76results about "Public buildings" patented technology

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 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 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 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.

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 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 application discloses a sunlight naked sunbathing beach, and relates to the technical field of outdoor leisure and health facilities, in particular to a sunlight naked sunbathing beach, which comprises the following steps: establishing at least two continuous opaque visual isolation barriers to ensure privacy at the periphery of a place with sufficient sunshine and quiet environment; dividing the inside into a full-sunlight area, a partially-shaded area and a full-shaded rest area according to sunlight differences, and providing functional signs; providing adjustable deck chairs, independent fully-closed bathroom compartments and personal article storage boxes; establishing a visual guidance and behavior standard sign system based on graphic symbols in the place; implementing a reservation registration access system; requiring users to abide by the behavior criteria and prohibiting minors from entering; and strengthening cleaning processes, setting foot cleaning pools, providing health care guidelines, and taking climate adaptability construction measures. The beach takes into account the privacy, health, comfort and management standard of users.

The invention discloses a sightseeing wind turbine generator which comprises a tower, a cabin and a safety linkage control system, and the tower comprises a truss section, a steel cylinder section, a tower sightseeing elevator, at least one tower sightseeing platform and an emergency channel; the cabin comprises a cabin cover, sightseeing channels and a cabin top sightseeing platform, the cabin cover is made of transparent materials, the sightseeing channels are arranged in the cabin cover and located on the left side and the right side of the unit operation space, and the cabin top sightseeing platform is arranged on the top of the cabin cover. The safety linkage control system comprises a control module, a sensing module, an execution module and an interaction module, wherein the sensing module, the execution module and the interaction module are respectively in communication connection with the control module. According to the scheme, through accurate sensing, customized control logic and cooperative execution, the integrated design of unit power generation operation, sightseeing experience and safety protection in the sightseeing period is achieved.

The application discloses a highway zero-carbon service area system based on hydrogen energy comprehensive utilization, which comprises a distributed photovoltaic power generation module, a hydrogen production by electrolysis module and a hydrogen storage module.The distributed photovoltaic power generation module is used for photovoltaic power generation to provide power for daily electricity consumption of the service area and the hydrogen production by electrolysis module; the hydrogen production by electrolysis module is used for hydrogen production by electrolysis of water according to the power provided by the distributed photovoltaic power generation module; the hydrogen storage module is used for storing the hydrogen produced by the hydrogen production by electrolysis module and supplying the hydrogen to a hydrogen fuel cell module and a hydrogen refueling station; and the hydrogen fuel cell module is used for converting the hydrogen into electric energy to realize night electricity consumption and refrigeration and heating of the service area.The application can solve the problems of high energy consumption and large carbon emission of the existing highway service area, and can make the highway service area clean and green and reduce carbon emission.

The invention discloses a high-temperature-resistant starry sky roof roadway and a house for operational activities, which are built in desert and used for travel and leisure. The temporary assembled building can effectively avoid high temperature in the desert, and can be quickly built or dismantled according to the weak and peak seasons of desert tourism. Wall bodies and ground parts of the roadways and the operating houses are 1.5 m below the surface of the desert, and the starry sky dome is located above the surface of the desert. Natural lighting can be carried out in the roadway through the starry sky dome, and a miracle atmosphere for interstellar crossing in the desert is created. Meanwhile, consumption requirements of tourists are met by matching with operational activity buildings, and independent spaces are arranged on the two sides of the roadway for sightseeing and resting of the tourists. Components of the building mainly comprise a prefabricated U-shaped roadway frame module, an L-shaped (fan-shaped) operating space frame module, a light aluminum alloy assembled arched starry sky dome module, a polyurethane insulation board module and an acrylic (hollow water injection and color) cylindrical refraction light-transmitting module.

The invention discloses a multi-stage collaborative ecological bank protection structure suitable for a water level change area and a construction method of the multi-stage collaborative ecological bank protection structure. The multi-stage collaborative ecological bank protection structure sequentially comprises a gradient riprap protection area, a composite collaborative water level change area, a stepped ecological purification area and a slope base protection zone from a water area to a land area, the slope base protection belt is arranged along the slope surface on one side of the stepped ecological purification area, the slope base protection belt comprises a geogrid and biomineralization improved soil, the geogrid is embedded into the soil body of the slope surface, and a urease generating microbial inoculum is mixed in the biomineralization improved soil. According to the invention, a stable, purified and ecological integrated system is formed through slope surface foundation stabilization, onshore sewage interception and intermediate purification, so that the problem of single function of the traditional bank protection is solved, and the onshore and in-water dual pollution control is communicated with the land and water ecological corridor.

The invention discloses a subway station assembly type platform plate structure and a construction method. The subway station assembly type platform plate structure comprises prefabricated plates, profile steel longitudinal beams, profile steel cross beams, prefabricated stand columns, prefabricated partition walls and connecting bolts. The prefabricated plates comprise the adjacent-rail-side prefabricated plates, the non-column position prefabricated plates and the column position prefabricated plates, the profile steel longitudinal beams and the profile steel are transversely arranged between the prefabricated plates and the prefabricated stand columns and are fixed through connecting bolts, the bottoms of the prefabricated stand columns are fixedly connected with the bottom plate through connecting bolts, and the prefabricated partition walls are arranged between the adjacent-rail-side prefabricated stand columns. The ends of the prefabricated partition walls are provided with concave-convex mortises, and the adjacent prefabricated partition walls are embedded into a whole through the concave-convex mortises. The section steel beam frame system and the lightweight component design are adopted, the structural stability is good, the bearing capacity is high, rapid assembly and green construction can be achieved through full-bolt dry type connection, and the components are convenient to transport, hoist and maintain in the later period.

The utility model discloses a quick mounting structure of a group photo plate, which relates to the technical field of radiator processing, and comprises a group photo frame and the group photo plate, a slide rail is arranged on the group photo frame, and a positioning column which is embedded in the slide rail in a sliding manner is matched with a positioning hole on the group photo plate, so that the primary butt joint of the group photo plate is realized; the vertical fastener comprises an inserting column fixedly arranged on the group photo frame and a vertical limiting hole in the group photo plate, so that the group photo plate is limited in a sliding mode, the locking mechanism is arranged in the sliding rail and comprises a base, a spring and a wedge-shaped block, the wedge-shaped block pops up under the action of the spring, the group photo plate is clamped between the group photo frame and the wedge-shaped block, and limiting in the horizontal direction is achieved. The locking mechanism is further provided with a sliding block and a through groove which are arranged through an elastic piece, the wedge-shaped block can be conveniently fixed in the disassembling process, anti-sliding lines are arranged on the surface of the group photo plate, and the whole group photo plate is made of aluminum alloy materials, bolts or buckles are not needed, the group photo plate can be rapidly installed and disassembled through sliding, the installation process is convenient and efficient, and the good using effect is achieved. And popularization and use are facilitated.

The utility model discloses a naughty fort periphery stabilizing mechanism, and the technical scheme well solves the technical problems that an inflatable fort is light and the fixing effect is poor by using ground nails, the naughty fort periphery stabilizing mechanism comprises four water bags and a naughty fort body, the water bags are arranged in an L shape, the naughty fort body is arranged among the four water bags, and the water bags are connected with the naughty fort body. The water bags are fixedly connected with the naughty fort body, weight increasing mechanisms are arranged on the water bags, connecting belts are fixedly connected to the outer walls of the four water bags correspondingly, annular plates are fixedly connected to the sides, away from the water bags, of the connecting belts, vertical pipes are fixedly connected to the bottoms of the annular plates, the bottoms of the vertical pipes are conical, and reinforcing mechanisms are arranged in the vertical pipes. Through mutual cooperation of a water bag, a vertical pipe, an annular plate, a supporting plate, a convex block, a round rod and the like, the weight of the inflatable fort can be increased after the water bag is filled with water, and after the vertical pipe is driven into soil, the round rod is pressed, so that the multiple supporting rods are expanded, and the firmness of the vertical pipe in the soil is reinforced.

The invention relates to the technical field of rail transit, in particular to an integrated construction method for a canopy and a platform layer of an elevated station, which is characterized in that steel canopy column foot embedded parts and station hall layer steel column column foot embedded parts are embedded at the top ends of station hall layer concrete frame columns, and comprises the following steps of: firstly, hoisting and mounting steel canopy steel columns and platform layer steel columns; secondly, main beams, secondary beams, prefabricated walls and prefabricated slabs of the platform layer are installed, and thirdly, the platform layer serves as a construction platform, and canopy steel frame beams, tie bars and purlines are installed in a hoisting mode. The method has the advantages that the assembly degree is high, prefabricated parts are machined in factories, the quality is guaranteed, the construction speed is high, and the construction period is shortened to a great extent; according to the prestressed concrete hollow floor slab, the arrangement number of secondary beams is reduced, and the material cost is reduced; the integrated design of the steel structure canopy and the platform layer steel structure is more reasonable in stress, meanwhile, the size of the section of the steel structure canopy column can be reduced, and the material cost is reduced.

The utility model discloses a kind of floating platform structures for pond, comprising: pile pole, install in pond bottom and extend out water surface upwards;Multiple pile poles are arranged to form frame structure;Limiting rod, movably and liftly be sleeved in pile pole;Float box assembly, with limiting rod connection, and be set in frame structure, float box assembly can slide horizontally relative to limiting rod;Float box assembly includes movable platform, movable platform center is equipped with net cage, movable platform periphery is equipped with fence, and sunshade is installed above movable platform;Coastal base platform, by handrail stair and float box assembly connection.The pond floating platform structure of the application is high in safety, good in comfort, and convenient for leisure and entertainment.

A rockery system includes a support structure including a plurality of modular building blocks (58, 59). The plurality of modular building blocks includes at least one end modular building block (59) forming an exterior face of the support structure, and the at least one end modular building block (59) includes a first coupler (66) in a first coupler activated configuration. The support structure further includes at least one further modular building block (58) coupled to the at least one end modular building block (59), and the at least one further modular building block (58) includes a second coupler (69) in a second coupler inactive configuration. The rockery system further includes at least one outer form (63) including a mesh support and disposed at least partially around the support structure and coupled to the first coupler (66) of the at least one end modular building block via a complementary coupler (64).