Construction integration platform

By designing a construction integration platform for nuclear power plant reactor plants, the supporting power system and hanger can be used to achieve synchronous construction of the inner shell and the outer shell, the problem of low construction efficiency of nuclear power plant plants is solved and construction efficiency is improved.

CN119122245APending Publication Date: 2024-12-13CHINA CONSTR THIRD ENG BUREAU GRP CO LTD

Patent Information

Application Number
CN202411535560.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-10-31
Publication Date
2024-12-13

AI Technical Summary

Technical Problem

The construction of the inner shell and outer shell of the nuclear power plant reactor factory is constrained by the cantilever operation rack, resulting in low construction efficiency.

Method used

A construction integrated platform was designed, including a support power system, a platform system, an inner hanger and an outer hanger. The support power system is installed on the construction shell. The platform system is driven to lift through vertical frames and load-bearing platforms, and the inner hanger and an outer hanger are installed. The frame interval is set to achieve synchronous construction of elevations such as inner shell and outer shell.

Benefits of technology

Through the synchronous operation of the inner hanger and the outer hanger, the synchronous construction of the inner shell and the outer shell is achieved, significantly improving the construction efficiency.

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Abstract

The invention discloses a construction integration platform which comprises a supporting power system, a supporting power system, a supporting power system, a supporting power system and a supporting power system, and the supporting power system is used for being installed on a constructed shell; the platform system comprises a vertical frame, a first bearing platform and a second bearing platform, the first bearing platform and the second bearing platform are arranged at the top end of the vertical frame and extend out of the two sides of the vertical frame, and the bearing power system is connected with the vertical frame and used for driving the platform system to ascend and descend. The inner hanging frame is mounted at one end of the first bearing platform; the outer hanging frame is installed on the second bearing platform, the outer hanging frame and the inner hanging frame are arranged in a spaced mode, and the top of the outer hanging frame is flush with the top of the inner hanging frame. According to the construction integration platform, equal-elevation synchronous construction can be conducted on the inner shell and the outer shell from the inner hanging frame and the outer hanging frame, the workshop construction progress is accelerated, and the construction efficiency is improved.
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Description

Technical Field

[0001] The present application relates to the field of construction technology, and in particular to a construction integrated platform. Background Art

[0002] The intelligent construction equipment integration platform can meet the requirements of safe and efficient high-altitude construction of complex buildings (rebar binding, formwork installation and removal, concrete pouring, spray maintenance, material stacking, rain and sun protection, etc.), and provide guarantees for equipment integration. The reactor building of a nuclear power plant generally includes an inner shell and an outer shell, but due to the constraints of the cantilevered operating frame, the construction integration platform cannot simultaneously construct the inner shell and the outer shell of the building during the construction of the building, resulting in low construction efficiency. Summary of the invention

[0003] The purpose of the embodiments of the present application is to provide a construction integration platform to solve the technical problem of low construction efficiency.

[0004] In a first aspect, to achieve the above-mentioned purpose, an embodiment of the present application provides a construction integration platform, including:

[0005] A supporting power system, wherein the supporting power system is used to be installed on the constructed shell;

[0006] A platform system, the platform system comprises a stand and a first load-bearing platform and a second load-bearing platform arranged at the top of the stand, the first load-bearing platform and the second load-bearing platform extending on both sides of the stand, the supporting power system being connected to the stand, and the supporting power system being used to drive the platform system to rise and fall;

[0007] An inner rack, the inner rack being mounted on one end of the first load-bearing platform;

[0008] An external rack is installed on the second load-bearing platform, the external rack and the internal rack are spaced apart, and the tops of the external rack and the internal rack are flush.

[0009] Optionally, the stand includes a support platform and a plurality of first columns, the support platform is arranged at the top ends of the plurality of first columns, and the first bearing platform and the second bearing platform are respectively connected to two sides of the support platform.

[0010] Optionally, the stand further includes a third bearing platform, one side of the third bearing platform is connected to the supporting platform, and the third bearing platform is located between two adjacent second bearing platforms.

[0011] Optionally, the first bearing platform, the second bearing platform, the third bearing platform and the supporting platform all include a top plate, a bottom plate and a sandwich layer between the top plate and the bottom plate.

[0012] Optionally, a plurality of first functional layout areas are provided on the top plate of the platform system, and a plurality of second functional layout areas are provided on the interlayer of the platform system.

[0013] Optionally, a plurality of the first bearing platforms are spaced apart on the inner side of the supporting platform, and a plurality of the second bearing platforms are spaced apart on the outer side of the supporting platform.

[0014] Optionally, the supporting power system includes a supporting system and a driving system, the driving system includes a hydraulic cylinder, a pump station, oil pipes, valve components and their control systems, the supporting system is installed on the constructed shell, the driving system connects the frame and the supporting system, and the driving system is used to drive the platform system to rise and fall.

[0015] Optionally, a plurality of integrated devices are provided on the stand, and the integrated devices are located above the first column.

[0016] Optionally, the construction integrated platform includes a hydraulic jacking device and a connecting frame, the connecting frame connects the vertical frame and the hydraulic jacking device, and the hydraulic jacking device drives the connecting frame to rise and fall.

[0017] Optionally, the inner rack includes a plurality of rack layers connected in sequence in the vertical direction, the rack layer includes a plurality of horizontal frames and a plurality of vertical connectors arranged on the edges of the horizontal frames, the plurality of vertical connectors are arranged at intervals, a staircase is provided between two adjacent rack layers, the staircase connects two horizontal frames in two adjacent rack layers, and a walkway board is provided on the horizontal frame not connected to the staircase.

[0018] Optionally, a flap is provided on one side of the horizontal frame.

[0019] Optionally, the construction integrated platform includes a safety monitoring system, which monitors the platform system, the supporting power system and environmental information, and integrates and displays equipment anti-collision system information.

[0020] Optionally, the construction integrated platform includes a water tank construction platform, and the water tank construction platform includes a standard section platform and a sinking section platform, the standard section platform is located above the sinking section platform, and one side of the standard section platform and the sinking section platform is used to be installed on the constructed shell.

[0021] Optionally, the standard section platform includes a notch, and the projection of the sinking section platform along the vertical direction is located in the notch.

[0022] Optionally, the frame is an annular frame, and the construction integrated platform includes a construction auxiliary device located in the frame. The frame is arranged around the construction auxiliary device, and the construction auxiliary device includes the second column, a hoop structure, a first driving structure, a foldable frame and a top cloth; the hoop structure is fixedly connected to the first driving structure, and the hoop structure is sleeved on the second column; the foldable frame is foldable, and the top cloth is arranged on the surface of the foldable frame, and the hoop structure is connected to the foldable frame, and the first driving structure is used to drive the hoop structure to move along the vertical direction of the second column to drive the foldable frame and the top cloth to perform an unfolding operation or a folding operation, so that the foldable frame completes an opening and closing operation.

[0023] Optionally, a rack is provided on the outer side surface of the second column in the vertical direction, and the rack is meshed with a gear in the first driving structure; the first driving structure drives the gear to move along the rack, driving the hoop structure to move along the vertical direction of the second column, so as to drive the foldable frame and the top cloth to perform an unfolding operation or a folding operation, so that the foldable frame completes an opening and closing operation.

[0024] Optionally, the folding umbrella-shaped construction auxiliary device also includes a second driving structure, which is installed on the second column; the retractable driving end of the second driving structure is fixedly connected to the lower end surface of the hoop structure, and the second driving structure is used to lift the hoop structure.

[0025] Optionally, the construction auxiliary device also includes a first limiting structure, which is used to limit the movement of the hoop structure in the vertical direction of the second column; the outer side surface of the second column is also provided with a guide rail in the vertical direction, and the second driving structure is connected to the guide rail; when the second driving structure completes the jacking operation and the first limiting structure completely limits the movement of the hoop structure, the second driving structure is also used to drive the driving end to perform a recovery operation to drive the second driving structure to move upward along the guide rail.

[0026] The embodiment of the present application provides a construction integrated platform, including: a supporting power system, the supporting power system is used to be installed on the constructed outer shell; a platform system, the platform system includes a stand and a first load-bearing platform and a second load-bearing platform arranged at the top of the stand, the first load-bearing platform and the second load-bearing platform extend on both sides of the stand, the supporting power system is connected to the stand, and the supporting power system is used to drive the platform system to rise and fall; an inner hanger, the inner hanger is installed at one end of the first load-bearing platform; an outer hanger, the outer hanger is installed on the second load-bearing platform, the outer hanger and the inner hanger are arranged at intervals, and the tops of the outer hanger and the inner hanger are flush. The construction integrated platform of the present application can simultaneously construct the inner shell and the outer shell at the same elevation from the inner hanger and the outer hanger, which speeds up the construction process of the factory building and improves the construction efficiency. When the integrated construction platform of the present application is used to construct a factory building with an outer shell and an inner shell spaced apart, when the supporting power system is installed on the constructed outer shell, the inner bracket is located between the outer shell and the inner shell, the vertical frame and the outer bracket are located on the side of the outer shell away from the inner shell, the tops of the inner bracket and the outer bracket are flush, and the inner shell and the outer shell can be constructed simultaneously at the same elevation from the inner bracket and the outer bracket, which speeds up the construction process of the factory building and improves construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a structural schematic diagram of a construction integration platform provided in an embodiment of the present application;

[0028] Figure 2 It is a structural schematic diagram of a platform system in a construction integrated platform provided in an embodiment of the present application;

[0029] Figure 3 It is a schematic cross-sectional structure diagram of a platform system in a construction integrated platform provided in an embodiment of the present application cut at the first column;

[0030] Figure 4 It is a schematic diagram of functional divisions on the top plate of the platform system in the construction integrated platform provided in an embodiment of the present application;

[0031] Figure 5 It is a schematic diagram of functional divisions in the mezzanine of the platform system in the construction integrated platform provided in an embodiment of the present application;

[0032] Figure 6 It is a structural schematic diagram of a water tank construction platform in the construction integrated platform provided in an embodiment of the present application;

[0033] Figure 7 It is a schematic diagram of a top view of the structure of a standard section platform in a water tank construction platform in a construction integrated platform provided in an embodiment of the present application;

[0034] Figure 8 It is a schematic diagram of a top view of the structure of the sinking section platform in the water tank construction platform in the construction integrated platform provided in the embodiment of the present application;

[0035] Fig. 9 It is a structural schematic diagram of a standard section platform in a water tank construction platform in a construction integrated platform provided in an embodiment of the present application being fixed to a housing;

[0036] Fig.10 It is a structural schematic diagram of a water tank construction platform in a construction integrated platform provided in an embodiment of the present application, in which a sinking section platform is fixed to an outer shell;

[0037] Fig.11 It is a distribution diagram of the supporting power system in the construction integrated platform provided in the embodiment of the present application;

[0038] Fig.12 It is a schematic diagram of the distribution of integrated devices in the construction integration platform provided in the embodiment of the present application;

[0039] Fig.13 It is a schematic diagram of the local structure of the construction integration platform in area A provided in an embodiment of the present application;

[0040] Fig.14 It is a structural schematic diagram of an inner rack in a construction integrated platform provided in an embodiment of the present application;

[0041] Fig.15 It is a structural schematic diagram of a construction auxiliary device in a construction integrated platform provided in an embodiment of the present application;

[0042] Fig.16 It is a partial structural schematic diagram of a construction auxiliary device in the construction integrated platform provided in an embodiment of the present application;

[0043] Fig.17 It is another partial structural schematic diagram of the construction auxiliary device in the construction integrated platform provided in the embodiment of the present application;

[0044] Fig.18 This is a structural schematic diagram of a hoop structure of a construction auxiliary device in a construction integrated platform provided in an embodiment of the present application;

[0045] Fig.19 It is a structural schematic diagram of a foldable skeleton of a construction auxiliary device in a construction integrated platform provided in an embodiment of the present application. DETAILED DESCRIPTION

[0046] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0047] The term "including" and its variations used herein are open inclusions, i.e., "including but not limited to". The term "based on" means "based at least in part on". The term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one additional embodiment"; the term "some embodiments" means "at least some embodiments". The relevant definitions of other terms will be given in the following description.

[0048] See also Figure 1 As shown in FIG. 3 , this embodiment provides a construction integrated platform, which is used for constructing a factory building, and the factory building includes an outer shell 32 and an inner shell 31 arranged at intervals. The construction integrated platform includes: a supporting power system 21, a platform system 22, an inner bracket 23, and an outer bracket 24. The supporting power system 21 is used to be installed on the constructed outer shell 32; the platform system 22 includes a stand 222 and a first bearing platform 224 and a second bearing platform 225 arranged at the top of the stand 222, the first bearing platform 224 and the second bearing platform 225 extend on both sides of the stand 222, the supporting power system 21 is connected to the stand 222, and the supporting power system 21 is used to drive the platform system 22 to rise and fall; the inner bracket 23 is installed at one end of the first bearing platform 224; the outer bracket 24 is installed on the second bearing platform 225, and the inner bracket 23 and the outer bracket 24 are arranged at intervals.

[0049] Specifically, when the supporting power system 21 is installed on the constructed outer shell 32 , the inner bracket 23 is located between the outer shell 32 and the inner shell 31 , and the vertical frame 222 and the outer bracket 24 are located on the side of the outer shell 32 away from the inner shell 31 .

[0050] In a specific embodiment, the tops of the inner bracket 23 and the outer bracket 24 are flush.

[0051] In the embodiment of the present application, the stand 222 includes a support platform 223 and a plurality of first columns 222, the support platform 223 is arranged at the top of the plurality of first columns 222, and the first bearing platform 224 and the second bearing platform 225 are respectively connected to the two sides of the support platform 223. Specifically, the stand 222 is an annular stand, the support platform 223 is annular, and the support platform 223 is arranged at the top of the plurality of first columns 222. The plurality of first bearing platforms 224 are arranged at intervals on the inner side of the support platform 223, and the plurality of second bearing platforms 225 are arranged at intervals on the outer side of the support platform 223.

[0052] In the embodiment of the present application, the stand 222 further includes a third bearing platform 226 , one side of the third bearing platform 226 is connected to the supporting platform 223 , and the third bearing platform 226 is located between two adjacent second bearing platforms 225 .

[0053] In the embodiment of the present application, the first bearing platform 224 , the second bearing platform 225 , the third bearing platform 226 and the supporting platform 223 all include a top plate 2251 , a bottom plate 2252 and an interlayer 2253 located between the top plate 2251 and the bottom plate 2252 .

[0054] In the embodiment of the present application, the platform system 22 can be a steel platform system. The steel platform system is similar to a giant "steel cover" buckled on the upper part of the inner and outer shells. It is a force-bearing skeleton that directly bears the construction load of the entire construction integrated platform. It is a spatial annular steel truss structure. The steel platform truss consists of 12 radial main trusses, 46 radial secondary trusses, 5 annular trusses, the outermost annular edge beam, and 12 groups of first columns 222. The components in the platform system 22 are mainly connected by rigid connection. The radial trusses are kept connected at the connection between the annular and radial trusses. Except for the gate sleeve and the annular area equipment hoisting operation that needs to be dismantled and modified, the annular trusses, the edge beams and the radial secondary trusses between the radial main trusses are connected by on-site welding, and the connection between the annular trusses and the radial main trusses is bolted or welded. The node types include flange webs and other strong welding rigid connection nodes, flange welded web bolt rigid connection nodes, flange web bolt rigid connection nodes, and web bolt hinged nodes. The first column 222 is connected to the lower chord of the steel platform truss of the supporting platform 223 by flange-type bolts.

[0055] See also Figure 4 and Figure 5 , a plurality of first functional layout areas 2254 are provided on the top plate 2251 of the platform system 22. A plurality of second functional layout areas 2255 are provided on the interlayer 2253 of the platform system 22. The plurality of first functional layout areas 2254 can be used to arrange integrated cranes, concrete placing machines, temporary storage yards, formwork modification workshops, etc. The plurality of second functional layout areas 2255 are used to arrange warehouses, water rooms, power rooms, gas rooms, measurement rooms, rest rooms, power distribution rooms, hydraulic pump stations, etc.

[0056] During the construction of the inner and outer shells, the steel platform provides a layout platform for equipment and facilities such as tower cranes, concrete placing machines, material yards, construction machinery, control rooms, and operation rooms. As the main functional layout area, the steel platform can provide two layers of construction work surfaces. In addition to the integrated crane and concrete placing machine above the first column 222, the top floor is also equipped with a temporary yard, a template modification workshop, a hydraulic jacking platform channel, etc. in accordance with the project construction requirements. The integrated platform control room is also arranged on the top floor of the platform; the circular walkway is arranged on the inner side of the outer platform, close to the outer shell. The top floor is mainly used as a loading area and a template modification workshop. The platform mezzanine is mainly equipped with warehouses, water rooms, power rooms, gas rooms, measurement rooms, rest rooms, power distribution rooms, hydraulic pump stations, etc.

[0057] See also Figures 6 to 10In the embodiment of the present application, the construction integrated platform includes a water tank construction platform 40, which includes a standard section platform 41 and a sinking section platform 42. The standard section platform 41 is located above the sinking section platform 42, and one side of the standard section platform 41 and the sinking section platform 42 is used to be installed on the constructed shell 32. The standard section platform 41 includes a notch 43, and the projection of the sinking section platform 42 along the vertical direction is located in the notch 43.

[0058] In order to realize the construction integration platform serving the entire process of reactor building construction and reduce the cost of construction measures and construction period investment, during the ASP water tank construction stage, the construction integration platform is decomposed into two parts, the outer platform as the ASP water tank construction platform, and the inner platform as the prestressed tensioning platform. Due to the need to hoist out the template during the construction of the inner and outer shells, the upper and lower chords of the radial secondary trusses are 400mm away from the outer shell wall; when used as the ASP water tank construction platform, the standard section platform 41 and the sinking section platform 42 are connected to the embedded parts of the outer shell 32, and the newly added wall connecting rods and the original upper and lower chords are welded with equal strength and additional reinforcement measures are considered. The sinking section platform 42 includes two ASP water tank sinking sections, each of which has 12 radial trusses, 3 annular trusses, and 1 annular edge beam.

[0059] See also Fig.11 and Fig.12 In the embodiment of the present application, the support power system 21 includes a support system and a drive system. The drive system includes a hydraulic cylinder, a pump station, an oil pipe, a valve and a control system thereof. The support system is installed on the constructed housing 32. The drive system connects the stand 222 and the support system. The drive system is used to drive the platform system 22 to rise and fall. A plurality of integrated devices 27 are arranged on the stand 222. The construction integrated platform includes a hydraulic jacking device 25 and a connecting frame 26. The connecting frame 26 connects the platform system 22 and the hydraulic jacking device 25. The hydraulic jacking device 25 drives the connecting frame 26 to rise and fall. The integrated device 27 is located above the first column 222. The integrated device 27 can be a crane, a placing machine, a robotic arm, etc.

[0060] The integrated equipment 27 is installed on the steel truss platform of the platform system 22. It continuously serves the platform construction as the platform system 22 is lifted. The supporting equipment is installed at the construction site to serve the transportation of platform personnel. The integrated equipment is basically material transportation equipment.

[0061] In the embodiment of the present application, the support system is located below the platform system 22, bears the load of the entire construction integrated platform, and transfers the load to the outer shell wall. The support system includes load-bearing parts, turnover embedded parts, climbing frames, support frames, disc spring boxes, heightening blocks, etc. The entire construction integrated platform adopts 12 sets of support systems. The 12 sets of support systems are the optimal solution obtained after the adaptability analysis of the support system and the surrounding factory walls, openings, and through-pieces. They have no interference with the main components of the above-mentioned factory buildings, and can ensure the normal use and jacking of the entire integrated platform.

[0062] The drive system is a device that drives the overall lifting of the integrated platform. It consists of hydraulic cylinders, pump stations, oil pipes, valves and their control systems. According to the principle of overall control and independent action, one hydraulic pump station controls two cylinders. The drive system and the support system are combined to realize the overall lifting of the drive integrated platform. The hydraulic system equipment used for lifting the integrated platform includes a PLC center synchronous lifting control system, 12 sets of lifting cylinders, 6 sets of hydraulic pump stations (one control two configurations), 1 set of electrical control cabinets, hydraulic pipes and accessories, etc. The drive system must have a reliable synchronization device, and the synchronization error must be controlled within 3mm. It is equipped with a pressure regulating balance valve and a sensor device. Each system can be operated and controlled separately to adjust the lifting of the steel platform. The drive system must have a reliable safety device that can automatically lock in an emergency under adverse conditions such as power failure and oil leakage. The hydraulic pump station is arranged in the platform mezzanine.

[0063] See also Fig.13 and Fig.14 In the embodiment of the present application, in the embodiment of the present application, the inner rack 23 includes a plurality of rack layers 231 connected in sequence in the vertical direction, the rack layer 231 includes a plurality of horizontal frames 233 and a plurality of vertical connectors 232 arranged on the edges of the horizontal frames 233, the plurality of vertical connectors 232 are arranged at intervals, a staircase 236 is provided between two adjacent rack layers 231, the staircase 236 connects the two horizontal frames 233 in the two adjacent rack layers 231, a walkway board 234 is provided on the horizontal frame 233 not connected to the staircase 231, and a flap 235 is provided on one side of the horizontal frame 233.

[0064] The inner pylon 23 and the outer pylon 24 are suspended below the platform system 22 and arranged on both sides of the outer shell 32. They are operating platforms for the construction integrated platform, providing multi-layer semi-enclosed working surfaces for the construction of the inner and outer containment shells, and providing all-round safety protection for the entire construction process. The inner pylon 23 and the outer pylon 24 are connected to the platform system 22 through sliding beams and corresponding connectors, and are suspended as a whole on the lower side of the platform system 22 through sliding beams and connectors. The structural design of the sliding beam and connectors can meet the construction operations of the pylon installation adjustment, template system hoisting and mold withdrawal and mold closing. Since the engineering structure is a circular structure, the steel pylon system of this project adopts the "straight instead of curved" method, and the inner pylon 23 and the outer pylon 24 are "straight line" designed. The inner pylon 23 and the outer pylon 24 are mainly assembled from standard pylon units, which is conducive to standardized production in the factory and on-site material sorting, storage and assembly, etc., and can effectively improve production efficiency and save production costs. In addition, the shared vertical poles and connectors between the units can effectively save material usage, reduce product weight, and reduce the load of the integrated platform.

[0065] Furthermore, the construction integration platform includes a safety monitoring system. The safety monitoring system of the construction integration platform is composed of an intelligent sensing system, a database and a digital management platform. It can monitor the platform system 22, the supporting power system 21 and the environmental information, and integrate the anti-collision system information of the display equipment.

[0066] The security monitoring system monitors the platform system 22 as follows:

[0067] (1) Stress: Select key points of the structure and use sensors attached to the steel structure surface of the platform system 22 for monitoring.

[0068] (2) Horizontal degree: a monitoring point is set on the beam above the first column 222 as a reference for whether the jacking is synchronized; at the same time, a monitoring point is set on the top of the platform system 22 to monitor the position of the point where the platform has a larger force deflection, so as to consider whether the size and position of the pile load are reasonable.

[0069] (3) Verticality: A monitoring point is set at the position of the first column 222, and a MEMS sensor is proposed to be used as a verticality monitoring instrument to measure the tilt.

[0070] The safety monitoring system monitors the supporting power system 21 as follows.

[0071] (1) Stress: Select key points of the structure and use sensors attached to the steel structure surface of the platform system 22 for monitoring.

[0072] (2) The cylinder stroke is monitored by a laser rangefinder installed on the guide rail column plate. The laser reference point is selected as a point on the cylinder support shoe.

[0073] (3) Climbing claw stress: strain gauges are arranged on the block of the upper claw in the claw box of the support point support frame to monitor it.

[0074] The security monitoring system monitors environmental information as follows.

[0075] (1) Wind speed: It is planned to use a wind speed transmitter arranged on the top of the steel platform to monitor the wind speed.

[0076] (2) Wind direction: It is planned to use a wind direction transmitter arranged on the top of the steel platform to monitor the wind direction.

[0077] Please continue to see Fig.15 In the embodiment of the present application, the frame 222 is an annular frame, and the construction integrated platform includes a construction auxiliary device 100 located in the frame 222. The frame 222 is arranged around the construction auxiliary device 100, and the construction auxiliary device 100 includes a second column 110, a hoop structure 120, a first driving structure 130, a foldable skeleton 141 and a top cloth 150; the hoop structure 120 is fixedly connected to the first driving structure 130, and the hoop structure 120 is sleeved on the second column 110; the foldable skeleton 141 is foldable, and the top cloth 150 is arranged on the surface of the foldable skeleton 141, the hoop structure 120 is connected to the foldable skeleton 141, and the first driving structure 130 is used to drive the hoop structure 120 to move along the vertical direction of the second column 110, so as to drive the foldable skeleton 141 and the top cloth 150 to perform an unfolding operation or a folding operation, so that the foldable skeleton 141 completes an opening and closing operation.

[0078] Among them, a rack 111 is provided on the outer side surface of the second column 110 in the vertical direction, and the rack 111 is meshed with the gear 131 in the first driving structure 130; the first driving structure 130 is used to drive the gear 131 to move along the rack 111, driving the hoop structure 120 to move along the vertical direction of the second column 110, so as to drive the foldable frame 141 and the top cloth 150 to perform an unfolding operation or a folding operation, so that the foldable frame 141 completes the opening and closing operation.

[0079] The construction integrated platform provided in the embodiment of the present application can drive the gear 131 to move along the rack 111 through the first driving structure 130 in severe weather conditions such as rainy days, snowy days, high temperature and exposure to the sun, thereby driving the hoop structure 120 to move along the vertical direction of the second column 110, so as to drive the foldable frame 141 and the top cloth 150 to unfold, so that the foldable frame 141 can be unfolded, thereby providing wind and rain shelter for the construction site, avoiding the impact of severe weather on the construction site, and effectively improving construction efficiency and construction safety.

[0080] In some embodiments, please continue to see Fig.16 , Fig.17 as well as Fig.18In order to improve the working efficiency of the construction integrated platform provided by the present embodiment, the construction integrated platform provided by the present embodiment may further include a second driving structure 160, which is installed on the second column 110; the retractable driving end 161 of the second driving structure 160 is fixedly connected to the lower end surface of the hoop structure 120, and the second driving structure 160 is used to lift the hoop structure 120.

[0081] Among them, the first driving structure 130 provided in this embodiment may include a driving motor, which moves along the rack 111 through the gear 131 to provide a power source for the opening and closing of the foldable frame 141 and the top cloth 150. Furthermore, the second driving structure 160 provided in this embodiment may include a hydraulic cylinder, which can cooperate with the first driving structure 130 to provide sufficient power output for the construction integrated platform by lifting the hoop structure 120, thereby effectively improving the working efficiency of the construction integrated platform.

[0082] As an optional embodiment, please continue to see Fig.16 , Fig.17 as well as Fig.18 In order to further improve the working efficiency of the construction integrated platform provided by the present embodiment and improve the unfolding speed of the foldable skeleton 141, the construction integrated platform provided by the present embodiment may also include a first limiting structure 170, and the first limiting structure 170 is used to limit the movement of the hoop structure 120 in the vertical direction of the second column 110; the outer side surface of the second column 110 is also provided with a guide rail 112 in the vertical direction, and the second driving structure 160 is connected to the guide rail 112; when the second driving structure 160 completes the jacking operation and the first limiting structure 170 completely limits the movement of the hoop structure 120, the second driving structure 160 is also used to drive the driving end 161 to perform a recovery operation to drive the second driving structure 160 to move upward along the guide rail 112.

[0083] Among them, the second driving structure 160 provided by this embodiment is connected to the guide rail 112, and when the second driving structure 160 completes the jacking operation and the first limiting structure 170 completely restricts the movement of the hoop structure 120, the second driving structure 160 drives the driving end 161 to perform a recovery operation, which can drive the second driving structure 160 to move upward along the guide rail 112, thereby achieving the purpose of overall climbing of the hoop structure 120 and the second driving structure 160, providing sufficient power output for the opening and closing operation of the foldable frame 141, and ensuring the working efficiency of the construction integrated platform.

[0084] Optionally, the hoop structure 120 and the second driving structure 160 provided in this embodiment can also move downward along the second column 110. For details, please continue to refer to Fig.17The construction integrated platform provided in this embodiment may also include a second limiting structure 180; before the second driving structure 160 performs a jacking operation, the second limiting structure 180 is used to completely limit the movement of the second driving structure 160 in the vertical direction of the guide rail 112; before the second driving structure 160 completes the jacking operation and performs a recovery operation, or before the hoop structure 120 moves downward in the vertical direction of the second column 110, the second limiting structure 180 is used to release the restriction on the movement of the second driving structure 160 in the vertical direction of the guide rail 112.

[0085] Among them, Fig.17 As shown, the first limiting structure 170 and the second limiting structure 180 provided in this embodiment can both be pins, and the movement restriction of the corresponding structure can be quickly achieved by inserting or pulling out the pins, thereby effectively improving the working efficiency of the construction integrated platform provided in this embodiment.

[0086] Among them, before the second driving structure 160 completes the jacking operation and performs the recovery operation, or before the hoop structure 120 moves downward in the vertical direction of the second column 110, the second limiting structure 180 releases the movement restriction of the second driving structure 160 in the vertical direction of the guide rail 112, and the hoop structure 120 and the second driving structure 160 can move downward along the second column 110 as a whole, thereby meeting the control requirements for the opening and closing angle of the foldable frame 141 in different construction scenarios.

[0087] In some embodiments, please continue to refer to FIG. Fig.16 , Fig.17 as well as Fig.18 The hoop structure 120 provided in this embodiment may include a first hoop 121, a second hoop 122, and a support assembly 123 arranged between the first hoop 121 and the second hoop 122 and fixedly connected to the second hoop 122, the first hoop 121 and the second hoop 122 are respectively sleeved on the second column 110, the projections of the first hoop 121 and the second hoop 122 in the vertical direction coincide, and the first hoop 121 is located above the second hoop 122; the driving end 161 of the second driving structure 160 is fixedly connected to the lower end surface of the second hoop 122, and the first limiting structure 170 is used to limit the movement of the second hoop 122 in the vertical direction of the second column 110.

[0088] It should be noted that the first hoop 121, the second hoop 122, the first drive structure 130, the second drive structure 160, and the rack 111 provided in this embodiment are all made of steel, thereby effectively ensuring the reliability and safety of the construction integrated platform provided in this embodiment.

[0089] The second hoop 122 provided in this embodiment can be used as a connection support between the hoop structure 120 and the second climbing column 110, and can also be used as a mounting support for the foldable frame 141. The support assembly 123 is used to transfer vertical force from the first hoop 121 to the second hoop 122, while avoiding collision between the first hoop 121 and the second hoop 122. Specifically, the functions of the second hoop 122 provided in this embodiment are respectively embodied in the following embodiments:

[0090] Optional, please continue to see Fig.16 and Fig.17 The construction integrated platform provided in this embodiment may also include an operating platform 190. By setting the operating platform 190, the construction personnel can not only control the first driving structure 130, the second driving structure 160, the first limiting structure 170, and the second limiting structure 180 to realize the opening and closing control of the construction integrated platform as a whole, but also can perform construction. At the same time, the operating platform 190 may also be provided with a safety guardrail 191 to ensure the safety of the construction personnel on the operating platform 190.

[0091] In one embodiment, the foldable skeleton 141 may further include a support rod (not shown in the figure), the foldable skeleton 141 may be circular, the center of the foldable skeleton 141 is fixed at a target height on the second column 110, and the top cloth 150 may be set on the upper surface of the foldable skeleton 141; one end of the support rod is fixedly connected to multiple connection points on the lower surface of the foldable skeleton 141, and the connection points include several points distributed on the outer edge of the foldable skeleton 141; the other end of the support rod is fixedly connected to the upper end surface of the first hoop 121, and the first driving structure 130 is used to drive the first hoop 121 to move along the vertical direction of the second column 110, driving the other end of the support rod to rise or fall, so that the foldable skeleton 141 completes the opening and closing operation.

[0092] Among them, the foldable frame 141 provided in this embodiment is similar to an umbrella structure. The first driving structure 130 drives the first hoop 121 to move upward along the vertical direction of the second column 110, which can drive the other end of the support rod to rise to open the foldable frame 141, thereby completing the unfolding operation of the foldable frame 141; the first driving structure 130 drives the first hoop 121 to move downward along the vertical direction of the second column 110, which can drive the other end of the support rod to descend to close the foldable frame 141, thereby completing the closing operation of the foldable frame 141.

[0093] In another embodiment, see Fig.19 , Fig.19 is a schematic diagram of a structure of a foldable skeleton 141 provided in an embodiment of the present application, such as Fig.19As shown, the foldable frame 141 provided in this embodiment includes a cantilever beam 1411, a pull rod 1412, a force transmission rod 1413, a balance beam 1414 and a connecting rod 1415; one end of the pull rod 1412 is hinged to the first hoop 121, and the other end of the pull rod 1412 is hinged to the middle of the cantilever beam 1411; one end of the cantilever beam 1411 is hinged to the second hoop 122, and the other end of the cantilever beam 1411 is hinged to the middle of the balance beam 1414; one end of the force transmission rod 1413 is hinged to the end of the balance beam 1414, and the other end of the force transmission rod 1413 is hinged to the middle of the pull rod 1412 ; The free end of the balance beam 1414 is connected to the outer edge of the top cloth 150, and the inner edge of the top cloth 150 is sleeved on the second column 110 and is located below the second hoop 122; the top end of the connecting rod 1415 is connected to the hinge point between the cantilever beam 1411 and the balance beam 1414, and the bottom end of the connecting rod 1415 is connected to the middle part of the upper surface of the top cloth 150. The first driving structure 130 is used to drive the first hoop 121 to move along the vertical direction of the second column 110, driving the foldable frame 141 to contract or stretch, so that the foldable frame 141 completes the opening and closing operation.

[0094] Among them, the cantilever beam 1411, the pull rod 1412, the force transmission rod 1413 and the balance beam 1414 provided in this embodiment are hinged to form a deformable quadrilateral, which can support the top cloth 150 on the one hand, and can also realize the telescopic function on the other hand, so as to realize the opening and closing of the foldable frame 141.

[0095] The various parts that make up the foldable skeleton 141 are connected to each other through pins to form a deformable quadrilateral, so that the top cover of the foldable skeleton 141 has a folding function. At the same time, under the premise that the second hoop 122 is fixed to the second column 110, the foldable skeleton 141 is connected to the first hoop 121 and the second hoop 122 by pins. The extended length of the foldable skeleton 141 will shorten as the first hoop 121 is lifted, and extend as the first hoop 121 is lowered, thereby realizing the telescopic function of the top cover of the foldable skeleton 141.

[0096] Specifically, the top cloth 150 provided in this embodiment can be made of a PVC film material that can be folded repeatedly, or can be made by a high-frequency welding process or a sewing process. The connecting rod 1415 can be made of a steel cable or a steel pull rod.

[0097] Among them, the opening and closing method of the foldable frame 141 provided in this embodiment is opposite to the opening and closing method of the umbrella structure. The foldable frame 141 provided in this embodiment drives the first hoop 121 to move downward along the vertical direction of the second column 110 through the first driving structure 130 to drive the foldable frame 141 to extend and unfold; and drives the first hoop 121 to move upward along the vertical direction of the second column 110 through the first driving structure 130 to drive the foldable frame 141 to contract and close.

[0098] In this way, by using the construction integrated platform provided in the embodiment of the present application, the opening and closing operation of the foldable frame 141 can be simply and quickly realized, thereby improving the working efficiency of the construction integrated platform, and further ensuring that the construction site under the construction integrated platform is not affected by severe weather conditions such as rainy days, snowy days, high temperatures and exposure to the sun, thereby effectively improving the construction efficiency of the construction site.

[0099] The impact of weather and climate on the construction site can effectively improve construction efficiency and safety.

[0100] The embodiment of the present application provides a construction integrated platform, including: a supporting power system, the supporting power system is used to be installed on the constructed outer shell; a platform system, the platform system includes a stand and a first load-bearing platform and a second load-bearing platform arranged at the top of the stand, the first load-bearing platform and the second load-bearing platform extend on both sides of the stand, the supporting power system is connected to the stand, and the supporting power system is used to drive the platform system to rise and fall; an inner hanger, the inner hanger is installed at one end of the first load-bearing platform; an outer hanger, the outer hanger is installed on the second load-bearing platform, the outer hanger and the inner hanger are arranged at intervals, and the tops of the outer hanger and the inner hanger are flush. The construction integrated platform of the present application can simultaneously construct the inner shell and the outer shell at the same elevation from the inner hanger and the outer hanger, which speeds up the construction process of the factory building and improves the construction efficiency. When the integrated construction platform of the present application is used to construct a factory building with an outer shell and an inner shell spaced apart, when the supporting power system is installed on the constructed outer shell, the inner bracket is located between the outer shell and the inner shell, the vertical frame and the outer bracket are located on the side of the outer shell away from the inner shell, the tops of the inner bracket and the outer bracket are flush, and the inner shell and the outer shell can be constructed simultaneously at the same elevation from the inner bracket and the outer bracket, which speeds up the construction process of the factory building and improves construction efficiency.

[0101] The above are only preferred embodiments of the present application and are not intended to limit the present application. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application should be included in the protection scope of the present application.

[0102] In addition, it should be noted that if the embodiments of the present application involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, movement status, etc. between the components in a certain specific posture. If the specific posture changes, the directional indication will also change accordingly.

[0103] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present application, the descriptions of "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features limited to "first" and "second" can explicitly or implicitly include at least one of the features. In addition, the meaning of "and / or" appearing in the full text includes three parallel schemes. Taking "A and / or B" as an example, it includes scheme A, or scheme B, or schemes that A and B meet at the same time. In addition, in the embodiments of the present application, "multiple" refers to more than two. In addition, the technical solutions between the various embodiments can be combined with each other, but it must be based on the ability of ordinary technicians in the field to achieve it. When the combination of technical solutions is contradictory or cannot be achieved, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection required by this application.

[0104] The above is a detailed introduction to a construction integration platform provided by the embodiment of the present application. Specific examples are used in this article to illustrate the principles and implementation methods of the present application. The description of the above embodiments is only used to help understand the present application and its core ideas. At the same time, for those skilled in the art, according to the ideas of the present application, there will be changes in the specific implementation methods and application scopes. In summary, the content of this specification should not be understood as a limitation on the present application. Moreover, for those of ordinary skill in the art, without departing from the principles of the present application, several improvements and modifications can be made, and these improvements and modifications are also considered to be within the scope of protection of the present application.

Claims

1. A construction integrated platform, It is characterized in that include: A supporting power system, wherein the supporting power system is used to be installed on the constructed shell; A platform system, the platform system comprises a stand and a first load-bearing platform and a second load-bearing platform arranged at the top of the stand, the first load-bearing platform and the second load-bearing platform extending on both sides of the stand, the supporting power system being connected to the stand, and the supporting power system being used to drive the platform system to rise and fall; An inner rack, the inner rack being mounted on one end of the first load-bearing platform; An external rack is installed on the second load-bearing platform, the external rack and the internal rack are spaced apart, and the tops of the external rack and the internal rack are flush.

2. The construction integrated platform according to claim 1, It is characterized in that The stand comprises a support platform and a plurality of first columns, wherein the support platform is arranged at the top ends of the plurality of first columns, and the first bearing platform and the second bearing platform are respectively connected to two sides of the support platform.

3. The construction integrated platform according to claim 2, It is characterized in that The stand also includes a third bearing platform, one side of which is connected to the supporting platform, and the third bearing platform is located between two adjacent second bearing platforms.

4. The construction integrated platform according to claim 3, It is characterized in that The first bearing platform, the second bearing platform, the third bearing platform and the supporting platform all include a top plate, a bottom plate and an interlayer located between the top plate and the bottom plate.

5. The construction integrated platform according to claim 4, It is characterized in that A plurality of first functional layout areas are arranged on the top plate of the platform system, and a plurality of second functional layout areas are arranged on the interlayer of the platform system.

6. The construction integrated platform according to claim 1, It is characterized in that A plurality of the first bearing platforms are arranged at intervals on the inner side of the supporting platform, and a plurality of the second bearing platforms are arranged at intervals on the outer side of the supporting platform.

7. The construction integrated platform according to claim 1, It is characterized in that The supporting power system includes a supporting system and a driving system. The driving system includes a hydraulic cylinder, a pump station, an oil pipe, valve components and a control system thereof. The supporting system is installed on the constructed shell. The driving system connects the frame and the supporting system. The driving system is used to drive the platform system to rise and fall.

8. The construction integrated platform according to claim 1, It is characterized in that The stand is provided with a plurality of integrated devices, and the integrated devices are located above the first column.

9. The construction integrated platform according to claim 1, It is characterized in that The construction integrated platform comprises a hydraulic jacking device and a connecting frame, wherein the connecting frame connects the vertical frame and the hydraulic jacking device, and the hydraulic jacking device drives the connecting frame to rise and fall.

10. The construction integrated platform according to claim 1, It is characterized in that The inner rack includes a plurality of rack layers connected in sequence in the vertical direction, the rack layers include a plurality of horizontal frames and a plurality of vertical connectors arranged on the edges of the horizontal frames, the plurality of vertical connectors are arranged at intervals, a staircase is arranged between two adjacent rack layers, the staircase connects two horizontal frames in two adjacent rack layers, and a walkway board is provided on the horizontal frame not connected to the staircase.

11. The construction integrated platform according to claim 1, It is characterized in that A flap is provided on one side of the horizontal frame.

12. The construction integrated platform according to claim 1, It is characterized in that The construction integrated platform includes a safety monitoring system, which monitors the platform system, the supporting power system and environmental information, and integrates and displays the equipment anti-collision system information.

13. The construction integrated platform according to claim 1, It is characterized in that The construction integrated platform includes a water tank construction platform, which includes a standard section platform and a sinking section platform. The standard section platform is located above the sinking section platform, and one side of the standard section platform and the sinking section platform is used to be installed on the constructed shell.

14. The construction integrated platform according to claim 13, It is characterized in that The standard section platform comprises a notch, and the projection of the sinking section platform along the vertical direction is located in the notch.

15. The construction integrated platform according to claim 1, It is characterized in that The frame is an annular frame, and the construction integrated platform includes a construction auxiliary device located in the frame. The frame is arranged around the construction auxiliary device, and the construction auxiliary device includes the second column, a hoop structure, a first driving structure, a foldable frame and a top cloth; the hoop structure is fixedly connected to the first driving structure, and the hoop structure is sleeved on the second column; the foldable frame is foldable, and the top cloth is arranged on the surface of the foldable frame. The hoop structure is connected to the foldable frame, and the first driving structure is used to drive the hoop structure to move along the vertical direction of the second column to drive the foldable frame and the top cloth to perform an unfolding operation or a folding operation, so that the foldable frame completes an opening and closing operation.

16. The construction integrated platform according to claim 15, It is characterized in that A rack is provided on the outer side surface of the second column in the vertical direction, and the rack is meshed with the gear in the first driving structure; the first driving structure drives the gear to move along the rack, driving the hoop structure to move along the vertical direction of the second column, so as to drive the foldable frame and the top cloth to perform an unfolding operation or a folding operation, so that the foldable frame completes an opening and closing operation.

17. The construction integrated platform according to claim 16, It is characterized in that The folding umbrella-shaped construction auxiliary device also includes a second driving structure, which is installed on the second column; the retractable driving end of the second driving structure is fixedly connected to the lower end surface of the hoop structure, and the second driving structure is used to lift the hoop structure.

18. The construction integrated platform according to claim 17, It is characterized in that The construction auxiliary device also includes a first limiting structure, which is used to limit the movement of the hoop structure in the vertical direction of the second column; a guide rail is also provided on the outer side of the second column in the vertical direction, and the second driving structure is connected to the guide rail; when the second driving structure completes the jacking operation and the first limiting structure completely limits the movement of the hoop structure, the second driving structure is also used to drive the driving end to perform a recovery operation to drive the second driving structure to move upward along the guide rail.

Citation Information

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