Force bearing part structure and supporting system

Abstract

The invention discloses a force bearing part structure and a supporting system, the force bearing part structure comprises a force bearing part module and a turnover embedded part, the force bearing part module is composed of at least one force bearing unit, and the force bearing unit comprises a force bearing main body, a claw shoe assembly and a first overturning claw assembly capable of overturning upwards and bearing force horizontally along the working face of a concrete structure; a first through hole is formed in the force bearing body, the embedded part fixes the force bearing body to a concrete structure working face through the first through hole, the first turning claw assembly is arranged in the force bearing body, and the claw shoe assembly is arranged on the side face of the force bearing body. The first turning claw assembly and the claw shoe assembly are used for hanging a bearing frame and a climbing frame of the construction operation integration platform correspondingly. According to the invention, the at least one force bearing unit is fixed through the turnover embedded part, so that the force bearing part structure can meet the construction requirements of different concrete structures, and can be used in different concrete wall structures in a turnover manner, thereby effectively reducing the design and manufacturing cost of the force bearing part structure.

Description

Technical Field

[0001] This invention relates to the field of construction technology, and in particular to a load-bearing structure and support system. Background Technology

[0002] Existing load-bearing structures are designed in the construction of high-rise buildings or concrete structures. Based on the layer height of the concrete structure construction, and taking into account the limitations of reserved openings, embedded parts, and interference objects in the wall, they are load-bearing structures with specific heights and widths that can meet the requirements of load-bearing capacity and wall installation. They are used as support systems for integrated construction operation platforms.

[0003] However, load-bearing structures of a specific height and width can only accommodate the construction layer height and wall constraints required for a specific concrete wall structure. For the construction of different concrete wall structures, load-bearing structures of different heights and widths need to be redesigned. Therefore, load-bearing structures of a specific height and width can only meet the construction needs of a specific project and are not convenient for reuse in different wall structures, thus increasing the design and manufacturing costs of the load-bearing structures and also leading to an increase in the construction period.

[0004] Therefore, there is an urgent need for a new load-bearing structure that can be reused in different walls to meet different construction needs, thereby reducing the design costs that need to be redesigned according to different walls, and reducing construction costs and construction cycle. Summary of the Invention

[0005] The purpose of this invention is to provide a load-bearing structure and support system to solve the technical problems of existing load-bearing structures being inconvenient to reuse, thereby increasing the design and manufacturing costs of load-bearing structures and extending the construction period.

[0006] On one hand, embodiments of the present invention provide a load-bearing structure, including: a load-bearing module, and a reusable embedded part for fixing the load-bearing module to the working surface of a concrete structure; The load-bearing module consists of at least one load-bearing unit, which includes a load-bearing body, a claw shoe assembly, and a first flipping claw assembly that can flip upward along the working surface of the concrete structure and can be subjected to horizontal force. The load-bearing body is provided with a first through hole, and the embedded part fixes the load-bearing body to the concrete structure working surface through the first through hole. The first flipping claw assembly is disposed in the load-bearing body, and the claw shoe assembly is disposed on the side of the load-bearing body. The first flipping claw assembly and the claw shoe assembly are respectively used for the support frame and climbing frame of the construction operation integrated platform to be hung.

[0007] In some embodiments, the load-bearing module includes a first load-bearing unit and two claw shoe assemblies, with the two claw shoe assemblies respectively disposed on the left and right sides of the first load-bearing unit.

[0008] In some embodiments, the load-bearing module includes two first load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface.

[0009] In some embodiments, the load-bearing module includes a second load-bearing unit and two claw shoe assemblies. The second load-bearing unit includes two sub-load-bearing units, which are spaced apart in the horizontal direction of the concrete structure working surface. The two claw shoe assemblies are respectively disposed on any side of each sub-load-bearing unit.

[0010] In some embodiments, the load-bearing module includes two second load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface.

[0011] In some embodiments, the load-bearing structure further includes a connecting module disposed between two load-bearing units for adjusting the spacing between the two load-bearing units.

[0012] In some embodiments, the connector module includes a connector back plate and a connector stiffener, the connector stiffener is fixed to the connector back plate, and the connector module is provided with a second through hole for the embedded part to pass through, so as to rigidly connect the connector module to the load-bearing unit.

[0013] On the other hand, embodiments of the present invention also provide a support system, including the load-bearing structure and support structure described in any of the above embodiments, wherein the support structure is a construction operation integrated platform; The support structure, by being mounted on the first flipper assembly and claw shoe assembly of the load-bearing structure, transfers the load of the construction operation integration platform to the concrete structure working surface.

[0014] In some embodiments, the support structure includes a support frame and a climbing frame, the support frame being disposed in a groove formed by the climbing frame, and the construction operation integration platform being disposed on the support frame; The support structure is suspended on the first flipper assembly via the support frame and on the claw shoe assembly via the climbing frame, thereby transferring the load of the construction operation integrated platform to the concrete structure working surface.

[0015] In some embodiments, the support frame is provided with a slotted load-bearing block, and the climbing frame is provided with a second flipping claw assembly that can be flipped downward along the working surface of the concrete structure and can be subjected to horizontal force. The support frame is hung on the first flipping claw assembly via the slotted load-bearing block, and the climbing frame is hung on the claw shoe assembly via the second flipping claw assembly, thereby transferring the load of the construction operation integrated platform to the concrete structure working surface.

[0016] This invention provides a load-bearing structure and support system. By fixing at least one load-bearing unit with a reusable embedded part, the load-bearing structure can be adapted to different concrete wall structures and can be reused in different walls. This effectively reduces the design and manufacturing costs of the load-bearing structure and also shortens the construction cycle. Attached Figure Description

[0017] Figure 1a This is a structural schematic diagram of a load-bearing component structure provided in an embodiment of the present invention; Figure 1b yes Figure 1a Side view; Figure 2 This is a schematic diagram of a first flipper assembly provided in an embodiment of the present invention; Figure 3 This is a schematic diagram of the second structure of the load-bearing module provided in the embodiment of the present invention; Figure 4a This is a schematic diagram of the third structure of the load-bearing module provided in the embodiments of the present invention; Figure 4b This is a schematic diagram of the fourth structure of the load-bearing module provided in the embodiments of the present invention; Figure 5a , Figure 5b , Figure 5c These are schematic diagrams of three different structures of the load-bearing module provided in the embodiments of the present invention; Figure 6a This is a schematic diagram of a connector module provided in an embodiment of the present invention; Figure 6b yes Figure 6a Top view; Figure 7a This is a schematic diagram of a second structure of the connector module provided in an embodiment of the present invention; Figure 7b yes Figure 7a Top view; Figure 8a This is a schematic diagram of the third structure of the connector module provided in the embodiment of the present invention; Figure 8b yes Figure 8a Side view; Figure 9 This is a schematic diagram of a support system provided in an embodiment of the present invention; Figure 10aand Figure 10b This is a schematic diagram of a support frame and climbing frame provided in an embodiment of the present invention, which are hung on a load-bearing structure.

[0018] The reference numerals in the attached figures are as follows: 100. Load-bearing structural members; 110. Load-bearing module; 111. Load-bearing unit; 1111. Load-bearing body; 1112. Claw shoe assembly; 1113. First flipping claw assembly; 1114. First top block; 1115. Second top block; 1116. Pin shaft; 120. Embedded parts; 130. Connector module; 131. Connector back plate; 132. Connector stiffener; H1, First through hole; H2, Second through hole; H3, Third through hole; 200. Support frame; 210. Slotted load-bearing block; 300. Construction operation integrated platform; 400. Concrete structure working surface; 500. Climbing frame; 510. Second flipping claw assembly. Detailed Implementation

[0019] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0020] It should be understood that the steps described in the method embodiments of this disclosure may be performed in different orders and / or in parallel. Furthermore, the method embodiments may include additional steps and / or omit the steps shown. The scope of this disclosure is not limited in this respect.

[0021] The term "comprising" and its variations as used herein are open-ended inclusions, meaning "including but not limited to". The term "based on" means "at least partially based 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". Definitions of other terms will be given in the description below.

[0022] In related technologies, existing load-bearing structures are designed in the construction of high-rise buildings or concrete structures. Based on the layer height of the concrete structure construction, and taking into account the limitations of reserved openings, embedded parts, and interference objects in the wall, the load-bearing structure is designed with a specific height and width to meet the load-bearing capacity requirements and wall installation requirements. It is used as a support system for the integrated platform of construction operations.

[0023] However, load-bearing structures of a specific height and width can only accommodate the construction layer height and wall constraints required for a specific concrete wall structure. For the construction of different concrete wall structures, load-bearing structures of different heights and widths need to be redesigned. Therefore, load-bearing structures of a specific height and width can only meet the construction needs of a specific project and are not convenient for reuse in different wall structures, thus increasing the design and manufacturing costs of the load-bearing structures and also leading to an increase in the construction period.

[0024] Therefore, there is an urgent need for a new load-bearing structure that can be reused in different walls to meet different construction needs, thereby reducing the design costs that need to be redesigned according to different walls, and reducing construction costs and construction cycle.

[0025] To address the technical problems existing in related technologies, embodiments of the present invention provide a load-bearing structure 100. Please refer to [link / reference needed]. Figure 1a and Figure 1b , Figure 1a This is a schematic diagram of a load-bearing structure 100 provided in an embodiment of the present invention. Figure 1b yes Figure 1a Side view, such as Figure 1a and Figure 1b As shown, the load-bearing structure 100 provided in this embodiment of the invention includes: a load-bearing module 110, and a reusable embedded part 120 for fixing the load-bearing module 110 to the concrete structure working surface 400. The load-bearing module 110 is composed of at least one load-bearing unit 111. The load-bearing unit 111 includes a load-bearing body 1111, a claw shoe assembly 1112, and a first flipping claw assembly 1113 that can be flipped upward along the concrete structure working surface 400 and can be subjected to horizontal force. The load-bearing body 1111 is provided with a first through hole H1. The reusable embedded part 120 fixes the load-bearing body 1111 to the concrete structure working surface 400 through the first through hole H1. The first flipping claw assembly 1113 is disposed in the load-bearing body 1111, and the claw shoe assembly 1112 is disposed on the side of the load-bearing body 1111. The first flipping claw assembly 1113 and the claw shoe assembly 1112 are respectively used for hanging on the support frame 200 and the climbing frame 500 of the construction operation integrated platform 300.

[0026] In this embodiment, the reusable embedded part 120 is mainly used to fix the load-bearing body 1111 of at least one load-bearing unit 111 onto the concrete structure working surface 400. Since the reusable embedded part 120 is reusable, when facing different concrete wall structures, one or more load-bearing units 111 can be fixed by the reusable embedded part 120, thereby ensuring that the load-bearing component structure 100 can adapt to different concrete wall structures and achieve the purpose of repeated use on different construction wall structures. Thus, the present invention not only improves the utilization rate of the load-bearing component structure 100 and reduces material waste, but also reduces construction costs and effectively ensures that the load-bearing component structure 100 can be applied to different walls.

[0027] The first flipping claw assembly 1113 has the characteristics of being able to flip upward along the working surface 400 of the concrete structure and bear horizontal force, which allows it to be flexibly adjusted according to actual construction needs. For example, when installing the support frame 200, the construction personnel can first flip the first flipping claw assembly 1113 upward to facilitate the hanging of the support frame 200. After the hanging is completed, it is then fixed horizontally to give it the effect of bearing horizontal force, ensuring that the support frame 200 is stably hung on the first flipping claw assembly 1113.

[0028] For example, please see Figure 2 , Figure 2 This is a schematic diagram of a structure of the first flipper assembly 1113 provided in an embodiment of the present invention, as shown below. Figure 2 As shown, the load-bearing body 1111 provided in this embodiment may have a first top block 1114, a second top block 1115, and a pin 1116 inside. The first flipper assembly 1113 can rotate around the pin 1116. The first top block 1114 and the second top block 1115 can limit the rotation angle of the first flipper assembly 1113, so that the first flipper assembly 1113 is in a horizontally fixed state when it is not subjected to external force. In this way, the first flipper assembly 1113 can have the characteristics of being able to flip upward along the working surface 400 of the concrete structure and being subjected to horizontal force.

[0029] The claw shoe assembly 1112 is disposed on the side of the load-bearing body 1111, thereby cooperating with the first flipping claw assembly 1113 to provide more support points and more stable support force for the support frame 200 and climbing frame 500 of the construction operation integrated platform 300. Thus, in this embodiment of the invention, when the support frame 200 and climbing frame 500 are respectively hung on the first flipping claw assembly 1113 and the claw shoe assembly 1112, the load of the construction operation integrated platform mounted on the support frame 200 and climbing frame 500 can be transferred to the concrete structure working surface 400 through the support frame 200 and climbing frame 500, thereby ensuring the safety and stability of the entire construction process.

[0030] After construction is completed on the current wall structure, the reusable embedded parts 120 can be disassembled, and the load-bearing structure 100 can be removed at the same time. In this embodiment, because both the reusable embedded parts 120 and the load-bearing modules 110 are reusable, these components can be transported to the next wall structure to be constructed. Thus, during the construction of a new wall structure, the appropriate number of load-bearing units 111 can be flexibly adjusted and combined according to the specific conditions of the new wall, such as the construction layer height and wall constraints. Then, the load-bearing main body 1111 can be re-fixed to the new concrete structure working surface 400 through the reusable embedded parts 120, thereby achieving the purpose of reusing the load-bearing structure 100 in different walls.

[0031] Thus, by employing this embodiment of the invention, wall structures of different heights and widths can be adapted simply by adjusting the number of load-bearing units 111, meeting the construction requirements of different concrete structures. This eliminates the need to redesign and manufacture load-bearing structures 100 of specific heights and widths for new wall structures, significantly reducing the design and manufacturing costs of the load-bearing structure 100 and effectively shortening the construction cycle. Furthermore, this reusable load-bearing structure 100 effectively improves material utilization and reduces resource waste.

[0032] In practical applications, different wall structures and construction environments may impose different requirements on the layout and use of the load-bearing structure 100. For example, some walls may contain numerous reserved openings, embedded parts, or interferences, as well as support frames 200 and climbing frames 500 of different sizes and types. In such cases, it is necessary to rationally combine and install the load-bearing units 111 according to the specific circumstances to adapt to wall structures of different heights and widths, and to coordinate with the corresponding support frames 200 and climbing frames 500. For details, please refer to [link to relevant documentation]. Figure 1a ,like Figure 1a As shown, the load-bearing module 110 provided in this embodiment may include a first load-bearing unit and two claw shoe assemblies 1112, with the two claw shoe assemblies 1112 respectively disposed on the left and right sides of the first load-bearing unit.

[0033] By setting the two claw shoe assemblies 1112 on the left and right sides of the first load-bearing unit respectively, the climbing frame 500 can be provided with support points on both sides, making the climbing frame 500 more stable during installation. When the climbing frame 500 is hung on the two claw shoe assemblies 1112, its load can be evenly distributed to both sides of the first load-bearing unit, thereby more effectively transferring it to the concrete structure working surface 400 and avoiding excessive local stress.

[0034] Furthermore, in scenarios with more complex wall structures or stricter construction requirements, a single primary load-bearing unit may not be sufficient to meet the support needs. In such cases, the number of load-bearing units 111 can be increased to form different combinations of load-bearing module 110. For example, for tall wall structures and some large construction operation integrated platforms 300, whose support frames 200 and climbing frames 500 are large in scale and heavy in weight, more support points may be needed to ensure stability.

[0035] In this configuration, the load-bearing module 110 can employ two first load-bearing units spaced apart vertically on the concrete structure working surface 400 to provide multiple support points for the support frame 200 and the climbing frame 500. For details, please refer to [link to relevant documentation]. Figure 3 , Figure 3 This is a schematic diagram of the second structure of the load-bearing module 110 provided in an embodiment of the present invention, as shown below. Figure 3 As shown, the load-bearing module 110 provided in this embodiment may include two first load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface 400.

[0036] The vertically spaced arrangement provides multiple support points for the support frame 200 and climbing frame 500 in the vertical direction, further enhancing the adaptability of the load-bearing structure 100 to different heights and making the load distribution of the support frame 200 in the vertical direction more uniform. Simultaneously, the vertical spacing can be adjusted according to the construction requirements of the concrete structure, allowing the two vertically spaced first load-bearing units to be matched and installed with sections of the support frame 200 and climbing frame 500 at different heights, meeting the needs of different construction layer heights.

[0037] In some embodiments, in addition to vertical combinations, the load-bearing module 110 provided in this embodiment can also be combined horizontally to match wider wall structures and cooperate with support frames 200 and climbing frames 500 of corresponding width. For details, please refer to... Figure 4a , Figure 4a This is a schematic diagram of the third structure of the load-bearing module 110 provided in the embodiment of the present invention, as shown below. Figure 4a As shown, the load-bearing module 110 provided in this embodiment may include a second load-bearing unit and two claw shoe assemblies 1112. The second load-bearing unit includes two sub-load-bearing units, which are spaced apart in the horizontal direction of the concrete structure working surface 400. The two claw shoe assemblies 1112 are respectively disposed on any side of each sub-load-bearing unit.

[0038] It should be noted that each sub-supporting unit in the second support unit is provided with a claw shoe assembly 1112, and the claw shoe assembly 1112 can be set on any side of the sub-supporting unit, as long as the distance between the claw shoe assemblies 1112 on two horizontally spaced sub-supporting units meets the support requirements of the climbing frame 500, and no specific limitation is made here.

[0039] In this embodiment, the horizontal combination method can increase the width of the support in the horizontal direction of the wall, which is suitable for some wall structures and climbing frames 500 with a large width. When the width of the wall structure and climbing frame 500 is large, the claw shoe assembly 1112, which is hung on the horizontally spaced sub-bearing units, can better distribute the load of the climbing frame 500 and avoid the problem of unstable support caused by the excessive width of the climbing frame 500.

[0040] In other embodiments, there are also application scenarios where a single second load-bearing unit cannot meet the support requirements. Therefore, this embodiment can also use two second load-bearing units spaced apart vertically on the concrete structure working surface 400 to provide multiple support points for the wall structure with a large width and high height, and the climbing frame 500. For details, please refer to... Figure 4b , Figure 4b This is a schematic diagram of the fourth structure of the load-bearing module 110 provided in this embodiment of the invention, as shown below. Figure 4b As shown, the load-bearing module 110 provided in this embodiment may include two second load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface 400. Thus, by combining the advantages of both horizontal and vertical directions, the combination method provided in this embodiment can provide more comprehensive and stable support for the support frame 200 and climbing frame 500 of the construction operation integrated platform 300. This allows the load-bearing structure 100 provided in this embodiment to adapt to different wall widths and meet different construction layer height requirements, greatly improving the applicability and versatility of the load-bearing structure 100 in different wall structures and construction environments.

[0041] Thus, by using the various combinations of load-bearing units 111 provided in this embodiment, such as first load-bearing units and second load-bearing units with different numbers and arrangements, construction personnel can be provided with diverse choices. This allows construction personnel to select appropriate load-bearing units 111 to combine according to the actual situation of the wall, so as to achieve the best support effect and meet the construction requirements of different concrete structures.

[0042] Meanwhile, since the load-bearing structure 100 provided in this embodiment can be reused in different walls, when facing multiple different construction projects, the construction unit does not need to redesign and manufacture the load-bearing structure 100 for each project. It only needs to make appropriate adjustments and assemblies to the existing load-bearing structure 100 according to the specific needs of the project to meet the usage requirements of different walls. This greatly improves construction efficiency, reduces construction cycle, and effectively reduces construction costs.

[0043] As an optional embodiment, to achieve adjustable spacing between the two load-bearing units 111 in either horizontal or vertical intervals, the load-bearing structure 100 provided in this embodiment may further include a connecting module 130. The connecting module 130 is disposed between the two load-bearing units 111 and is used to adjust the distance between the two load-bearing units 111. Specifically, the two load-bearing units 111 do not only refer to the first load-bearing unit and the second load-bearing unit, but may also refer to sub-load-bearing units.

[0044] In this embodiment, the load-bearing structure 100 is characterized by high processing difficulty and high design cost. Furthermore, this embodiment aims to avoid repeated processing and design of the load-bearing structure 100. Therefore, the load-bearing structure 100 provided in this embodiment is fixed and reusable. The connecting module 130 provided in this embodiment can be a simple structural component welded from steel plates, which is simple to manufacture and has low cost. Therefore, this embodiment mainly customizes and welds a specific connecting module 130 based on the interval between two fixed load-bearing units 111 (this interval can also be determined according to the construction requirements of the concrete structure) to adapt to the two load-bearing units 111 in the current application scenario.

[0045] For example, please see Figure 5a , Figure 5b , Figure 5c , Figure 5a , Figure 5b , Figure 5c These are schematic diagrams of three different structures of the load-bearing module 110 provided in this embodiment of the invention, such as... Figure 5a As shown, the connector module 130 provided in this embodiment can be disposed between two vertically spaced first load-bearing units to rigidly connect the two first load-bearing units; as Figure 5b As shown, the connector module 130 provided in this embodiment can also be disposed between two vertically spaced second load-bearing units to rigidly connect the two second load-bearing units; as shown Figure 5c As shown, the connector module 130 provided in this embodiment can also be simultaneously disposed between two sub-bearing units that are horizontally spaced and vertically spaced, so as to rigidly connect the two sub-bearing units that are horizontally spaced and vertically spaced respectively.

[0046] Thus, by using the connector module 130 provided in this embodiment to rigidly connect any two load-bearing units 111, the overall stability of the load-bearing structure 100 can be further enhanced. In actual construction, the spacing between load-bearing units 111 needs to be flexibly adjusted under different wall structures and construction requirements, and the connector module 130 plays a crucial adjusting role. It can be customized according to specific spacing requirements, making the connection between two load-bearing units 111 more stable and ensuring that the load-bearing structure 100 can better withstand the load transmitted by the construction operation integration platform 300. Moreover, the simple structure and low-cost manufacturing characteristics of the connector module 130 mean that even if the spacing between load-bearing units 111 needs to be frequently adjusted in different construction scenarios, it will not lead to excessive cost increases.

[0047] In this embodiment, to effectively ensure the overall stability of the load-bearing structure 100, please refer to... Figure 6a and Figure 6b , Figure 6a This is a schematic diagram of a connector module 130 provided in an embodiment of the present invention. Figure 6b yes Figure 6a Top view, such as Figure 6a and Figure 6b As shown, the connector module 130 provided in this embodiment may include a connector back plate 131 and a connector stiffener 132. The connector stiffener 132 is fixed on the connector back plate 131. The connector module 130 is provided with a second through hole H2, which is used for bolt assemblies and positioning pins to pass through, so as to rigidly connect the connector module 130 with the load-bearing unit 111.

[0048] The connecting stiffener 132 is fixed on the connecting back plate 131, which can increase the structural strength of the connecting module 130. The second through hole H2 can be set on the upper and lower sides or the left and right sides of the connecting module 130. As long as the connecting module 130 and the load-bearing unit 111 can be aligned and rigidly connected together through the second through hole H2, the bolt assembly and the positioning pin, the connection between the load-bearing units 111 is stable and reliable, so that the entire load-bearing structure 100 can maintain good stability and load-bearing capacity under different configurations. The specific setting position of the second through hole H2 is not limited here.

[0049] It should be noted that when the load-bearing capacity requirement of the load-bearing structure 100 is not high, the connecting module 130 can be omitted from connecting the load-bearing module 110, thereby saving construction costs; while when the load-bearing capacity requirement of the load-bearing structure 100 is high, the connecting module 130 can be used to improve the coordinated force-bearing performance among multiple load-bearing modules 110, thereby increasing the overall stability of the load-bearing structure 100.

[0050] Furthermore, the connector module 130 provided in this embodiment is not limited to... Figure 6a and Figure 6b The structure shown can also be obtained by welding multiple steel plates according to the actual application scenario, as long as the stable connection between the two load-bearing units 111 can be guaranteed, and no specific limitation is made here.

[0051] For details, please also refer to Figure 6a , Figure 6b , Figure 7a , Figure 7b , Figure 8a , Figure 8b , Figure 7a This is a schematic diagram of a second structure of the connector module 130 provided in an embodiment of the present invention. Figure 7b yes Figure 7a Top view, Figure 8a This is a schematic diagram of the third structure of the connector module 130 provided in an embodiment of the present invention. Figure 8b yes Figure 8a Side view.

[0052] in, Figure 6a and Figure 6b The diagram shows a connecting module 130 between two vertically spaced first load-bearing units, and the load-bearing structure 100 obtained after rigidly connecting the two vertically spaced first load-bearing units as shown. Figure 5a As shown; Figure 7a and Figure 7b The diagram shows a connecting module 130 between two vertically spaced second load-bearing units, and the load-bearing structure 100 obtained after rigidly connecting the module to the two vertically spaced second load-bearing units as shown. Figure 5b As shown; Figure 8a and Figure 8b The diagram shows a connecting module 130 between two horizontally spaced sub-bearing units, which, when rigidly connected to the two horizontally spaced sub-bearing units, results in a bearing structure 100 as shown. Figure 5c As shown in the upper and lower horizontal sections.

[0053] Optionally, to ensure a stable rigid connection between the connector module 130 and the load-bearing unit 111, the load-bearing body 1111 provided in this embodiment may also be provided with a third through hole H3 connected to the connector module 130, as shown in the following figure. Figures 5a to 5cAs shown, both the third through hole H3 and the second through hole H2 on the connector module 130 can include bolt holes and locating pin holes. Thus, the load-bearing unit 111 and the connector module 130 can be rigidly positioned by passing the locating pin through the locating pin holes of both. Then, the load-bearing unit 111 and the connector module 130 can be rigidly connected by passing the bolt assembly through the bolt holes. Finally, the load-bearing module 110 can be fixed on the concrete structure working surface 400 by the reusable embedded part 120, thus completing the installation process of the load-bearing structure 100.

[0054] To address the same technical problem, this embodiment also provides a support system, which may include the load-bearing structure 100 and the support structure provided in any of the above embodiments, wherein the construction operation integration platform 300 is mounted on the support structure; the support structure transfers the load of the construction operation integration platform to the concrete structure working surface 400 by hanging the first flipping claw assembly 1113 and claw shoe assembly 1112 on the load-bearing structure.

[0055] For details, please see Figure 9 , Figure 9 This is a schematic diagram of a support system provided in an embodiment of the present invention, such as... Figure 9 As shown, the integrated construction operation platform provided in this embodiment is fixed to the top of the supporting structure. The supporting structure is hung on the first flipper assembly 1113 and the claw shoe assembly 1112 of the load-bearing structure 100. In this way, the load of the integrated construction operation platform 300 can be transferred to the load-bearing structure 100 through the supporting structure, and then the load-bearing structure 100 can transfer the load to the concrete structure working surface 400. This transfer path can ensure the stable operation of the integrated construction operation platform 300 and provide a safe and reliable working environment for construction personnel.

[0056] As an optional embodiment, the support structure provided in this embodiment may include a support frame 200 and a climbing frame 500. The support frame 200 is disposed in a groove formed by the climbing frame 500, and the construction operation integrated platform 300 is disposed on the support frame 200. Specifically, as shown... Figure 9 As shown, the supporting structure may also include supporting columns, which are mounted on the supporting frame 200, and the construction operation integrated platform 300 is mounted on the supporting columns. Thus, by hanging the supporting frame 200 on the first flipper assembly 1113 and the climbing frame 500 on the claw shoe assembly 1112, the load of the construction operation integrated platform 300 can be sequentially transferred to the concrete structure working surface 400 through the supporting columns, supporting frame 200, and climbing frame 500, thereby effectively ensuring the construction safety of the workers.

[0057] As an optional embodiment, please refer to Figure 10a and Figure 10b, Figure 10a and Figure 10b This is a schematic diagram of a structure provided in an embodiment of the present invention, in which the support frame 200 and the climbing frame 500 are hung on the load-bearing structure 100, as shown in the figure. Figure 10a and Figure 10b As shown, the support frame 200 provided in this embodiment may also be provided with a slotted load-bearing block 210, and the climbing frame 500 may also be provided with a second flipping claw assembly 510 that can flip downward along the working surface of the concrete structure and can bear horizontal force; the support frame 200 is hung on the first flipping claw assembly 1113 through the slotted load-bearing block 210, and the climbing frame 500 is hung on the claw shoe assembly 1112 through the second flipping claw assembly 510, thereby enabling the load of the construction operation integrated platform 300 to be transferred to the working surface of the concrete structure 400.

[0058] Specifically, the slot-supporting block 210 is mainly used to tightly cooperate with the first flipper assembly 1113, while the second flipper assembly 510 is used to firmly hang on the claw shoe assembly 1112. In this way, the slot-supporting block 210 can be accurately positioned on the first flipper assembly 1113, preventing the support frame 200 from shifting in the horizontal direction and ensuring the accuracy and stability of load transfer. The connection between the second flipper assembly 510 and the claw shoe assembly 1112 further enhances the load-bearing capacity of the support structure in the vertical direction, enabling the entire support structure to better bear the weight of the construction operation integrated platform 300.

[0059] In practical applications, construction workers can quickly install the supporting structure onto the load-bearing structure 100, thereby effectively improving construction efficiency. Furthermore, after construction is completed, the supporting structure can be easily disassembled for reuse, reducing construction costs.

[0060] Thus, the support system provided by this embodiment of the invention can provide stable and reliable support for the construction operation integration platform 300, meeting the needs of different wall structures and construction environments. Furthermore, this support system has good reusability and versatility, effectively reducing construction costs and improving construction efficiency.

[0061] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

[0062] Furthermore, it should be noted that if any directional indication (such as up, down, left, right, front, back, etc.) is involved in the embodiments of the present invention, the directional indication is only used to explain the relative positional relationship and movement of each component in a specific posture. If the specific posture changes, the directional indication will also change accordingly.

[0063] Furthermore, if the embodiments of this invention involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the meaning of "and / or" throughout the text includes three parallel solutions; for example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, in the embodiments of this invention, "multiple" refers to two or more. Moreover, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this invention.

[0064] The foregoing has provided a detailed description of a load-bearing structure and support system according to embodiments of this application. Specific examples have been used to illustrate the principles and implementation methods of this application. The descriptions of the embodiments above are merely for the purpose of helping to understand the method and core ideas of this application. Furthermore, those skilled in the art will recognize that, based on the ideas of this application, there will be changes in the specific implementation methods and application scope. Therefore, the content of this specification should not be construed as a limitation of this application. Moreover, those skilled in the art can make various improvements and modifications without departing from the principles of this invention, and these improvements and modifications are also considered within the scope of protection of this invention.

Claims

1. A load-bearing structure, characterized in that, include: A load-bearing module, and a reusable embedded part for fixing the load-bearing module to the concrete structure working surface; The load-bearing module consists of at least one load-bearing unit, which includes a load-bearing body, a claw shoe assembly, and a first flipping claw assembly that can flip upward along the working surface of the concrete structure and can be subjected to horizontal force. The load-bearing body is provided with a first through hole, and the embedded part fixes the load-bearing body to the concrete structure working surface through the first through hole. The first flipping claw assembly is disposed in the load-bearing body, and the claw shoe assembly is disposed on the side of the load-bearing body. The first flipping claw assembly and the claw shoe assembly are respectively used for the support frame and climbing frame of the construction operation integrated platform to be hung.

2. The load-bearing structure as described in claim 1, characterized in that, The load-bearing module includes a first load-bearing unit and two claw shoe assemblies, with the two claw shoe assemblies respectively disposed on the left and right sides of the first load-bearing unit.

3. The load-bearing structure as described in claim 2, characterized in that, The load-bearing module includes two first load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface.

4. The load-bearing structure as described in claim 1, characterized in that, The load-bearing module includes a second load-bearing unit and two claw shoe assemblies. The second load-bearing unit includes two sub-load-bearing units, which are spaced apart in the horizontal direction of the concrete structure working surface. The two claw shoe assemblies are respectively disposed on any side of each sub-load-bearing unit.

5. The load-bearing structure as described in claim 4, characterized in that, The load-bearing module includes two second load-bearing units, which are spaced apart in the vertical direction of the concrete structure working surface.

6. The load-bearing structure as described in any one of claims 1-5, characterized in that, The load-bearing structure also includes a connecting module, which is disposed between two load-bearing units and is used to adjust the distance between the two load-bearing units.

7. The load-bearing structure as described in claim 6, characterized in that, The connector module includes a connector back plate and a connector stiffener. The connector stiffener is fixed to the connector back plate. The connector module is provided with a second through hole for the bolt assembly and the positioning pin to pass through, so as to rigidly connect the connector module to the load-bearing unit.

8. A support system, characterized in that, Includes a load-bearing structure and a support structure as described in any one of claims 1-7, wherein the support structure is equipped with a construction operation integrated platform; The support structure, by being mounted on the first flipper assembly and claw shoe assembly of the load-bearing structure, transfers the load of the construction operation integration platform to the concrete structure working surface.

9. The support system as described in claim 8, characterized in that, The support structure includes a support frame and a climbing frame. The support frame is disposed in the groove formed by the climbing frame, and the construction operation integrated platform is disposed on the support frame. The support structure is suspended on the first flipper assembly via the support frame and on the claw shoe assembly via the climbing frame, thereby transferring the load of the construction operation integrated platform to the concrete structure working surface.

10. The support system as claimed in claim 9, characterized in that, The support frame is provided with a slotted load-bearing block, and the climbing frame is provided with a second flipping claw assembly that can flip downward along the working surface of the concrete structure and can be subjected to horizontal force. The support frame is hung on the first flipping claw assembly via the slotted load-bearing block, and the climbing frame is hung on the claw shoe assembly via the second flipping claw assembly, thereby transferring the load of the construction operation integrated platform to the concrete structure working surface.

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