110results about "Public buildings" patented technology

Disclosed in the present invention is a spatial three-dimensional suspended corridor, comprising a suspended corridor that connects indoor floor passageways, wherein diagrid columns are provided on all edge portions of the indoor floor passageways; the suspended corridor comprises several fixed segments and several bridge deck segments from bottom to top; and the fixed segments or corner segments are all connected to the corresponding bridge deck segments by means of node connecting components. In the present invention, by means of some implementable tests and on the basis of having a preliminary understanding of the stress performance of a corridor structure, a corridor simulation model is also established, parameters of the model are continuously optimized for repeated debugging, preliminary stress performance calculations are then performed and compared with results of some previously conducted tests, and if results are quite similar to the test results, this proves that the model is relatively optimal, that is, an optimized model is obtained, and then this model is used to analyze other more complex performances of the corridor. The optimization objective of the present invention is to make the structure and stress of an aerial corridor safer, more reliable and more comfortable.

The present invention relates to the technical field of prefabricated elevated stations. Disclosed are a self-balancing modular fully-prefabricated elevated station transition structure construction method and a structure. The construction method comprises the following steps: constructing precast pipe piles and a precast pile cap; executing concrete backfilling; installing a pier column and connecting same to the pile cap; installing a Y-pier cap for executing a connection; installing a precast middle cap beam and precast side cap beams; installing precast steel tubular columns; installing top overhanging precast reinforced concrete cap beams and a precast reinforced concrete middle cross beam; hoisting and installing precast platform slabs and precast arched platform headwalls; installing precast straddle monorail track beams; and installing a precast steel structure canopy. By using the dual columns to achieve an overhead layer and an upper structure, the present invention reduces the absolute overhanging length, improves the performance of the structure under stress, and reduces the sectional dimensions of components, thus saving the floor area of the pier column to the utmost extent, enhancing the applicability of station structures in a wider range of various urban environments, and improving the universality of the structure.

The present invention relates to the technical field of transportation engineering and municipal engineering construction, specifically to an isolation structure and method for over-station construction. An isolation structure for over-station construction, comprising a transversely arranged horizontal steel beam and a longitudinally arranged main steel beam, characterized in that: an isolation membrane structure is provided on the transverse steel beam and the main steel beam, the lower end of the isolation membrane structure is connected to a dense-mesh safety green net, the lower end of the dense-mesh safety green net is connected to a vertical hard isolation structure, and the vertical hard isolation structure is located on the inner side of the platform. Compared with the existing technology, it can be constructed during the operation of the train, and after it is erected, it has high-demand isolation and safety protection, and is fully isolated from the track area, so that the construction in the station and the train operation do not affect each other, thereby improving work efficiency and construction safety.

The utility model relates to the technical field of railway building components, in particular to a tree-shaped beam column structure for a railway station canopy, which comprises a support rod, the upper part of the left end and the upper part of the right end of the support rod are fixedly connected with fixing frames, and the lower end of the support rod is fixedly connected with a fixing plate. A drainage channel is formed in the middle of the upper end of the supporting rod and the middle of the upper end of the fixing plate, and a plurality of fixing holes are formed in the upper end of the fixing plate. According to the tree-shaped beam column structure for the rain shed of the railway station, due to the fact that the two fixing frames are arranged, when the tree-shaped beam column structure is used for installing and using the rain shed, the three supporting plates in the fixing frames can absorb and weaken wind vibration generated by the rain shed, the damping effect can be achieved, and the situation that the rain shed is damaged in the strong wind weather is avoided. The rain shed is damaged due to the wind vibration effect, the drainage channel is formed in the upper end of the device, when the device is used, rainwater falling on the rain shed slides to the upper portion of the supporting rod and flows away through the drainage channel, and it is avoided that the rainwater is retained on the upper portion of the device to cause corrosion of the device.

The invention provides a vehicle self-adaption compatible open island type elevated BRT station system which comprises an open island type elevated station structure, the elevated station structure comprises a ground layer and a two-layer composite layer arranged above the ground layer, and the two-layer composite layer comprises an open pedestrian overpass and an island type platform. The open type pedestrian overpass and the island type platform are of an integrated station-hall-free structure. The elevated station structure further comprises a central vertical traffic core connected with the ground layer and the two-layer composite layer. Passenger doors are arranged on the left side and the right side of a vehicle body of the BRT vehicle, a vehicle control system and an in-vehicle fare collection system are arranged in the BRT vehicle, and the vehicle control system is configured to automatically or manually control the passenger door on the corresponding side to be opened or closed according to the type of a stop platform. Through cooperation of station structure innovation, operation mode opening and vehicle configuration intelligence, the problems that a traditional BRT system is large in occupied area, poor in compatibility and rigid in dispatching can be solved.

In winter, sandboxes are cold and the sand is cold, so children tend to prefer playing indoors rather than outside. This invention aims to provide a sandbox that effectively maintains a suitable sand temperature for children to play in, while reducing the amount of electricity required to power the heating equipment, in order to encourage children to actively play outside when heating is installed in the sandbox. [Solution] A sandbox is provided having a sandbox body, the sandbox body being filled with sand, and characterized in that the entire outer periphery, bottom, and top of the sandbox body are surrounded by an insulating material.

The present application relates to the field of prefabricated subway station structural engineering. Specifically disclosed is a buffer vibration isolation device for connecting station structure beams and columns, comprising: a base plate and a frame, wherein the base plate and the frame are respectively provided in two pieces, and the frame is provided at the top of the base plate; a cross bar, wherein a plurality of the cross bars are respectively installed at the top of the two base plates and located on the inner sides of the two frames, and a plurality of rectangular through slots are provided on the cross bars; a longitudinal bar, wherein a plurality of the longitudinal bars respectively pass through a plurality of the rectangular through slots; when the cross beam is subjected to a lateral force, the baffle moves in the shell, the fourth spring stabilizes the deformation and buffers by fitting with the cylinder, the first elastic member and the second elastic member cooperate through an inclined surface or a protrusion to evenly distribute the transmission force, cooperate in buffering, effectively reduce the impact vibration of the beam-column connection when subjected to bidirectional forces in the longitudinal and transverse directions, ensure the stability and reliability of the structure, extend the service life of the device and maintain the safe and stable operation of the structure.

The utility model relates to the technical field of amusement sand pools, in particular to a castle sand pool which comprises a bottom plate, side surrounding plates are fixed to the edge of the top end of the outer wall of the bottom plate, the four side surrounding plates are matched with the bottom plate to form a square frame, and fixing parts are arranged at the top end of the outer wall of the bottom plate and located at the four corners of the inner walls of the side surrounding plates. According to the detachable sand pool, the bottom plate and the side surrounding plates are spliced and assembled to form the detachable sand pool, so that children do not need to play in a fixed place when playing, the limitation of regions is avoided, the children can normally play indoors, and the detachable sand pool is more convenient for people to use.

A steel structure building with an internal through-archway and its construction method includes the following steps: Step 1, pouring concrete for the archway, with openings spaced apart on the side walls of the archway. Step 2, constructing the main steel frame; after completing the main steel frame of each floor, construct the floor slabs and balconies. Step 3, constructing corridors on the floor slabs located on both sides of the archway within the passageway, with connecting corridors spaced apart longitudinally between the two corridors on each floor. Step 4, hoisting the steel roof truss. Step 5, constructing the glass curtain wall around the main steel frame. Step 6, constructing the terracotta roof structure, eaves structure, and glass louvered skylight structure. Step 7, constructing the terracotta sunshade structure on one side of the main steel frame and the terracotta louvered curtain wall on the other side of the main steel frame, thus completing the construction. This invention solves the technical problem that traditional office and commercial buildings can only meet their own needs, cannot effectively integrate with the surrounding environment, and cannot showcase the local cultural characteristics of the region.

The invention discloses a large-span arched girder and main and auxiliary arch cooperated double-layer landscape steel bridge which comprises a steel bridge body, the steel bridge body comprises multiple spans of steel box girders arranged side by side, the two ends of each span of steel box girder are installed on the two banks of a river channel, a motor vehicle lane is arranged in the middle of the steel bridge body, and non-motor vehicle lanes are arranged on the two opposite sides of the steel bridge body; the main arch comprises a plurality of core bearing arched girders, the core bearing arched girders are installed on the upper portion of the steel box girder, the inner arc faces of the core bearing arched girders face the steel box girder, and a plurality of supporting structures are connected between the inner arc faces and the steel box girder; the auxiliary arch comprises two anti-pushing arch beams and a landscape platform, the two anti-pushing arch beams are arranged on the two opposite sides of the main arch respectively, the two ends of the auxiliary arch are installed on the two banks of the river channel, the landscape platform is connected to the arch tops of the two anti-pushing arch beams, the landscape platform is connected to the arch tops of the core bearing arch beams, and sightseeing footpaths are arranged on the anti-pushing arch beams. The large-span landscape bridge solves the problem that landscape, functions and stress are difficult to balance when an existing bridge structure is adopted by a large-span landscape bridge.

The application discloses a visual model structure of a large roof and a construction method thereof, wherein the bottom end of a concrete giant column and a steel column assembly is fixed on a construction site; two planar trusses at least include a first planar truss and a second planar truss; the bottom of a roof system component is supported by the concrete giant column, the steel column assembly and the two planar trusses; two ends of a beam string structure are respectively fixed on the first planar truss and the second planar truss, and two ends of a cable assembly in the beam string structure are respectively connected to the first planar truss and the second planar truss; a secondary beam component is supported by the roof system component and a plurality of beam string structures. According to the application, the installation of the visual model structure of the large roof can be implemented by using a small amount of temporary measures on site, so that the construction cost of the building is reduced, the construction efficiency is improved, and the construction of the entire large roof building structure can be effectively guided.

The invention provides an observatory site positioning construction platform which comprises a plurality of fixing mechanisms, the fixing mechanisms are fixedly installed on the surface of a dome foundation, and a plurality of supporting rollers used for supporting a chassis are installed on the surface of the dome foundation; a positioning mechanism used for adjusting the positions of the chassis and the spherical framework is installed on the surface of the fixing mechanism, and a driving mechanism used for controlling the sliding rod to stretch out and draw back is installed on the side wall of the fixing mechanism. A one-way valve for controlling the movement direction of hydraulic oil is installed in the driving mechanism, and an adjusting mechanism for adjusting the movement resistance of the sliding rod is installed in the driving mechanism. The observatory site positioning construction platform has the advantages that the positions of the chassis and the spherical framework are convenient to adjust, and the hoisting efficiency is improved.

The utility model belongs to the technical field of building houses, and particularly relates to a landscape ship house which comprises a supporting base, a cylindrical cavity is formed in the supporting base, an elevator shaft is arranged in the cylindrical cavity, an equipment cavity is formed in the top end of the interior of the elevator shaft, and a lifting device is arranged in the equipment cavity. The output end of the lifting device is connected with the upper end of the lifting elevator, and the lifting elevator is arranged in the elevator shaft in a lifting mode. According to the cabin and the decorative tree, the atmosphere of forests and oceans can be felt at the same time, the quality of the dining environment is improved, the unique experience close to the nature is provided for customers, and the cabin and the decorative tree are helpful to relax the body and mind and enjoy quiet.

The present invention discloses an elevated station structure combined with bridge and construction, wherein a common pier is provided at the interface between the station end and the interval bridge, and common piers are provided at both ends of the station, and a sliding support structure is provided on the top of the common pier for connecting the station prestressed cap beam and the interval bridge; the sliding support of the sliding support structure is used to release the longitudinal constraint along the station and limit the lateral displacement constraint along the station; a track platform and a building platform are provided on the prestressed cap beam, a first reinforced concrete beam is provided on the track platform, and the first reinforced concrete beam is used to install the track, and a second reinforced concrete beam is provided on the building platform, and the second reinforced concrete beam is used to support the platform building. The present invention also discloses a construction method that is compatible with the station structure. The present invention discloses an elevated station structure system combined with "bridge and construction", wherein the station structure system does not have a temperature expansion joint, and solves the temperature stress caused by concrete shrinkage and creep during the construction phase due to the excessive length of the station.

The utility model belongs to the technical field of viewing decks, and particularly relates to a large-cantilever viewing deck which is formed by continuously welding a plurality of steel box girders. The steel box girder comprises a bottom plate, a side plate is welded to the upper end of the bottom plate, a top plate is welded to the upper end of the side plate, a rear plate is fixedly welded to the rear ends of the top plate and the side plate, and a partition plate is welded to the bottom plate. Through the internal structural design of the steel box girders, the large-cantilever viewing platform has high strength and rigidity, the structural strength and safety of the large-cantilever viewing platform are ensured, and due to the fact that the steel box girders can be transported section by section, the transportation difficulty is reduced.

The invention relates to the technical field of rail transit, in particular to a construction method of a permanent large-span platform layer structure, a steel truss system is assembled under the prefabrication working condition, the steel truss system is formed by splicing a plurality of Bailey steel sheets, and the transversely adjacent Bailey steel sheets are fixedly connected through a transverse splicing structure to form a whole; a profiled steel sheet bottom die is welded on a steel truss system through a shear connector, a steel bar truss is welded on the profiled steel sheet bottom die, then concrete is poured to form a steel bar truss floor support plate, and the steel bar truss floor support plate and the steel truss system are fixedly connected to form a platform layer structure prefabricated assembly section of an integral structure. The method has the advantages that the assembly degree is high, the quality is guaranteed, the construction speed is high, the problem of a large-span structure without columns in the middle can be solved, cast-in-place large-size components and a field complex tensioning process are not needed, and meanwhile the vibration influence of a train is reduced to a great extent; and the special-shaped steel member is directly connected with the composite floor, so that the integrality is better.

The present invention relates to a method of monitoring the status of a storage system, comprising the steps of: a. providing a sensing device and a data entry device within at least one storage container; b. providing a communication device within said at least one storage container to transmit communication data to a central data entry facility; c. locating one or more containers within said storage system to be monitored; and d. monitoring the received data.

To provide an evacuation facility with a heliport for flood countermeasures, which is adapted in a case of flood, can be used effectively in normal times, and has a heliport with excellent economy and practicality.SOLUTION: An evacuation facility with a heliport for flood countermeasures has: an intermediate floor which is above the ground floor and whose floor surface is above an assumed flood immersion height; a sealable space which is provided on the intermediate floor, can be used in public at normal times, and can be evacuated at the time of flooding; an aluminum deck heliport which is provided above the intermediate floor, can be used as a rendezvous point for a doctor's helicopter in a normal state, and can transport a person or an object by a helicopter in a flood; and a step eliminating machine for lifting a stretcher between the ground floor or the intermediate floor and the heliport.SELECTED DRAWING: Figure 1

The utility model discloses a lecture hall display screen and curtain integrated construction structure which comprises a floor slab, the lower side of the floor slab is fixedly connected with an angle steel main framework through expansion bolts, a groove frame is arranged in the middle of the front side of the angle steel main framework, and the outer side of the angle steel main framework is wrapped with an aluminum honeycomb plate. A groove type flame-retardant plate is fixedly mounted in the groove frame, an LED display screen is fixedly mounted in the groove type flame-retardant plate, a fireproof alarm mechanism is arranged on the groove type flame-retardant plate, and the fireproof alarm mechanism can be used for preventing the LED display screen from generating a fire disaster; according to the utility model, fire disasters spread around, smoke generated by the fire disasters can be sensed through the smoke sensor and an alarm can be given out through the first alarm, and meanwhile, high temperature generated by the fire disasters can be sensed through the temperature sensor and an alarm can be given out through the second alarm, so that workers can be reminded in time to cut off power and extinguish fire; and further fire diffusion is avoided in time.

The double-platform high-speed rail station structure comprises the main track, the arrival and departure track, the auxiliary track, the turnout, the train, the waiting carriages and other structures, by arranging the auxiliary track and the multiple waiting carriages, when the train enters a station, the train and the waiting carriage doors are opened, and arrival passengers get off through the train doors and the waiting carriages; getting-off passengers go out of the station through a station exit and a station exit channel, then passengers waiting for carriages get on the train through train doors, and the train enters the main track to run through the arrival-departure line uplink track and the turnout after getting on and off; the waiting compartment provides a temporary waiting space for passengers, one to three trains can simultaneously enter and exit the station on one platform, the number of high-speed rail station platforms is reduced, the station occupied area is reduced, a plurality of turnouts are arranged between the main track and the arrival-departure track, the departure time requirements of different trains can be met, and meanwhile the station operation efficiency is improved.

The utility model discloses a novel cantilever platform structure based on the lever principle. The novel cantilever platform structure comprises a groove type empty box structure and a rod straining beam plate structure. The groove type empty box structure serves as a basic supporting structure of the whole cantilever platform system, the top of the groove type empty box structure is fixedly connected with the rod system beam plate structure, the rod system beam plate structure extends by a certain length on the two sides of the groove type empty box structure, and the lower portion of the inner side end of the rod system beam plate structure is fixedly connected with a ballasting block to form a ballasting structure and a cantilever structure. The outer edge of a lower foundation of the groove type empty box structure serves as a fulcrum of the whole cantilever platform structure, the dead weight and upper loads of the cantilever platform form power torque, the saddle weight and upper loads of the saddle weight form resistance torque, and the outer side of the rod system beam plate structure extends out of the corbel structure to serve as a supporting arm of the cantilever platform structure. According to the utility model, the splicing width of the platform can be flexibly controlled, and a convenient traffic system in which people and vehicles are separated is formed.

The invention provides a pavilion capable of being spliced and assembled, and belongs to the technical field of pavilions. The ceiling comprises a ceiling frame, a frame structure is composed of a main cross beam and an auxiliary cross beam, and the main cross beam and the auxiliary cross beam are formed by splicing at least two detachable beam sections through built-in double-end anchor type connecting pieces; the shutter assembly is connected with the ceiling frame, and when the shutter is segmented, the shutter assembly is formed by splicing at least two shutter sections through built-in connecting pieces; the tops of the supporting stand columns are connected with the ceiling frame to form an overall supporting structure of the pavilion. The main components such as the main cross beams, the auxiliary cross beams, the shutters and the stand columns are quickly and reliably spliced into the complete pavilion with enough structural strength and stability on site through the built-in connecting pieces, the appearance is neat after splicing, no exposed fastener exists, and component miniaturization, transportation convenience, installation safety and appearance integration are achieved.

The utility model discloses a multimedia exhibition hall structure which comprises a wall body and an adjusting mechanism. Decorative wallboards are arranged on the inner side face of the wall body, embedded displayers are arranged in mounting holes in the surfaces of the decorative wallboards, touch display screens are mounted at the lower ends of the decorative wallboards, the input ends of the embedded displayers are electrically connected to the output end of an external controller, and the touch display screens are in wireless bidirectional electric connection with the external controller. The adjusting mechanism comprises a shell, a display shell and a lifting column, the shell is arranged at the lower end of the decorative wallboard, according to the multimedia exhibition hall structure, the up-down height and the horizontal angle of the touch display screen inclining by 45 degrees can be conveniently adjusted, the touch display screen fixed through magnetic attraction can be directly taken down and held by hand, and the multimedia exhibition hall structure is convenient to use. The display component of the multimedia exhibition hall can provide a good display effect in different environments, so that the display component has a wider display range, and the display effect of the multimedia exhibition hall is improved.

A community building is a multifunctional multi-enclosure building and is composed of a comprehensive community and a teaching community, the comprehensive community comprises a comprehensive building, an elevator building, a comprehensive courtyard, a leisure courtyard and a parking lot, the comprehensive building is a multi-enclosure building, a shopping building, a commercial building and a commercial building are arranged at corners which cannot be irradiated by sunlight, the elevator building is arranged outside the comprehensive building, and the comprehensive courtyard is arranged in the parking lot. The elevator building comprises a stair elevator hall and an air passage, the comprehensive courtyard is an outer courtyard of the comprehensive building, the leisure courtyard is an inner courtyard of the comprehensive building, the parking lot is arranged outside the comprehensive building, an intelligent parking building is arranged in the parking lot, the teaching community comprises a teaching building, a playground, a logistics area and a teaching park, and all floors of the teaching building are connected with the comprehensive building through the air passage. A lake botanical garden is arranged outside the community building, and the community building has the advantages that economic development can be promoted, a three-dimensional garden can be formed, dust does not exist in rooms, stairs, elevators and elevator halls are safe areas, teaching buildings are quiet areas and the like, and is the first community building of urban planning.

The invention discloses a container modularization-based personnel entrance device, and relates to the field of integrated equipment, the container modularization-based personnel entrance device comprises an exhibition room, real-name registration equipment is arranged on one side in the exhibition room, and a height and weight measuring machine is arranged on the other side of the real-name registration equipment; an intelligent experience instrument is arranged on the other side of the height and weight measuring machine, a labor protection article experience platform is arranged on the other side of the intelligent experience instrument, and the personnel entrance device based on container modularization can flexibly adjust the temperature of an exhibition room through the airflow mechanism. Cold air and hot air are led in through the external air inlet pipe above, when the flow is small, the air enters the air bag cavity plate through the air distribution pipe, so that the air bag cavity plate can serve as a floor heating or cooling floor to provide a suitable temperature environment for personnel, impact can be buffered when the personnel fall to the ground, and when the flow is large, part of the air is led out from the air guide ring frame to a multimedia training area where the personnel gather. And the comfortable experience temperature of the personnel during training is ensured.

The invention relates to the technical field of building structures, and particularly discloses a photovoltaic passive ventilation system which comprises a shell, an air inlet component, an exhaust component, a photovoltaic air heat collector, a storage battery, a control device and a heat insulation wall. The shell is provided with a light-transmitting face, and an assembly cavity is formed between the shell and the heat insulation wall. The photovoltaic air heat collector is fixedly arranged in the assembly cavity, the photovoltaic air heat collector is provided with a photovoltaic panel and a radiator, the photovoltaic panel faces the light-transmitting surface, and an air heating channel is formed between the radiator and the heat insulation wall; the air inlet part is communicated with the air heating channel, and the exhaust part is located above the front of the photovoltaic panel; heat energy on the radiator is used for heating air in the air heating channel so as to generate a hot-pressing effect to drive the air to enter the air heating channel from the air inlet component and to be exhausted through the exhaust component; the photovoltaic passive ventilation system directly improves the indoor thermal environment by exhausting indoor hot air, and has the characteristics of low energy consumption, low maintenance cost and the like.

The application provides a high-speed railway station building overhead layer and comprehensive pipe gallery synchronous construction method, which comprises the following steps: S1, a formwork support system is erected in a non-main beam area below the overhead layer and the comprehensive pipe gallery, and the comprehensive pipe gallery floor concrete in the non-main beam area is poured; S2, a formwork support system is erected in the main beam of the overhead layer, the secondary beam of the non-comprehensive pipe gallery area and the plate area, and the main beam, the secondary beam of the non-comprehensive pipe gallery area and the plate concrete are poured; S3, the comprehensive pipe gallery post-pouring belt floor concrete under the main beam is poured; and S4, a formwork support system is erected in the comprehensive pipe gallery column, the shear wall, the overhead layer secondary beam and the plate area, and the comprehensive pipe gallery column, the shear wall, the overhead layer secondary beam and the plate concrete in the comprehensive pipe gallery area are poured. The construction method of the application carries out the normal construction of the overhead layer and the comprehensive pipe gallery concrete, synchronously carries out the overhead layer and the comprehensive pipe gallery concrete structure construction, ensures the installation and meets the construction period requirement.

The invention provides a three-dimensional structure of an urban passenger transport hub. The three-dimensional structure comprises a station yard rail-mounted area on a ground layer, an over-line type station building located above the station yard rail-mounted area, an elevated waiting hall located in the over-line type station building, a station entering and distributing hall and a subway station entering and exiting hall. The subway in-and-out station hall is communicated with the in-station collecting and distributing hall; the pull-in collecting and distributing halls are located at the two ends of the elevated waiting hall; the first pull-in collecting and distributing hall, the second pull-in collecting and distributing hall, the third pull-in collecting and distributing hall and the fourth pull-in collecting and distributing hall are respectively communicated with the three-dimensional traffic cores in different directions; the subway in-and-out station hall is connected with the underground rail transit; the three-dimensional traffic core is provided with a channel connected with the ground layer and an elevated corridor platform communicated with the in-station collecting and distributing hall. The elevated plaza is located outside the on-line station building and located on the same platform with the elevated waiting hall; the system further comprises an elevated municipal road communicated with the elevated square. According to the invention, the problems of complex path, long walking distance and people stream accumulation of a large passenger transport hub are solved.

The multi-layer three-dimensional station structure comprises a station body and two vacuum transportation pipelines penetrating through the station body in a crossed mode, and a passenger collecting and distributing area, a matched commercial area, an equipment control area and an air traffic platform are arranged at the top of the station body. The two vacuum transportation pipelines are arranged on the two opposite sides of the top of the station structure body respectively, each vacuum transportation pipeline comprises an overground transportation pipeline and an underground transportation pipeline which are connected in a penetrating mode, and an opening in the upper end of each overground transportation pipeline is located in the passenger collecting and distributing area and is obliquely arranged along the station body at the inclination angle of 15-30 degrees; after being connected with an underground transportation pipeline close to the surface layer, the underground transportation pipeline extends in the horizontal direction so as to form two-way running paths for a train to enter and exit from a station, and the two-way running paths are respectively used for entering and exiting of the train; the problems that an existing station lacks organic fusion with a vacuum transportation pipeline, the gravitational potential energy of a train cannot be effectively utilized, and the requirements for efficient energy utilization and green energy saving of a multi-layer three-dimensional transportation system are difficult to meet are solved.

The invention belongs to the technical field of wooden building sunshade windows, particularly relates to an adjustable outer window wooden sunshade structure and a wooden house, and provides the following scheme aiming at the problem that a sunshade mechanism in the prior art cannot realize large-area coverage of an amusement area in the morning and evening: the adjustable outer window wooden sunshade structure comprises a wooden house body which is integrally of a cylindrical structure; an umbrella-shaped framework of an umbrella-shaped structure is arranged at the top end of the wooden house body, an annular sliding rail with an outward opening is fixed to the circumferential edge of the umbrella-shaped framework, and an arc-shaped sliding strip is connected into a sliding groove of the annular sliding rail in a sliding mode. When sunlight is strong, the rolled batten mat can be extended and flatly laid on the two channel steel strips, then the flatly laid batten mat and the two supporting rod mechanisms are integrally rotated to the side facing the sunlight according to the irradiation direction of the sun, and therefore the effective sunshade area can be increased; and the wood strip mat can be driven to rotate along with the change of sunlight, so that playing facilities on the periphery of the wooden house body can be always shaded.