Fire extinguishing, fire preventing and earthquake preventing structure for high-altitude multi-layer road connected building

Abstract

The invention discloses a multi-layer road structure applied to high-rise earthquake prevention and fire prevention. The multi-layer road structure is applied to escape paths, urban three-dimensional greening and high-rise building earthquake prevention and fire extinguishing when high-rise residents go out conveniently and meet earthquakes and fire disasters. Comprising the steps that 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 quakeproof road, road surface guardrails are laid on the high-altitude multi-layer quakeproof road, branch roads are arranged corresponding to residents of each floor and entrances and exits of public places for connection, and the fireproof and quakeproof high-rise outdoor multi-layer quakeproof road is formed through quakeproof connection. Short beams and cross beams are extended on two sides of a road, long beams are added to form a greening platform, a water supply device, a water control device, a water drainage device and a water and soil containing device are arranged on the greening platform, and various plants mainly including Tangteng are planted on the greening platform. Meanwhile, a water supply device is connected with each resident and a public place branch, and a water control device, a water hose and other fire extinguishing devices are additionally arranged, so that the high-rise building can be quakeproof and fireproof, and can extinguish fire automatically in time.

Description

Technical Field

[0001] The invention belongs to the field of earthquake protection, fire prevention, fire extinguishing and greening of high-rise buildings, and particularly relates to a multi-layer road structure used for earthquake protection of high-rise buildings. Background Art

[0002] Currently, when buildings are exposed to fires, earthquakes, and other hazards, residents of the second and third floors and above cannot escape danger as easily as those on the ground floor. Fires are common in high-rise buildings, and fires cannot be extinguished in time, making it difficult to escape from dangerous situations. In the event of an earthquake, residents of middle and upper floors are also unable to escape. Furthermore, retrofitting and installing elevators in older buildings is expensive, while shading and digging deep wells are difficult. Furthermore, urban greening is carried out on precious and scarce land, which has limited resources and limited effectiveness. Summary of the Invention

[0003] The present invention proposes a multi-layered road structure connecting high-rise buildings for fire extinguishing, fire prevention, and earthquake-resistant greening. The present invention relates to outdoor fire-resistant and earthquake-resistant multi-layered roads and urban three-dimensional greening support frames and roads, which facilitate access, exit, and leisure between high-rise and low-rise buildings. In the event of a fire in a high-rise building, residents and people in public places can easily escape the scene and extinguish the fire in a timely manner. In the event of an earthquake, residents and people in public places on each floor of the high-rise building can also escape the building in a timely manner. The invention also addresses the current issue of old city renovation and reducing elevator and installation costs.

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

[0005] A multi-layer road for outdoor fire extinguishing, fire prevention and earthquake resistance in a building is used as a route for building residents to travel, relax and escape from dangerous situations indoors in the event of an earthquake or fire. The road network is formed by the intersection and / or turning of the road in the direction of the building's location. A plurality of columns are deeply buried and erected on the road network. Connectors are connected to the columns corresponding to each floor, including connecting cross braces and short beams on the connectors and the columns, connecting single long beams or double long beams, or trussed long beams between adjacent columns, and the long beams can be connected to straight long beams, or multiple sections of long beams connected and extended. A road surface and pull rods, a retaining net and road components are arranged on the upper surface of the upper beam to form a multi-layer road network supported by double columns, including fixed or earthquake-proof connections between the road and the residents, fire-fighting equipment and water supply equipment connected to the road, and grounding equipment connected to the road.

[0006] Preferably, the barrier net is a good conductor metal net connected on both sides of the road, closely connected to the road components, and grounded through columns, and a grounding wire can be additionally provided.

[0007] Preferably: the road surface is composed of a crossbeam 21 connected to the long beam 6, including a grid 73 and a road surface connected to the crossbeam, a guardrail post 26 connected to the holes at both ends and a guardrail long beam 25, including a barrier rod 36 connected to fix the barrier net 35 on both sides of the road;

[0008] Preferably: the road surface is made of insulating fireproof materials.

[0009] Preferably, the short beams are connected between two columns on both sides of the road, connecting multiple layers of cross braces 5 and short beams 4, and then using two or more long beams 6 to connect each group of columns to form a multi-layer support frame with double columns from bottom to top in a quadrilateral plane extending along the road network.

[0010] The connecting piece is connected to the column 3, and is an angle steel or channel steel connecting piece 53 or a tubular connecting piece, or a two-in-one tubular connecting piece 4, or a cross-shaped connecting piece 54, or a flat-plate connecting piece 53; the connecting piece has multiple holes on the screw rod 47 connected to the column, holes for connecting the diagonal braces along the direction of the short beam 4, holes for connecting the diagonal braces or pull ropes along the direction of the long beam, and a bayonet 48 for supporting the short beam or a hole on the extension section of the cross-shaped connecting piece and a long hole 49 for fixing the short beam.

[0011] Preferably, each component of the road can be directly connected to the column 3, including the short beam 4, the long beam 6, and the pull rod 8. The diagonal braces can be connected through corresponding holes on the column 3 and fixed with screws.

[0012] Preferably, the extension of the column is to put a short column between two sections of the column and fix the upper column inside or outside with a screw rod 47. When the diameters of the two sections of the column are different, the larger one is put inside the smaller one and fixed with the same screw rod 47 to achieve the purpose of extension.

[0013] Preferably: the road can also be narrowed, and upper and lower large holes are provided on the connecting pieces on both sides of the column 3, and a connecting rod 89 is inserted. The connecting rod has grooves at both ends, and the connecting rod is fixed to the connecting piece with a nut 91. The other end is fixed to a first generation column 90, and a cross bar 66 or a cross brace can be connected between the two generations of columns, and the bottom end is connected to the long beam angle steel 60 of the road surface and overlapped on the short beam. The connecting rod adjusts the distance or narrows it through the short beam hole.

[0014] Preferably, the grounding device is an elevator or a step slide. The elevator is connected by connecting the elevator door to each floor path, adding columns to the path so that each elevator has a four-column hoistway, which is connected to short beams and cross braces, and then to the elevator components. The path is connected to the step slide 13 by sleeve-mounting a rotating step ladder 13 or a slide 13 on the original columns 3 or on columns 12 added above the extension of the short beams. The additional columns 12 are connected to the extension of the short beams 7, and sleeves or washers are used to fill the gaps in the connecting screws to secure the columns.

[0015] Or a ramp road 85, which is formed by adding columns 3 to the extension sections of the short beams 4 of several columns 3 of the road, connecting the road 85 between the original columns and the added columns, and connecting one end of the road to the road 1 on the previous layer and one end to the road 1 on the next layer, and connecting the upper end of each layer of the ramp road 85 to the odd-numbered middle group of columns 6, and then connecting each layer of the ramp road 85 on the left and right in turn.

[0016] Preferably, the long beam 6 is connected to a long beam connecting angle steel 60 or a flat plate 63, or the long beam is directly overlapped on the short beam and fixed to the short beam through corresponding holes. The long beam connecting angle steel 60 has a horizontal long hole 61 on one side and a vertical long hole 62 on the other side, or a flat plate 63 with a vertical long hole 62 on the edge of the horizontal long hole 61. The horizontal long hole 61 on the flat plate or angle steel is connected to the long beam 6, and each long beam 6 is connected using more than one long hole 61.

[0017] Preferably, the single long beam is a whole beam or two or more long beams connected between the two columns; the long beam is a long beam with a hole of angle steel or channel steel overlapped at the bottom of the single long beam, and connected between the two columns with the hole.

[0018] Preferably, the pull rod is connected to the long beam, or the cross beam at the bottom of the long beam, or the middle long beam, and the top end of the pull rod is connected to the column and the connector above the long beam to form a tripod connection with the column and the long beam.

[0019] Preferably, the pull rod 8 can be connected to one or more layers from bottom to top on the connecting member, corresponding to one or more sections connected to the long beam.

[0020] Preferably, the road can be connected to a pull rope, which passes through multiple layers from bottom to top on the connecting piece and is connected in sequence to each section of the long beam 6 on both sides of the column of the next layer or below, or the cross beam 29, or the diagonal bracing connecting angle steel 12.

[0021] Preferably, when the pull rod is too long, a pull rope can be used instead of the pull rod. A whole pull rope can be passed through the columns and connectors between one or more sections of long beams, and the pull rope is connected to the corresponding sections of long beams.

[0022] Preferably, the pull rope can be connected to the long beam by directly connecting it, that is, putting the pull rope on the bayonet hole 31 of the cross beam 65 fixedly connected to the bottom of the long beam, and connecting it on both sides of the bayonet with a connecting piece; or connecting it by a connecting rod 70, that is, setting a hole on the long beam or the cross beam or the middle long beam, connecting a connecting rod 70, and connecting the pull rope 9 to the top of the connecting rod.

[0023] Preferably, the pull rope and the long beam can be connected by multiple connecting rods 70, and the support tube 71 can be inserted into the pull rope between the connecting rods.

[0024] Preferably, both ends of the corresponding multiple sections of the pull rope are connected and anchored on the long beam, and a whole or multiple sections of the connected support pipe 71 are put on the anchoring section of the pull rope between the column and the connector and the long beam.

[0025] Preferably, there are rope clamps or anchors 39 at both ends of the pull rope 9, including using pull ropes 9 on the road, reducing diagonal braces, and the diagonal braces can be provided with holes on the long beam.

[0026] Preferably, the anti-vibration connection between the road 1 and the branch road 14 is that one end of the branch road 4 is fixed on the main road 1, and the other end overlaps on the resident or public place connection platform 22; or one end is fixed on the resident or public place connection platform, and the other end overlaps on the road 34 plane, or both ends of the branch road overlap on the road platform 34 or / and the resident and public place connection platform 22, and also includes that the resident platform 22 is larger than the width of the branch road 14, the end of the branch road 14 is a distance away from the resident wall, including connecting a short guardrail 27 on the platform 22, including providing cross bars (28) on the guardrail 25 of the branch road 14 and the short guardrail 27. They are staggered and not connected, including that a door can be provided at the branch road 14.

[0027] Preferably, the water supply, water control, and firefighting devices are configured by fixing vertical water pipes 17 on some columns using curved screws or connecting pieces, or on extensions of short beams 4. These pipes are connected to the columns 3 and extend to the top-floor road. Branch pipes 18 are installed on the main water pipes on each floor road, extending along each floor road to each household or public area at branch routes 14. These branch pipes are then connected to water tanks or water control devices and fire hoses of firefighting facilities 16. The hoses can be extended to every room in a household, to multiple entrances and exits in public areas, and to the center of the area.

[0028] Preferred: A multi-story urban road for outdoor fire extinguishing, fire prevention, earthquake resistance, and three-dimensional greening of buildings. Its road connections are similar to those described above. It includes water and soil storage devices added to two side platforms 19, including water supply, water control, and drainage devices 43. It also includes branch roads that connect to leisure platforms or are disconnected from the branch roads. It also has applications in urban parks, squares, and open areas for greening and sightseeing.

[0029] Preferred: A method for connecting multi-layer roads for outdoor fire extinguishing, fire prevention and earthquake resistance of buildings: A high-altitude multi-layer road connecting buildings, connecting fire-fighting equipment, and also including the following connection steps: 1. Planning the road line, planning a road network that extends, crosses or turns according to the location direction of the building, including branch road positions, including grounding device positions; 2. Deeply burying main road columns, branch road columns, electrode columns, spiral staircase columns, and slope road columns on the road network, and extending the connecting column connected to the column; 3. Connecting the first-floor road corresponding to a certain floor, connecting cross braces and short beams between two groups of columns on the road surface, and the elevator also synchronously connects the short beams and cross braces, and the spiral staircase synchronously extends the short beam connection to increase The stair step columns, including those connected to a ramp, also synchronously connect the extended short beams and the additional columns; 4. Connect angle steel 60 or flat plate 63 to the short beams and columns; 5. Connect the long beams between the two columns and the angle steel 60 or flat column, including the synchronous connection line of the elevator step components; 6. Connect crossbeams 21 above and below the long beams, with the lower crossbeam fixedly connected to the corresponding long beam holes, and the upper crossbeam connected to the grid laid on the crossbeam above the long beam using a bayonet; 7. Connect the tie rods to the lower crossbeam or long beam, or to the middle long beam, and can be fixed with screws in the side holes, or two front and rear clips in the middle hole. The screw is inserted into the front hole of the tie rod, then into the component connection hole, and then into the rear clip screw, clamping the tie rod to the component hole. The top of the tie rod is connected to the bottom end hole 51 of the connector above the long beam, and the hole at the bottom end of the connector connecting the tie rod can be set as an oblique long hole. The tie rods should be connected to avoid interfering with branch roads. The tie ropes can also be connected, also avoiding any interference with branch roads. 8. After the tie rods and ropes are connected, guardrails are attached to both sides of the crossbeam. The upper crossbeam can then be paved with fire-resistant, waterproof, and insulating materials, such as stone-plastic panels. For higher floors, perforated pavement or mesh, such as horizontal wooden strips, can be used to provide ventilation. Furthermore, if branch roads, elevators, or spiral staircases have slopes, these should all be connected simultaneously. After connecting the first floor, connect to the second floor, and so on, layer by layer. After all roads, including branch roads and elevators, connect the road netting. This connection process also requires a hoisting platform and crane to complete the connection of each floor of the high-rise's outdoor roads. If connecting to fire-extinguishing roads, water distribution pipes should be laid on each floor and connected to the main water pipe at certain columns. The main water pipe is connected to the water supply system for the specific area. Fire-fighting equipment is placed at the connection between each branch road and the main road. The fire-fighting equipment includes a fire hose, a spare water tank, and a connecting switch that can extend to every room of a household or public place. The equipment is usually stored in a box and fixedly rotated outside the branch road.

[0030] Seismic-resistant road connections for multi-story buildings: Design a seismic-resistant connection for high-altitude, multi-story roads: These roads follow the building's location, extending, curving, or intersecting to form a network, with deep-buried pillars embedded in the ground. Design U-shaped sections near buildings and elevators, enclosed with nets on both sides, and connect branch roads with seismic-resistant connections. Connect to slides throughout the roads, widening branch roads in schools and public spaces, and installing more slides.

[0031] The method of earthquake-proof connection of branch roads is as follows: one end of the branch road 14 is fixed on the main road or the building entrance 15 or the tripod platform 22, and the other end is overlapped on the main road connecting wide surface plate 34 or the tripod platform 22. The two sides of the platform 34 or the plane 22 are wider than the width of the branch road, and the short guardrail 27 and the cross bar 28 are connected thereon. The branch road guardrail is parallel to the short guardrail and there is a distance between them. The cross bars 28 are arranged to fill the gaps in the guardrail to form an earthquake-proof connection. The two sides of the branch road and the retaining net can also be fully enclosed, and the retaining net is also set on the wall of the residents for closure.

[0032] Compared with the prior art, the present invention has the following beneficial effects:

[0033] 1. 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.

[0034] 2. 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.

[0035] 3. It solves the current problem of expensive and difficult elevator installation, and its cost can be reduced to half of the existing installation method.

[0036] 4. The problem of having to climb stairs when a high-rise elevator breaks down is solved. Residents have access to multiple elevators in at least two directions right outside their doors, solving the inconvenience of leisure and travel for high-rise residents. Leisure activities and morning exercises can be enjoyed on the elevated roads. Various ornamental plants can be planted along each floor's roadsides, and road barriers can be planted with hanging plants, turning the roads into green walls, enhancing the city's three-dimensional greening and creating a more beautiful environment.

[0037] 5. Since it is in a flood-prone area, more stairs can be set up at the bottom, and there are retaining nets on both sides so that people can escape from the ground in time when encountering floods or big waves. BRIEF DESCRIPTION OF THE DRAWINGS

[0038] Figure 1Schematic diagram of the connection between outdoor earthquake-proof multi-layer roads and fire-fighting equipment in high-rise buildings

[0039] Figure 2 Schematic diagram of main road connecting branch roads

[0040] Figure 3 Schematic diagram of branch roads on the walls of residents

[0041] Figure 4 Road intersection and connection diagram

[0042] Figure 5 Schematic diagram of angle steel connector, cross connector, two-piece tubular connector, and flat connector

[0043] Figure 6 Schematic diagram of the connection between the long beam and the pull rod and rope

[0044] Figure 7 Schematic diagram of road intersection and elevator connection

[0045] Figure 8 Schematic diagram of rotating step slide

[0046] Figure 9 Slope road diagram

[0047] Figure 10 Road narrowing diagram

[0048] Figure annotation:

[0049] 1 Road, 2 Building, 3 Column, 4 Short Beam, 5 Cross Bracing, 6 Single Long Beam, 7 Middle Long Beam, 8 Pull Rod, 9 Pull Rope, 10 Guardrail, 11 Elevator, 12 Spiral Staircase Column, 13 Spiral Slide, 14 Branch Road, 15 Building Door, 16 Fire Fighting Device, 17 Main Water Pipe, 18 Branch Water Pipe, 19 Greening Platform, 20 Leisure Platform, 21 Cross Beam, 22 Tripod Plane, 23 Flat Steel, 24 Long Diagonal Bracing, 25 Guardrail Long Beam, 26 guardrail posts, 27 short guardrails, 28 crossbars, 29 short bars, 30 doorpost angle steel, 31 crossbeam folding holes, 32 screws, 33 short support bars, 34 road slabs, 35 retaining nets, 36 retaining bars, 37 doors, 38 short diagonal braces between long beams, 39 anchors, 40 wire clamps, 41 rope loops, 42 small diagonal bracing triangles, 43 water supply and drainage devices, 44 large water storage devices, 45 viewing hall plants, 46 two-in-one connectors, 47 column extensions Extension screw, 48 bayonet, 49 long hole, 50 extension piece, 51 connection hole, 52 angle channel steel connector, 53 flat plate connector, 54 cross connector, 55 vertical pipe, 56 slot extension pipe, 57 oblique long hole, 58 pad short pipe, 59 short diagonal brace between short beams, 60 long beam connection angle steel, 61 horizontal long hole, 62 vertical long hole, 63 flat plate, 64 long beam with hole, 65 screw, 66 guardrail angle steel, 67 short column, 68 short diagonal Support, 69 nail screw, 70 connecting rod, 71 support tube, 72 horizontal and diagonal support, 73 road surface grid, 74 pad angle steel, 75 bracket, 76 car guide rail, 77 counterweight guide rail, 78 sill, 79 floor door column, 80 car, 81 slide folding edge, 82 slide, 83 guardrail outer column, 84 connecting sleeve, 85 ramp road, 86 bent plate with hole, 87 block, 88 short and long beam, 89 connecting rod, 90 generation column, 91 nut. DETAILED DESCRIPTION

[0050] First, a network of routes is planned based on the building's location, direction, or orientation, extending, turning, or intersecting. N columns are then erected on either side of the network and extended upward. After the first section of columns is erected and secured, connectors are connected and the columns are extended. When the columns reach the required height to connect to the first level of roads, short beams and cross braces are connected between the corresponding columns and connectors on both sides of the road. Long beam angles or flat plates are then attached to the short beams and columns. Long beams are then connected to the flat plates or long beam angles between adjacent columns on both sides of the road. Crossbeams are then laid on the long beams. Guardrails and grids are then attached at both ends of the crossbeams. Pavement is then laid on the grids to complete the connection of the first level of roads. This process is repeated for each level of roads. Simultaneously, the branch roads and the pull rods are connected simultaneously. The grounding system and branch roads are also connected with each level of roads. Finally, the pull rods, pull ropes, and netting are connected. After connecting one level, the second level is connected, and so on, layer by layer, to the top level.

[0051] Example: See Figure 1 :

[0052] 1. Connection of outdoor earthquake-proof multi-layer roads and fire-fighting equipment in high-rise buildings

[0053] The high-rise outdoor road 1 may curve, intersect, or extend along the direction of the building 2, widely connecting adjacent buildings or residential road networks. On the ground, a group of two columns is used, with several columns 3 deeply buried and extended upward. The columns can be extended by inserting a short column into the ends of the two columns. Multiple corresponding holes are set inside or outside the two columns, and multiple screws are inserted and fixed to achieve an extended column. If the columns have different diameters, a larger column can be inserted into a smaller one, and a spacer pipe can be added between the two columns. Corresponding holes are set and then fixed with screws to achieve an extended column. The columns are extended to the corresponding height of the first floor and connected to the connector. A short beam 4 is connected between each set of columns and connectors, and usually two short beams are connected, and a cross brace 5 is connected between the two columns. Then, a long beam 6 is connected to the short beams and columns between adjacent columns on one side of the road. The long beam can be a single long beam or a truss long beam composed of two long beams, and the long beam can be a whole long beam or a long beam with one or more intermediate long beams 7 connected and extended in the middle to extend the long beam. One or more pull rods 8 are connected between the long beam and the columns and connectors above the long beam. The pull rod 8 forms a triangular structure with the long beam and the columns, which makes the road more stable in the direction of the long beam and reduces the load-bearing capacity of the long beam. When the long beam is long, a pull rope 9 can be added, especially a whole pull rope can be added, which passes through the columns and connectors between the corresponding sections of the long beams and is connected to the middle section of the long beam to increase the load-bearing capacity of the long beam. A crossbeam is connected to the long beam, and a retaining net is connected to both sides of the crossbeam and the road. A guardrail 10 can also be connected. A road surface is laid on the crossbeam, and a grid can be laid directly as the road surface. The road surface and guardrail can be made of fireproof and waterproof insulating materials. The guardrail can be a plastic guardrail. The retaining net is made of conductive metal mesh, which can effectively shield and prevent lightning, so that pedestrians can be protected from lightning and electric shock by touching wires on the road. A ground elevator 11 is connected to a relatively spacious area where the road is a certain distance away from the building and at a road intersection with a large number of people traveling on the road. Elevators are also connected to personnel entrances and exits in multiple directions so that pedestrians can enter and exit the elevator in multiple ways. The connection of the building's elevator is at multiple intersections of the road network, that is, where people travel densely. The elevator can be connected to one or more elevators, and the elevator is connected to a wide area at a certain distance from the building, such as at the entrance of a residential area, at the end of the main street, at multiple entrances and exits in a district, etc. The elevator is connected at the intersection of roads. Therefore, the elevator fee is very low compared to the original elevator fee for each single elevator in the building. The cost of the main road and branch roads in front of each household is also very low. At the same time, a spare step ladder is connected near the elevator to enable pedestrians to evacuate to the ground in time in the event of an earthquake. Slides are installed at a certain distance from the building. The step ladder and slide can be directly mounted on the column, or a special step slide supporting column 12 can be added at the end of the short beam, and the step slide 13 can be mounted on the supporting column 12.Such connection forms a multi-layer main road that is convenient for going up and down, and is insulated against electricity, earthquakes, and fire. Branch roads are then connected between each floor of the main road and the entrances and exits of the building.

[0054] One end of the branch road 14 is connected to the road, and the other end is connected to the platform below the resident's door or the platform of the public entrance 15. These connections are either fixed or seismic-resistant. The seismic-resistant connection overlaps the end of the branch road on the connecting platform of the building entrance 15, but the connection is not fixed. This prevents the building from shaking during an earthquake. The building does not push or pull on the branch road and the main road, leaving the roads independent. Furthermore, the roads are interconnected and pull together, forming a road network. The deeply buried columns provide strong stability to the entire road network. This independence and stability of the roads provide excellent seismic protection. At the same time, the road is connected to the elevator 3 at multiple intersections or at the end of the street at a certain distance from the building. Rotating stairs or slides 13 are installed at the elevator or the junction of the residential area and the open area, or in the open area. In particular, more slides 13 are installed in schools or other public places. Schools should widen branch roads, and the branch roads are connected to the teachers' walkways. Schools and public places have more branch roads because of the widening. Slides 14 are installed around the playground. Other public places have more entrances and exits connected to the branch roads. Since the main road 1 is a certain distance away from the building 2, the branch roads should usually have The road is 2-3 meters deep, and with the road pillars 3 deeply buried, the roads form a network of pulls. Furthermore, the branch roads 14 are connected to the building in an earthquake-resistant manner. That is, the branch roads overlap the building platforms. In the event of a building collapse, the branch roads are not pulled apart, but separated. The road is also enclosed by a barrier net, giving it a strong sense of independence and stability. During an earthquake, residents and those in public places can simply open their doors 15 and escape a few steps along the branch roads 14 to the main road, thus escaping from the dangerous situation within building 2. This provides a certain degree of safety. Furthermore, there are multiple slides in a wide area for evacuation to the ground level. Furthermore, in the event of an earthquake in high-rise building 2, people on every floor can easily escape the building just as easily as those on the first floor, escaping to the main road and then escaping to the elevator or an open area by sliding down to the ground level. This achieves the goal of escaping from a high-rise building during an earthquake, and should be the best escape method currently available. With this road, people no longer have to worry about being left alone during an earthquake, and they no longer fear earthquakes. Without this road, only those on the first or second floor can escape from the building's dangers.

[0055] 2. Outdoor earthquake-proof and fire-fighting multi-story roads in high-rise buildings. When a fire occurs in a high-rise building, firefighting equipment may have difficulty reaching the upper floors due to the high floors. This can result in firefighting failures, leading to major disasters and a major concern for high-rise building residents. In these earthquake-proof multi-story roads, firefighting equipment 16 is connected to the outer branches of the roads. A main water supply pipe 17 connected to a water supply source is installed in certain areas. The main water pipe is fixed upright at certain columns, extending upward along the columns and secured to the columns with curved screws or soft steel strips. Alternatively, the main water pipe can be fixed upright on a short beam extension and secured with screws on both sides. The main water pipe extends from bottom to top, and a water distribution pipe 18 is connected to each floor road. The water distribution pipe extends along the road to each floor resident or public entrance 15. Firefighting equipment 16, hoses, and fire water storage tanks are connected to the branch roads. In the event of a fire, escape becomes much more convenient. Furthermore, since the fire hoses in the fixed firefighting device 16 extend beyond the branch roads to every room or the center of a public place, not only can escape be easily and promptly managed, but firefighting can also be done independently or with neighbors. This technology eliminates the current difficulties of extinguishing fires in high-rise buildings and escaping during earthquakes, overcoming the technical prejudice that high-rise fires are difficult to extinguish and earthquakes are difficult to escape. This technology brings great benefits to people and solves two long-standing problems.

[0056] 3. A high-rise outdoor earthquake-proof fire extinguishing device, connected to a greening platform. The multi-layer road greening platform is composed of short beams and beam extensions with small long beams added to connect the paved grid to form the greening platforms on both sides of the road, which are connected to water and soil storage devices and waterway devices.

[0057] The water distribution pipe 18 can also be equipped with a water control sprayer to supply water to the greening platform 19, so that the entire road can be earthquake-proof, fire-fighting, fire-proof, and green the city. Ornamental plants are planted on each road layer, and there are green hanging nets outside the road barrier, so that the entire frame road forms a green wall, and the city is greened in three dimensions. The road intersection can also be widened by connecting flat and diagonal braces, and benches can be placed on it to form a leisure platform 20.

[0058] Furthermore, stairways can be installed on the ground floor of flood-prone roads. This allows for escaping to multi-story roads to avoid flooding or waves. Furthermore, barriers along the roads prevent people from being swept away by floodwaters or waves. Furthermore, multiple elevators can be connected, allowing for multiple access points.

[0059] See Figure 2 : Schematic diagram of branch roads connecting the main road

[0060] A branch road is a branch road that connects the main road to residential entrances and public building entrances. The road may extend, curve, or intersect depending on the building's location, ultimately achieving the optimal and shortest connection to a residential door or public entrance. Existing roads, living rooms, or balconies, where closest to the main road, are most suitable for residents' entrances and exits, and can be opened up to create doors and connected to the branch road. New buildings should be planned to better accommodate branch roads. Fixed connections can be used for branch roads, where both ends of the branch road are fixed to the road or the wall at the bottom of a residential door. However, such connections can cause the building to sway or collapse during an earthquake, pushing or pulling the branch road. This pull, collapse, or tilting of the road can result in poor earthquake protection and poor earthquake resistance. Therefore, a seismic-resistant connection can be used, 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, so that when the building moves or collapses, they will not be pulled, collide, or affect each other. Branch roads can be connected anywhere on the road. When the branch road between the road and the residents is short, such as only about one meter, it can be directly connected to the branch road. However, if the branch road between the main road and the residents is longer, a column is added. On each branch road layer, the same extension connection and connector are made on the added column. A short substitute 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 6, allowing for the same connection. N long beams 21 with wide end slots are connected to the main road to serve as the long beams of the branch road. They extend from between the two columns to the wall plane of the residents. A tripod plane 22 is added to the wall of the residents to increase the connection surface for the residents. If the branch road uses a seismic connection, the long branch road beam 21 is not fixed to the wall plane, but overlaps the smooth wall surface. However, in tall buildings, earthquakes cause the building to sway significantly, leaving the long branch road beam 21 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 21 are extended only to the tripod plane 22, separated from the wall by a distance. The tripod plane 22 can be formed by fixing several flat steel bars 23 on the bottom plane of the resident's door with nails on the bottom plane to the bottom surface of the tripod plane, and then fixed to the tripod brace 24 on the wall surface of the tripod plane 22. The long branch road beam 21 overlaps the tripod plane 22. After the short crossbeams 21 are installed and the grid and pavement are laid on top, a flat plate is then installed on the ground a level higher up, serving as the paving surface for the residents' doors. The branch road ends are separated by the flat plate bottom surface, leaving space for movement around them. The pavement ends are positioned as far as possible outside the door frame and at a distance. Furthermore, the branch road guardrails, long guardrail beams 25, and guardrail posts 26 are positioned some distance from the wall to prevent them from interfering with each other during movement. The resident's tripod plane 22 is larger than the width of the branch road, and short guardrails 27 are installed on either side, secured 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 prevent each other from pulling, 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 flat surface 22 to easily shift relative to each other. The branch road guardrail, short guardrail 27, and crossbar 28 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.

[0061] If a branch road is located between two columns, a diagonal brace 24 is connected to the connector of the columns on the next level to form a diagonal brace frame. This supports the bottom of the branch road and can extend directly to the branch road guardrail to prevent the guardrail from turning outward. At the same time, a pull rod 11 can be connected to the crossbeam 21 connected to the diagonal brace 24, and the other end of the pull rod is connected to the column or connector of the upper road. A long diagonal rod 29 is connected to the bottom of the diagonal brace, and the other end is connected to the top of the connector, stabilizing the support frame at the bottom of the branch road. Alternatively, a pull rope 11 can be connected to both columns and the wall at the same or different levels, with the bottom end connected to a crossbeam at the same or different levels to support the branch road.

[0062] A gate can also be set between the two columns of the branch road to block the main road so that residents can enjoy the branch road section exclusively. A gatepost angle steel 30, a door frame, and a door can be directly connected between the two columns. A branch road without two columns is a shorter branch road, such as about one to two meters. At the intersection of the two guardrails, the branch road adopts a screw rod that is threaded through the hole of the long crossbeam 21. A band hole is set on the screw rod, and the long column and guardrail column 26 are square. An angle steel 30 is connected to the guardrail column 26, and the two guardrail long beams are fixedly connected by holes on two inner angle surfaces. The upper end of the gatepost angle steel 30 extends to the connecting screw rod of the same angle steel as the upper road. A door rubber chain is connected to the gatepost angle steel 30, or a door frame can also be set thereon. The connection between the diagonal brace 24 and the pull rod 11 at the bottom of the branch road can be connected to the crossbeam flange hole 31 of the crossbeam 21. Alternatively, screw caps can be directly secured to the end holes of the beam 21. A pull rope can be looped around the end of the beam 21. In addition to securing the guardrail posts 26 on the branch or main roads with screw rods, holes can be provided in the guardrail posts 26 that fit into the end holes of the beam 21. Screw rods can then be inserted through the beam wall holes 32 to secure the guardrail posts 26 or the branch road guardrail posts 26. The long beam 21 of the branch road is secured to a long beam near the main road using a large bayonet, with short, perforated pieces connecting the bayonet on either side. This allows the long beam 21 to move up and down or left and right in the event of an earthquake.

[0063] See Figure 3 : Schematic diagram of the connection of branch roads on the walls of residents

[0064] The branch road is set up on the household wall. Two or more long crossbeams 21 of the branch road are fixed with screws or with steel bars in the wall or on the floor. Cement can also be used to solidify them. A tripod plane 22 can also be added to increase support. The guardrail is also inserted into the wall hole and fixed to the wall. A short crossbeam 21 can be set at the bottom of the branch road. Holes are set at both ends to connect with pull rods 8. The upper end of the pull rod 8 is fixed to the upper end of the wall with screws. A short support rod 33 is also connected to the wall to fix the pull rod angle. The other end of the branch road long beam is connected using a shockproof method. The branch road long beam is overlapped on the main road surface that has been supplemented. Alternatively, a road surface plate 34 is fixed on the road surface. The plate has holes and is fixed to the long beam with curved screws or soft steel strips. It extends a section at the bottom of the branch road so that the branch road and the plate can be easily displaced without pulling each other. The two guardrails are also staggered up and down, left and right, and have a certain distance. At the same time, a short guardrail 27 is set on both sides of the flat plate, and a crossbar 28 is set on the short guardrail 27 and the branch road guardrail, which cross and stagger with each other but are not fixedly connected.

[0065] Alternatively, both ends of the branch road's long crossbeam 21 can be overlapped on the plane of the resident's wall and the main road, with a tripod plane 22 added to one end of the resident's wall. Alternatively, the branch road's long crossbeam 21 can be overlapped on the triangular plane 22, and similarly supported by a fixed flat steel bar 23 in the bottom section. Short guardrails 27 are also connected to the main road and branch road planes, and crossbars 28 are connected to the branch road guardrails and short guardrails, both of which are connected using a shockproof connection. Tie rods 8 are also provided. Branch road guardrail posts can also be directly connected by holes in the long crossbeam, including the first two branch road designs. Alternatively, after the branch road is fabricated, it can be overlapped on both side platforms, namely the road surface platform 34 and the tripod plane 22, and then connected to the branch road guardrails and guardrails 27 and crossbars 28, using the same closure methods as the first two.

[0066] 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.

[0067] See Figure 4 : Schematic diagram of road intersections and connections

[0068] 1. Road intersections: In addition to the natural turns and intersections required by the location of buildings, roads must also be crossed 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.

[0069] Roads extend, intersect, and curve along the building's direction, forming a road network. Elevators 11 connect to the landing doors at multiple intersections. Elevators connect to landing doors at each floor's intersecting or straight road platforms. One or more elevators 11 can be connected at each intersection. A column stands at each corner of each road intersection. The more intersections or curves, the larger the road network and the higher its stability. Furthermore, the roads utilize seismic-resistant connections to prevent them from being pulled or pushed against collapsing buildings, providing a high degree of independence. Greater road stability and strong independence result in better earthquake resistance.

[0070] 2. Road Branches and Earthquake-Resistant Connections: A branch road 14 is connected to the building 2 at the nearest and optimal location to the entrances and exits 15 of residents or public spaces. For example, on the sunny side of a resident's main room, rather than the side, or in the living room, rather than the bathroom. Public places like schools connect branch roads to the walkways outside classrooms on each floor, widening them and extending the main road to a spacious area around the playground. Elevators 11 and rotating slides 13 are installed in multiple locations for students to play and practice. In the event of an earthquake, they can simply step from the walkway onto the main road, exit the classroom and building, and evacuate to the playground using the multiple slides. This eliminates the need to rush through crowded corridors from floor to floor. In public places like hospitals and shopping malls, branch roads are also located in areas with easy access to the outside of the building. Branch roads can be located in multiple directions and at multiple entrances and exits, and multiple slides are also provided to quickly escape potential collapse areas of high-rise buildings. The main road is at a certain distance from the building. The branch road 14 without other pillars is shorter, such as within 2 meters or 3 meters. If the branch road is longer, the branch road is connected to the original pillar and a smaller pillar is added. The branch road is connected between the two pillars and then connected to a long diagonal brace 24 at the next branch road to form a support frame supported at the bottom of the branch road. The bottom of the long diagonal brace has a long diagonal short rod 29, which is connected to the connector and the long diagonal brace to form a small triangle to stabilize the branch road. The branch road overlaps on the connecting surface. During an earthquake, when the building 2 moves or collapses, the branch road 14 is basically not pulled, so that the branch road and the main road with a certain distance from the building have independence. At the same time, the two sides of the branch road and the main road are closed or semi-closed with a retaining net 35. The retaining net is hung on the end of the short crossbeam 21 and then a retaining rod 36 is used to insert into the end hole of the short crossbeam, and the retaining net is fixed on the retaining rod with a screw. The retaining rod is sleeved on the screw at the end of the crossbeam. During an earthquake, residents can quickly evacuate from the branch roads to the main road in just a few steps, then run to the spacious elevators and slides 13 located in various open areas to the ground. Furthermore, in residential areas, the main road is generally at least two meters away from the buildings. If a building collapses during the escape, the retaining nets 35 provide a certain rebound force against falling bricks, redirecting them and preventing all the large bricks from falling onto the road. Compared to the ground, this provides a certain degree of safety, and residents on each floor can escape just as quickly as those on the ground floor. Branch roads can be connected to residents at any section of the road. In double-row buildings, branch roads 14 can be connected on both sides of the road. The branch roads are also paved with fireproof, waterproof, and insulating materials, and are fully enclosed with retaining nets on both sides. The retaining nets are made of highly conductive metal mesh to shield lightning. The retaining nets are connected to retaining bars and columns, and in some areas, the retaining bars can be grounded to prevent lightning strikes. Guardrails are also equipped with plastic-coated guardrails to prevent electrical conduction when wires are installed on certain sections of the road. A gate 37 can be installed at the junction of the branch road and the main road, allowing residents to enjoy a separate outdoor space on the branch road. If the main road of the branch road is too long and the main road is a single-sided branch road, a connecting road or branch road can be connected to the middle section or opposite the branch road to create a leisure platform, thereby increasing the stability of the main road.

[0071] 3. Diagonal braces and tie rods of the road: or rope-stayed roads, in addition to the cross diagonal braces 5 between each set of columns and connectors on both sides of the road surface and the short diagonal braces between the columns and connectors and the long beams of this layer, stabilize the direction of the short beams so that the road cannot swing to both sides. In order to stabilize the direction of the long beams, a long diagonal brace consisting of short diagonal braces 38 and long diagonal braces 24 connected to the long beams of this layer can be used to support and stabilize the direction of the long beams so that the road cannot move greatly in the direction of the long beams. At the same time, the support frame decomposes the bearing force on the long beams. However, since the diagonal braces need to have a larger diameter and steel degree, they are heavier and the diagonal braces are too flat. That is, if the long beam is too long, the diagonal bracing effect will be worse. Therefore, a pull rod 8 can be used instead of the diagonal bracing. One end of the pull rod 8 is connected to the long beam 6 or the cross beam 21 connected to the bottom surface of the long beam 6 or the middle long beam 7, and the top end is connected to the column and the connecting piece above the long beam. One or more layers of pull rods can be connected to the connecting piece, corresponding to one or more sections of long beams connected to the long beam. When the pull rod is long, an oblique long hole can be provided on the connecting piece so that the column has vibration space in the event of an earthquake, and the pull rod has movement space during thermal expansion and contraction. The pull rod forms a tripod connection with the column and the long beam, which can make the direction of the long beam more stable.

[0072] If the road is too long, under the premise of ensuring that the triangular support strength formed by the short tie rod 8 is strong enough, a tie rope 9 can be used instead of a longer tie rod 8 to connect the middle section of the long beam and the connector above the long beam, with both ends anchored by anchors 39. Alternatively, a whole tie rope can be passed through the column and the connector, and the two ends are anchored to the long beams on both sides of the column. One or more layers of tie ropes can be connected to one or more sections of long beams. Alternatively, a whole tie rope can be passed through one or more sections of long beams, corresponding to the column and connector in the middle, and then the tie ropes are fixed to a section of long beam on both sides for anchoring. The tie ropes 9 corresponding to each section of long beam 6 are connected to the long beam, just like adding a tough, unbreakable soft long beam to the long beam, doubling the load-bearing capacity of the long beam. The drawstrings and long beams can be connected directly, i.e., connected to the fixed crossbeam under the long beam or to the middle long beam using a connecting angle steel, and the drawstrings can be fixed within the angle steel. Alternatively, the drawstrings and long beams can be connected by connecting rods, i.e., a guide screw rod is inserted through the end hole of the long beam 6 or the fixed crossbeam 21 under the long beam, or the flat vertical hole of the middle long beam 7. A connecting pipe with internal screw threads is connected to the screw rod, and a connecting member with a hook or ring is connected to the drawstring or the connecting rod at the upper end of the connecting rod. The connection can be divided into multiple sections. When a shorter drawstring is separated by a sleeve between each connecting rod section, one end can be directly connected to the long beam, the crossbeam 21 under the long beam, or the middle beam 7, and anchored using an anchor 39. The upper end can also be directly anchored to the connecting member. The pull rope can also be connected to the bottom of the long beam outside the greening platform, with the upper end connected to the short beam extension. A wire clamp 40 is used to thread the rope into a loop 41, which is then looped over the short beam and anchored using an anchor 39. A single pull rope connection allows the long beam to extend further, making it more suitable for connecting long beams in multi-story roads in buildings. Because the distance between upper and lower floors of a building is relatively short, a single pull rope connection is used, provided the triangular stability strength of the tie rod, column, and long beam is sufficient. Using a tie rod is less effective, so a single pull rope is used, as it is less likely to break even when the long beam diameter is small. Furthermore, the distance between columns, i.e., the long beam, can be extended, making the high-altitude multi-story road lighter and more material-efficient. Furthermore, the inertia is reduced, making it less likely to fall over.

[0073] 4. Greening and gridding of the road extension platform, and water supply and control connections

[0074] The high-altitude multi-story road is a multi-story support road frame. After the long beams are connected, the long beams are connected to the cross beams 21. The cross beams 21 are clipped onto the first long road beam, and the clips are connected with connecting pieces to secure the cross beams to the long beams. When used to support the road surface, holes can be omitted or provided with relatively strong holes to connect and secure the long beams. A grid or road surface is then laid on the cross beams. As the building height increases, the flat road surface can be pushed up by the huge wind force. Therefore, the road surface can be directly made of a porous or gridded insulating, fireproof, waterproof, and relatively hard road surface, such as steel mesh, porous stone plastic board, horizontal strips of wood core iron sheet, and plastic-coated board. This makes the road surface light, air permeable, shockproof, electrical, fireproof, and waterproof.

[0075] When the crossbeam supports the road surface, it is connected to the bottom of the long beam as a connecting rod or rope, and is fixed to the bottom of the long beam with holes. The ends of the crossbeam have multiple holes to connect to the guardrail posts. Long screws can be inserted into the crossbeam holes. The screws are fastened to the ends of the crossbeam with screw caps at the top and bottom. The guardrail posts are then connected to the screws with sleeves with internal screws. A slotted hook with a hole or a ring is connected to the top of the guardrail post to connect to the long guardrail beam. The ends of the guardrail beam are connected to the posts on both sides.

[0076] The outermost end holes of the crossbeams are connected to sleeve bars 36 in the same manner, and the bars can be extended to the same connecting screws on the crossbeams of the upper road surface. The barrier net is then hung on the ends of the crossbeams of the upper and lower roads. Holes are then provided in the bars to support the barrier net with screws, or double bars are provided to fix the barrier net between the bars. If it is semi-enclosed, only half of the barrier net can be directly connected using the same method. The road is a frame road, erected outside the building according to the height of the building, which is relatively dull and not very beautiful. Short beams 4 and crossbeams 21 are extended on both sides of each road layer, and smaller long beams are added. Mesh is laid on these to form two side platforms 19 of the road. At the same time, small diagonal triangles 42 can be used on the barrier nets 35 on both sides of the road, and mesh or flat plates are laid on them to form small platforms. Each layer of road is provided with multi-layer greening platforms on both sides. Greening water supply and drainage devices 43 (i.e., water supply pipes, sprinkler pipes, and drain pipes) are added on the platforms. They can also be used in conjunction with the fire-fighting water distribution pipe 18 and a main water pipe is set. The water channels are fixed to the grid or columns along the columns. A water trough or soil and water storage device 44 is added on each platform. Ornamental plants 45 are planted, which are particularly suitable for planting hanging plants. These plants are hung outside the high-altitude multi-layer road retaining net of the frame to form a green wall. Various ornamental plants are planted on the platforms within the retaining net, making the frame outside the building become a green wall, and the city's high altitude is greened three-dimensionally. The retaining net is fixed by a retaining rod through the end hole of the beam. The greening water channel and the fire-fighting water channel can be shared in the main water supply section, and the water distribution section is separately equipped with a control device. The main water pipe is connected to a certain water source area, connected to the water main, and fixed to a certain column or on a short beam extension section, and fixed to the upright main water pipe with a screw. Each floor has a water distribution pipe and water control switch. The pipes extend along each floor to the entrances and exits of residents and public areas, connecting to firefighting equipment 16. A backup water storage tank can also be installed on higher floors to match the firefighting equipment. Firefighting equipment 16 normally stores a fire hose and is connected to the water distribution pipe or water tank. The water is stored at the branch entrance, making it convenient for residents and passersby to extinguish fires in a timely manner. Alternatively, the fire hose can be shared with the green water distribution pipe for separate use. The fire hose can be extended to each residential area or the center of a public area, allowing fires to be extinguished at the earliest possible source.

[0077] See Figure 5 :Various connectors and connection diagrams

[0078] Connectors are conversion components that connect various components on the columns. Each component can be directly connected to the column, holes can be set at the corresponding connection points of each component and fixed with screws, or electric welding can be used to fix the components together. However, all of these will affect the reliability, firmness and load-bearing capacity of the connection of the overall road, as well as the flexibility of thermal expansion and contraction. Therefore, it is more convenient, reliable, stable and flexible to use connectors. There are many types of connectors, but each connector has a different style. There will be multiple holes on the extended screw connected to the column, hem holes for connecting diagonal braces and cross diagonal braces along the short beam direction, rope holes for connecting diagonal braces or pull rods (ropes) along the long beam direction, and bayonet holes for supporting the short beam and short beam fixing holes for fixing the short beam. In actual use, a single type of connector is usually used. At the same time, various connectors can be extended downward to set bayonet holes and long holes as needed.

[0079] 1. The two-in-one tubular connector 46 is a short tube of the same shape as the column, divided into two halves, which are then combined into one. The two halves have multiple holes 47 for column extension screws connected to the columns, extension pieces and bayonet holes 48 on either side for connecting to short beams, and slots 49 for securing long beams. The slots are designed to accommodate short beams of varying diameters and to allow for vibration along the long beams in the event of an earthquake. The half tubes have holes for extension pieces and hem holes 50 on either side for connecting cross braces, tie rods, or ropes between the two road columns. A hole 51 is also provided for connecting the two halves together. The connector can be extended downward to further include extension pieces and bayonet holes 48, slots 49, and slots 50 for connecting to tie rods and other components, as needed.

[0080] 2. Angle and channel connectors 52 are angle steels with holes on both sides or channel steels with holes on all three sides. They are fixed to the column on either side in pairs, each secured to the column tie rod 47 using multiple holes on one or both sides. The angle steel has a latch 48 on one side, while the channel steel has latches 48 on the other two sides, along with elongated holes 49 on the left and right sides. These connectors are used to connect the short beams 4. 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 50 are provided on both sides for connecting cross braces, tie rods, etc. Alternatively, the connectors can be directly manufactured as channel steel. A further latch can be provided downward for connecting secondary short beams when connecting to elevators. The angle (channel) steel's latch support edge, i.e., the bottom surface of the latch, can be provided with a folded edge with elongated holes 49 for securing the short beams. The short beam is inserted into the slot with a screw rod and fixed with a short beam fixing slot 49. The slot 49 can accommodate short beams of different diameters. One of the angle channel steel's folded holes 51 connects to the cross brace 5. The other folded hole 50 of the angle channel steel, along the direction of the long beam, connects to the short brace in the direction of the long beam. One end is connected to the hole at the end of the long beam or the long beam connecting angle steel (not shown) and the long brace between the upper or upper floors. It is also fixed with a screw rod and is also used to connect the rope.

[0081] 3. It is a flat-plate connector 53. It has a bayonet 48 on a flat plate like the two-in-one connector, and a short beam fixing long hole 49 on the bottom edge of the bayonet, and also has a folded edge 50. There are rows of holes 50 on both sides. The middle row of holes is used to fix on multiple connecting screws 47. The folded edge and each side have a row of rope holes 50 for connecting the diagonal brace or pull rod (rope) in the direction of the long beam. The folded edge hole 50 is used to connect the cross diagonal brace 5 and the short diagonal brace between the column and the short beam (not shown). The short beam fixing long hole 49 is used to connect and fix short beams of different diameters. On the column, only one connector is required to be connected to the corresponding surface of the corresponding column. A box-type flatbed connector, constructed by connecting one connecting plate or two flatbed connectors, facilitates connecting a pull rope to a straight road. Anti-slip pads are placed on the screws in the upper and lower double rows of holes. The pull rope is then clipped into the pads of the double screws, and a rubber pad is again applied. Another flat plate is then added to form the box-type flatbed connector to secure the pull rope. Simultaneously, the clamping screw at the upper end of the pull rod rests against the two rows of flatbed holes, making the connection of the pull rod, especially the long hole, more secure and balanced. At the intersection of roads, square or round flatbed connectors are also used to secure the pull rope, facilitating the connection of pull ropes in both directions. Because the above connectors are made by stamping, the folded long hole 49 is integrally connected to the bayonet and does not require a separate component.

[0082] However, when roads intersect, the connector needs to connect to the pull ropes and pull rods in two directions. Therefore, when roads intersect, a connector with the same shape in all four directions can be used, such as round or square. Therefore, only when the flat plate type is set to a square or round connector, the method of connecting the pull rope and the method of pulling the pull rod are the same. When connecting the pull rod, the holes in the four directions are connected (the pull rod only needs pull rods in three directions) and two pins are set on the pull rod to clamp the pull rod on the connector hole. When connecting the pull rope, that is, when the entire pull rope is connected, there are pull ropes in four directions, and one pull rope hole and the other pull rope hole are staggered up and down. The corresponding holes on the column are also staggered up and down, so that one pull rope is connected to the lower hole and the other pull rope is connected to the upper hole. The same connection method is achieved when crossing. Therefore, a square or round connector can be provided for crossing roads. It can be a two-in-one type or an integral type, with multiple holes connecting the various components.

[0083] 4. Cross-shaped connector 54, with upper and lower vertical tubes 55 of the same shape as the columns. Extending from the middle section are tubular or slotted extension tubes 56 on either side. These extensions support the short beams. Similarly, short beam fixing holes 49 are provided at the bottom and top of the extension tubes 56 to secure the short beams. Screws are threaded through the holes in the extension tubes to secure the short beams. The extension tubes connect to the long beams 6 and have inward-extending oblique holes 57 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 with heat. Multiple outward-protruding slots 50 are provided on both sides of the upper and lower vertical tubes 55 to connect the cross braces 5 between the two columns in the direction of the short beam and the short diagonal braces between the columns and the short beams. The rope hole 50 in the other direction is also used to extend the screw 47 to connect the upper and lower tubes to the column. If the diameters of the column and the upper and lower short vertical tubes 55 are different, a short pad tube 58 with the same shape as the column or tube can be inserted inside or outside the tube and between the column, and multiple connecting screws 47 are used to fix the column and the upper and lower vertical tubes 55 and the short pad tube 58. This connector is not suitable for connecting intersections and ropes.

[0084] Whether it is a two-in-one connector 46, an angle channel steel connector 52, or a flat connector, although the shapes are different, they all have holes connected to the column screws 47, a bayonet 48 for connecting the short beams, a long hole 49 for fixing the short beams, and holes 50 for connecting the diagonal braces and other components. In addition, the bayonet 48, the long hole 49 and its hole 50 can be set on the bottom connector as needed.

[0085] 5. Connection of each component on the connector

[0086] ① The connector itself is connected to the column by screw rods 47, and more than two screw rods are fixed to the column. The more screw rods there are, the stronger the load-bearing capacity. ② The angle steel connector 52 is connected to both sides of the column. Therefore, the direction of the screw rod hole 47 when the column is erected is along the long beam, while the column erection hole 14 of other connectors is along the short beam. ③ After the columns are connected, the connectors corresponding to the height of each floor should be connected at the extension of the column. Then, the cross brace 5 between the two columns on both sides of the road and the short beam 4 are connected to the connector. The gap between the cross brace surface and the connector hole due to the brace diameter is filled with washers or sleeves to ensure a tight and stable connection. The same is true for other parts. ④ A short brace 59 can be connected between the end of the short beam and the column, i.e., the hole 50 of the connector. It has the same function as the cross brace 5 and can replace each other or be used in combination. At the same time, the short brace 59 also has a stabilizing effect on the short beam. 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 49, which accommodate short beams of varying diameters. These holes also allow for vibration during earthquakes, minimizing damage to the connecting components. 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 5 can be connected flat on the ends of the two short beams.

[0087] Long Beam Connection: After the short beam is secured, a long beam connection angle steel 60 is stacked on top of it. Both sides of the long beam connection angle steel have elongated holes, with one side having at least one elongated horizontal hole 61 for long beam connection at each end. Screws secure the long beam to these elongated holes. The elongated holes allow the long beam to move due to thermal expansion and contraction, as well as during earthquakes. Multiple elongated holes enhance the torsional resistance of the entire road support frame. The other side of the angle steel 60 also has vertical elongated holes 62, which connect to the column extension screws 47 and / or holes in the connector. The vertical elongated holes provide space for upward movement of the long diagonal braces 24 on the road floor due to thermal expansion and contraction. The two ends of the long beam are connected to the long beam connection angle steel 60 on the connectors of two adjacent columns. The long beam of the cross-shaped connector is inserted into the extension tubes 56 on both sides. The corresponding elongated diagonal holes 57 are used to connect the ends of the long beam with screws. The oblique long holes 57 are reserved for expansion space for the long beam and the long diagonal brace 24 to expand and contract due to heat. After the short beam is fixed, a flat plate 63 can be overlapped on it. Its function is the same as that of the long beam connection angle steel 60. The flat plate has folded edges on both sides, and the folded edges have vertical long holes 62 similar to those of the long beam connection angle steel. These are fixed on the column extension screws 47 or the holes of the connecting member. The other side of the long beam, that is, the long beam connection long holes 61 on the flat plate, are connected to the long beam. At the same time, when adding a long beam in the middle of the road, when using the long beam connection angle steel 60, the same long beam connection angle steel 60 is used to connect the long beam and then overlap between the two short beams. When using the flat plate 63, the middle long beam is directly connected to the middle long beam with the same long holes on both sides of the flat plate. The long beams on both sides are also directly connected in the same way. More long beam connection long holes 61 can also be provided. Multiple long beam connection holes can be connected to the long beam to increase the torsional resistance of the road. The long beams can be two or more long beams depending on the width of the road. If the ends of the flat plate 63 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 torsional resistance. To increase the road's torsional resistance, cross braces 8 are connected to the long beams at both ends and / or on the long beams at the two columns of the long beams, that is, on the long beams at both sides. These cross braces can be connected at any section of the long beams.

[0088] Crossbeam 21 connection: After the long beam is connected, connect the crossbeam 21 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 21 has its bayonet downward and is stuck on the long beam. The two ends of the short piece are connected with the bayonet on both sides to fix the crossbeam on the long beam. Holes can also be set in the long beam to fix the crossbeam, but this will damage the long beam and reduce its bearing capacity. The ends of the crossbeam 21 are also porous, which is convenient for connecting guardrail posts and guardrails. At the same time, the folded edge of the bayonet is provided with holes 31 to facilitate the connection of diagonal braces or pull rods and ropes. When connecting the diagonal brace and the pull rod (rope), the bayonet is upward to provide strong support for the long beam.

[0089] Tie rod connection: Tie rod is connected to the tie rod hole 50 of the connecting piece along the long beam direction, and the end hole is fastened with a screw. The cross-shaped connecting piece is directly connected to the connecting screw 47. The short diagonal brace 59 along the short beam direction is connected to the hole 50. Figure 6 Only the short diagonal brace 59 of the two-in-one tubular connector is drawn, and the others are not drawn).

[0090] The tie rod 8 is connected to a hole 50 in the direction of the long beam of the connector on one or more levels above. Screws are similarly used to secure the tie rod hole and the connector hole. The bottom end of the tie rod is connected to the long beam, or to the crossbeam or intermediate long beam 7 connected to the bottom end of the long beam. If a pull rope 9 is used, the rope can be passed through the connector hole and then connected to an anchor at the end to prevent the rope from exiting the hole. The lower end can then be anchored in the crossbeam hole, the long beam hole, or the intermediate long beam 7 using the same method. Multiple rope holes 9 can be arranged from bottom to top on the connector to form multiple layers of rope connection holes. After the rope is passed through, multiple rope sections can be connected to the long beam in sequence. This allows for longer connected long beams and reduces the need for long diagonal braces, making the road lighter. This reduces inertia, makes it less likely to fall over, and is more economical. On the cross-shaped connector, a rope loop is directly secured to the column using a wire clamp and anchor, and the loop is supported by the screw 47 or 50 on the cross-shaped connector. If a greening platform 19 is established on both sides of the road, the short beam 7 can be directly extended or a short sleeve can be put on to fix the short beam end as an extension section. At the same time, the crossbeam 21 of each section of the road is also extended. Then, a hole is connected to the short beam and the crossbeam of extension. A hole-shaped long beam 64 with a smaller diameter can be connected. The long beam ends are also connected with a long beam connecting angle steel, and also have a horizontal long hole, or a long piece with a long hole is connected. The long beam connecting angle steel overlaps the short beam. Then, a grid is laid to form a platform, which can be set as the greening platform 19. Holes are set at the short beam extension section and the crossbeam extension section end outside the platform. A long screw rod 63 is fixed and guided respectively. The long screw cap is respectively inserted and tightened on the screw rod above and below it. Then, a stop bar 36 is respectively put on. The stop bar 36 can extend to the upper or lower layer and is inserted on the screw rod of the upper or lower layer. The blocking rods have holes that can be passed through the screw rods to securely hang the blocking net on the upper and lower beams, the ends of the short beams and the rope rods. The short pieces with holes can be inserted into the short screw rods, and then the blocking net can be fixed with screw caps. Another blocking rod can also be erected and fixed in the adjacent hole of the short beam and the end of the cross beam within the grid. Double blocking rods can be used to clamp the blocking net and fix it in the two blocking rods with screw rods.

[0091] Connection of the guardrail: The guardrail 10 is supported by the guardrail posts 26 through the holes at both ends of the crossbeam 21 fixed on the long beam, and the upper ends of the guardrail posts are connected to the guardrail long beam 25 and the guardrail angle steel 66 and then to the guardrail long beam 25. The guardrail long beam 25 is connected to the guardrail angle steel 66 on the column connectors on both sides. The guardrail angle steel 66 has long holes and is connected to the connector or the column extension hole 47. The long holes also provide space for the guardrail long beam to move to prevent thermal expansion and contraction. The guardrail posts 26 can also be connected to the connector to increase the height of the guardrail, and then the guardrail angle steel 65 is connected to the top of the guardrail post. The guardrail can be replaced or used in conjunction with the retaining net.

[0092] See Figure 6 : Connection between long beam and pull rod and rope

[0093] 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. The same intermediate long beam can be added to the middle section of the single long beam or double long beam to form an extendable long beam.

[0094] A single long beam is a single beam that connects two or more beams between two columns, and is connected to the crossbeams and various road components to form the road. Double long beams are used to avoid having multiple component connection holes on the long beam. A channel steel or angle steel is overlapped at the bottom of the single long beam and connected to the short beam or the long beam connection angle steel or flat plate at the same hole at both ends of the single long beam. The crossbeams and various road components are connected to it to form the road. A truss long beam is a long beam that is added above or below the single long beam of the road surface, and short rods are used between the two long beams to form several tripods supported between the two long beams to form a truss long beam. Two layers of short beams are used at both ends to connect the corresponding two layers of long beams. The crossbeam is connected to the bottom long beam, or the crossbeam is connected to the upper long beam. Another layer of guardrail is added to the crossbeam, and the various road components are connected to it to form the truss long beam road. Alternatively, cross braces can be connected to the long road beams to increase the road's torsional resistance. Alternatively, several short rods can be connected between two side beams to form a triangular parallel truss beam, on which a grid and / or road surface can be laid. This effectively supports the road surface and increases its torsional strength. For shorter distances, a truss-shaped multi-story road can be constructed without long braces or tie ropes; tie rods can simply be used to stabilize the road. This allows the long beams (or beam components) to be reduced in diameter and weight, and with fewer tie rods and ropes, a greater load-bearing capacity can be achieved.

[0095] The long beam can be directly connected to the short beam (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 is also directly fixed to the column with screws. Holes can be set on the bottom 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 connected again by setting holes on the column. 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. Therefore, it is best to use connectors.

[0096] Usually only one type of connector is used on the column, and the flat connector is more reliable and convenient to connect when the road intersects. The overall strength of the channel steel or two-in-one tubular connector will be reduced after the connection parts because of its lower folding hole strength, and the connection is more complicated, but including the cross-type connector, it can achieve connection.

[0097] 1. Connection of short beams and cross braces

[0098] After the connecting piece is fixed on the column, two short beams 4 are connected to the bayonet 48 between the two columns in a group on the corresponding surface of the road surface, and the short beams 4 are fixed with folded long holes 49. The cross braces 5 are connected under the bayonet 48. There are multiple holes at both ends of the short beams. Connecting different hole positions can form roads of different widths.

[0099] The short beam is fixed by the folding hole 49 and needs to be supported by the bayonet 48. However, when the road is impacted, it is difficult to withstand torsion and its robustness is poor. Therefore, the short beam 4 can be extended outside the columns at both ends, and a cross brace 5 can be connected on the plane between the two short beams to enhance the robustness of the road. At the same time, the cross brace 5 can be connected to the connector under the short beam between the two columns on the corresponding side 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 can be shared with or replaced by the cross brace. The middle intersection of the cross brace must be fixed. There is a gap between one of the surface braces and the connector, which can be filled with a washer or a gasket. A 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 torsion resistance of the road and facilitates supporting the road surface.

[0100] 2. Connection of components at both ends of the long beam

[0101] After the short beams and cross braces are connected, long beam connecting angles 60 and guardrail connecting angles 66, or flat plates 63 connecting the upper and lower long beams, are attached to the short beams 4 or the columns and connectors to connect the long beams. The long beam connecting angles 60 and guardrail connecting angles 66 are angle steels with elongated or round holes on both sides. One vertical elongated hole 62 is used for connection to the columns and connectors. This allows for short beams of varying diameters to be connected through the elongated holes. The elongated holes also allow for tilting of the columns due to thermal expansion and contraction of the long braces or tie rods, or due to up-and-down vibrations caused by earthquakes. The columns are supported by the short beams. A horizontal elongated hole 61 is used for connection to the straight long beams 6. Flat plate 63 has hems on both sides, each with vertical elongated holes 62, which are also fixedly connected to the column and the connector holes. Its flat surface also has transverse elongated holes 61, and multiple connecting holes 61 can be provided to connect multiple long beams. In contrast, angle steel 60, when connecting more than two long beams, can only be added with angle steel, each angle steel connecting a pair of long beams. The transverse elongated holes 61 provide space for the straight long beam 6 to expand or contract due to thermal expansion and contraction. They also allow the column to vibrate during earthquakes, so a moderate degree of tension is used when connecting the ends of the long beam 6, allowing the long beam to move freely. Since the long beams on both sides of the column experience the same thermal expansion and contraction, there is no pushing or pulling on the column, and both sides are equally stressed. Furthermore, the space for the long beam to move and contract, i.e., the elongated holes, is also relatively small. The upper long beam of the double long beam replaced by the guardrail can be connected to a long beam connecting angle steel 60 at the top of the connector, and then connected to the upper long beam 6 on the connector. Alternatively, a folded edge hole 49 can be provided at the top of the connector to fix the upper long beam to the top of the connector. The aforementioned horizontal long holes and vertical long holes can also be omitted, and only circular holes are required. Although it is possible to prohibit the use of the upper long beam in the state of prohibition, it will cause significant damage to the components in the event of an earthquake.

[0102] 3. Connection of long beams

[0103] ① The long beam can be a single straight long beam 6, connected at both ends to the connecting angle 60 on the column, or to the flat plate 63, and connected through multiple long holes 61. The pull rope 9 or pull rod 8 is connected to the long beam 6, which is directly provided with a side hole or connected to the flange hole 31 on the crossbeam 21 at the bottom of the long beam 6. The pull rope 9 or pull rod 8 can be connected to the side or flat hole at both ends of the crossbeam.

[0104] ② The long beam can add an auxiliary channel steel or angle steel at the bottom of the long beam, and both ends are connected to the connecting angle steel 60 or the flat plate on the column, and the long beam 63 is connected to the angle steel or channel steel at the same hole position, and the pull rope 9 or pull rod 8 is directly connected to the side or plane of the channel steel or angle steel hole.

[0105] ③ The extended long beams, including the guardrail long beams, are constructed by connecting two long beams 6 to connecting angle steels 60 or flat plates 63 on either side of the columns. The ends of the two long beams intersect midway between the two columns or are connected together to one or more intermediate long beams 7, forming an extendable long beam with two or more long beam sections. On the columns, the long beams 6 can be connected by connecting one end of the long beam 6 to the angle steel 60 or flat plate 63. Alternatively, a similar angle steel 60 or flat plate 63 can be connected above the end of the long beam, and the upper and lower angle steels 60 or flat plates 63 are connected using multiple screws, so that the ends of the long beam 6 are connected between the upper and lower angle steels 60 or flat plates 63 to increase the stability of the long beam 6 ends. Alternatively, the middle section of the long beam 6 can be connected to the angle steel 60 or flat plate 63 of the column, with the two ends extending to either side of the column and then connecting to the intermediate long beam 7. However, the length of the long beam 6 in this connection is reduced by half. The extendable long beams can be provided with holes at the ends of the long beam 6 and holes in the middle long beam 7 for connecting the tie rods 8 or ropes 9, or holes at the bottom connecting to the crossbeam 21 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 60 or flat plate 63 on the two side columns, with the middle section connecting the tie rods 8 and ropes 9. Long beams 6 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.

[0106] ④ The road can also adopt a truss long beam road consisting of two long beams, the upper and lower long beams. The two long beams are:

[0107] (1) (As shown in the figure, the upper layer of the road) is to extend the connector downward from the lower end of the long beam of the road surface, and the bayonet 48 and the folding hole 49 can be added to the extended connector, and then the short beam is connected, and the long beam connecting angle steel 60 or flat plate 63 is connected, and then a layer of long beam 6 that is the same as the long beam 6 of the road surface is connected. N short columns 67 are used between the upper and lower long beams to connect the long beams, and short diagonal braces 68 are used to connect the diagonal ends of each adjacent short column 67. Welding can be used, but the most convenient method is to set holes at both ends of the short column 67 and the short diagonal brace 68, and the corresponding long beams are also set with holes. The three parts are fixed with screws in the same hole or a nearby hole. Short diagonal braces can also be used to directly connect the two long beams diagonally to form N small triangular supports between the two long beams. Vertical truss long beam. The load-bearing capacity of the long beam is increased, thereby reducing the diameter and weight of the long beam. Then lay the crossbeam 7 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 25 at both ends of the crossbeam, and then connect a small channel steel or buckle or hook to the top of the guardrail column, which is connected to support the top guardrail long beam 25. A small connecting angle steel 66 with a long hole is connected to both ends of the guardrail top long beam 25 and fixed to the top of the connecting piece to form a road surface with a truss long beam.

[0108] (2) Between the two long beams on both sides of the road surface, cross braces can be connected or they can be connected to form a parallel truss, which increases the torsional resistance of the road and facilitates the support of the road surface. It can be used alone as a road surface long beam, or it can be used in combination with the truss long beam between the two layers of long beams on both sides.

[0109] (3) The extension of the truss long beam is the connection of the middle long beam 7. Multiple holes are directly set on the two long beams 6. The additional long beam is also provided with multiple holes. Screws are passed through the corresponding holes, 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, short rods are made on the middle long beam in a triangle shape and connected obliquely to the long beam to form an extended truss long beam.

[0110] 4. Connection of pull rod 8

[0111] After the road's twin long beams and long beams are connected, a long diagonal brace can be connected between the columns and connectors and the middle section of the long beam to enhance stability in the long beam direction and reduce the load-bearing force of the long beam's middle section. However, since the brace requires a relatively large diameter and the support angle is too flat, that is, when the long beam is too long, the support effect is poor. Therefore, tie rods can be used as the primary means of connecting the tie rods to the columns and connectors above the long beams, replacing the diagonal braces. The bottom end of the tie rod 8 is connected to the long beam 6, the crossbeam 7 fixed below the long beam, or the long beam angle steel channel, or the middle section of the long beam 7. Furthermore, 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 of the long beam. This effectively reduces the weight of the middle section of the long beam. At the same time, because the long beam 6, the columns 1, and the tie rods 8 form a tripod, the road is more stable along the long beam direction. The pull rod 8 connects the long beam and the components on the long beam. A hole can be set on the side of the component to directly connect the pull rod 8 to the long beam 6 or the angle steel or the cross beam 7 or the middle long beam 7 with a screw. Holes can also be set on the plane of each connecting component. After the end of the pull rod is inserted into the plane hole of the connecting component, a clamping screw 69 is inserted into the end hole of the pull rod to clamp the pull rod in the plane hole of the connecting component.

[0112] The top end of the tie rod can be directly connected to the corresponding tie rod rope hole 57 on the connector using a screw. If the tie rod is long, the tie rod hole 57 can be configured as an oblique elongated hole, and the tie rod end hole and the elongated hole can be fixedly connected using a screw. The elongated hole is designed to allow room for movement when the tie rod expands and contracts, or to allow a certain amount of vibration and movement during earthquakes. Alternatively, two flat-plate connectors 57 can be used to connect two flat plates and fix them to the column on the opposite side. The two plates are fixed using multiple connecting screws 47, with the two folded edges overlapping or parallel to form a two-in-one box-type flat plate connector 53. The tie rod 8 is inserted through the flat plate folded hole 51, and the nail screw 69 is passed through the tie rod end hole and rests on the connecting hole row 51 of the two flat plates. If the tie rod is long, the connecting hole or the row of holes 51 can be configured as an oblique elongated hole. The rows of holes 51 on either side of the flat connector are used to connect tie rods 8 or ropes 9 and the screws that connect and secure the two flat connectors, thus connecting one or more layers of tie rods. Connecting the tie rods between the columns and the long beams on either side of one or more sections creates a triangular support structure, further stabilizing the support frame. Connecting the two flat connectors in this way ensures a more secure and reliable tie rod connection, and balances the forces at the tie rod end holes. When using truss-shaped long beams, the tie rods should be connected to the long beams on the bottom surface of the truss whenever possible.

[0113] 5. Connection of drawstring 9

[0114] Although the pull rod is light and the connected support frame is more stable, when the long beam is too long, the pull rod length is too long and its supporting strength is also reduced. Therefore, under the premise that the tripod composed of the pull rod, the column and the long beam has enough supporting strength, the longer pull rod 8 can be replaced by a pull rope 9.

[0115] Guy rope connection: Guy ropes 9 are used on long beams instead of tie rods 8. This is done only if the triangular support structure formed by tie rods 8, long beams, and columns is sufficiently strong, ensuring greater stability in the direction of the long beam. This allows for the use of guy ropes to replace the longer tie rods 8. Therefore, the tie rods 8 closer to the columns can be connected to increase their support strength (i.e., their diameter), allowing for fewer tie rods to be used, and then guy ropes 9 can be used to replace them. However, guy ropes are not required when the distance between building columns on a truss long beam is short. This also applies to connecting wind turbines, where the wind turbine is relatively light.

[0116] 6. The pull rope can be connected in different ways

[0117] (1) The pull rope 9 can be directly inserted into the hole on the long beam 6, the crossbeam 21 below the long beam, or the plane on the middle long beam 7, 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 51 of the connector. It can also be connected from bottom to top on the connector, corresponding to connecting multiple sections on the long beam. The same connection is also made on the other side of the road surface. Such a connection must be feasible, otherwise the connector will be subjected to unbalanced force and easily deformed over time.

[0118] (2) A whole pull rope 9 can be used to pass through the column and the connecting piece, and the pull ropes at both ends 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 6 in the middle section of the long beam on both sides of the column or the cross beam 21 fixedly connected under the long beam or the auxiliary channel steel or the middle long beam 22 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.

[0119] (3) A whole pull rope 9 can be used, which is respectively passed through the columns and connectors on both sides of a long beam. The pull rope 9 is respectively led out from the two columns and the connectors on both sides, and the pull rope 9 at each connector is respectively 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 9 is also passed through and fixed on the columns and connectors between each section of the long beam, until the pull rope 9 is respectively fixed on a certain section of the long beam 6 or the crossbeam 21 connected to the bottom of the long beam or the middle section of the long beam 7 or the auxiliary angle steel, which has a vertical hole and the pull rope is inserted into the corresponding plane hole and anchored with an anchor. Since the pull rope is long and the diameter of the pull rope is large, the pull rope 9 and the long beam can be bundled together at the end of the pull rope, that is, on the corresponding long beam, and a screw is inserted into the corresponding hole. After supporting the bundling point, the pull rope is then passed through the corresponding component hole for anchoring, thereby increasing the reliability and firmness of the anchoring point. Because this section of the cable exerts a significant pulling force on this long beam, a bracing tube with internal and external screw threads, or a whole bracing tube, can be placed between the column and the long beam to offset the tension. Alternatively, the diameter of this section of the long beam can be increased, or a diameter-increasing beam can be added to improve the bending resistance. After both ends of the cable are anchored, the corresponding long beam section is connected to the cable. The cable and long beam can be connected directly by placing the middle section of the cable over the bayonet of the crossbeam 7 fixed below the long beam. The bayonet is secured with a short piece, and the cable is placed over the bracing tube between the crossbeams. Alternatively, a connecting rod can be used: a long screw rod is threaded through the long beam or the crossbeam 21 below the long beam 6, or through a flat hole in the middle section of the long beam 7. A screw cap is then inserted into the screw rod to secure it to the component. A connecting rod 70 with an internal screw is then attached to the screw rod. The top end of the connecting rod 70 can be directly connected to a hole for inserting the pull rope 9, 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 9 and the connecting rod 70. One or more connecting rods 70 can be connected in sections on each long beam. The spacing of the connecting rods on the pull rope 9 can be separated by inserting a support tube 71 on the pull rope, and a wire clamp 40 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 9 requires a larger diameter and a tighter connection on the connector. Therefore, in addition to connecting the pull rope clamp 40 at the pull rope outlet of the connector to fix the pull rope so that it does not move, two flat plates 53 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 film are used on both sides, and the pull rope is stuck into the rubber pad between the two upper and lower rows of screw rods. Then a layer of rubber pad is put on to make the pull rope be 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 51 and the middle 47 holes are covered with screws, and thicker non-slip washers are covered on the row hole screws 51 and the middle connecting extension screw 47. The pull rope is overlapped and hung on each screw rod and then taken out from the folded edge hole 51 of the connector. The folded edge hole 15 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 53 is put on, and the screw caps are fastened to the corresponding screw rods 51 and 47. 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 40 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 pull rope can be connected using a combination of direct and pull rod connections. If the long beam is too long, a direct connection is used in the middle, with pull rods connecting the ends. Because a single pull rope has a large diameter, length, and weight, anchoring it to the long beams on both sides places significant axial pressure on the long beams. Therefore, a support tube 71 with internal screws or a whole support tube 71 can be inserted between the anchoring section of the pull rope and the column. This allows the column, long beam, and support tube to form a tripod to offset the axial pressure of the pull rope on the long beam. Because the entire pull rope hooks the long beam at its edge, the pull rope should pass through the column. This can be achieved by using an outer column with a larger diameter and corresponding pull rope hole, which can be inserted outside the column and through which the pull rope passes to increase column strength.

[0120] 7. Connection of pull rope and pull rod on crossroads

[0121] When roads intersect, each corner has a pillar. Roads extend in four directions at the intersection, and each pillar needs to be connected to a pull rod and rope in two directions. The ropes can be connected using the same three rope connection methods. However, when using a full rope, the rope spans the bottom surface of the intersection road and is connected to the pillars and connectors on both sides of the road surface. A support tube 71 is placed on the rope between the two pillars. After securing connecting wire clamps on both connectors, the ropes are extended and anchored on the corresponding long beam 6 at the end of a certain rope section, or on the holes in the crossbeam 21 fixed below the long beam, or on the flat holes in the middle long beam 7. The ropes in the other direction are similarly connected to the corresponding two pillars and connectors in different directions. However, if the pull rope is on a flat connector, the pull rope in one direction is parallel to the plane and can be fixed with a non-slip washer. The pull rope in the other direction is perpendicular to the flat plate. The pull rope can only be passed through the hole 51 on one side close to the inner surface of the intersection road to guide the pull rope 9, or when using a pull rope, a column is used to connect the screw hole 47 to guide the pull rope, and wire clamps are used on both sides to fix the pull rope so that it does not move on both sides, and then the pull rope is extended and connected in the same way. Therefore, a flat-plate connector is provided as a square or round flat-plate connector specially used for convenient rope connection when crossing roads. It can be a tube-shaped building with the same shape as the column and larger than the column, or a three-in-one tube-shaped tube, and also has a bayonet 48 and other connecting holes. Although this connector is used to connect the pull rod, it can only connect the pull rod end clamp screw with a single hole, but the pull rope 9 in both directions can use rubber pads and non-slip washers to control the pull rope, and it does not move to both sides. In addition, the pull rope 9 holes in both directions are only set to be staggered at the bottom, and the staggered pull rope holes corresponding to the columns are set. Because a long pull rope is used and there is only one pull rope, only one pull rope hole in different directions is set on the column. A short column with the same hole position can be set on this section to supplement the weakening of the support force of the column by the two direction holes. Corresponding rows of holes are set on the four directions of the two-in-one flat panel 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.

[0122] For a square or circular pull rod, the end of the pull rod 8 can only be inserted into the row of holes 51 on one side of the flat plate, and two front and rear holes are set at the end, and the clamping screws 69 are respectively installed to clamp the pull rod 8 on the connector hole 51 to form a movable connection.

[0123] If a channel steel connector 52 is used to connect the pull rope and the pull rod at a road intersection, both the bottom and the wall of the channel steel can be provided with elongated or round holes. The pull rod can be connected directly with a screw rod when the screw rod is parallel to the connecting surface, or with a clamping screw rod when the pull rod is connected perpendicularly. However, the pull rope connected perpendicular to the bottom of the channel or parallel to the side can only be passed through the bottom of the guide channel or the column, and then fixed with wire clamps on both sides. The rope is then extended to the long beam. Therefore, a flat plate connector is more suitable for connecting the pull rod and the pull rope at the intersection, especially when using a square or round box-type flat plate. To connect the long pull rope at the intersection, an additional rope hole is provided on the other side of the column.

[0124] Channel steel two-in-one tubular connectors are not suitable for connecting connectors at intersections, nor are they suitable for connecting entire pull ropes.

[0125] The road uses a pull rope, which can be connected in different ways. However, when a whole pull rope 9 is used, it is passed through the corresponding columns and connectors of one or more sections of long beams. A two-in-one box-type flat connector is used to fix each section of the pull rope, and the ends of the pull rope are equipped with binding 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 71 can be installed on this section of the pull rope. The support tube can be a support tube with internal grooves at both ends, or a whole support tube can be used. Then, the pull rope is anchored to the long beam. The pull rope is directly connected to each section of the long beam or connected by a connecting rod. This is equivalent to connecting a section of soft long beam with high toughness and resistance to breakage to each section of the long beam. This increases the load-bearing capacity of the long beam, allows the long beam to extend longer, makes the road lighter, has lower inertia, is less likely to collapse, is more conducive to earthquake prevention, is more conducive to the extension of the wind turbine's transverse blades, saves materials, and is more convenient for construction. If the long beams are connected to form truss long beams, the extended length of the long beams will be further extended and the weight will be lighter. When the distance is short, the pull rope can be removed to connect the fan.

[0126] In order to make the intersection more stable, a flat diagonal brace 72 can be connected between the two road long beams, particularly on the middle long beam, to increase the stability of the road intersection. The top of the connector on the column is connected to the guardrail connecting angle steel 66, and then the guardrail long beam 25 is connected on the angle steel 66. The guardrail post 26 can also be connected on the connector to increase the guardrail connection height, and then the guardrail connecting angle steel and the guardrail long beam are connected. If the guardrail long beam is connected to the road surface long beam to form a truss long beam, then the guardrail long beam diameter is changed to match the road surface long beam, and the guardrail angle steel 66 is also identical with the long beam angle steel 60. Between the various connector bayonet holes 48, a pad angle steel is connected or the short beam is connected to support the middle long beam of the intersection road. The intersection of various connectors is all to adopt the bayonet hole 48 to connect the short beam or long beam, and one road long beam supports another road long beam. Outside the long beam intersection overlap, a large circular hole can be established, and a small screw rod is used to fix each other so that the screw rod and the hole edge have a distance space. To allow for out-of-phase vibrations during earthquakes and minimize damage to component connections, a cross brace 4 is attached at the bottom. At the intersection, guardrail connecting angles 4 are connected to the connectors on both sides of the four columns, while guardrail long beams 25 are connected to guardrail connecting angles 66. When the two long beams intersect, only one guardrail long beam can be disconnected, while the bottom long beams intersect and can be fixed to each other.

[0127] After the long beam pull rod 8 and the pull rope of the road are connected, it is necessary to lay a cross beam 21 on the long beam to connect the supporting road surface. The cross beam 21 is fixedly connected to the long beam on the bottom surface of the long beam when the pull rod and pull rope are connected. When supporting the road surface, there is no need to set a hole in the long beam. It is only necessary to set a bayonet on the cross beam to clamp it on the long beam, and use a short piece to connect the bayonet to fix the cross beam on the long beam, and then lay a grid on the cross beam 21. It is also possible to connect cross braces between the long beams on both sides of the road surface or directly connect them into parallel truss long beams, and then lay the grid and road surface on it. When the road is used as a flood-avoiding road, the road surface only needs to be paved with a grid 73 as a road surface. When the road is used as an earthquake-proof and fire-fighting road for high-rise buildings, a waterproof, fire-proof and insulating road surface should also be paved on the grid 73, such as a stone plastic board surface. If forest materials are used and then a rubber plate is laid as the road surface.

[0128] If plastic-coated tubes are used to cover lightweight materials and other strips in tall buildings, perforated or gridded pavements can also be used to allow ventilation and prevent strong winds from throwing the pavement up or impacting the fixed pavement. At the same time, multiple holes are provided at both ends of the crossbeam 7 for connecting the guardrail and the guardrail length. Screws can also be used to fix them to the end holes of the crossbeam. Then, guardrail posts with inner screws are put on the long screws. The tops of the guardrail posts are also connected with hooks or rings or channel steel to support the guardrail long beam. The guardrail long beam 6 is connected to the top holes of the connectors on the columns on both sides, and the guardrail long beam is connected to the columns and the connectors through a guardrail connecting angle steel 66. If the truss road uses a truss instead of a guardrail, that is, a truss composed of short columns and diagonal braces connecting the long beam of the road surface and the upper long beam, and replaces the guardrail, then when connecting the branch road 14, the upper long beam is disconnected, and a gate beam 74 is used, and the short column 67 is extended, and the gate beam 72 is connected to the top of the branch road, so that the load-bearing capacity and steelness of the truss long beam and the entire long beam are not damaged due to the branch road. When the road is used as a building earthquake protection or other risk-avoiding road, a retaining net 35 is used for full-enclosed or semi-enclosed, making the road safer and shielding lightning at the same time. The retaining net is connected to a long screw rod on the end hole of the road beam 21, and is fastened to the beam with screw caps up and down, and then a retaining rod 36 with an inner screw is connected to the screw rod. The retaining rod can also be

[0129] The bottom end of a long screw rod 36 extends to the upper road for similar connection, suspending the top of the retaining net against the end of the crossbeam 21. Double connecting rods 36 can be used to secure the retaining net between the two bars. Holes in the bars allow the screw rods to connect and secure the retaining net 35. Cross braces or planar trusses can also be connected between the beams on either side of the road surface, enhancing the road's torsional resistance and road strength. Laying grids on top of these beams is also more convenient and can be used directly as a road surface. For earthquake-resistant firefighting roads in buildings, a fireproof, waterproof, and insulated surface should also be laid over the grids. Plastic-coated guardrails are also used for guardrails, and branch roads are connected to firefighting facilities and waterway facilities. The retaining nets are secured to the columns. Screw rods or mild steel strips can be used at multiple locations to secure the nets against the columns, ensuring a better connection and lightning protection. Alternatively, specialized retaining rods can be used to connect portions of the bars to the ground and buried deep enough to meet shelter standards. After the road guardrail is connected, holes are set at both ends of the beam, and then it is fixed to the beam with a long screw rod, and two layers of inner and outer screw rods can be used. The retaining net is then hung on the beam, and the retaining rod is put on. The retaining rod can be connected to the screw rod at the bottom of the road beam. Two layers of retaining rods are used to clamp the retaining net in between, and holes can be set on the retaining rod. The retaining net is then hung on the beam, and a guide screw rod is passed between the two screw rods to fix and support the retaining net. The retaining net can also replace the guardrail.

[0130] See Figure 7 : Schematic diagram of the connection between the crossroads and the elevator

[0131] 1. Road intersection

[0132] The road network is formed by multiple intersections or turns of roads, and 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 column at the four corners, multiple column connection extension screws 47 are used to connect the fixed connector (taking the box connector 53 as an example). Multiple connecting screws 47 are passed through the middle row of holes of the box 52 to make the connector support stronger. The top of the connector at the intersection is connected to the guardrail angle steel 66, or it can be connected to the guardrail column 26 and raised to a certain height, and then connected to the guardrail angle steel 66, and then a long hole is used on the guardrail angle steel to connect the guardrail long beam 25. The short beam 4 is connected to the outer socket 48 of the connector of the column at the intersection, and the straight long beam 6 is connected to the inner socket of the connector of the column. A pad angle steel 74 is added between the two connector sockets, and then the supporting middle long beam 6 is connected. The long beam 6 or the short beam 4 is fixed with the folded edge hole 49. 74 is used to support the middle long beam connecting to another road. In this way, one road is connected and another road is supported. The long beam of the other road overlaps on the long beam of the first road. The overlapping and intersecting long beams can be provided with large round holes and small screws to fix each other. To ensure that two roads in different directions vibrate in different directions during an earthquake, there is room for them to minimize damage to components. To increase the stability of the road, the connectors on the columns can be extended downward a distance and connected to adjacent columns and connectors with cross braces 5. The midpoints of the cross braces 5 must be fixed. To further increase the torsional resistance of the road plane, that is, the robustness of the long road beams, cross braces can be connected on the inside or outside of the cross columns, or long flat braces 72 can be connected between the middle long road beams outside the columns. The flat braces overlap and secure the two long road beams together. This connection increases the stability of the road intersection. If the support frame is shorter, the flat braces 72 can be omitted. To minimize the possibility of out-of-phase vibration between the two roads during an earthquake, the corresponding components of the two long road beams can be connected using large round screws at the corresponding holes of the two long road beams, the padding holes, and the flat brace holes. This allows for a certain amount of vibration between the two components and minimizes damage to the components. 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.

[0133] 2. Inclined road cross connection

[0134] In irregular road network intersections between buildings, the two roads do not intersect perpendicularly; they may also intersect at an angle. When an oblique road intersects, the intersecting roads are similarly crossed. At the junction of the oblique long beam 6, the long beam that no longer extends is removed. A multi-section crossbeam 21 is fixed above the short beam and below the long beam, and fixed below the end of the long beam that no longer extends. The crossbeam bayonet engages the short beam or the long beam. The oblique long beam is then connected and fixed to the crossbeam 21 or the short beam 4, ensuring that the oblique long beam 6 and the intersecting road long beam are at the same height. The crossbeam 21 supports the oblique long beam 6. Meanwhile, holes are provided in the flat diagonal brace 72 to further secure and support the oblique long beam 6, ensuring that the oblique long beam extends in the desired oblique direction. A column is then connected to the other end of the oblique long beam to support the oblique long beam. The oblique long beam is then connected to the crossbeam, guardrail, road surface, etc., and connected to the intersection guardrail.

[0135] 3. Connection of pull rods and pull ropes at road intersections

[0136] The pull rod is connected to the hole at the bottom of the connector, which can be connected by a long hole or a round hole with a clamp screw 69. The pull rod can also be connected to multiple layers on the connector and multiple sections on the corresponding long beam. Two direction pull rods will be connected to each column at the intersection.

[0137] When connecting a cable to a connector, it can be threaded through a long beam, crossbeam 21, or intermediate long beam 7 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 great 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 through the columns, i.e., the connector. Similarly, at a road intersection, the same whole cable should be used to connect the long beams on both sides of the intersection. Furthermore, the whole 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 between the columns on both sides of the road. That is, the whole cable is threaded between two adjacent columns, i.e., the connector, and then extended to connect to the long beams on both sides of the intersection. At the same time, a support tube 71 is used to insert a 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, that is, the connectors, only one layer of pull rope, that is, a single pull rope, is suitable, whether it is a straight column or an intersecting column and connector. This is because a pull rope with a larger diameter when passing the entire pull rope through the column will cause greater damage to the column. In addition, the pull ropes in four directions are offset on the columns and connectors, extending to both sides through holes in different directions without affecting each other. There is no difference in the force applied to different parts of the intersection, and the force applied in all directions is equal. This is because the pull rope in one direction connects to one surface on the connector, and the pull rope in the other direction is offset to connect to another surface. That is, holes are also provided at the columns corresponding to the holes in the connectors of the pull ropes, so that the pull ropes can pass through the columns and connectors at the same time.

[0138] 4. Connect to the elevator

[0139] Because the roads intersect at N locations, a stable road network is formed. In high-altitude, multi-story roads connecting buildings, elevators 11 are connected at the intersections of multiple roads. Columns are added to the elevators, ensuring that each elevator has a column at each corner. Elevator doors are connected parallel to the road surface on each floor. Connectors are attached to the four columns, to which long beams 6 or short beams 4 are attached. The hem holes 49 secured to the long or short beams are also elongated holes perpendicular to the columns, minimizing strain and damage to elevator components when the columns vibrate. Cross braces 5 are connected at the bottom of every two columns and connectors, forming a stable elevator shaft. Brackets 75, car guide rails 76, and counterweight guide rails 77 are installed on corresponding surfaces. Because the spacing between elevator guide rails is limited to a certain distance, the bottom of the connector can be extended to provide a bayonet connection to the short beam, which is then provided with a guide rail bracket to connect the extended guide rails, ensuring that the guide rail connection meets technical standards. The long or short beam of the column on each floor of the road surface is connected to the sill 78, the elevator floor door column 79 is connected to the column, the top of the column is connected to the floor door sill and the elevator components, the car 80 is connected to the middle of the shaft, and the elevator components are connected according to the technical standards of elevators. The elevator can be connected at multiple locations on the road network, so that people can go up and down at multiple locations. One or more elevators can be connected at each location. Each elevator column is used separately and not shared. A spare step (slide) ladder is connected near the elevator.

[0140] See Figure 8 : Step slide connection diagram

[0141] The step slide 13 is connected to the high-altitude multi-layer double-long beam road and can be connected to the road column. However, if the column diameter is too large or the distance between road layers is too short, a smaller matching step column 12 can be added to the short beam extension section, and a hole is set on the short beam extension of each road layer, and the corresponding step column 12 extending upward is connected. The column extension screw 47 is used to guide the column between the two short beams, and the empty section gap on the screw is filled with a sleeve or a washer to fix the column. The rotating step sleeve 13 is put on the column 12, and holes are set in the steps near the road surface and the long beam 6 to connect and fix the long beam or the flat plate 63 or angle steel 60 connecting the long beam to the step. The guardrail long beam 25 of the rotating step is connected to the road guardrail long beam 25, that is, the holes on both sides of an angle steel guardrail column 26 are used to connect the long beams of the two guardrails. If a slide is connected, the steps can be set as narrow steps with holes, and the step sleeves 13 can be increased or a sleeve can be added between each sleeve to increase the step slope. A slide plate or steel sheet can be laid on it, and the slide plate or steel sheet can be cut into a spiral shape and laid on the steps. The folded edges 81 on both sides can also be fixed to the guardrail posts on both sides to form a chute 82. In public places such as schools, the steps should be increased to widen the chute. Guardrail support posts 83 can be added outside the chute guardrail. The posts can also be extended and have holes. A connecting sleeve 84 with sleeves at both ends is used between the original step posts. The connecting sleeve is inserted into the posts at both ends, that is, between the posts 1 or 12 and the posts 83, and the holes are fixed at the bottom of the steps to support the steps. The connecting sleeve 84 can also be supported by the sliding screw 47. A barrier net and a barrier rod can also be connected outside the step guardrail or the posts 83 to fully enclose the steps.

[0142] When high-altitude multi-story roads connect buildings for firefighting or earthquake prevention, slides should be installed near elevators, in open areas, at the junction of buildings and open areas, or in public places, such as around school playgrounds, so that pedestrians can slide down from the main road to the ground in time in the event of an earthquake, allowing for timely evacuation. This also provides a backup staircase. In some flood-prone areas, such as flood-prone areas, urban waterlogging areas, and multi-story roads for seaside sightseeing, spiral staircases can be installed on all or part of the columns. Even spiral staircases can be added to the bottom sections, such as below the second and third floors, so that people can escape to the multi-story road in the event of flooding, and avoid floods, water, and waves in an emergency. Nets should be installed on both sides of each floor and on the guardrails of the spiral staircase to prevent people from being swept away by floods and waves. The spiral staircase steps on the bottom floor are also enclosed by nets. To add a step ladder, two cross beams are extended in each section of the long beam. A column is added between the two beams. Similarly, the connecting pieces on the column are connected to the cross beam 7 on the long beam and the short beam 2, and the cross beam is fixed on the long beam with a hole. Similarly, a spiral ladder is connected to the column added on the extended section of the beam.

[0143] See Figure 9 : Slope road connection diagram

[0144] In addition to connecting to elevators or step slides, roads also need to be connected to slopes to solve the problem of moving some larger objects.

[0145] The ramp road is actually a road outside the column. The ramp road 85 needs to use one column of the original road as the main column. The short beams on the main column and two or more columns are extended, and a column is added to the extended section of the short beam. The added column is also fixed on the short beam with screws, and is also connected to the extended short beam supported by the connecting piece. A bent plate 86 with holes is connected to the short beam between the two columns. One end of the bent plate is bent and fixed on the short beam hole, and is fixed with multiple holes. The other end is connected to the long beam 6 of the ramp road on the extended piece with holes, and the long beam is fixed with multiple screws. Connecting angle steel 60 can also be added to the two columns to overlap with the bent plate holes to connect the long beams 6 on both sides of the ramp road to increase the firmness of the top of the ramp road. The other end of the long beam 6 of the ramp is 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 6. Then, a block 87 is connected to the short beam and the extended cross beam on the other side of the column to support the bottom end of the long beam of the ramp again. In addition, the ramp is divided into a left layer and a right layer on the main column, respectively, connected between the two columns of the next layer of road on both sides of the main column. Then, a short long beam 88 is connected to the additional columns. On the main road, multiple cross beams 21 are connected and extended to overlap and fixed to the short long beam 88. At the same time, a fixed block 51 is fixed to the short beam 4 or cross beam 21 of the connecting member to support the bottom end of the long beam of the ramp. If the distance between the two columns of the ramp is too long, a group of columns can be added in the middle and connected with the same bent steel sheet 49 to fix the long beam of the ramp again, or the long beam can be directly fixed to the short beam again to shorten the distance between the columns of the ramp. The bottom end of the long beam of the slope road is fixed to the short beam on one side of the column with a screw, and a block 51 is set again on the short beam 7 on the other side to support the bottom of the long beam of the slope road. Holes are set on the long beam of the slope road to fix the crossbeam 7. The two ends of the crossbeam are connected to the guardrail, and the upper and lower ends also extend the crossbeam 7 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.

[0146] Figure 10 Road narrowing diagram

[0147] The width of the road can be adjusted by connecting different holes in the short beams as needed to achieve different road widths. However, in some special cases, when the distance between the two corresponding columns must be erected is relatively large, the road can only be narrowed in the upper section. For example, in many existing street-style areas, the street is often located between two rows of houses. Therefore, columns can only be erected on both sides of the street. If the upper road is not narrowed, it will not only waste materials, but also block the light from the road. Moreover, the columns erected on the street will affect the fire escape. Therefore, a road can be narrowed on a column, such as a column above a second floor, by expanding the multiple holes 51 on the upper sections of the short beams on both sides of the connector, which connect to the diagonal bracing of the long beam direction, into large holes. Multiple connecting rods 89 with threaded ends are then inserted into the multiple large holes 51 on both sides of the connector. A substitute column 90 is respectively inserted into the other end of each screw. The screw caps 91 are provided on the screw branches. The screw caps 91 are used to tighten the connector and the screw rods on the substitute column 90, respectively. The connector is then connected to form two substitute columns 90 on both sides in the same manner. The long beam angle steel 52 is connected to the bottom end of the substitute column 90 and overlaps the short beam 4 to connect to the long beam. The top of the substitute column is connected to the guardrail angle steel 66 to connect to the guardrail long beam. Multiple screw branches can be connected in this way to achieve the purpose of stable and reliable road narrowing.

Claims

1. A multi-layered road for outdoor fire extinguishing, fire prevention, and earthquake resistance in buildings, used for residents to travel, relax, and escape from dangerous situations in the house in the event of an earthquake or fire. It is characterized by: It includes a road network formed by the intersection and / or turning of roads following the location and direction of buildings, a number of columns deeply buried and erected on the road network, and connecting parts corresponding to each floor on the columns, including connecting cross braces and short beams on the connecting parts and columns, including connecting single long beams or double long beams, or truss long beams between adjacent columns, and the long beams can be connected to straight long beams, or multiple sections of long beams connected and extended, and the upper surface of the upper beam is provided with a road surface and pull rods, retaining nets and road components to form a multi-layer road network supported by double columns, including fixed or shock-proof connections between roads and residents, including fire-fighting equipment and water supply equipment connected to the roads, and including grounding equipment connected to the roads.

2. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of a building according to claim 1, characterized in that: The barrier net is a good conductor metal net connected on both sides of the road, closely connected to the road components, and grounded through columns, and a grounding wire can be added.

3. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of a building according to claim 1, characterized in that: The road surface is composed of a crossbeam (21) connected to a long beam (6), including a grid (73) and a road surface connected to the crossbeam, a guardrail post (26) connected by holes at both ends, and a guardrail long beam (25), including a blocking rod (36) connected, and a blocking net (35) fixed on both sides of the road; Including the use of insulating fireproof materials on the road surface.

4. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of a building according to claim 1, characterized in that: The short beams are connected between two columns on both sides of the road, connecting multiple layers of cross braces (5) and short beams (4), and then two or more long beams (6) are used to connect each group of columns to form a multi-layer support frame with double columns from bottom to top extending along the road network in a quadrilateral plane; The connector is connected to the column (3), and is an angle steel or channel steel connector (53) or a tubular connector, or a two-in-one tubular connector (4), or a cross connector (54), or a flat connector (53); the connector has a plurality of holes connected to the screw rod (47) on the column, a hole for connecting the diagonal brace in the direction of the short beam (4), a hole for connecting the diagonal brace or a pull rope in the direction of the long beam, a bayonet (48) for supporting the short beam, or a hole on the extension section of the cross connector and a long hole (49) for fixing the short beam; Each component of the road can be directly connected to the column (3), including the short beam (4), the long beam (6), and the pull rod (8). The diagonal braces can be connected to the corresponding holes on the column (3) and fixed with screws; The extension of the column is to put a short column between two sections of the column and fix the column inside or outside with a screw rod (47). When the diameters of the two sections of the column are different, the larger one is put into the smaller one and the columns are fixed with the same screw rod (47) to achieve the purpose of extension. The road can also be narrowed by providing upper and lower large holes on the connecting pieces on both sides of the column (3) and inserting a connecting rod (89). The connecting rod has lines at both ends and is fixed to the connecting piece with a nut (91). The other end is fixed to a first generation column (90). A crossbar (66) or a cross brace can be connected between the two generations of columns. The bottom end is connected to the long beam angle steel (60) of the road surface and overlapped on the short beam. The connecting rod adjusts the distance or narrows the road through the short beam hole. The grounding device is an elevator or a step slide, and the elevator is connected by connecting the elevator door on each floor road, adding columns on the road so that each elevator has four columns to form a shaft, on which short beams and cross braces are connected, and then the elevator parts are connected. The road is connected to the step slide (13), and a rotating step ladder (13) or a slide (13) is sleeved on the original column (3) or on the column (12) added on the extension of the short beam. The additional column (12) is connected to the extension section of the short beam 7, and a sleeve or a washer is used to fill the gap on the connecting screw to achieve the column connection and tightening; Or a ramp road (85), a column (3) is added to the extension section of the short beam (4) of several columns (3) of the road, the road (85) is connected between the original column and the added column, and one end of the road is connected to the road (1) of the upper layer, and one end is connected to the road (1) of the lower layer, and the upper end of each layer of the ramp road (85) is connected to the middle group of columns (6) of odd number, and then the ramp road (85) of each layer is connected to the left layer and the right layer in turn.

5. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of buildings according to claim 1 is characterized by: The long beam (6) is connected to a long beam connecting angle steel (60) or a flat plate (63), or the long beam is directly overlapped on the short beam and fixed to the short beam with corresponding holes. The long beam connecting angle steel (60) has a horizontal long hole (61) on one side and a vertical long hole (62) on the other side, or a flat plate (63) with a horizontal long hole (61) and a vertical long hole (62) on the folded edge. The horizontal long hole (61) of the flat plate or angle steel is connected to the long beam (6), and each long beam (6) is connected with more than one long hole (61); The single long beam is a whole beam or two or more long beams connected between two columns; the long beam is a long beam with a hole of angle steel or channel steel overlapped at the bottom of the single long beam, and connected between the two columns with the hole.

6. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of a building according to claim 1, characterized in that: The pull rod is connected to the long beam, or the cross beam at the bottom of the long beam, or the middle long beam. The top end of the pull rod is connected to the column and the connector above the long beam, forming a tripod connection with the column and the long beam. The pull rod (8) can be connected to one or more layers from bottom to top on the connecting member, corresponding to one or more sections connected to the long beam. The road can be connected to a draw rope, which passes through multiple layers from bottom to top on the connecting piece and is respectively connected in sequence to each section of the long beam (6) on both sides of the column of the next layer or below, or the cross beam (29) or the diagonal bracing connecting angle steel (12). When the pull rod is too long, a pull rope can be used instead of the pull rod. A whole pull rope can be passed through the columns and connectors between one or more long beams, and the pull rope is connected to the corresponding long beams. The draw rope can be connected to the long beam by directly connecting it, that is, putting the draw rope on the bayonet hole (31) of the crossbeam (65) fixedly connected to the bottom of the long beam, and connecting it to both sides of the bayonet with a connecting piece; or connecting it by connecting rod (70), that is, setting a hole on the long beam, the crossbeam or the middle long beam, connecting a connecting rod (70), and the top of the connecting rod is connected to the draw rope (9). The pull rope and the long beam can be connected by a plurality of connecting rods (70), and a support tube (71) is inserted into the pull rope between the connecting rods. The two ends of the corresponding multiple sections of the whole pull rope are connected and anchored on the long beam, and a whole or multiple sections of the connected support pipe (71) are put on the anchoring section of the pull rope between the column and the connector and the long beam. The two ends of the pull rope (9) are provided with rope clamps or anchors (39), and the pull rope (9) is fully adopted on the road to reduce the diagonal bracing frame, and the diagonal bracing frame can be provided with a hole on the long beam.

7. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of a building according to claim 1, characterized in that: The shockproof connection between the road (1) and the branch road (14) is that one end of the branch road (4) is fixed on the main road (1) and the other end is overlapped on the resident or public place connection platform (22); or one end is fixed on the resident or public place connection platform and the other end is overlapped on the road (34) plane, or both ends of the branch road are overlapped on the road platform (34) or / and the resident and public place connection platform (22), and the resident platform (22) is larger than the width of the branch road (14), the end of the branch road (14) is a distance away from the resident wall, including connecting a short guardrail (27) on the platform (22), including mutually arranging crossbars (28) on the guardrail (25) of the branch road (14) and the short guardrail (27). They are staggered and not connected, and a door can be set at the branch road (14).

8. The multi-story road for outdoor fire extinguishing, fire prevention, and earthquake resistance of buildings according to claim 1, characterized in that: The water supply, water control device and fire-fighting device are characterized by fixing a vertical water pipe (17) on some columns by using a bent screw or a connecting piece or on an extension section of a short beam (4), and extending to the top road along the column (3), setting a branch water pipe (18) on the main water pipe of each road, and extending to each household or public place branch road (14) along each road, and then connecting to the water storage tank or water control device and fire-fighting belt of the fire-fighting facility (16). The water hose can be extended to each room of the household, to multiple entrances and exits in public places, and to the center of the place.

9. A multi-story urban road for outdoor fire extinguishing, fire prevention, earthquake resistance, and three-dimensional greening of buildings, comprising the outdoor fire and earthquake-resistant multi-story road of any one of claims 1 to 8, including water and soil storage devices added to the platforms (19) on both sides, including water supply, water control, and drainage devices (43). It also includes branch roads connected to form leisure platforms or not connected to branch roads, and is also applicable to greening and sightseeing in urban parks, squares, and open areas.

10. A method for connecting multi-layer roads for outdoor fire extinguishing, fire prevention, and earthquake resistance in buildings: A high-altitude multi-layer road connects buildings and fire-fighting equipment, and also includes the following connection steps:

1. Planning the road route, planning a road network that extends, intersects, or turns according to the location and direction of the building, including branch road positions and grounding device positions; 2. Deeply burying main road columns, branch road columns, electrode columns, spiral staircase columns, and slope road columns on the road network, and extending the connector columns connected to the columns; 3. Connecting the first-floor road corresponding to a certain floor, connecting cross braces and short beams between two groups of columns on the road surface, the elevator also synchronously connects the short beams and cross braces, and the spiral staircase synchronously extends the short beams to connect the added stair step columns. , including if connecting a slope road, also synchronously connecting the extended short beam and connecting the added columns; 4. Connecting angle steel (60) or flat plate (63) on the short beam and the column; 5. Connecting the long beam between the two columns and the angle steel (60) or flat column, including the synchronous connection line of the elevator step parts; 6. Connecting cross beams (21) above and below the long beam, the lower cross beam is fixedly connected to the corresponding long beam hole, and the upper cross beam is connected to the cross beam above the long beam using a bayonet; 7. Connecting a pull rod on the lower cross beam or the long beam, or on the middle long beam, and can be fixedly connected using a screw rod in the side hole, or using two front and rear clamps in the middle hole, the screw rod is inserted into the front hole of the pull rod, then inserted into the component connection hole, and then inserted into the rear clamp screw rod, and the pull rod is clamped on the component hole. The top of the pull rod is connected to the bottom end hole (51) of the connector above the long beam, and the hole at the bottom end of the connector connecting the pull rod can be set as an oblique long hole. The tie rods should be connected to avoid interfering with branch roads. The tie ropes can also be connected, also avoiding any interference with branch roads.

8. After the tie rods and ropes are connected, guardrails are attached to both sides of the crossbeam. The upper crossbeam can then be paved with fire-resistant, waterproof, and insulating materials, such as stone-plastic panels. For higher floors, perforated pavement or mesh, such as horizontal wooden strips, can be used to provide ventilation. Furthermore, if branch roads, elevators, or spiral staircases have slopes, these should all be connected simultaneously. After connecting the first floor, connect to the second floor, and so on, layer by layer. After all roads, including branch roads and elevators, connect the road netting. This connection process also requires a hoisting platform and crane to complete the connection of each floor of the high-rise's outdoor roads. If connecting to fire-extinguishing roads, water distribution pipes should be laid on each floor and connected to the main water pipe at certain columns. The main water pipe is connected to the water supply system for the specific area. Fire-fighting equipment is placed at the connection between each branch road and the main road. The fire-fighting equipment includes a fire hose, a spare water tank, and a connecting switch that can extend to every room of a household or public place. The equipment is usually stored in a box and fixedly rotated outside the branch road. Seismic-resistant road connections for multi-story buildings: Design a seismic-resistant connection for high-altitude, multi-story roads: These roads follow the building's location, extending, curving, or intersecting to form a network, with deep-buried pillars embedded in the ground. Design U-shaped sections near buildings and elevators, enclosed with nets on both sides, and connect branch roads with seismic-resistant connections. Connect to slides throughout the roads, widening branch roads in schools and public spaces, and installing more slides. The invention discloses a method for connecting a branch road in an anti-vibration type: one end of the branch road (14) is fixed on the main road or the entrance and exit of the building (15) or the tripod platform (22), and the other end is overlapped on the wide flat plate (34) connecting the main road or the tripod platform (22). The two sides of the platform (34) or the plane (22) are wider than the width of the branch road, and short guardrails (27) and crossbars (28) are connected thereon. The guardrails of the branch road are parallel to the short guardrails and have a certain distance therebetween. Crossbars (28) are mutually provided to fill the gaps in the guardrails, thereby forming an anti-vibration type connection. The two sides of the branch road and the barrier net can also be fully enclosed, and the wall of the household can also be enclosed by a barrier net.

Images