Combination system for fire-extinguishing, earthquake-proof and greening facilities of high-altitude multi-layer roads connected with buildings

Abstract

The invention discloses a high-altitude multi-layer road connected building fire-extinguishing anti-seismic greening facility combination system which is applied to building of a wind power plant and anti-seismic and fireproof multi-layer road connected wind driven generators of high-rise residents. A road is supported by double stand columns, short beams, long beams, pull rods and pull ropes are connected to the double stand columns to form a high-altitude multi-layer supporting frame and the road, and multi-layer wind driven generators are connected to the high-altitude multi-layer supporting frame and the road to form a wind power plant. A wind driven generator can be connected to a high-altitude multi-layer fireproof and shockproof fire extinguishing road connected to a high-rise building, and a fan is connected to the intersection of the road or an open area with a certain distance away from the building. The top layer road of the building can be extended upwards in multiple layers, multiple layers of fans are connected to the top layer road, and power transmission lines of the fans extend downwards along the stand columns and are integrated into a network.

Description

Technical Field

[0001] The present invention relates to the field of wind power, and in particular to a combined system using a high-altitude multi-layer support frame to connect wind turbines. Background Art

[0002] Currently, wind turbines can only be assembled using extended towers, connected individually on the ground to form a wind farm. This is due to height limitations, preventing turbines from accessing high-quality wind from higher altitudes. Furthermore, each turbine in a wind farm requires a very sturdy and complex foundation to be installed, resulting in high installation costs. Furthermore, the dispersed footprint of each turbine limits the ability to create a large wind farm. Summary of the Invention

[0003] The present invention provides a method for connecting wind turbines to high-altitude, multi-layered support frames. This not only allows for access to higher-altitude wind resources, but also facilitates the construction of large-scale wind farms, saving capital, conserving land, and increasing efficiency. Wind turbines can be connected to earthquake- and fire-resistant multi-layered roads in urban buildings. Wind farms can also be constructed on farmland and connected to a water spray network to create a power plant that can both generate electricity and spray water on the crops.

[0004] The technical solution adopted in the present invention is as follows

[0005] A combined system of fire-fighting and earthquake-proof greening facilities connecting high-altitude multi-layer roads to buildings, including columns deeply buried in the ground of the road network and extending upward, including multi-layer support frames and roads connected to the columns, including floor elevators and / or slides (steps) and ramps connected to the roads, including branch roads connecting to entrances and exits of residents and public places; including water supply devices and fire-fighting devices arranged on the roads; and including greening platforms arranged on the roads.

[0006] Preferably: the road is connected to a flat plate connector or an angle channel steel connector or a cross connector on the column, and a cross brace, short beam, long beam and diagonal brace are connected to the connector, including connecting guardrails and / or retaining nets, and the road surface to form a multi-layer road extending or crossing or turning along the road network, including the two ends of the long beam connected to the connecting angle steel or flat plate with a medium and long hole; including diagonal braces or pull ropes connected between one or more layers of roads; including the pull rope can be connected to the connector with a whole rope, and passed through and fixed in multiple layers from bottom to top, and the two ends are respectively connected to each section of the long beam; including cross diagonal braces connected between the corresponding columns of the road surface.

[0007] Preferably: the floor is connected with an elevator and / or a step (slide) and a ramp, the elevator uses short beams or long beams connecting adjacent columns between four columns to form an elevator shaft, the guide rail support frame and the guide rail are connected to the short beams or long beams, and cross diagonal braces are connected between adjacent columns; the step slide has steps on the columns or additional columns, the additional columns are fixed between the extension sections of the short beams, the ramp is connected between the original columns and the additional columns, and the left layer and the right layer of the middle group of columns are connected between the two-layer roads.

[0008] Preferably: the branch road is a branch road between the main road and the entrances and exits of residents or public places, and can be connected to any section of the road. When the branch road is long, a column is added, and the branch road is connected between the two columns. The bottom layer of the column is supported on the bottom surface of the branch road by an inclined brace. The branch road can be fixedly connected or shock-proofed. The shock-proof connection is to fix one end of the branch road on the connecting surface, and the other end overlaps on the connecting surface, or the two ends overlap on the connecting surface or the branch road and the overlapping connecting surface, or the two ends overlap on the connecting surface or the branch road and the overlapping connecting surface are a distance apart, and a short guardrail parallel to it is used, and the cross bars are staggered on the two guardrails, and the surface guardrail extends to the upper road to close the branch road and the connecting plane, including a door connected at the intersection of the branch road and the main road.

[0009] Preferably: the fire-fighting device includes a water supply main, a water distribution pipe, a water control switch of the fire-fighting device, and a fire hose connected to the water control switch; the fire hose can be extended to each room of the residents or the entrances and exits of multiple public places to the center of the place, including the storage and installation of ordinary hoses and the storage and fixed location of the storage device on the platform at the connection of the branch road of each household on each floor.

[0010] Preferably, the greening device includes water supply and drainage pipes, water distribution pipes, platforms on both sides of the road, and / or platforms on the retaining net, including water troughs with drainage holes or water and soil storage devices and plants arranged on the platforms.

[0011] Preferably: a high-altitude multi-layer road connecting a building fire extinguishing, earthquake proofing, greening and connecting a fan system, including the same connection as the above-mentioned support frame, and also including connecting a multi-layer vertical axis wind turbine 20 or connecting a top-level horizontal axis wind turbine 34 on the road.

[0012] Preferably: the generator can be connected at a road intersection, or can be connected on a straight road, or include a vertical axis wind turbine blade that can be connected horizontally, or connected diagonally, or include a wind turbine tower that can be shortened, including the wind turbine connected at a road intersection, using a detour road or adding flat and diagonal braces to increase the platform angle branch road, including a layer of stable support connected to the top of the rotating shaft and connected to the platform and the seat bearing, the bearing sleeve of which is on the top of the rotating shaft, including a tie rod base; including connecting any tie rod on the horizontally or diagonally connected pieces to connect to each section of the blade, including connecting a stable support rod between each tie rod; including the top layer connected to the horizontal axis.

[0013] Preferred: A high-altitude multi-layer road connecting wind turbine system, used for setting up power plants in grasslands, beaches, Gobi, and deserts, including the same connection as the above-mentioned support frame, columns deeply buried in the ground of the criss-crossing road network and extending upward, including connecting multi-layer support frames and roads on the columns, including connecting elevators and / or step (slide) stairs and ramp roads on the road, including connecting wind turbines on the road.

[0014] Preferred: A high-altitude multi-layer road connected to a wind turbine connected to a water supply and a water spraying facility system, which is used for spraying water, fertilizer and medicine on agricultural crops and for the construction of wind power plants. It includes the same connection as the above-mentioned support frame, and also includes a sprinkler water injection pipe connected to the support frame and the bottom section of the road, the main water pipe is connected to the sprinkler water distribution pipe and the short water pipe, and the short water pipe is connected to the sprinkler head to form a water network.

[0015] Preferred: The connection method of the support frame and the road to the building and the fire-fighting device is as follows: 1. Connect the support frame and the road; 2. Connect the water supply device; 3. Connect the fire-fighting device; 4. If greening devices are required, then connect the greening platform and the greening devices.

[0016] Compared with the prior art, the present invention has the following beneficial effects:

[0017] 1. This technology overcomes the bottleneck of installing wind turbines at higher altitudes to obtain a stable, high-quality wind source, reducing costs and improving efficiency. Vertical-axis wind turbines, which use string-stabilized columns, are ineffective and have limited blade length. Instead, a single layer of support frames is used to support the wind turbine base, with a top layer of support frames stabilizing the turbine tip. This allows the blades to rotate between the upper and lower stabilization layers, extending to any desired length. A bypass road can connect the layers of road occupied by the blades, ensuring that the road turbines do not interfere with each other. This also overcomes the bottleneck of straight-blade wind turbines that cannot be extended higher, allowing for the rapid development and application of the inexpensive vertical-axis straight-blade wind turbine. This has led to significant growth in this inherently low-cost wind turbine. Connecting multiple layers of vertical-axis wind turbines at high altitude with multiple support frames enables the construction of large-scale power plants, requiring less space and investment, thus saving costs.

[0018] 2. It solves the earthquake resistance problem of high-rise and low-rise buildings: During an earthquake, residents on all floors or people in public places can escape from the dangerous situation in the building in a few steps, just like on the ground. After escaping to the main road, they will have a certain degree of safety and can then escape from the main road to a wider area and evacuate to the ground.

[0019] 3. It solves the problem of difficult fire fighting in high-rise buildings. When a fire occurs, residents and people in public places can not only easily leave the fire scene, but also use the fire-fighting facilities installed inside or outside the branch roads to extinguish the fire by themselves, and work together with nearby residents to extinguish the fire. The fire hose can be extended to every room of the residents, or to the central area of multiple entrances and exits of public places, and is usually installed at the branch roads.

[0020] 4. It solves the current problem of expensive and difficult elevator installation, and its cost can be reduced to half of the existing installation method.

[0021] 5. Using tie rods makes the road lighter and stronger while maintaining greater stability. Using tie ropes makes the road lighter and more resilient, and the long beams have a stronger load-bearing capacity and can be extended further. Using a single, single-end support tube for the anchoring end of the entire beam offsets damage to the beam caused by tie ropes. Multiple beams can be used for flexible and convenient connection to suit specific locations. A single beam or different beams can be used to connect the roads. Using a highly conductive barrier net ensures lightning protection in the event of a lightning strike. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 Schematic diagram of the outdoor earthquake-proof and fire-fighting road connecting the building to the wind turbine

[0023] Figure 2 Schematic diagram of the structure of high-altitude multi-layer roads and support frames intersecting and connecting wind turbines

[0024] Figure 3 Schematic diagram of various connectors and components

[0025] Figure 4 Schematic diagram of the connection between the long beam and the pull rod and rope

[0026] Figure 5 Schematic diagram of detour roads, branch roads and connections of various components

[0027] Figure 6 Schematic diagram of branch roads connecting the main road

[0028] Figure 7 Schematic diagram of branch roads installed on residents' walls

[0029] Figure 8 Schematic diagram of branch road connection, green platform connection and road intersection connection

[0030] Figure 9Slope road connection diagram

[0031] Figure 10 Schematic diagram of the connection between the crossroads and the elevator

[0032] Figure 11 Step slide connection diagram

[0033] Figure annotation:

[0034] ( Figure 1 1. Road, 2. Building, 3. Column, 4. Connector, 5. Short beam, 6. Cross brace, 7. Long beam, 8. Middle long beam, 9. Branch road, 10. Building entrance, 11. Elevator, 12. Slide, 13. Small column, 14. Guardrail, 15. Main water pipe, 16. Branch pipe, 17. Fire-fighting device, 18. Green platform, 19. Leisure platform, 20. Long brace, 21. Brace angle steel, 22. Curved segment, 23. Tie rod, 24. Vertical axis fan, 25. Horizontal axis fan, 26. Connecting platform, 27. Tower, 28. Machine room, 29. Transmission line, 30. Rotating shaft, 31. Bearing, 32. Straight blade, 33. Bypass road, 34. Horizontal blade, 35. Bushing, 36. Blade support rod, 37. Stabilizer rod, 38. Truss tower; ( Figure 2 )39 horizontal diagonal brace, 40 Φ blade fan, 41 spiral blade fan, 42 water spray pipe; ( Figure 3 43 Two-in-one tubular connector, 44 column extension screw, 45 bayonet, 46 short beam fixing long hole, 47 extension plate hole, 48 folding hole, 49 fixing hole, 50 angle channel steel connector, 51 flat plate connector, 52 cross connector, 53 vertical tube, 54 slot extension tube, 55 oblique long hole, 56 slot hole, 57 pad short tube, 58 short oblique brace, 59 long beam connecting angle steel, 60 horizontal long hole, 61 vertical long hole, 62 flat plate, 63 cross beam, 64 short plate, 65 cross beam folding hole, 66 pull rope, 67 guardrail column, 68 guardrail small angle steel, 69 guardrail long beam, 70 guardrail connecting angle steel, 71 anchor, 72 connecting rod, 73 support tube, 74 double-hole wire clamp, 75 rope loop; Figure 4 )76 slotted (angle) steel long beam, 77 short rod, 78 semicircular hole, 79 short screw rod, 80 rope loop, 81 long screw rod, 82 long rod, 83 perforated pavement; ( Figure 5 84 slab, 85 branch road column, 86 tripod plane, 87 triangular diagonal brace, 88 short guardrail, 89 crossbar, 90 door, 91 doorpost angle steel, 92 pavement slab, 93 barrier bar, 94 barrier net, 95 barrier net screw; Figure 6 )96 generation short beam, 97 wide bayonet, 98 flat steel, 99 beam wall hole,; ( Figure 7 )100 short wall rod, 101 road surface; ( Figure 8 )none;( Figure 9 )102 slope road, 103 bent plate with hole, 104 short beam bottom hole, 105 inclined hole, 106 block; ( Figure 10) 107 pad angle steel, 108 large round hole, 109 car bracket, 110 car guide rail, 111 counterweight guide rail bracket, 112 counterweight guide rail, 113 sill, 114 pedal, 115 elevator door post, 116 car; ( Figure 11 )117 step column, 118 washer, 119 step sleeve, 120 step, 121 slide groove, 122 folding edges can be set on both sides, 123 small column, 124 connecting piece. DETAILED DESCRIPTION

[0035] In this embodiment, see Figures 1 to 11 The figure shows a system for connecting high-altitude, multi-story roads with fire-fighting, earthquake-resistant, and greening facilities in buildings. The system includes road planning and fixed columns: During building construction, roads should be designed along with the overall layout of the buildings, connecting them extensively with adjacent buildings. Roads should extend, turn, and branch according to the location and direction of the buildings. A network of outdoor roads should be planned, ensuring convenient access, fireproofing, earthquake resistance, and stability. U-shaped sections are formed at the junctions between residential areas and open areas, as well as around elevators. Multiple turns create a U-shaped section. In the event of an earthquake collapse, if a section of the road is pulled violently, the U-shaped section provides a buffer, helping to stabilize the elevator. For longer branch roads, additional columns are added, positioning the branch road between two columns. Crossovers or turns are incorporated into longer roads to increase the road's impact resistance and stability. Install spiral slides in busy areas. Schools and public spaces should add and widen slides, leaving buffer areas at the ground level. Roads should connect to walkways outside classrooms. In older residential areas and existing high-rise buildings, routes should either curve or extend to optimal outdoor locations for existing residents, such as living rooms, dining rooms, and balconies. Residents should avoid load-bearing walls and create new doors on these walls to connect to branch roads. In one or more locations, multiple roads connecting to concentrated traffic areas and street ends should connect to elevators. Elevators should be surrounded by four columns. Slides can be installed at the elevators, other wide areas on the road, and at the connection between residential areas and open areas. If there are slopes, additional columns should also be planned.

[0036] On the planned route of new or old houses, columns are fixed in groups of two on the ground on both sides of the planned route, and various measures are taken to reinforce them. For example: bury a section deep and then grout with cement; or use connected steel drills instead of columns to bury the columns as multiple connected short columns, one end with an external screw and the other end with an internal screw, with holes in different directions, and can be inserted into short rods. Multiple short columns are connected by steel rods and hammered into the ground. The last section is inserted into multiple short rods and poured with cement to form a fastening surface. The columns can be uniformly extended by a part of the first section and buried in the ground. Columns of the same specifications and length are used on the ground. After the columns are fixed and erected, after the cement maintenance period, the columns extending the first and second floors of the road are uniformly connected. The process is from bottom to top, connecting one layer first, then connecting the upper layer, and advancing and improving the connection layer by layer.

[0037] Extension columns: Columns with multiple holes at both ends are made by using short columns with holes that are close to the inner or outer diameter of the columns. These columns are then placed over the corresponding columns that have already been erected, and the holes at both ends are fixed with screws 44. The upper column is then placed over the short columns with holes, and the corresponding holes are fixed with multiple holes and screws 44 to extend the columns. If the columns have different diameters, a larger column is placed over a smaller column, and a spacer or a spacer with holes is added between the columns to ensure a seamless connection between the columns. Multiple screws 44 are then inserted to secure the columns, thus achieving the purpose of extending columns of different diameters. A column section can be made on each floor for extension. Alternatively, a long column section can be used for two or more floors for extension, with connectors simply connected at the road junction on each floor.

[0038] Connecting various components: Various components of the road can be directly connected to the columns, that is, connecting two short beams to the two columns corresponding to each component and fastening them with screws. After the long beam is connected to the angle steel, the angle steel is directly connected to the corresponding hole of the column and just overlaps with the end of the short beam. The diagonal brace is also directly connected with holes on the column.

[0039] Connectors and connections between short beams and cross braces: There are many types of connectors, all of which are connected to holes and screws 44 on the columns, all of which have holes for connecting cross braces 6 and short braces between the columns and short beams, all of which have holes for connecting short braces and long braces 20 in the direction of the long beam, or holes for pull rods and ropes 47 or folded edges 48, all of which have bayonet holes 45 for supporting and connecting short beams, and cross-shaped connectors 54 are extensions, all of which have long holes 46 for fixing short beams, and their connection methods are basically the same. After the connectors are fixed to the columns, two short beams 5 are connected between the corresponding two columns, cross braces 6 are connected at the bottom of the connectors, and then long beams are connected to the short beams between adjacent columns. There can be two or more long beams, and the two ends of the long beams are connected to the connecting angle steels 59 or flat plates 62, and supported by the short beams. After the long beams are connected, the cross beams and the road surface are connected to them. Two or more long holes can fix the long beam in a straight line and prevent it from swinging, making the entire support frame more stable and firm, and at the same time having greater torsion resistance. Since the long beam needs to have a certain degree of expansion and contraction when it is heated and cooled, the connection between each long beam and the long hole on the angle steel or plate should not be too tight.

[0040] A connecting crossbeam 63 is then provided on the long beam. In order to prevent the holes in the middle section of the long beam from affecting the force, the crossbeam is provided with a bayonet, which is clamped on each long beam, and then the bayonet is connected and fixed with a short piece. In order to make the entire support frame firm and reliable, a small number of holes are provided on the long beam, such as holes only on the long beams on both sides, and the crossbeam is fixed on it, and the guardrail road surface is connected to the crossbeam.

[0041] Connecting branch roads: Branch roads extend, turn or intersect with the location direction of the building at the section closest to the residents and public places of the building. The closest and most suitable places to the residents or public places and the branch roads, that is, places without load-bearing walls, are the original road entrances and exits, living rooms and balconies. Holes are opened in their walls to make doors connected to the branch roads. At the bottom of the door, a deep excavation is required to make a flat bottom surface. Several perforated deflection rods 98 can be fixed on the bottom surface and extended out of the wall to make a tripod support platform. The tripod platform 86 is larger than the width of the branch road and has multiple holes on the edge plane. It is used to connect the short guardrail and the branch road guardrail in parallel but not fixedly connected. Finally, the fire-fighting facilities are connected. Elevators, slides and ramps are synchronized with the roads on each floor.

[0042] See Figure 1 : Schematic diagram of the outdoor earthquake-proof and fire-fighting road connecting the building to the wind turbine

[0043] The road 1 extends and turns along the direction of the location of the building 2, crosses and widely connects the nearby buildings and / or communities to form a road network, and vertical columns 3 are deeply buried in the ground of the road network. The columns can be buried deeply in a variety of ways: they can be buried deeply and then solidified with cement slurry to form a vertical solid plane, or measures such as deep burial instead of columns can be adopted. After the columns are deeply buried, they are extended upward, and connectors 4 can be connected to each floor at the extended columns. Short beams 5 and cross braces 6 are connected to the connectors, and long beams 7 are connected to the connectors between adjacent columns. The long beams can be connected to the middle long beams 8 to extend the long beams. The extended long beams are two long beams with multiple holes at the ends of the two long beams between the two columns, and then the middle long beams 8 with holes at both ends are connected to the ends of the two long beams with holes, and they are fixed with multiple screws after being inserted into or overlapped with each other. One or more middle long beams 8 can be connected. Such a connection can extend the road between the buildings, reduce the columns, save materials, and reduce the obstruction of the columns on the ground floor, and facilitate the connection of wind turbines on the road network connecting the wind turbines.

[0044] On the long beam on the column, be connected and be laid with crossbeam, be laid with grid on the crossbeam, when being wind turbine road surface, can adopt grid to directly make road surface.Promptly ventilate and reduce road surface cost, but when making the fireproof and earthquake-proof road between buildings, on grid, also will lay road surface, and will lay the road surface of insulation fireproof and waterproof, as stone plastic board etc., after road surface laying, crossbeam both sides on the long beam and road pavement both sides connect guardrail 14, guardrail also will adopt the multiple plastic guardrail of insulation in the road between buildings, prevents lightning and metal wire from catching electricity with road.In the outer layer of guardrail, also will connect retaining net, with the fireproof and earthquake-proof road of building fully closed or semi-closed. Retaining net adopts good conductor retaining net, and is closely connected with connecting part, connecting part is connected with column, and column grounding is deeply buried underground, makes high-altitude multi-layer road be conducted into the ground when encountering lightning, can also establish grounding wire again and make personnel walk safer when encountering thunderstorm on road.

[0045] After the long beams 7 are connected between adjacent columns, branch roads 9 are connected to the residents of each floor. The branch roads can be fixedly connected to the wall plane of the residents or public entrances and exits 10. However, during an earthquake, the swaying or collapse of the building will push or pull the branch roads together, which is not conducive to the earthquake resistance of the road. Therefore, an earthquake-proof connection is adopted. The earthquake-proof connection of the branch roads is to overlap one end or both ends of the branch road 9 on a platform added on the building entrance and exit 10 and the floor or / and wall of the residents without fixing the connection, and fix the other end or neither end is fixed. The platforms on both sides of the branch road are larger than the branch road, and short guardrails are added on both sides of the platforms, parallel to the branch road guardrails and at a distance. Short rods are then staggered with each other. When the building sways or collapses during an earthquake, the branch roads are not pushed or pulled, which makes the branch roads have strong independence from the main road. The main road has deep buried columns and is widely connected to nearby buildings to form a mutually solid road network, which is not easy to collapse and has strong stability. This provides greater independence and stability, making the road less prone to collapse in the event of a building collapse, and thus providing strong earthquake resistance. The branch road can be set within 1-4 meters of the building. Too long would increase the need for double-pillar support, while too short would be detrimental to earthquake resistance. In the event of an earthquake, residents can simply cross the branch road 9 in a few steps and reach the main road. The main road extends through the building complex to a wide area at a certain distance from the building, connecting to an elevator 11. Near the elevators and in multiple wide areas at a certain distance from the building, numerous slides 12 are connected, allowing for timely evacuation of personnel to the ground. The slides utilize dedicated, supporting small columns 13, fixed to an extension of the short beam 5 on each floor of the road, making them highly stable and reliable.

[0046] Water supply, water control devices and fire-fighting facilities are set up on other roads, and water sources and water supply devices are set up in some areas and connected to some columns 3. The main water pipe 15 is fixed to the column with a bent screw or a soft steel belt, extending upward to the top along the column, or connected to the main water pipe 15 on the extension section of the short beam 5. After the main water pipe 15 is extended, two more screws are passed through the extension section of the short beam. The two screws clamp the water pipe 15 and fill the gap between the water pipe and the short beam and the screw to achieve the purpose of tightening the main water pipe. A water branch pipe 16 is connected to each floor of the road. The water branch pipe 16 extends along the side of the road to the branch road 9 of each household or public place entrance and exit 10, and then connected to the water control switch, or connected to a water tank, and connected to the water control switch. The fire-fighting soft water hose can extend to each room of the household or the center of the public place. Multiple entrances and exits and multiple fire-fighting devices are set in public places. Usually, the fire-fighting belt is stored in the fire-fighting device 17. Connecting the fire-fighting device 17 in this manner allows residents of high-rise buildings to easily extinguish fires in the early stages of a fire by using hoses that extend to each room or to the center of a public area. The fire-fighting device 17 is fixed to a platform at the guardrail between the main road and the branch road. In the event of a major fire, even if the homeowner is away, neighbors, or passersby can extinguish the fire in a timely manner, completely overcoming the technical prejudice that high-rise buildings cannot extinguish fires. Furthermore, in the event of an earthquake, residents can escape from dangerous situations in their homes in a timely manner, providing safety for residents of high-rise buildings or people in public places. Residents can open their doors and escape to the main road in a few steps. The resident's door 10 can be the existing entrance or exit of the building, or it can be a new door installed on a non-load-bearing wall or balcony closest to the main road, connected to the branch road. Just can escape to the main road in a few steps, just have certain safety on the main road, because road has larger stability and independence, is not easy to collapse, road and branch road all adopt retaining net simultaneously, when the brick that collapses falls, can be changed the falling direction by the rebound force of retaining net if running into retaining net, and do not have this road directly to smash the road surface, so escape to safer on the main road, escape to the slide 12 of wide place rapidly again and do not face the ground, because slide will have certain safe distance from building, when slide is installed simultaneously, also prejudgment is more in personnel, many places install slide, when reducing emergency, slide is few, makes road produce congestion phenomenon.Therefore during earthquake, household personnel straddles the main road, and each family has two sides road at least to select to escape direction, and two sides road connects multiple roads again simultaneously, therefore, can multiple places select slide 12, make high-rise personnel slide to the ground in time.Therefore, no matter this high-altitude multi-story road is fire, no matter earthquake has all made the hope of high-rise resident escape.

[0047] In order to stabilize the road, in addition to being connected to a cross brace 6 at the lower end of the short beam of the road and / or a connector connecting the short brace to the end of the short beam, a long brace 20 can also be connected to the next layer or the second layer of the road. The long brace is connected to the columns and connectors at both ends of the long beam, and the other ends of the two braces are connected or jointly connected to an angle steel 21. A crossbeam is used to connect the long braces 20 or the angle steel 21 on both sides of the road to form a brace frame supported on the bottom surface of the middle section of the road. When the long beam of the road is too long, the long brace can be connected to a curved section 22 on the long brace 20 and a plurality of holes are provided. The long brace is connected to the curved section 22 to form a brace frame that can be extended to connect different hole positions, and can have different lengths. When the long beam distance is too long and the brace effect is poor, a pull rod 23 can also be connected to the columns and connectors on the long beam. The pull rod is connected to the long beam and a fixed component on the long beam, and the other end is connected to the bottom hole of the connector on the long beam. This creates a tripod-like structure and reduces the weight on the long beams. However, the tie rods can be thinner in diameter, while the diagonal braces should be larger in diameter. The two can replace each other or be used together. However, if the tie rods are too long, their effect on reducing the weight in the direction of the long beams is minimal. Alternatively, a combination of tie ropes and tie rods can be used. Specifically, after ensuring the stability of the tripod shape between the columns and the long beams, tie ropes are used to connect them. Preferably, a single tie rope is used, connected to the columns (i.e., connectors) on either side of one or more long beams.

[0048] Due to the convenient waterway, short beams and crossbeams that can be extended on both sides of the main road are connected to small long beams with holes, and a grid is laid to form a platform. A water trough with drainage holes for holding water and soil is installed on it, or a water and soil greening basin device 18 is installed to hold water and soil for greening. Small platforms can also be added to the retaining nets on both sides of the main road. The platforms extend from both ends of the support frame to connect to the greening device, and each layer of the road is connected in this way. Ornamental plants are planted in the road, and hanging plants are planted. Each layer of the road forms a green wall, and the entire city is greened in three dimensions, increasing the oxygen supply and improving the quality of life for high-rise residents. At the same time, facilities can be added at the intersection of the roads, and flat and diagonal braces can be added to widen the platform to set up as a leisure platform 19.

[0049] Wind turbine connection: There are many intersections between high-altitude multi-layer support frames and roads connecting buildings and adjacent communities in the city, and there are also long straight roads in open areas between adjacent communities. Since the higher the support frame extends upward, the better the wind conditions in the high-altitude area, so connecting a vertical-axis wind turbine 24 or a horizontal-axis wind turbine 25 to the support frame above the support frame and above the building road and then to the support frame in the higher airspace can obtain a stable and long-lasting high-quality wind source, improve efficiency and reduce costs. A wind turbine 24 can also be connected at the intersection of main roads. This is achieved by intersecting the road in a relatively wide area. Two flat plates are installed above and below the long beams at the intersection. These plates are fixed to the upper and lower sides of the intersecting long beams by screws to form a platform 26. The bottom of the wind turbine tower 27 is mounted on the platform. The generator's drive shaft, generator, and brake device are also mounted on the flat plates. The housing, i.e., the machine room 28, is fixed to the platform. Output power lines 29 extend downward along the columns. The wind turbine's shaft 30 extends to the upper support frame and the road. A small platform is connected to the platform. The platform has a hole in the middle to insert and fix a bearing 31 with a seat. The bearing is inserted into the top of the shaft. The wind turbine 24 is connected at the intersection. The wind turbine 24 can be connected to vertical blades 32. Since vertical blades 32 cannot be extended longer and rise high when installed on the ground, a road and a stabilizing layer are provided at the top of the shaft on the support frame to stabilize the shaft. Therefore, the road occupied by blades 32 can be extended upward for a longer distance. The road layer occupied by blades 32 is connected to each road by a bypass road 33. The blades 32 are extended upward longer. Wind turbines are connected to open areas on straight roads or on straight roads on the top extension layer. The motor tower and the top shaft are connected in the same way, but the blades can only rotate in the gaps between one layer of roads. Therefore, they can be connected to form horizontal blades 34 or oblique blades. That is, the root of the blade is connected to the bottom sleeve 35 of the shaft, and the top sleeve 35 is connected to the blade pull rod 36. The pull rod 36 can be connected to multiple layers and connected to each section of the blade in sequence. A stabilizing rod 37 is then connected to the pull rod 36, so that the stabilizing rod, pull rod, and blade connection rotate between the two layers of support frames and the road. Wind turbines are connected at the intersection of building areas. A grid can be connected to the support layer and a barrier net can be connected to the bypass road to fully enclose the wind turbine. The wind turbines on each layer operate within the grid. In open areas, when straight roads extend for long distances, additional road intersections are required. Specifically, a column is placed at the intersection of the two roads. The lower section of the main road intersection serves as a leisure platform. If a horizontal-axis wind turbine 25 is also required, the four columns where the short beams intersect can be further extended. The short beams and cross braces are then connected to form a long truss tower 38. A platform matching the horizontal-axis wind turbine base or a shortened tower of wind turbine 25 is attached to the top of the truss. The tower of the vertical-axis wind turbine connected to the horizontal-axis wind turbine is also preferably shortened to fit on the platform. This is because shortening the short-beam tower does not affect the function of the wind turbine, reduces weight and cost, and facilitates installation.

[0050] See Figure 2 : Schematic diagram of the intersection and connection of high-altitude multi-layer roads and support frames and wind turbine structures

[0051] 1. Cross-connection between support frame and road network

[0052] Wind turbines can not only be connected to high-altitude fire-proof and fire-proof multi-layer roads, but are also more suitable for connecting high-altitude multi-layer support frames to connect wind turbines at the seaside, grassland, desert, and even farmland and grain land to form large wind farms. Because the higher the altitude, the steadier the wind speed, the longer the wind time, and the higher the efficiency of the wind turbine, the use of high-altitude multi-layer support frames to connect wind turbines can enable the wind turbines to obtain higher-quality wind sources. At the same time, multi-layer wind turbines can be connected from bottom to top on the high-altitude support frame. The larger the connected grid, the more wind turbines can be connected, and the larger the road grid, the more stable the grid can be. At the same time, connecting wind turbines on the support frame does not require a huge tower of the wind turbine, which saves the cost of the wind turbine and makes the wind turbine installation very light. Compared with the current installation method, it will save a lot of manpower and material resources. Moreover, this type of clustered wind turbine cannot be installed on the ground. In the same area, the support frame can be installed many times more than the ground, making it easy to build large or extra-large efficient wind farms.

[0053] Secondly, connect this wind turbine power plant to the farmland and grain land, and connect a layer of water spraying network to the bottom section of the support frame, and connect the water pipes and water sources to ensure that the farmland can be sprayed with water, fertilizer and pesticides at any time, truly building high-standard farmland to ensure a good harvest even in drought years.

[0054] The wind farm connection grid adopts a crisscross connection to form a road network, and can also adopt a plurality of intersections or turns to form a road network according to geographical conditions. In order to make the road network suitable for connecting wind turbines and very stable and firm, the support frame can be connected by adopting a long beam intersection and a short beam intersection combination connection. The long beam intersection is for the convenience of connecting larger wind turbines and forming a larger spatial position for the wind turbines. The long beam intersection is connected by the cross-road long beam to form a wind turbine support connection platform 26. The short beam intersection is to connect short beams or long beams between the four columns at the intersection of the road, and a small platform 26 with a column is arranged at the four corners of the intersection. Its stability and firmness are higher, but the space after the intersection is less, and less-powered generators can also be connected. So two cross-ways are adopted to connect the wind turbine grid, so that the grid is stable and can better connect the wind turbine. The connection of its grid and each component is identical with the high-altitude multi-layer fire protection, fire extinguishing, and earthquake-proof road connection.

[0055] Similarly, deep-buried columns in the road network can be fixed with cement, extending the columns 1 upward. Multiple layers of connectors 4 are connected to all the columns. Two short beams 5 are connected to the connectors, and cross braces 6 are attached to the bottom ends of the connectors. Long beam angles or flat plates are then attached to the short beams and connectors, and long beams 3 are attached to these, connecting the long beams between adjacent columns. The long beams 7 for building roads and wind farms can be single, double, or trussed beams, and can be either single beams or two or more sections with intermediate beams that can be extended. The long beam is connected to the crossbeam, grid-shaped road surface, and guardrail, and a pull rope or pull rod 23 is connected to the long beam and the columns and connectors 4 above the long beam. A diagonal brace 20 can also be connected to the connector below the long beam. The diagonal brace can be a short diagonal brace that stabilizes the direction of the long beam, or a long diagonal brace 20 that can be extended to share the middle section of the long beam. The diagonal brace section 20 and the curved arc section 22 can be connected in a sleeve, and different holes can be connected to form different lengths to form an extendable diagonal brace frame that can be extended and adjusted in distance. The use of an extendable long beam allows the fan 34 with parallel blades to extend the blades further, increase the swept area, and improve the motor power. The fan 34 with parallel blades is suitable for connection at the intersection of the long beams of the road, and is also suitable for connection to the straight-line long beams of the road. It only occupies two floors, saving space and allowing the support frame to connect more fans.

[0056] The connection at the intersection of the road beams 7 is achieved by overlapping the beams on each set of columns on the four roads at the intersection, i.e., the beams on one road support the beams on another road. This intersection requires sufficient space above the intersecting beams to connect to the fans, including straight-blade fans 32, whose blades 32 extend vertically. This requires diagonal braces 20 below each set of intersecting beams to support the respective intersecting beams, or to form a support frame with curved segments 22 at the bottom of the beams. Alternatively, a connector 4 is connected to the lower section of the column above the beams, and a shorter tie rod 23 is connected. This short tie rod does not affect the rotational space of the blades, forming a fan connection support platform 26 with four directional tie rods or long diagonal braces, providing a high load-bearing capacity. The top stabilizing layer connected to the fan shaft 30 can be connected to tie rods on the upper layer or above to leave space for the fan blades to sweep. The stabilizing layer is connected to bearings 31 at the top of the shaft, ensuring stable rotation of the blades between the two layers of support frames. The intersection connects the straight blades. The top layer, where the blades extend upward, also features a layer of long beams intersecting the top layer. This layer is connected to a platform with holes for receiving seated bearings 31. The bearings fit over the rotating shaft, stabilizing the shaft and allowing the blades to rotate between the platform and the stabilizing layer. The space between the long beams allows for connection to bypass roads 33, allowing multiple layers of these roads to remain unconnected, allowing blades 32 to extend upward to any desired length. This makes it suitable for vertical-axis wind turbines with vertical blades 32. Therefore, if a wind turbine with vertical blades does not connect to another support frame and road between the height distance occupied by the extended blades, then only one layer of stabilizing frame, road and bearing is connected to the top of the wind turbine blade, that is, the top of the wind turbine shaft, so that the wind turbine can be connected between the bottom support layer platform 26 and the top stabilizing layer. Since the wind turbine tower can be shortened, only one layer of support platform 26 can be connected. If the tower is not shortened and is long, and if the tower and the wind turbine are heavy, one or more layers of connecting parts can be added to the four columns above the bottom support layer, and the short beams and cross braces are connected in the same way, and the long beams are connected again and crossed again. However, the connection position of the long beams varies on the flat plate as the diameter of the tower changes. Because the four long beams must be close to the four sides of the tower surface, the long beams are connected with cross beams and close to the tower to form a stabilizing layer that tightly supports the tower on all four sides. At the same time, holes can be provided on the beams on one or more stabilizing layers to insert screws, and screw caps can be used to fix them on the beams. Then, a connecting rod tube with an inner groove can be used to connect to the bottom support layer, and the same screw connection can be made on the bottom support layer plate to form multiple support layers and stabilizing layers to jointly support and stabilize the wind turbine tower. If the space layer occupied by the extended blades needs to be connected to a road on the column, then its stabilizing layer or the road layer occupied by the column is located on the column. The short beam on the connecting part is replaced by a long beam, and the two ends of the replaced long beam are overlapped and fixedly connected with the long beam of the same connection on another intersecting road, or an oblique crossbeam is used to connect them to form a long road surface beam of a bypass road 33, on which crossbeams, grids, and road surfaces are laid, and guardrails are connected at both ends of the crossbeam to form a bypass road 33.A pull rope or pull rod 23 is connected to each end of the crossbeam on the long beam of the detour road to decompose the gravity at the intersection of the detour road. The connection at the top of the pull rope adopts a two-in-one flat box-type connector. Pull ropes are connected to the two sides of the crossbeam, respectively, connected to the two ends of the crossbeam fixedly connected above or below the substitute long beam. The entire pull rope can be used, passed through the two columns and connectors at the intersection of the long beams, and then connected to the substitute long beams or crossbeams on both sides of the detour road, and connected to the long beam. Because the substitute long beam is the connection point of the short long beam on the column, the distance between the two long beams is small, and the crossbeam on the long beam needs to be extended on both sides to widen the road surface before connecting to the guardrail. Therefore, the pull rope is in the middle of the road, and there are two pull ropes. Therefore, the pull ropes can only be connected to the two ends of the crossbeam at a slight angle, and then connected to the guardrail. Because the two substitute long beams are spaced narrowly apart, the crossbeams need to be extended at both ends to create a wider road surface. However, this arrangement can cause the road to overturn if the weight on one side is too heavy. Therefore, a long angle steel or channel steel, or a long crossbeam, can be attached to the long beams before and after the columns and at their ends. The entire middle section of the crossbeam is clipped onto the long beams and their ends. Extensions can be added at both ends, or the entire crossbeam and the crossbeam can be made of similar length. The middle section of the crossbeam is clipped onto the long beams, while the ends are clipped onto the crossbeam extensions of the substitute long beams. Guardrails are then connected. In this way, four long road beams form a detour, except that the channel steel or angle steel on the two edges is clipped onto the ends of the long beams. This ensures a wider road surface both before and after the columns. This allows the detour's width to be arbitrarily determined at the branches and turns at the columns. The use of angle steel or channel steel is based on the principle that the road surface remains essentially flat. Otherwise, round long beams can be attached to both sides of the crossbeam.

[0057] Specialized power stations, along the straight extension of road support structures, can utilize multiple connected beams. Specifically, multiple holes are placed at each end of the beam. Two single beams, or an additional beam in the middle, are nested or overlapped with corresponding holes and connected using multiple holes. The upper and lower beams of a truss can be connected in the same manner to form an extendable beam. Tie rods and ropes can be used to extend the beam even further. The tie rods stabilize the beam and prevent it from swinging. Together with the ropes, they dissipate the force of gravity on the beam.

[0058] In order to facilitate the connection of wind turbines with vertical blades, the road adopts cross-connection of long beams. After the cross-connection, the long beams are further connected to the four side columns, and then connected to the columns. In this way, one or more long beams are connected. The longitudinal or transverse length of one or more long beams is determined according to the stability of the grid structure.

[0059] The short beam cross is actually a set of columns near the intersection of the long beams, with another set of columns added near the columns. The four columns are positioned equidistantly on all four sides. Because the cross columns are close together, each intersection is securely connected, making the short beam cross more secure. At the same time, cross braces (6) are connected to the adjacent columns and the lower connector holes of the short beams where the short beam crosses. Cross braces can also be connected at any section of the long beam plane, so that each layer of road is cross-connected in this manner. This extended cross-connection forms a stable multi-layer support frame. The spacing between each layer of road is determined by the actual conditions of each wind farm and parameters such as the wind turbine wake effect, determining the road height, the length of the long beams, and the length of the longitudinal or transverse support frames. The support frame and road connecting the wind turbines can be connected without an elevator, only a spiral staircase or ramp, and guardrails instead of netting. The road surface can be made of a grid. Because wind turbines are relatively lightweight, truss-type roads can be constructed without diagonal braces.

[0060] 2. Fan connection

[0061] When connecting wind turbines to a high-altitude multi-layer support frame, a horizontal axis wind turbine can be connected to the top layer. However, the cost of a horizontal axis wind turbine is half that of a vertical axis wind turbine, and it is difficult to maintain at the top of the support frame. Alternatively, a truss tower can be used to connect a horizontal column wind turbine, or a truss tower can be used to connect a horizontal column wind turbine, or only a vertical axis wind turbine can be connected without connecting this wind turbine. On the support frame, different wind turbines can be connected according to different positions, such as a straight blade wind turbine 32. In this way, a layer of straight blade vertical axis wind turbines 24 with a higher tower can be installed at the intersection of the long beams on the ground and on the straight road of the support frame. The tower is fixed and erected on the ground, and the first layer of the support frame is used as a stabilizing layer for the top of the wind turbine shaft. In this way, a vertical axis straight blade wind turbine with higher power, heavier weight, and taller (longer) blades can be connected to the first layer. This makes the first layer of wind turbines superior to the vertical axis wind turbines that are generally not stable without a support frame. On the support frame, straight-blade fans are more suitable for connecting to the intersection of the long beams. This is because the long beams at this intersection are long enough to achieve a longer wind torque. Furthermore, the height (blade length) can be extended arbitrarily, and the fan can connect to the bypass road 33 on all sides without affecting the connectivity and connection of the roads. Furthermore, there is an upper stabilizing layer and a lower supporting layer, which provides stability for the intersecting road, allowing the blades to rotate more stably between the two intersecting road stabilizing frames. Regardless of how many layers of road the blades occupy, the connection of the support frame is not affected and space is wasted. On the other hand, fans with parallel blades 34 are more suitable for connecting to straight-line long beams. These fans can extend their blades even further. Furthermore, because the blades are parallel, the number of layers occupied is only between the upper and lower road layers, allowing for the connection of high-power fans with longer blades without taking up space above or below, making this a significant advantage. Other fan blades, such as Φ-shaped fans 40, spiral-blade fans 41, straight-blade fans 32, and transverse-blade fans 34, can all be connected to the top layer. Compared to horizontal-axis fans, they are simpler to maintain and install, and their price is half that of horizontal-axis fans. Therefore, the high-altitude multi-layer support frame can also be connected to the vertical axis wind turbine 24, or the top layer can be connected to the horizontal axis wind turbine 25.

[0062] At the intersection of the long beams, the wind turbine support layer uses a flat plate, one above and one below the intersection of the long beams. The two plates are connected using multiple screws and screw caps. The screw caps are adjusted to adjust the uneven upper plate of the four intersecting long beams into a flat connection platform 26. The platform has multiple holes for connecting to the flange holes at the base of the wind turbine tower 27. The platform also holds the wind turbine's generator, gearbox, brake, and other wind turbine accessories. The platform is then assembled to form a machine room 28, which is fixed to the platform 26. If the tower 27 is long, one or more stabilizing frames can be used to stabilize the tower. This is achieved by connecting one or more layers of long beams above the support layer. This connection is similarly achieved by connecting connectors to the columns, which are then connected to the short beams and flat plates or angle steel. The long beams are then connected to the crossbeams. The long beams must be closely aligned with the outer wall of the tower. Crossbeams are then fixed to the long beams on both sides of the tower. The crossbeams are also closely aligned with the tower and have holes for fixing to the long beams. The four long beams and two crossbeams are positioned close to the tower, with the crossbeams secured to the long beams, forming a rigid four-sided support frame to stabilize the tower. Any gaps between the tower and the crossbeams or long beams can be addressed with gaskets. Holes are provided at the four ends of the crossbeams to accommodate screws, which are then secured to the crossbeams with screw caps. Connecting rods with internal threading connect the screws on the upper and lower connected crossbeams, and similarly connect the support layers. The tower's support layer and stabilization layer are connected to each other, distributing the weight of the stabilization layer and support layer, creating a multi-layered support structure for the tower's base. The wind turbine tower 27 can also be shortened, reducing or eliminating the need for intermediate support layers. Only the platform 26 is used to support and fix the tower. At the top of the wind turbine blades, that is, the top of the wind turbine shaft 30, a road layer, that is, the support frame, is connected. A flat plate is also used to be fixed on the two surfaces where the long beams intersect, and the flat plate is fixed with screws. There is a hole in the middle of the flat plate, which is connected to a seated bearing 31. The bearing is fixed on the flat plate, and the bearing hole is sleeved on the top of the wind turbine shaft 30, so that the entire wind turbine is connected between the bottom support layer and the top stabilizing layer. When the wind turbine blades extend higher upward, they can also rotate stably, thereby achieving the purpose of extending the vertical blades longer, breaking through the bottleneck that the vertical axis straight blades cannot extend longer upward.

[0063] In addition to the long beam intersection, not only can the vertical blade fan 32 be connected, but also vertical axis fans with other blades, such as the spiral blade fan 41, the Φ-shaped blade fan 40, the horizontal blade fan 34, etc., and the connection method is basically the same.

[0064] Each fan's shaft 30 is fixedly connected to a sleeve 35, to which are connected a support rod 36 for stabilizing the blades and a stabilizer rod 37 for stabilizing the support rods. Furthermore, fans can be connected not only at intersections on the support frame, but also on straight-line beams. However, this is not suitable for connecting fans with very long vertical blades, but is suitable for fans with shorter blade spacing, such as fans 41 with spiral blades, fans 40 with Φ-shaped blades, and fans 34 with transverse blades. The connection method is also to connect a flat plate to the long beams of the support layer and fix the long beams up and down with screws to form a platform 26. After shortening the fan tower 27, the base is fixed to the platform 26, and the upper layer is connected as a stabilizing layer, so that the fan rotates between the two layers of the straight long beams. The road layers between the fans on each layer are minimized. At the same time, the distance between the fans on each layer is adjusted based on the wake effect between the fans or other technical requirements. At the same time, staggered layers and dislocations are used on the support frame as much as possible to avoid the mutual wake effect and the influence of other wind conditions, so as to connect more wind turbines and form a wind farm with greater benefits. The transmission line 29 of each wind turbine is fixed to the bottom surface of the guardrail or the road surface and extends to the column, that is, the ground is combined and connected to the grid. In addition, when connecting wind turbines at a straight line, a long beam 7 can be added on both sides of the straight line and the wind turbine, and the same connection structure of the long beam intersection is used at the wind turbine connection point, with an extended cross at both ends. One or two columns can be used to make the wind turbine as stable as if it were connected at the long beam intersection, except that the long beam on the added column is no longer extended. Since wind turbines can be connected at both the intersection and the straight extension of the support frame, a flexible combination of connection methods can be used, or only connect at the intersection, or only connect at the extended section, or connect at both the intersection and the straight line, or connect a single generator, or connect a combination of multiple generators, all to maximize the benefits of the power farm, while at the same time ensuring that the wake effects between the wind turbines do not affect each other, staggered layers and dislocations are used to avoid the wake effect. That is, after connecting the wind turbine at position A on the first layer, do not connect it at position B where the wake effect is, and connect it after position C disappears, and so on. When connecting the second layer, stagger the first layer position A, and connect the corresponding layer to the layer corresponding to position B on the first layer where no wind turbine is connected, that is, the second layer, and connect the wind turbines in the same staggered manner as the first layer, staggering them on the support frame in turn, so as to connect as many wind turbines as possible while reducing the mutual influence of the wake effect between wind turbines. Although the support frame and columns are still interfered by turbidity and other interferences, the impact on the wind turbines is still relatively small. In short, connecting wind turbines on high-altitude multi-layer support frames can make the wind turbines more efficient, the wind farm has greater benefits, and it can easily build large-scale electric fields.

[0065] Wind turbines are connected to long beams, and a single or double-column long beam can be cross-connected in the middle of the beam. This allows the long beam to connect to the long beam at the intersection, reducing the density of road intersections while ensuring that the wind turbines are connected to a stable long beam intersection. However, adding columns to high-altitude multi-layer support frames on farmland with mechanized tillage shortens the column spacing, hindering the passage of large machinery.

[0066] In addition, it can also be connected to a kind of high-altitude multi-layer road and support frame to connect wind turbines, connect water spray network, wind farm structure, high-altitude multi-layer support frame and road connection power plant, can be built on grassland grain land, and adopt the same vertical and horizontal cross road that is support frame network, the upper layer of the grid frame is connected to wind turbine, between each section of the bottom layer of the grid frame, a certain layer of long beam extends, multiple rows of water pipes 42 nozzle water distribution pipes with rotating nozzles are arranged, the water distribution pipes are connected to the main water pipe, each nozzle is spaced apart so that the ground crops can be evenly sprayed with water and fully covered as a fixed distance, forming a water spray network, the water spray network can adopt a large grid with a thin rope or thin rod of a fixedly supported stable nozzle and a nozzle, fixed on the vertical and horizontal cross corresponding road long beam. The water distribution pipe is connected to the water distribution pipe 16 on the road, and the water distribution pipe is connected to the water main 15 of a certain area, forming a kind of wind power farm that can generate electricity and sprinkle irrigation. Although modern agriculture water spraying, fertilizing, and pesticide application are also modernized, large-scale investment is also very large. Because ground-based sprinkler pipes can only be laid within the spraying distance to fully cover crops, current surface irrigation methods, like the long distances between crisscrossing overhead roads, allow for multiple pipe connections along the roads, without disrupting the surface and impacting large-scale mechanized agricultural production. This eliminates the need for year-round installation of surface pipes, spray equipment, fertilizers, and pesticides, significantly reducing labor and costs. Building wind farms on such large areas of farmland or grasslands achieves a win-win situation, a lasting, long-term solution. This allows the farm to serve a significant function, providing reliable agricultural production, rather than the uncertainties of relying on the weather. This also significantly increases the number of wind turbine construction sites.

[0067] See Figure 3 :Schematic diagram of various connectors and components

[0068] Connectors are the transition pieces that connect components to the columns. Components can be directly attached to the columns, holes can be set at the corresponding joints and fixed with screws, or welding can be used to secure the components. However, all of these methods affect the reliability, strength, load-bearing capacity, and thermal expansion and contraction of the overall road connection. Therefore, using connectors is more convenient, reliable, stable, and flexible. There are many types of connectors, but each one, while different in style, has multiple holes on the extended screws attached to the columns. These include hem holes for connecting diagonal braces and cross braces along the short beams, rope holes for connecting diagonal braces or tie rods (ropes) along the long beams, and slots for supporting and securing the short beams. Furthermore, various connectors can be extended downward with additional slots and elongated holes as needed, such as for connecting elevators with secondary support frames or for connecting truss beams using two short beams to two long beams. Each connector type has its own advantages, so the optimal choice is determined based on the road's location. In practice, a single connector is often used.

[0069] 1. The two-in-one tubular connector 43 is a connector made by combining two halves of a short tube of the same shape as the column. The two halves have multiple column extension screws 44 connected to the column in the middle, extension pieces and bayonet holes 45 on either side for connecting to short beams, and slots 46 for securing the short beams. The slots are designed to accommodate short beams of varying diameters and to allow for vibration along the long beams during earthquakes. The half tubes have extension piece holes 47 on either side for connecting to pull ropes or pull rods, hem holes 48 for connecting to cross braces 6 or other diagonal braces between the two road columns, and holes 49 for joining the two halves. The connector can be extended downward to further include extension pieces and bayonet holes 43, slots 44, and slots 48 or 47 for connecting to pull rods and other components, as needed.

[0070] 2. Angle-channel connector 50, an angle steel with holes on both sides or a channel steel with holes on all three sides, is a set of two angle (channel) steels fixed to either side of the column. Each angle (channel) steel is secured to the column's tie rod 44 using multiple holes on one or both sides. One side of the angle steel has a latch 45, while the other two sides of the channel steel have latches and long holes 46 on the left and right sides. These connectors are used to connect the short beams 5. When bracing or tie rods are required for both the long and short beams, the two angle steels can be combined to form a single channel steel. Multiple holes 47 and 48 are provided on both sides for connecting cross braces, tie rods, etc. Alternatively, the connector can be manufactured directly as a channel steel. A further latch can be added downward for connecting secondary short beams when connecting to elevators. When using angle-channel connectors, when the column is erected, the screw holes 44 on the column are aligned with the upper beam.

[0071] 3. A flat-plate connector 51 has a bayonet 45 on a flat plate like the other connectors, and a long fixed hole 46 for the short beam at the bottom of the bayonet, and also has a folded cross-bracing hole 48, with rows of holes 47 on both sides. The middle row of holes is used to fix to a plurality of connecting screws 44, and a row of rope holes 47 on each side for connecting the diagonal brace or pull rod (rope) in the direction of the long beam, etc. The folded hole 48 is used to connect the cross-bracing 6 and the short diagonal brace between the column and the short beam. The short beam fixing long hole 46 is used to connect and fix short beams of different diameters. Two flat connectors can also be combined into one to form a box-type connector for convenient connection of the pull rope and pull rod.

[0072] 4. Cross-shaped connector 52, with upper and lower vertical tubes 53 of the same shape as the columns. Extending from the middle section are tubular or slotted extension tubes 54 on either side. These extensions support the short beams. Similarly, the bottom and top of the extension tubes 54 are provided with slotted holes for securing the short beams. Screws are threaded through the slots in the extension tubes to secure the short beams. The extension tubes connect to the long beams 7 and have inward-extending, oblique holes 55 on their sides. The extension tubes should be larger than the long beams. The oblique holes provide space for the long beams and long diagonal braces to expand and contract due to heat. Multiple outward-protruding slots 56 are provided on both sides of the upper and lower vertical tubes 53 to connect the cross braces 6 between the two columns in the direction of the short beams and the short diagonal braces between the columns and the short beams. The holes in the other direction are also used to extend the screw rod 44 to connect the upper and lower tubes to the column. If the diameter of the column and the upper and lower short vertical tubes 53 are too different, a short liner tube 57 of the same shape as the column or tube can be set inside or outside the tube and between the column, and the connecting screw rod 44 is used to fix the column and the upper and lower vertical tubes 53 and the short liner tube 52. This connector is not suitable for connecting intersections and pull ropes. The connecting pull rope can only be put on the vertical tube with a rope loop and fixed with a rope clamp.

[0073] Whether it is the two-in-one connector 43, the angle channel connector 50, or the flat plate connector 51, although they have different shapes, they all have holes for connecting to the column screw 44, a clip 45 for connecting to the short beam, a long hole 46 for fixing the short beam, and holes 47 or 48 for connecting to the diagonal brace and other components. In addition, the bottom connector can be extended downward to provide a clip 44 and long hole 46 and a hole 47 or 48. In addition, the flat plate connector 51 and the angle channel connector 50 are more advantageous connectors.

[0074] 5. Connection of each component on the connector

[0075] Components can be connected directly to the columns, with corresponding holes provided between the components and the columns. This involves using two short beams, secured to either side of the column with long screws, and then overlapping the long beams. Alternatively, holes can be provided at the connecting points and secured with screws, with the braces or tie rods also secured directly to the columns through holes. This type of connection is less secure and can cause significant damage to the columns, so connectors are often used.

[0076] ① The connecting member itself is connected to the screw rod 44 through the column, and more than two screw rods are fixed on the column. The more screw rods there are, the stronger the load-bearing capacity.

[0077] ② The angle steel connector 50 is connected to both sides of the column, so the direction of the screw hole 44 when the column is erected is along the long beam direction, and the column erection hole 44 of other connectors is along the short beam direction.

[0078] ③ After the columns are connected, the connectors should be connected simultaneously at the column extensions. The cross brace 6 between the two corresponding columns on either side of the road and the short beam 5 should be connected to the connectors. The gaps between the cross brace and the connector holes due to the brace diameter should be filled with washers or sleeves to ensure a tight and stable connection. The same procedure should be applied to other areas. The cross brace is connected to the bottom hole 48 of the connector. The short beam is supported by the bayonet and connected to the elongated hole 46.

[0079] ④ A short diagonal brace 58 can be connected between the end of the short beam and the column, i.e. the hole 48 of the connecting piece. It has the same function as the cross diagonal brace 6 and can replace each other or be used in combination. At the same time, the short diagonal brace 58 also has a stabilizing effect on the short beam.

[0080] ⑤ The short beams are two short beams fixed to the columns and connectors on either side. They are secured with screws using elongated holes 46 for short beam fixing, which accommodate short beams of varying diameters. Alternatively, the short beams are secured only by the hem holes. While their strength is adequate when stationary, they can easily deform under the powerful impact of an earthquake. Therefore, cross braces 6 can be used to connect the ends of the two short beams.

[0081] Long beam connection: After the short beam is secured, a long beam connection angle steel 59 is superimposed on it. Both sides of the long beam connection angle steel have elongated holes, with one side having at least one elongated horizontal hole 60 for connecting the long beam. Screws are used to secure the long beam to the elongated holes. The elongated holes allow the long beam to move due to thermal expansion and contraction, as well as in the event of an earthquake. Multiple elongated holes enhance the torsional resistance of the entire road support frame. The other side of the angle steel 59 also has vertical elongated holes 61, which connect to the screws 44 extending from the columns and / or the holes in the connectors. The vertical elongated holes are reserved to accommodate the long beam connection angle steel 59 during thermal expansion and contraction of the long diagonal braces on the road bottom, and to allow space for the short beam to move upward when its diameter increases. The two ends of the long beam are connected to the long beam connection angle steel 59 on the connectors of two adjacent columns. After the short beam is fixed, a flat plate 62 can also be overlapped on it, which has the same function as the long beam connection angle steel 59. There are folded edges on both sides of the flat plate, and there are vertical long holes 61 on the folded edges that are the same as the long beam connection angle steel, which are fixed on the column extension screw 44 or on the hole of the connecting piece. The other side of the long beam, that is, the long beam connection long hole 60 on the flat plate, is connected to the long beam. At the same time, when a long beam is added in the middle of the road, when the long beam connection angle steel 59 is used, the same long beam connection angle steel 59 is used to connect the long beam and then overlap it in the middle of the two short beams. When the flat plate 62 is used, the middle long beam is directly provided with long holes like the two sides of the flat plate, fixedly connected to the middle long beam, and the long beams on both sides are also directly connected in the same way. More long beam connection long holes 60 can also be provided, and multiple long beam hole positions are connected to increase the torsional resistance of the road. The long beam can be used depending on the width of the road. Two long beams or more than two long beams can be used. If the two ends of the flat plate 62 are extended, and long beams are fixed at the ends, and the ends are also folded to increase strength, it is equivalent to adding cross braces between the road surface planes formed by the long beams, which can increase the road's resistance to torsional force. To increase the road's resistance to torsional force, cross braces 6 are connected to the two end planes of the short beam and / or the long beams on both sides. This connection can be made at any section of the long beam. The long beam of the cross-shaped connector is inserted into the extension tubes 54 on both sides. Corresponding oblique long holes 55 are used to connect the ends of the long beam with screws. The oblique long holes 55 are reserved for extension space for the long beam and the long braces to expand and contract due to heat and cold. The long beam can also be directly overlapped on the short beam, and holes can also be provided to connect to the short beam, but this is only suitable for connecting two short beams to the middle section of the long beam. If there are no short beams, the long beam can be directly connected to the column holes by holes or / and the bottom of the long beam can be fixed on the column through a hole, through which a screw rod can be passed to support the long beam. A perforated film can also be used on the long beam to fix the long beam to the column. A pull rod 23 or a diagonal brace can also be provided between the long beam and the column to support the long beam. A crossbeam can be used to fix the distance between the two long beams between the two corresponding columns, and the crossbeam can be fixedly connected to the long beam by holes instead of short beams. The crossbeams on the long beam can also be connected crosswise or diagonally to form a trapezoid or triangle to prevent the long beam from shifting in the plane.

[0082] Crossbeam 63 connection: After the long beam is connected, crossbeam 63 is connected to the long beam. The crossbeam can be a short channel steel crossbeam. When the diagonal brace and the pull rod and rope are not connected, the channel steel crossbeam 63 has a bayonet downward and is stuck on the long beam. The bayonet on both sides is connected with the holes at both ends of the short piece 64. The crossbeam is fixed to the long beam. It is also possible to set holes in the long beam to fix the crossbeam, but this will damage the long beam and reduce its bearing capacity. At the same time, the folded edge of the bayonet is provided with a hole 65 to facilitate the connection of the diagonal brace or the pull rod 23 and the pull rope 66. When connecting the diagonal brace and the pull rod (rope), the bayonet is upward to provide strong support for the long beam. The two ends of the crossbeam 63 are also porous to facilitate the connection of the guardrail column 67. A small angle steel or channel steel 68 is connected to the guardrail column 67, which fixes and supports the guardrail long beam 69. A small long beam connecting angle steel 70 is connected at both ends of the guardrail long beam.

[0083] Connection of the pull rod 23: The pull rod is connected to the pull rod hole 47 of the connector in the direction of the long beam, and the end hole is tightened with a screw. The cross-shaped connector is directly connected to the connecting screw 44. The pull rod 23 is connected to the hole 47 of the connector in the direction of the long beam on the previous layer or above, and the pull rod hole and the connector hole are also tightened with a screw. The bottom end of the pull rod is connected to the long beam 7, or the cross beam 63 connected to the bottom end of the long beam, or the middle long beam 8, so that the column long beam and the pull rod form a tripod stable support frame. If it is a pull rope 66, the pull rope can be passed through the connector hole, and then an anchor 71 can be connected to the end of the pull rope to prevent the rope end from exiting the hole. The lower end can be put on the cross beam hole, or the long beam hole or the middle long beam 8 in the same way. It is also possible to connect multiple layers of pull ropes from bottom to top on the connector, and after passing the pull rope, multiple sections of pull rope can be connected in sequence on the long beam. Alternatively, the pull rope can be connected to the columns (i.e., connectors) at both ends of one or more long beam sections using a whole rope. The corresponding long beam sections are then connected using connecting rods 72. Connecting rod 72 is attached to the long beam, a crossbeam below the long beam, an intermediate long beam 8, or a separate long beam with a hole. A screw is inserted through the vertical hole in the connecting rod 72, which is secured with a nut. A sleeve connecting rod 72 with an internal thread on one end and a hook, ring, or hole on the other end is inserted through the screw and then attached to the rope. Multiple connecting rods 72 can be used. Alternatively, after connecting one or more rope sections in this manner, they can be anchored to the corresponding long beams at both ends. A support tube is then attached to the anchoring section, supporting the support tube between the long beam and the column. The corresponding rope sections on the long beam are connected to the connecting rods, and multiple connecting rods 72 can be used, with each rope section separated by a support tube 73.

[0084] The intermediate long beam 8 is an additional end or more than one intermediate long beam when the long beam needs to be extended. It has the same shape as the long beam, or is nested in size, or the two long beams overlap, and are connected by multiple screws. In particular, it is connected to a parallel-blade wind turbine, which can extend the long beam longer and make the wind turbine blades extend longer.

[0085] The extension connection of the truss-type long beam is also achieved by connecting the upper and lower long beams in a nested or overlapping manner and fixing them with multiple screws, and then adding diagonal braces to form a triangle with short rods so that it does not affect the support frame, forming an extendable truss long beam.

[0086] This allows for longer connected beams and reduces the need for long diagonal braces, making the road lighter. This results in lower inertia, reduced risk of falling over, and greater economical use. A double-hole wire clamp 74 is directly threaded onto the cross-shaped connector 52 to form a rope loop 75. This loop is then threaded onto the column and supported by the slotted screw rod 56 or screw rod 44. The other end of the pull rope is then lowered onto the extension beam.

[0087] Guardrail connection: The guardrail is supported by guardrail posts 67 at both ends of a crossbeam 63 fixed to the long beam. The upper end of the guardrail post is connected to a guardrail small channel steel 68, which is then connected to the guardrail long beam 69 and guardrail angle steel 70. The guardrail long beam 69 is connected to the guardrail angle steel 70 on the column connectors on both sides. The guardrail angle steel 70 has a long hole and is connected to the connector or the column extension hole 44. The long hole also prevents thermal expansion and contraction of the guardrail long beam and allows space for movement. The guardrail post 67 can also be connected to the connector to increase the height of the guardrail. The guardrail angle steel 70 is then connected to the top of the guardrail post. The guardrail post is a screw rod set into the crossbeam hole, and two upper and lower screw caps are tightened, and the guardrail post with an inner screw is put on.

[0088] See Figure 4 : Schematic diagram of the connection between the long beam and the pull rod and rope

[0089] The road long beam adopts a single long beam, and can also adopt a double long beam, or a truss long beam composed of double long beams, and the same intermediate long beam 8 can be added to the middle section of the single long beam, double long beam or truss long beam to form an extendable long beam.

[0090] Long beams can also be directly connected to short beams on the connectors without the need for angle steel or uneven plates.

[0091] The long beam can be directly connected to the short beam without connectors (as shown in the first layer at the bottom of the figure). Holes are directly set at the connection between the two parts and fixed with screws. The short beam can also be directly fixed to the column with screws, and holes can be set on the bottom surface of the short beam to pass through the screws to support the short beam and long beam again. The long beam including the guardrail can also be set with holes on the column and connected again. After directly connecting the short beam and the long beam, the cross bracing rod can also be directly connected. This connection reduces the number of connectors and can also achieve the connection of various components, but the firmness is not strong, and multiple holes in different directions need to be set on the column, which will cause greater damage to the column. Therefore, it is best to use connectors.

[0092] Typically, only one type of connector is used on a column. Flat connectors are more secure and reliable at road intersections, and are convenient for connecting pull rods and ropes in four directions. Channel steel or two-in-one tubular connectors have lower strength due to their lower hem holes, which reduces overall strength after connecting the components and is more complicated to connect. However, cross-type connectors can achieve the desired connection. Each connector is fixed to the column with multiple screws, and a single type of connector is usually used.

[0093] 1. Connection of short beams and cross braces

[0094] After the connector is fixed on the column, two short beams 5 are connected to the connector bayonet 45 between two groups of columns on the corresponding side of the road surface, and the short beams 5 are fixed using folded long holes 46. The cross braces 6 are connected under the bayonet 45. There are multiple holes at both ends of the short beams, and roads of different widths can be formed by connecting different hole positions.

[0095] The short beam is fixed by the hemming holes 46. The components are hemmed by a punch press, which is not too thick and has less strength. Although the bayonet 45 is needed to support it, it is poor in torsion resistance and robustness when the road is impacted. Therefore, the short beam 5 can be extended outside the columns at both ends and a cross brace 6 can be connected on the plane between the two short beams to enhance the road robustness. At the same time, the cross brace 6 can be connected on the connector under the short beam between the two columns on the corresponding surface of the road surface, or the short brace can be connected between the connector and the short beam and at the end of the short beam, and the cross brace can be shared or replaced with each other. The middle intersection of the cross brace should be fixed, and there is an empty section between one of the surface braces and the connector, which is filled with washers or pads. The cross brace can also be connected between the two long beams on both sides of the road surface, or it can be connected into a parallel truss, which increases the road torsion resistance and facilitates the support of the road surface.

[0096] 2. Connection of components at both ends of the long beam

[0097] After the short beams and cross braces are connected to the connectors, long beam connecting angle steel 59 or flat plate 62 is attached to the short beams 5 or columns and connectors to connect the long beams. The long beam connecting angle steel 59 is an angle steel with elongated or round holes on both sides. One vertical elongated hole 61 is used to connect to the columns and connectors. This allows for short beams of varying diameters to be connected. The elongated hole also allows the columns to vibrate due to thermal expansion and contraction of the long diagonal braces or tie rods, or when the columns vibrate during earthquakes. The elongated hole is supported by the short beams. One horizontal elongated hole 60 is used to connect the straight long beams 7. Flat plate 62 has folded edges on both sides, each with vertical elongated holes 61. These edges are also fixedly connected to the columns and connector holes. Its flat surface is also provided with horizontal elongated holes 60, and multiple connecting holes 60 can be provided to connect multiple long beams. However, when connecting more than two long beams, angle steel 59 can only be added, with each angle steel connecting a pair of long beams. The transverse slots 60 allow for expansion and contraction of the beam 7 due to thermal expansion and contraction, and also allow the column to vibrate during earthquakes. Therefore, the ends of the beam 7 are connected with appropriate tightness to allow for some movement. Since thermal expansion and contraction occur equally on both sides of the column, there is no pushing or pulling on the column; both sides are equally stressed. Furthermore, the space for beam movement and contraction, i.e., the slots, is relatively small.

[0098] 3. Connection of long beams

[0099] ① The long beam can be a single straight beam 7, connected at both ends to the connecting angles 59 on the columns or to the flat plate 62, connected through multiple elongated holes 60. The drawstrings 66 or pull rods 23 are connected to the long beam 7, either directly with side holes or through the hem holes 65 on the crossbeam 63 at the bottom of the long beam 7. The drawstrings 66 or pull rods 14 can be connected to the side or flat holes at both ends of the crossbeam. Alternatively, the long beam can be constructed by directly fixing the middle section of a single long beam to the short beam, with the two sections connected to form an extended middle long beam.

[0100] ② The long beam can add an auxiliary channel steel or angle steel 76 at the bottom of the long beam, and both ends are connected to the connecting angle steel 59 or the flat plate on the column, and the long beam 7 is connected to the angle steel or channel steel at the same hole position, and the pull rope 66 or pull rod 23 is directly connected to the side or plane of the channel steel or angle steel hole (as shown in the middle layer of the figure).

[0101] ③ The road can also utilize a truss long beam roadway consisting of two long beams, one above the other. The two long beams (as shown in the upper road layer) are: Connectors extending downward from the lower ends of the road surface long beams. These extended connectors can also include slots 45 and hem holes 46. These are then connected to short beams, long beam connecting angles 59 or flat plates 62, and a layer of long beams 7 identical to the road surface long beams 7. N short columns 77 are used to connect the long beams between the upper and lower layers of the long beams. Each adjacent short column 77 is connected diagonally end to end. Welding can be used, but the most convenient method is to have holes at both ends of the short columns 77, along with corresponding holes in the long beams. The two components are secured with screws in the same or adjacent holes. Alternatively, short diagonal braces can be used to connect the two long beams end to end, forming N small triangular supports between the two beams. This creates a vertical truss long beam. This doubles the load-bearing capacity of the long beams, thereby reducing their diameter and weight. Then lay the crossbeam 63 on the upper long beam, that is, the road surface long beam, lay the grid and the road surface on the crossbeam, connect the guardrail bottom long beam and the guardrail column 67 at both ends of the crossbeam, and then connect a small channel steel or buckle or hook 68 to the top of the guardrail column, and connect the supporting top guardrail long beam 69 on it. A small connecting angle steel 70 with a long hole is connected at both ends of the guardrail top long beam 69 and fixed at the top of the connecting piece to form a road surface with a truss long beam.

[0102] ④ Extended beams can be single beams, double beams, or truss beams, including guardrail beams. Two beams 7 can be connected to the connecting angles 59 or flat plates 62 on either side of the columns, as well as the guardrail angles 70. The ends of the two beams intersect midway between the two columns or are connected together to one or more intermediate beams 8, forming an extendable beam connecting two or more sections of beams. On the columns, the beams 7 can be connected by connecting one end of the beam 7 to the angle 59 or flat plate 62. Alternatively, a similar angle 59 or flat plate 62 can be attached to and overlapped above the beam end, with the upper and lower angles 59 or flat plates 62 connected using multiple screws, so that the ends of the beam 7 are connected between the upper and lower angles 59 or flat plates 62, thereby increasing the strength of the beam ends. Alternatively, the middle section of the beam 7 can be connected to the angle 59 or flat plate 62 on the column, with the ends extending toward the column to connect to the intermediate beams 8. However, this connection reduces the length of the beam 7 by half. The extendable long beams can be provided with holes at the ends of the long beam 7 and holes in the middle long beam 8 for connecting the tie rods 23 or ropes 66, or holes at the bottom connecting the cross beam 63 for connecting the tie rods and ropes. Auxiliary long beams can also be extended in two or more sections of angle steel or channel steel in the same manner, connected to the extended long beams on the angle steel 59 or flat plate 62 on the two side columns, with the middle section connecting the tie rods 23 and ropes 66. The long beams 7 and the middle long beams can be directly made of angle steel or channel steel, with rope holes in the flat surface and connection holes or tie rod holes in the flat surface and sides, to increase the load-bearing capacity of the long beams.

[0103] ⑤ Between the two long beams on either side of the road surface, cross braces can be connected or they can be connected to form a parallel truss, which increases the road's torsional resistance and provides convenient support for the road surface. This can be used as a single long beam on the road surface or in combination with a truss beam between the two layers of long beams on either side.

[0104] ⑥ The extension of the truss long beam is the connection of the middle long beam 8. Multiple holes are directly set on the two long beams 7. The added long beam is also provided with multiple holes. The corresponding holes are penetrated with screws, and the two ends of the middle long beam are respectively connected to the truss long beam to achieve the extension of the long beam. Then, a short rod triangle is made on the middle long beam and connected obliquely to the long beam to form an extended truss long beam.

[0105] The long beam ends are connected by multiple holes corresponding to the multiple long holes on the plate or connecting angle steel, making a moderately tight connection to allow the long beam to move within the long holes due to thermal expansion and contraction during earthquakes. The multiple holes also enhance the torsional strength of the connection.

[0106] 4. Connection of pull rod 23

[0107] After the long beams of the road are connected, in order to stabilize the direction of the long beams and reduce the load-bearing force of the middle section of the long beams, a long diagonal brace can be connected between the columns and connectors and the middle section of the long beams. However, since the brace must have a large diameter and the support angle of the brace is too flat, that is, when the long beams are too long, the support effect is poor. Therefore, tie rods can be used as the main material instead of diagonal braces. Tie rods are connected to the columns and connectors above the long beams. The bottom end of the tie rod 23 is connected to the long beam 7 and the crossbeam 63 fixed below the long beam, or the long beam angle steel channel steel, or the middle section long beam 8. In addition, one or more layers of tie rods can be connected from the bottom up to the columns and connectors, corresponding to one or more sections connected to the long beams. This effectively reduces the weight of the middle section of the long beams. At the same time, because the long beam 7, the columns 3, and the tie rods 23 form a tripod, the road is more stable along the direction of the long beams. The pull rod 23 connects the long beam and the components on the long beam. Holes can be set on the side of the components to directly connect the pull rod 23 with the long beam 7 or angle steel or cross beam 63 or the middle long beam 8 with screws.

[0108] The connection of the top of the pull rod can be directly fixedly connected by using a screw on the corresponding pull rod rope hole on the connector. When the pull rod is long, the pull rod hole 47 can be set as an oblique long hole, and the pull rod end hole and the long hole are fixedly connected with a screw. The long hole is designed to provide a movement space for the pull rod when the pull rod expands and contracts with heat, or to leave a certain vibration space for the column when encountering an earthquake. Two flat plate connectors 62 can also be used to connect the two flat plates to one side and fix them on the column. The two flat plates are fixed using multiple connecting screws 44. The two folded edges overlap or are parallel to form a two-in-one box-type flat plate connector 62. The pull rod 23 is inserted into the flat plate folded edge hole 78, and after the short screw 79 is passed through the pull rod end hole, it is leaned against the two flat plates to connect the row of holes. When the pull rod is long, the connecting hole, i.e., the row of holes, can be set as an oblique long hole. The rows of holes on both sides of the flat plate connector can be used to connect the pull rod 23 or the pull rope 66 and the screws that connect and fasten the two flat plate connectors, so as to connect one or more layers of pull rods. Connect one or more sections of long beams on either side of the column, creating a triangular support structure between the tie rods, columns, and beams, further stabilizing the support frame. Connecting the two flat plate connectors in this way ensures a more secure and reliable tie rod connection, and balances the forces on the tie rod end holes. When using truss-shaped beams, connect the tie rods to the long beams at the bottom of the truss whenever possible.

[0109] 5. Connection of drawstring 66

[0110] Although the pull rod is light and the supporting frame connected is more stable, when the long beam is too long, the pull rod length is too long and its supporting strength also decreases. Therefore, under the premise that the tripod consisting of the pull rod, the column and the long beam has enough supporting strength, the longer pull rod 23 can be replaced by the pull rope 66.

[0111] Rope Connection: Ropes 66 are used on the long beams instead of tie rods 23. This is done so that, after the tie rods are connected, the triangular support structure formed by tie rods 23, the long beams, and the columns is sufficiently strong, providing greater stability in the direction of the long beams. This allows ropes to replace the longer tie rods 23. Therefore, the tie rods 23 closer to the columns can be strengthened by increasing their diameter, allowing for fewer tie rods to be used, and ropes 66 to replace them. However, ropes may not be required when the distance between building columns on the truss long beams is short. For example, when connecting a wind turbine, the lighter wind turbine may also not require ropes.

[0112] The drawstring can be connected in different ways

[0113] (1) The pull rope 66 can be directly inserted into the hole on the long beam 7, the crossbeam 63 below the long beam, or the plane of the middle long beam 8, and anchored with an anchor. The other end of the pull rope can be anchored to the column of any section above the long beam and the hole 47 of the connector, and also anchored with an anchor. Multiple layers can be connected from bottom to top on the connector, corresponding to multiple sections on the long beam. The same connection is made on the other side of the road surface. This connection is feasible, but the force on the connector is unbalanced and it is easy to deform over time.

[0114] (2) A whole pull rope 66 can be used to pass through the column and the connecting piece, and the two ends of the pull rope are respectively led out from both sides of the connecting piece, and the pull ropes at the connecting holes on both sides are fixed with wire clamps, and then extended to the long beam 7 in the middle section of the long beam on both sides of the column or the cross beam 63 fixedly connected under the long beam or the auxiliary channel steel or the middle long beam 8 for anchoring. Similarly, multiple layers and multiple pull ropes can be connected from bottom to top on the connecting piece, and multiple sections of pull ropes can be connected on the long beams on both sides. The same connection is made on the corresponding column on the road surface, and a sleeve is added to the pull rope between the two groove walls.

[0115] (3) A whole pull rope 66 can be used, which is respectively threaded through the columns and connectors on both sides of a long beam. The pull rope 66 is respectively led out from the two columns and connectors on both sides, and the pull rope 66 at each connector is fixed with a wire clamp. The pull ropes on both sides can also continue to extend to multiple sections of long beams on both sides, and the pull rope 66 is also threaded through the columns and connectors between each section of the long beam until the pull rope 66 is respectively fixed on a certain section of the long beam 7 or on the crossbeam 63 connected to the bottom of the long beam or on the middle section of the long beam. 8 or auxiliary angle steel 76, which has vertical holes, is provided. The pull rope is inserted into the corresponding flat hole and anchored using an anchor. Because the pull rope is long and the diameter of the pull rope is large, the pull rope 66 can be tied to the long beam at the rope end, i.e., the corresponding long beam (as shown in the first layer at the bottom of the figure). A short screw rod 79 is inserted into the corresponding holes in the front and back of the binding rope ring 80. After supporting the binding point, the pull rope is then passed through the corresponding component hole and anchored using the anchor 71, thereby increasing the reliability and firmness of the anchor point. Because this section of the pull rope transmits a huge tensile force to this section of the long beam, this section of the pull rope can be inserted into a support pipe with multiple sections connected by internal and external screw threads, or a whole support pipe 73 can be inserted between this section of the rope and the long beam to offset the tension of the pull rope on this section of the long beam. Alternatively, the diameter of this section of the long beam can be increased or a diameter-increasing beam can be added to increase the bending resistance. After the ends of the pull rope are anchored, each corresponding section of the long beam is connected to the pull rope. The draw rope is connected to the long beam and can be directly connected, that is, the middle section of the draw rope is put on the bayonet of the crossbeam 49 fixedly connected under the long beam, the bayonet is fixed with a short piece of the draw rope, and the draw rope is put on the support tube 73 between the crossbeams. The connecting rod 72 can also be used for connection, which is to use a long screw rod 81 to pass through the crossbeam 63 under the long beam or the long beam 7, or on the plane hole of the middle section of the long beam 8, or to set a long rod 82 with a hole, fix it under the crossbeam with a screw rod, then use a screw cap to put the screw rod up and down to fix it on the component, and then use an inner screw connecting rod 72 to be connected to the screw rod 81. The top end of the connecting rod 72 can be directly connected to a hole for inserting into the pull rope 66, or a component with a hook or a clamp and an external screw handle at one end can be provided, which is connected between the pull rope 66 and the connecting rod 72. One or more connecting rods 72 can be connected in sections on each long beam. The spacing of the connecting rods on the pull rope 66 can be separated by inserting a support tube 73 on the pull rope, and a wire clamp can be added to fix the support tube so that it does not move on the pull rope. This type of connection is only suitable for using a pull rope between the connector and the long beam to connect the long beam sections. Therefore, the pull rope 66 requires a larger diameter and a tighter connection on the connector. Therefore, in addition to connecting the pull rope at the place where the pull rope is led out of the connector to fix the pull rope so that it does not move, two flat plates 62 can also be used to fix its reverse side on both sides of the column. At the same time, after the pull rope passes through the column, two layers of anti-slip rubber gaskets are respectively put on the upper and lower sides, and the pull rope is stuck into the rubber gasket between the two upper and lower rows of screw rods. Then a layer of rubber pad is put on so that the pull rope is fixed between the two screw rods by the rubber pad, and then another flat plate is put on and tightened to form a box-type connector to tighten the pull rope.The two rows of holes 47 and the middle hole are covered with screws, and thicker non-slip washers are covered on the row hole screws 47 and the middle connecting extension screw 44. The pull rope is overlapped and hung on each screw rod and then taken out from the folded edge hole 78 of the connector. The folded edge hole 78 can be set as a semicircular hole or an open hole. After the pull rope is hung, the same non-slip washer is put on each screw rod so that the pull rope is clamped in the middle by multiple sections of non-slip washers. Then the second flat connector 62 is put on, and the corresponding screw caps are put on each screw rod 44 and 47 to tighten them. The folded edges of the connectors are parallel and overlapped to form a box-type flat connector that is combined into one. An auxiliary wire clamp can also be connected to the folded edge pull rope so that the pull rope does not move left and right on the column and the connector under the extrusion of the non-slip washer and the fixation of the wire clamp. The long beam and the guy rope can be connected using a combination of direct and tie rod connections. If the long beam is too long, a direct connection is used in the middle, with tie rods connecting the ends. Because a single guy rope has a large diameter, length, and weight, anchoring it to both long beams creates significant axial pressure on the beam. Therefore, a support tube 73 with internal screws or a single support tube 73 can be inserted between the anchoring section of the guy rope and the column. This allows the column, long beam, and support tube to form a tripod to offset the axial pressure of the guy rope on the long beam. The guy rope should be threaded through the column. This can be achieved by using an outer column with a larger diameter and corresponding hole for the guy rope, which can be inserted outside the column and through which the guy rope is passed to increase column strength. 6. Connection of the guy rope and guy rod at the intersection.

[0116] When roads intersect, each corner has a column. At the intersection, there are roads extending in four directions. Each column needs to connect two pull rods and ropes in different directions. Therefore, a flat-plate connector is provided, specifically a square flat connector for convenient rope connection when crossing roads. It also has a bayonet 45 and other connection holes. This connector also connects to the pull rods and can be connected to the pull rod end screws with two holes. Rubber pads and non-slip washers can be used for pull ropes 66 in both directions to control the ropes and prevent them from moving. Two pull rope holes 66 are provided in the middle holes of the box-type flatbed in both directions, with the upper and lower holes offset. The corresponding columns also have these offset pull rope holes. Because long pull ropes are used, only one pull rope is required. Therefore, only one pull rope hole is provided on the column, one in each direction. The pull rope passes through the connector and the column. A short column with a larger diameter and the same hole position can be installed in this section to supplement the weakening of the support force of the column by the two-way holes. Corresponding rows of holes are provided on the four directions of the two-in-one flat connector, and high-elastic washers are respectively put on them to fix the pull ropes in the double-layer elastic washers, and multiple screws are set to prevent slipping. The pull ropes extend through the columns and connectors on both sides of the intersection at the intersection, and are respectively guided through the columns and connectors corresponding to one or more sections of long beams for anchoring, and the two ends of the pull ropes are anchored again using bundle holes. If the axial pressure of this section of the pull rope on the long beam is too great, the diameter of the long beam can be increased or a support tube 73 can be put on this section of the pull rope. The support tube can be a support tube with inner grooves at both ends, or a whole support tube can be used. Then anchored on the long beam, the pull rope is directly connected or connected with a connecting rod at each section of the corresponding long beam, which is equivalent to connecting a section of soft long beam with greater toughness and not easy to break on each section of the long beam, so that the bearing capacity of the long beam is increased, the long beam can be extended longer, the road weight is lighter, the inertia is smaller, and it is not easy to collapse, which is more conducive to earthquake prevention and more conducive to the extension of the horizontal blades of the wind turbine, saving more materials and more convenient construction. If the long beams are connected into truss long beams, the extension length of the long beam will be further extended, and the weight is lighter. When the distance is short, the pull rope can be removed to connect the wind turbine. Channel steel and two-in-one tubular connectors and cross-shaped connectors are not suitable for connecting the connector 23 at the intersection, nor are they suitable for connecting the entire pull rope.

[0117] At the intersection, tie rods are connected to each column, or connector, in two directions. These tie rods can be connected to the hem holes of the square connector and secured with screws, or they can be connected to the middle row of holes, with long screws resting their ends against the rows of holes, which can be configured as elongated holes. The bottom ends of the tie rods are also connected to the long beam or a component connected to the long beam. Connecting the tie rods at the intersection further stabilizes the road intersection. The tie rods on all four sides stabilize the intersection, and the addition of horizontal and diagonal braces 39 along the intersection ensures both torsion resistance and stability. The road surface is constructed with a fireproof and waterproof, insulated, perforated pavement 83, such as a grid or horizontal stripes, to ensure ventilation and water permeability. For ground-floor road surfaces, a flat surface can be used.

[0118] See Figure 5 : Schematic diagram of detour roads, branch roads and connections of various components

[0119] 1. The connecting road of bypass road 33 connects to the wind turbine at the intersection of long beams. The number of road layers occupied by the straight-blade wind turbines cannot be extended further. Therefore, the middle sections of the four roads on each side are connected to the adjacent roads through the bypass road 33. Specifically, the short beams at each column where the long beams intersect are replaced with long beams. The middle section of the long beam is connected to the short beam position of the connecting member between the two columns. The two substitute long beams serve as the long beams of the road surface. Crossbeams 63 can be fixed to the long beams, and the ends of the crossbeams can be extended to connect guardrails at both ends. However, the distance between the two long beams in this way is too small. If too much weight is applied to either side, the road surface may overturn. Therefore, a long crossbeam 63 is connected in front of or behind the column, or on the long beam on one side of the column where the long beam extends. The long crossbeam is clamped on the long beam and fixed with a hole connecting piece, and the holes corresponding to the long beam and the crossbeam are further fixed to the long beam with screws. The connection of the long crossbeam widens the road surface at the column. The intersection of the long beam and the crossbeam at both ends and the adjacent columns can use an angle steel or crossbeam with a flat diagonal brace 39, which is clamped on the long beam of the road surface to form an oblique road surface. The long beams of each road surface can also be connected. The beam is then connected to a section of crossbeam 63, which intersects to form a right-angled cross-road surface at the intersection. Crossbeam 63 is then added to the long road beam, and guardrails are connected at both ends to form a detour road 33. If the force is insufficient, a pull rope 66 can be connected to the upper connector 4. The bottom end can be connected to a hole in the middle of the long beam that replaces the long beam and anchored. The pull rope is in the middle of the road, or it can be connected to only one long beam, or to the crossbeam connected to the bottom of the long beam, or two pull ropes can be threaded through at the same time, connected to both sides of the crossbeam. However, the pull rope on one side of the crossbeam changes direction and becomes oblique. This also causes the column to be subjected to a moment in the other direction. Therefore, a pull rod must be connected between the column and the long road beam. More than one layer of pull rods can be connected to stabilize the column and the connector. The top of the pull rod is connected to a surface on one side of the box connector to offset the axial tension of the pull rope on the connector and the column. The draw rope can be guided through two columns with the same draw rope, and the two ends are anchored on the long beam respectively. The draw rope between the two columns can be covered with a support tube 73, which makes it beautiful on the one hand and the column stress balanced on the other.

[0120] If a drawstring is connected to the column at the intersection of the long beams, especially a full-length, multi-section drawstring, a tie rod 23 should be connected between the long beams and the column. The tie rod is connected to a side hole in the long beam. The top connection hole can be a slotted hole, perhaps using the side hole of a two-in-one flat-plate box-type connector. This creates a tripod connection between the tie rod, column, and long beam, offsetting the pull of the drawstring on the column. Because the drawstring does not extend further on the column and can only be anchored to the column where the blades are located, the pull on the column is unbalanced, so the tie rod is used to offset the pull of the drawstring. The pull rope is fixed on both sides of the column with wire clamps. A single pull rope with multiple sections is connected to each long beam by direct connection or connecting rod connection. The direct connection is to put the pull rope on the end of the beam fixedly connected to the bottom end of the long beam, and put a support tube on the pull rope between each section of the beam to separate them. The connecting rod 72 is connected by using a screw rod on the beam to fix the upper and lower ends of the beam with nuts, and then a connecting rod 72 with an inner screw is connected to the screw rod. A handle or hook or ring-shaped component with an outer screw is provided at the top of the connecting rod. The connecting sleeve is connected between the pull rope and the connecting rod. The connecting rod 72 connects multiple sections, divides the pull rope into multiple sections, and uses a support tube 73 to put on each section of the pull rope to separate the connecting rod.

[0121] The intersection of the long beams is designed to connect to the wind turbine. Two or more long beams are overlapped and then secured to the intersecting beams using two upper and lower flat plates 84. Holes are provided around the plates, which are then adjusted and supported using screws, nuts, and washers. This allows the uneven plate at the intersection of the four long beams to form a flat, secure connection platform 26. Holes are provided on the plates to connect to the wind turbine tower 27, which then connects to the wind turbine. The tower also houses the vertical-axis wind turbine's motor and other components, creating an enclosed machine room 28 secured to the platform. The wind turbine's power lines extend along the columns to the ground, where they converge and connect to the grid.

[0122] The connection of the top stabilizing layer where the long beams cross is also the same as the cross-connecting platform, except that a hole is set in the middle of the flat plate 84, the seat bearing connection sleeve is inserted into the hole, and is put on the top of the fan shaft to stabilize the rotation of the fan, but it is not connected to the bypass road.

[0123] The straight long beam is connected to the fan, and its bottom fixed platform and top stabilizing platform are fixed on the road long beam and below with flat plate 84, and are connected in the same way. The detour of the straight road support layer is just to increase or enlarge the platform to make the detour.

[0124] 2. Connecting Branch Roads to the Main Road: Branch roads 9 connect the main road to residents' doors and public building entrances 10. The road extends, curves, or intersects with the building's location, ultimately reaching the optimal, shortest connection point with residents' doors or public building entrances 10. Public building entrances, existing roads, living rooms, or balconies are best suited for connecting to the main road. The most suitable locations are those that avoid load-bearing walls and open walls to create doors 90, connecting to branch roads 9. New buildings should be planned to better accommodate branch roads at the entrances. Fixed connections can be used for branch roads, with both ends fixed to the road or the wall at the bottom of a resident's door. However, such connections can cause the building to sway or collapse during an earthquake, pushing or pulling the branch road. This pulling, collapsing, or tilting of the road can result in poor earthquake protection and is not suitable for earthquake prevention. Therefore, a shockproof connection can be used. This involves fixing one end of the branch road in place while leaving the other end free and overlapping it on a connecting platform. Alternatively, both ends can overlap on the platform, preventing the branches from pulling on each other, colliding, or affecting each other when the building moves or collapses. If the branch road between the road and the residents is short, such as only about one meter, it can be directly connected. However, if the branch road between the main road and the residents is longer, a column branch road 85 can be added. On the added column, the same extension connection and connector are made at each layer of the branch road. A substitute short beam is connected to the connector so that the column and the original column are at the same height when connecting to the long beam 7, allowing for a similar connection. N long beams 63 with wide end slots are connected to the main road to serve as the branch road long beams. These beams extend from between the two columns to the wall plane of the residents. A tripod plane 86 is added to the resident's wall to increase the resident's connection surface. If the branch road is connected using a seismic-resistant design, the long branch road beam 63 is not fixed to the wall plane, but rather overlaps the smooth tripod plane 86. However, in tall buildings, earthquakes can cause the building to sway significantly, leaving the long branch road beam 63 with less room to move within the door frame, causing it to be pushed by the building. Therefore, in tall buildings, the branch road and the ends of the long beam 63 are extended only to the tripod plane 86, separated from the wall by a distance. The tripod plane 86 can be formed by fixing several flat steel bars on the bottom section of the bottom plane of the resident's door with nails to the bottom section of the plane, extending to the bottom surface of the tripod plane, and then fixedly connected to the tripod brace 87 on the wall surface of the tripod plane 86. The long branch road beam 63 overlaps the tripod plane 86. The bottom is located at a certain section around the perimeter, short crossbeams are installed, and after the grid and pavement are laid on top, a flat plate is installed on the ground at a higher level, serving as the pavement below the resident's door. The end of the branch road is separated from the bottom of the flat plate, leaving space for movement around it, and the pavement end is as far as possible outside the door frame and at a distance. In addition, the branch road guardrail, guardrail long beam 69, and guardrail column are located at a certain distance from the wall so that they do not affect each other when the wall and guardrail move. The plane of the resident's tripod plane 86 is larger than the width of the branch road, and short guardrails 88 are provided on both sides, and the short guardrails 88 are fixed to the wall.The branch road guardrail is also spaced a distance from the wall, supplemented by a short guardrail. There's also a distance between the short guardrail and the parallel branch road guardrail. The two parallel guardrails are interlaced and unfixed, filling the gap between the two guardrails. This prevents them from interacting with each other within a certain range during an earthquake. In the event of a wall collapse, the two guardrails don't pull on each other, and the branch road pavement also separates from the wall, providing independence. The upper door bottom plate is extended and rests against the pavement, allowing the branch road and the tripod plane 86 to easily shift relative to each other. The branch road guardrail, short guardrail 88, and crossbar 89 can also simultaneously extend upward to the upper floor's platform and the bottom surface of the branch road, fully enclosing the branch road. The crossbars of the two guardrails should not be too long, as this will compromise the earthquake-proofing effect. Instead, their length should be within or half the distance between the two guardrails. Full enclosure is necessary, so that the building doesn't pull on the branch road during an earthquake, and fully enclosing the branch road is safer.

[0125] If the branch road is between two columns, the diagonal brace is connected to the connecting piece of the column on the next layer to form a diagonal brace frame, which supports the bottom end of the branch road. The diagonal brace can be directly extended to the guardrail of the branch road to prevent the guardrail from turning outward. At the same time, a pull rod can be connected to the diagonal brace connecting beam, and the other end of the pull rod is connected to the column of the upper road, i.e. the connecting piece.

[0126] A gate 90 can also be installed between the two pillars of the branch road, separating the main road from the main road, allowing residents to enjoy the branch road section exclusively. A gatepost angle steel 91, doorframe, and door can be directly connected between the two pillars. A branch road without two pillars is a shorter branch road, such as about one to two meters. At the intersection of the two guardrails, the branch road is constructed by passing a screw through the hole in the long crossbeam 63. A square-shaped long pillar with a hole and guardrail posts 67 are mounted on the screw. An angle steel is connected to the guardrail posts 67, and two holes on the inner corner surfaces securely connect the two guardrail long beams 69. The upper end of the gatepost angle steel 91 extends to the connecting screw of the same angle steel on the upper road. A door chain is connected to the gatepost angle steel 91, or the door frame can also be provided with a door. The long crossbeam 63 of the branch road is clamped on a long beam on the side of the main road using a large bayonet, and short pieces with holes are used to connect both sides of the bayonet, so that the long crossbeam has a certain space to move up and down or left and right when encountering an earthquake.

[0127] 3. Connection of Branch Roads on Household Walls: To establish branch roads on household walls, two or more long crossbeams 63 are fixed to the wall or floor using screws or other reinforcement. Cement can also be used to secure them. A tripod 86 can also be added for added support. Short guardrails 88 are also inserted into holes in the wall and fixed to the wall. A short crossbeam can be installed at the bottom of the branch road, with holes at both ends for connecting to tie rods. The upper end of the tie rod is screwed to the upper end of the wall, and a short support rod is connected to the wall to stabilize the tie rod angle. The other end of the long crossbeam is connected using a shockproof method. The long crossbeam is superimposed on the auxiliary main road surface, or a road slab 92 is fixed to the road surface. The slab has holes and is fixed to the long beam using curved screws or soft steel straps. The slab extends slightly from the bottom of the branch road to allow the branch road and the slab to move easily without pulling on each other. The two guardrails are also staggered vertically and horizontally, and spaced apart. At the same time, a short guardrail 88 is set on both sides of the flat plate, and a crossbar 89 is set on the short guardrail 88 and the branch road guardrail, which cross and stagger with each other but are not fixedly connected.

[0128] Alternatively, both ends of the branch road's long crossbeam can overlap on the surface of a residential wall and the main road, with a tripod plane 86 added to one end of the residential wall. Alternatively, a branch road long crossbeam 89 can overlap on the triangular plane 86, and similarly, a flat steel support can be used to fix the triangular plane in the bottom section. Short guardrails 88 can also be connected to both the main road and branch road surfaces, and crossbars 89 can be connected to both the branch road guardrails and the short guardrails. Both ends are connected using a shock-proof connection and also feature tie rods. Branch road guardrail posts can also be directly connected by holes in the long branch road beam, including the two previous branch road designs. Alternatively, after the branch road is constructed, it can be directly overlapped on the two side platforms, namely the road surface platform and the tripod plane 86, and then connected to the branch road guardrails and guardrails 88 and crossbars 89, using the same enclosed methods as the previous two designs.

[0129] Among the three types of branch road connections, the best connection is to fix the branch road on the main road, and use shockproof connection for the residents' entrances and exits. Because the branch road connected in this way will not leave the road with the building, the escapees can stay longer in the branch road, and there is a longer time for the escapees to escape. There is a certain degree of safety when escaping to the branch road. The distance between the residents and the main road should be usually less than 1-3 meters. Because the branch road is too long, it should be directly set as the main road and the branch road should be reset. Therefore, the escapees only need a few steps to escape to the main road, and then escape to the wide and multiple connected shockproof evacuation slides and slide to the ground. In addition to considering the load-bearing capacity, the road is far away from the building, the road network pulls each other, and the inertia is small, it is not easy to fall, and there are barrier nets on both sides, so compared with being in the building, being on the road also has a certain degree of safety.

[0130] 4. Road intersections and connecting roads naturally need to turn and intersect in the direction of the building location. Roads must also intersect when the straight-line distance is too long. There must be a pillar at each outer corner of the road intersection. Road intersections can best stabilize the road.

[0131] The roads extend or cross or turn along the direction of the building's location to form a road network. Elevators 11 are connected to the floor doors connected to the elevators at multiple intersections and converge on the intersecting or straight road platforms of each floor. One or more elevators 11 can be connected at one intersection. There is a column at each corner where the roads intersect. The elevator shaft is composed of four columns, and cross braces and long or short beams are connected on the four sides of the columns to form the shaft. The more roads intersect or turn, the larger the road network and the higher the stability. In addition, the roads are connected in an anti-seismic manner so that they do not pull or push each other with collapsed buildings, and have a higher degree of independence. The greater the stability and independence of the roads, the better the earthquake resistance. Cross braces can also be connected at the bottom of the intersection of the short beams.

[0132] A crossbeam 63 is connected to the long beam of the road connecting the road guardrail and the grid. When the crossbeam is used to connect the pull rod and the pull rope, the soft belt can be fixed. The corresponding screw rod can also be directly set on the long beam for fixing. When connecting the pull rope, the screw rod should be used to fix the crossbeam. When used as a road surface grid support, it can be stuck on the long beam and fixed on the long beam with a soft belt.

[0133] Two layers of holes are set at both ends of the beam, one layer of holes is used to connect the guardrail posts 67, and the other layer of holes is used to connect the retaining rods 93 and fix the retaining net 94. The guardrail posts 67 and the retaining rods are both made of long screws that are inserted into the end holes of the beam, and the screws are fixed to the ends of the beam with upper and lower nuts. The posts or retaining rods are then set as sleeves or sleeves with inner screws and inserted into the screws. A small angle steel or small channel steel is connected to the top of the guardrail post to support the middle section of the guardrail long beam. A ring or hook-shaped perforated component or a connecting piece can also be used to fix the middle section of the guardrail long beam, and the two ends of the guardrail long beam are connected to the guardrail connecting angle steel on the post. The blocking rod can be extended to the screw rod of the upper or lower road, and a single blocking rod or a double blocking rod can be set. The top of the blocking net 94 is sleeved on the extended end of the beam, and the bottom end is also supported and overlapped on the end of the beam of the next layer. The middle blocking net is sleeved into the blocking net through the hole on the blocking rod, and the blocking net is fixed with a screw or a screw rod 95.

[0134] See Figure 6 : Schematic diagram of branch roads connecting the main road

[0135] A branch road is a branch road connecting the main road to a resident's doorway 10 and a building entrance to a public place. Doors are opened on walls of public building entrances, existing roads, living rooms, balconies, and other places, avoiding load-bearing walls, to connect to the branch road. A seismic-proof connection can be used for the branch road. This is where one end of the branch road is fixed, while the other end is not fixed, but overlapped on a connecting platform, or both ends overlap on the platform. This prevents the two sides from pulling, colliding, or affecting each other when the building moves or collapses. When the branch road between the road and the residents is only about one meter long, it can be directly connected. However, when the branch road between the main road and the residents is longer, a branch road column 85 is added. On each branch road floor, the same extension connection and connector are made on the added branch road column. A substitute short beam 96 is connected to the connector, ensuring that the column and the original column are at the same height when connecting to the long beam, allowing for a uniform connection. On the main road, connect N long beams 63 with wide bayonets 97 at the ends to serve as long beams for branch roads, and extend from between the two columns to the wall plane of the residents and to the wall of the residents to add a tripod plane 86, and keep a distance from the wall. The tripod plane 86 can be fixed on the plane of the bottom section of the resident's door bottom plane by several flat steels 98 fixed to the bottom surface of the tripod plane with screws, and fixedly connected to the diagonal braces 87 on the wall of the tripod 86. The long beam 63 of the branch road overlaps on the plane 86, and after the short beams 63, grid and road surface are installed, a flat plate is used to be installed on the ground at a higher level, that is, the road surface at the bottom of the resident's door separates the end of the branch road from the bottom surface of the flat plate and has moving space around it, and the end of the road surface is as far as possible outside the door bottom frame. In addition, the branch road guardrail, the guardrail long beam 69 and the guardrail column 67 are at a distance from the wall, so that they do not affect each other when the wall and the guardrail move. The plane of the resident's tripod 86 is larger than the width of the branch road, and short guardrails 88 are set on both sides. The short guardrails 88 are fixed on the wall. The branch road guardrail is also at a distance from the wall. The two parallel guardrails are equipped with cross bars 89, which are staggered but not fixed. That is, they fill the gap between the two guardrails and do not affect each other within a certain range during an earthquake. When the wall collapses, the two guardrails do not pull each other, and the branch road pavement is also separated from the wall without pulling each other, making the road independent.

[0136] If the branch road is between two columns, a diagonal brace 20 is connected to the connecting piece of the column on the next layer to form a diagonal brace frame, which supports the bottom end of the branch road. The diagonal brace can be directly extended to the guardrail of the branch road to prevent the guardrail from turning outward. At the same time, a pull rod 23 can be connected to the crossbeam 63 connecting the diagonal brace 20. The other end of the pull rod is connected to the connecting piece of the column on the upper layer of the road. A short rod is connected to the bottom end of the diagonal brace, and the other end is connected to the top of the connecting piece, stabilizing the support frame at the bottom end of the branch road. A door 90 can also be installed between the two columns of the branch road to separate the main road so that residents have exclusive use of the branch road section. The door post angle 91, door frame and door can be directly connected between the two columns. If the branch road is about one to two meters long, at the intersection of the two guardrails, a screw is threaded through the hole in the long crossbeam 63. A long, square-shaped post with a hole and guardrail post 67 are installed on the screw. The guardrail post is connected to the gate post angle steel 91. The two inner corner holes are used to fix the two guardrail long beams. The upper end of the angle steel 91 extends to the connecting screw of the same angle steel on the upper road. The door rubber chain is connected to the angle steel 91, and then the door is connected. The diagonal brace 20 and the pull rod 23 at the bottom end of the branch road can be connected to the hem hole 65 of the crossbeam 63, or directly fixed with a nut on the end hole of the crossbeam 63. The pull rope can be set in a rope ring and put on the end of the beam 63. The guardrail post of the branch road or the main road is fixed with a screw sleeve. The guardrail post can also be provided with a hole, which is inserted into the end hole of the beam 63, and then the beam wall hole 99 is used to insert the screw rod and put on the post hole. The guardrail post and the branch road guardrail post can also be fixed with a long screw rod sleeve with an inner guardrail post. The long beam 63 of the branch road adopts a large bayonet 97 to be stuck on a long beam on the side of the main road, and a short piece with a hole is used to connect the two sides of the bayonet, so that the long beam 63 has a certain space to move up and down or left and right in the event of an earthquake.

[0137] See Figure 7 : Schematic diagram of branch roads on the walls of residents

[0138] The invention relates to a road surface long beam 63 of two or more branch roads, wherein the long beam 63 is fixed with screws or with the wall and the floor steel bar or the like, and can also be solidified with cement, and a tripod 86 can also be added to increase support. The guardrail is also inserted into the wall hole and fixed on the wall. The branch road bottom end can be provided with a short beam 63, and holes are arranged at both ends to be connected with the pull rod 23. The pull rod 23 upper ends are fixed to the wall upper end with screws, and a short rod 100 is connected to also be fixed on the wall to fix the pull rod angle. The branch road long beam other end adopts a shockproof connection, and the branch road long beam is overlapped on the main road pavement provided with auxiliary equipment, or a flat plate 101 is fixed on the road surface again, and extended at the branch road bottom end for a section, so that the branch road and the flat plate can be easily dislocated and not pulled each other. The two guardrails are also staggered up and down, and there is a distance. A short guardrail 88 is set on both sides of the flat plate simultaneously, and a crossbar 89 is set on the short guardrail 88 and the branch road guardrail again, which cross and stagger, but are not fixedly connected. By adopting such a connection, when the building swings, the branch roads will not collide with each other within a certain range, whether up, down, left, or right. When the building collapses, the branch roads will not be pulled, making the branch roads more independent.

[0139] See Figure 8 : Schematic diagram of branch road connection, green platform connection and road intersection connection

[0140] Compared to high-altitude multi-layer support frames connecting wind turbines to form power plants, the outdoor fireproof and earthquake-resistant roads of buildings share the same main road connections: multi-layer connectors 4 are connected to deeply buried vertical columns, short beams and cross braces 6 are connected to these, and long beams 7, pavement, and guardrails 14 are connected between adjacent columns to form a road network. The difference lies in the multi-layer earthquake-proof and fire-resistant roads of buildings, which must connect to branch roads 9, elevators 11, barrier nets 94, and slides 12. The pavement must be insulated, fireproof, and waterproof, and the guardrails must be plastic-coated. The barrier nets 94 must have good conductivity. Furthermore, the road connections must maintain a certain distance from the buildings. The intersections of the roads also follow the location and direction of the buildings, extending, intersecting, or turning to form a road network. Elevators and slides are connected at multiple locations to provide residents with multiple access points. In areas with fewer intersections, more intersections are needed to stabilize the road network.

[0141] ① Road intersections: Road intersections within residential areas are designed for stability. Short beams are used for intersections, with elevators 11 connected at intersections at a certain distance from the buildings. Elevators can be connected to one or more elevators by adding columns at each intersection. Roads extending around the elevators should be connected to the roads after making turns whenever possible. Turns are made by removing sections of road that no longer extend after the intersection. Multiple turns can be connected to form a U-shaped section to protect the elevators. If conditions do not permit, roads connecting residential areas directly to elevators can also be used. In addition to elevators 11 being able to access them anywhere, slides 12 should also be installed in multiple locations, especially in areas with high traffic volume. This is to prevent large numbers of people from being stuck on the roads during earthquake emergencies. Therefore, as many slides 12 as possible should be installed, connecting multiple roads in multiple directions to facilitate evacuation to safe areas on the ground. ② Connection of branch roads 9: Branch roads are connected to the wall surface of the residential building where there is no load-bearing wall. A door is opened in the wall to connect to the main road. Branch roads 9 use a seismic connection. In double-story buildings, branch roads can be connected on both sides of the main road. If the branch road is too long, add columns 85. On the columns 85 added on the next floor, connect the original columns 3 with diagonal braces 20 to form a support frame to support the middle section of the branch road 9. Alternatively, tie rods 23 can be used instead of diagonal braces. ③ Connection of greening platforms 18: The greening platform is a short beam extending from the main road. A small long beam is connected to it. A grid is laid on top of the grid. A water trough or soil and water storage device is fixed on the grid. A drainage and water supply device is also installed on top of it, forming the greening platform 18. Since the main road is generally not very wide, usually 1-1.5 meters, the platform should not be too wide. Small platforms can also be installed on the retaining nets on both sides. In short, the installation of greening platforms can be flexible according to actual conditions and needs. ④ A retaining net 94 should also be connected to the guardrail. This retaining net can be equipped with a retaining rod 95 at the end of the crossbeam. The retaining rod connects the ends of the upper and lower road crossbeams. The retaining net 94 is then hung on the ends of the upper and lower crossbeams 63. The retaining rod and the screw rod thereon securely support the retaining net 94. A retaining net 94 should also be installed outside the guardrail on the spiral staircase and connected to the retaining net 94 on the main road. This ensures that the earthquake-proof and fire-proof road and spiral staircase are fully or partially enclosed from top to bottom. ⑤ The greening platform 18 of the road can also be connected to a pull rope between the extended crossbeam and the extended short beam. The pull rope 66 can be equipped with a rope loop 75 at one end, which is looped over the end of the short beam extending from the upper layer. After the rope loop is formed using a double-hole wire clamp, the rope end can be connected to an anchor 71. The retaining rod is inserted at the end of the short beam to support the rope loop and prevent it from sliding out of the short beam end. The bottom end of the pull rope is anchored to the crossbeam or long beam using the anchor 71, or it can be anchored using the rope loop again. This makes the greening platform 18 more secure. The road can also be supported by long diagonal braces 20 in the middle of the road.

[0142] See Figure 9 : Slope road connection diagram

[0143] The road also needs to be connected to a slope road to solve the problem of moving some larger objects. The ramp road is actually a road outside the column. The ramp road 102 needs to use a column of the original road as the main column. The short beams on the main column and one or more columns on both sides are extended, and a column is added to the extended section of the short beam. The added column is also fixed on the two short beams with screws, and is also connected to the extended short beam 5 supported by the connecting piece. A bent plate 103 with holes is connected to the short beam between the two columns. One end of the bent plate is bent and fixed on the bottom hole 104 of the short beam hole, and multiple holes are fixed to make the bent piece more firmly fixed on the short beam. After the bent piece is bent and covered on the short beam, the other end of the bent piece is connected to the long beam 7 of the ramp road on the extended piece with holes, and the long beam is fixed with multiple screws. Connecting angle steels 59 can also be added to the two columns to overlap with the bent plate holes to connect the long beams 7 on both sides of the ramp road. On the bent plate, each long beam of the ramp road is connected to multiple screws to increase the firmness of the top of the ramp road. The other end of the long beam 7 of the slope road is provided with an oblique hole fixedly connected to the short beam between the two columns of the next layer of road, so that the short beam supports the bottom end of the long beam 7. An oblique hole 105 can be provided at the bottom end of the long beam to fix it with the short beam on one side. Then, a block 106 is connected to the short beam and the extended crossbeam on the other side of the column to support the bottom end of the long beam of the slope road again. In addition, the slope road has a left layer on the main column, and the right layer is layered and connected between the two columns of the next layer of road on both sides of the main column. When the distance between the two columns of the slope road is too long, a group of columns can be added in the middle and connected with the same curved steel sheet 103 to fix the long beam of the slope road again, or the long beam can be directly fixed to the short beam again to shorten the distance between the columns of the slope road. A hole is provided on the long beam of the slope road to fix the crossbeam 63. The two ends of the crossbeam are connected to the guardrail. The upper and lower ends also extend the crossbeam 63 on the main road, which is connected to the road surface and the guardrail, so that the two roads are connected, that is, the main road and the slope road are connected. The slope road columns are also deeply buried, and cement blocks are used at the slope road grounding point instead of block 106.

[0144] See Figure 10 : Schematic diagram of the connection between the crossroads and the elevator

[0145] 1. Road intersection

[0146] The road network is formed by multiple intersections or turns of roads. The intersection of roads plays a role in stabilizing the road network. There is a column at each of the four corners of the road intersection, and its connection is that one road supports another road. On each of the four corner columns, multiple column-connected extension screws 44 are used to connect the fixed connector (taking the box connector 51 as an example). Multiple connecting screws 44 are guided to the middle row of holes of the box 51 to make the connector support stronger. The top of the connector at the intersection is connected to the guardrail angle steel 70, or it can be connected to the guardrail column 67 and raised to a certain height, and then connected to the guardrail angle steel 70. Then, a long hole is used on the guardrail angle steel to connect to the guardrail long beam 69. At the intersection, the short beam 5 is connected to the outer bayonet 45 of the connecting piece of the column, and the straight long beam 7 is connected to the inner bayonet of the connecting piece of the column. A pad angle steel 107 is added between the two connecting piece bayonet holes, and then the intermediate long beam 7 is connected and supported. The long beam or short beam 5 is fixed using the folding hole 49 (49 is not shown). 107 is used to support the intermediate long beam connecting to the other road. In this way, one road is connected and supports the other road. The long beam of the other road overlaps the long beam of the first road. The overlapping and intersecting long beams can be provided with large circular holes 108 and fixedly connected by small screws. This allows the two roads in different directions to vibrate in different directions when an earthquake occurs, providing a certain space to reduce damage between components. To increase the stability of the road, the connectors on the columns can be extended downward for a distance and connected to adjacent columns and connectors with cross braces 6 at their midpoints. To further increase the torsion resistance of the road plane, i.e., the robustness of the road beams, cross braces can be connected to the plane inside or outside the cross columns, or a long flat brace 39 can be connected between the middle long beams of the road outside the columns. The flat braces overlap and securely interlock the two middle long beams of the road. This connection increases the stability of the road intersection. If the support frame is short, the flat brace 39 can be omitted. To increase the intersection platform or connect a winding road, multiple layers of flat braces can be added to form the road surface. To reduce the potential non-co-phase vibration between two roads in different directions during an earthquake, the corresponding two components of the two road beams, the pad connection holes, and the flat brace connection holes can be overlapped. The short beam connection holes are connected using large round screws to provide a certain vibration space between them and reduce component damage. The large hole can only be a hole slightly larger than the diameter of the screw rod so that it has a certain vibration space. If it is too large, the connected components will lose their connection restraint force when encountering an earthquake, causing greater damage.

[0147] 2. Inclined road cross connection

[0148] In irregular road network intersections between buildings, roads do not always intersect vertically; they may also intersect at an angle. When an angled road intersects, the long beams of the intersecting roads are crossed in the same manner. At the connection point of the long beams 7, the long beams that no longer extend are removed. A multi-section crossbeam 63 is then fixed above the short beams and below the long beams, and fixed below the ends of the long beams that no longer extend. The crossbeam snaps into the short beams or long beams. The long beams are then connected and fixed to the crossbeam 63 or the short beam 5, ensuring that the long beams 7 and the intersecting roads are at the same height. The crossbeam 63 supports the long beams 7. At the same time, holes are provided in the horizontal diagonal braces 39 to further secure and support the long beams 7, ensuring that the long beams extend in the desired diagonal direction. A column is then connected to the other end of the long beams to support the long beams. The long beams are then connected to the crossbeams, guardrails, road surface, etc., and connected to the guardrails of the intersection.

[0149] 3. Connection of pull rods and pull ropes at road intersections

[0150] The tie rod is connected to the row of holes at the bottom of the connector. It can be connected with a long hole or a round hole with a short screw 79 to clamp the tie rod on the round hole. The tie rod can be inserted into the middle hole of the box-type connector, that is, the semi-circular hole, and then connected to the tie rod hole with a screw. The ends of the screw rest on the rows of holes on both sides. The rows of holes or the rear edges 47 and 48 are set as long holes. The tie rod can also be connected to multiple layers on the connector and multiple sections on the corresponding long beams. Two directional tie rods will be connected to each column at the intersection.

[0151] When connecting a cable to a connector, it can be threaded through the long beam, crossbeam 63, or intermediate long beam 8 before being connected to an anchor, preventing the cable from exiting the connection hole. The other end of the cable can also be anchored in the connector hole. However, if the cable tension is too high or for a long time, the tension on the connected components will cause imbalance and asymmetry, leading to deformation. Therefore, it is best to use a whole cable to connect and thread the cable through the connector. Similarly, at a road intersection, the cables connecting the four roads in each direction should also be connected using the same whole cable, connecting the long beams on both sides of the intersection. Furthermore, the cable should not only be threaded through the connectors on both sides of each column, but also cross the road surface at the intersection and threaded through the columns on both sides of the road. That is, the whole cable should be threaded between two adjacent columns (i.e., connectors) on the intersection, then extended to connect to the long beams on both sides of the intersection. At the same time, a support tube 73 is used to insert the pull rope between the two intersecting columns, so that the pulling force of the pull rope on the columns and connectors is offset and balanced. However, when the entire pull rope is passed through the columns, i.e., the connectors, only one layer of pull rope, i.e., a single pull rope, is suitable, whether it is a straight line or an intersection of the columns and connectors. This is because a larger diameter pull rope used to pass the entire pull rope through the columns will cause greater damage to the columns. Furthermore, the pull ropes in all four directions are staggered on the columns and connectors, extending in both directions through holes in different directions without affecting each other. There is no difference in the forces acting on the intersecting road, and the forces in all directions are equal. Because the pull rope in one direction connects to one surface on the connector, and the pull rope in the other direction connects to the other surface, holes are also provided on the columns corresponding to the holes in the connectors for the pull ropes, allowing the pull ropes to pass through the columns and connectors simultaneously.

[0152] 4. Connect to the elevator

[0153] Because the roads have N intersections to form a stable road network, in the high-altitude multi-story roads connecting buildings, elevators 11 are connected at the intersections of multiple roads, and columns are added at the elevator positions to ensure that each elevator has a column at the four corners, and the elevator floor doors are connected parallel to the road surface of each floor, that is, four vertical connecting pieces are connected, and the long beam 7 or the short beam 5 is connected thereon. At the same time, the folded holes fixed to the long beam or the short beam are also long holes perpendicular to the direction of the columns, so that the pulling and damage to the elevator components can be reduced when the columns vibrate.

[0154] A cross brace 6 is connected at the bottom of each two columns and connectors to form a stable elevator shaft.

[0155] A car bracket 109, car guide rails 110, and counterweight bracket 111 guide rails 112 are connected on one corresponding surface. Because the elevator guide rails are limited to a certain distance apart, the bottom end of the connector can be extended further, and a bayonet is provided to connect the short beam, on which a guide rail bracket is further provided to connect the extended guide rails, ensuring the standard technical connection requirements of the guide rails. The long or short beam of the column on each floor of the road surface is connected to the sill 113 and the pedal 114. The column is connected to the elevator floor door column 115. The top of the column is connected to the floor door sill and various elevator components. The car 116 is connected to the middle of the shaft. The various elevator components are connected according to elevator technical standards. Elevators can be connected at multiple locations on the road network, allowing people to get on and off at multiple locations. Each location can be connected to one or more elevators. Each elevator column is used independently and is not shared. Spare steps (slides) are connected near the elevator.

[0156] See Figure 11 : Step slide connection diagram

[0157] A step slide is connected to the road where it connects to the elevator. The rotating step ladder or slide is mounted on the original road column, or a matching small column 117 is added to the extension of the short beam, and the step slide is placed on it. A spiral staircase step sleeve that can be inserted into the column is used. The last or first step of each floor overlaps the short beam or long beam above or below. Step fixing holes corresponding to the holes in the long beam connection angle steel can be provided and fixed to the long beam connection angle steel with screws to further improve the stability of the spiral ladder on the column. The guardrail of the step is connected to the main road guardrail long beam using an angle steel guardrail column or angle steel. Corresponding holes are provided on both sides of the angle steel guardrail column to fix the two guardrail long beams.

[0158] When adding supporting spiral stair columns, they are placed between the extension sections of the two short beams. The column extension holes align with the short beam holes, and the column extension screws are connected. Because the additional spiral stair columns are smaller, nuts and washers 118 or step sleeves 119 are added between the columns and the short beams on either side to fill the gaps and secure the columns to the short beams. Step sleeves 119 are placed on the columns, and treads are connected to the step sleeves. The steps have guardrails and main road guardrails 69.

[0159] If used as a slide, the length of the step sleeve can be increased, or a short sleeve can be added between each step, and a slide plate can be installed between the steps 120. For example, a steel plate can be cut and connected into a spiral shape, and one end is fixed to the step plane to form a slide plate 121. There are folded edges 122 on both sides of the slide groove. Small columns 123 are added outside the slide guardrail. Between the small columns 123 and the original or additional columns 117, a connecting piece 124 is connected and fixed to the pedal with a screw rod. The connecting piece has sleeves on both sides and is inserted between the pedal sleeves. In public places such as schools, not only the branch roads need to be widened, but also the width of the slide needs to be widened. At the same time, a perforated column 23 is added around the step guardrail so that the spiral ladder rotates in two or three columns. The added columns are synchronously extended and connected and fixed with connecting screws. At the same time, when the hole is parallel to the pedal, a connecting piece with holes at both ends is extended on the column extension screw sleeve, and the other end of the connecting piece is inserted into the bottom end of the guardrail column on the bottom surface of the pedal and fixed. The hole can be further extended to be sleeved on the column 124. The guardrail can also be fixed on the column hole. In this way, one, two or three columns are added to support the widened step slide so that the step slide can bear the gravity of multiple people sliding down. A partition guardrail can also be made in the middle of the skateboard so that the sliders can slide down on different skateboards respectively. The skateboard can be bent into a section 113 on the side of the outer guardrail and fixed on the guardrail column. There are retaining nets outside and on the top surface of the guardrail. The guardrail of the step has a retaining net outside and is connected to the road retaining net, and the slide ground is provided with a buffer slope.

[0160] Furthermore, throughout the entire branch road network, the pillars are deeply buried and cemented. The roads extensively connect adjacent buildings or communities, forming a larger road network. The larger the road network, the more stable the road. Nets are also used on both sides of the road to enclose it. Where elevator roads meet buildings in open areas, a U-shaped section with multiple turns is used whenever possible. This allows the road to be stretched by the huge impact of the buildings during an earthquake, minimizing damage to the elevators. Slides have also been added, and the branch roads are seismically connected, ensuring that the entire high-rise's outdoor roads are well protected from earthquakes and fires. In the event of an earthquake or fire, evacuees can simply open their doors and take a few steps to the main road. From there, they can slide down to the ground using the slide in the wider area.

Claims

1. A combined system of fire-fighting, earthquake-proof and greening facilities for high-altitude multi-story roads connecting buildings, characterized by: This includes columns buried deep in the ground and extending upwards, multi-layer support frames and roads connected to the columns, elevators and / or slides (stairs) and ramps connected to the roads, and branch roads connected to the entrances and exits of building residents and public places; including water supply devices and fire-fighting devices installed on roads; Including green platforms set up on the roads.

2. The high-altitude multi-story road connecting buildings with fire-fighting and earthquake-proof greening facilities combined system according to claim 1 is characterized by: The road is connected to the columns with flat connectors or angle channel steel connectors or cross connectors, and cross braces, short beams, long beams and diagonal braces are connected to the connectors, including guardrails and / or retaining nets, and road surfaces, to form a multi-layer road that extends or crosses or turns along the road network; the two ends of the long beams are connected to connecting angle steels or flat plates with long holes; the diagonal braces or tension ropes are connected between one or more layers of roads; the tension ropes can be connected to the connectors with a whole rope, and are passed through and fixed in multiple layers from bottom to top, with the two ends respectively connected to each section of the long beam; and the cross diagonal braces are connected between the columns corresponding to the road surface.

3. The high-altitude multi-story road connecting buildings with fire-fighting and earthquake-proof greening facilities combined system according to claim 1 is characterized by: The floor is connected to an elevator and / or a staircase (slide) and a ramp. The elevator uses short beams or long beams between four columns to connect adjacent columns to form an elevator shaft. The guide rail support frame and the guide rail are connected to the short beams or long beams, and cross braces are connected between adjacent columns. The step slide is provided with steps on the columns or the additional columns. The additional columns are fixed between the short beam extension sections. The ramp is connected between the original columns and the additional columns, and the left and right layers of the middle set of columns are connected between the two layers of roads.

4. The high-altitude multi-story road connecting buildings with fire-fighting and earthquake-proof greening facilities combined system according to claim 1 is characterized by: The branch road is a branch road between the main road and the entrances and exits of residents or public places, and can be connected to any section of the road; when the branch road is long, an additional column is added, and the branch road is connected between the two columns, and the bottom layer of the column is supported on the bottom surface of the branch road by an inclined brace; the branch road can be fixedly connected or shock-proofed, and the shock-proof connection is to fix one end of the branch road on the connection surface, and the other end overlaps the connection surface, or the two ends overlap on the connection surface; the branch road is at a distance from the wall, and short guardrails parallel to the branch road are connected on both sides of the plane, and cross bars are staggered on the two guardrails; the short and branch road guardrails on both sides of the plane extend to the upper road to close the branch road and the connecting plane; including a door connected at the intersection of the branch road and the main road.

5. The high-altitude multi-story road connecting buildings with fire-fighting and earthquake-proof greening facilities combined system according to claim 1 is characterized by: The fire-fighting device includes a water supply main, a water distribution pipe, a water control switch of the fire-fighting device, and a fire hose connected to the water control switch; the fire hose can be extended to each room of the residents or to the entrances and exits of multiple public places and extended to the center of the place, including the storage and storage of ordinary hoses fixed on the platform at the connection of each branch road of each floor and each household.

6. The high-altitude multi-story road connecting buildings with fire-fighting and earthquake-proof greening facilities combined system according to claim 1 is characterized by: The greening device includes water supply and drainage pipes, water distribution pipes, platforms on both sides of the road, and / or platforms on the retaining net, including water troughs with drainage holes or water and soil storage devices and plants arranged on the platforms.

7. A high-altitude multi-story road connecting buildings, fire extinguishing, earthquake proofing, greening and fan connection system, characterized by: The invention comprises a combined system of high-altitude multi-layer roads connecting buildings with fire-fighting and earthquake-proof greening facilities, which is composed of any one of claims 1 to 6; and also comprises multi-layer wind turbines 24 connected to the roads.

8. The high-altitude multi-story road connecting buildings with fire extinguishing, earthquake-proof greening and fan-connecting system according to claim 7 is characterized by: The invention includes a wind turbine that can be connected at a road intersection or on a straight road; a vertical axis wind turbine that can connect its blades horizontally or diagonally; a wind turbine that can shorten its tower; a wind turbine that is connected at a road intersection and uses a bypass road or adds flat and diagonal braces to increase the platform to connect branch roads; a wind turbine that has a stable support layer connected to the top of the shaft and a seated bearing connected to the platform, with the bearing sleeved on the top of the shaft; a base for connecting the wind turbine; any pull rod connected to the horizontally or diagonally connected blades and connected to each section of the blade; and a stable support rod connected between each pull rod. Including a top layer that can be connected to a horizontal axis wind turbine.

9. A high-altitude multi-layer road-connected wind turbine system, used to build power plants in grasslands, beaches, Gobi deserts, and deserts, characterized by: Pillars are buried deep in the ground of the road network and extended upward, including connecting multiple layers of support frames and roads on the pillars, including connecting elevators and / or walking (slides) and ramps on the roads, including connecting multiple layers of wind turbines on the roads.

10. A high-altitude multi-layer road connected to a wind turbine and a water supply and sprinkler system, used for water, fertilizer, and wind turbines for agricultural crops, characterized by: It includes the high-altitude multi-story road connecting buildings with fire extinguishing, earthquake-proof greening and fan connection system as described in claim 9; it also includes a water pipe connected to the support frame and the bottom section of the road, the main water pipe of the water network is sprayed to form a water distribution pipe and a short water pipe, and the short water pipe is connected to the sprinkler head.

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