Bearing frame structure of high-altitude large-span atrium structure and mounting method of bearing frame structure

Abstract

The invention relates to a bearing frame structure of a high-altitude large-span atrium structure and a mounting method of the bearing frame structure, the bearing frame structure comprises a bearing platform, diagonal draw bars, diagonal bracing beams, tension supports and diagonal bracing supports, and an operation platform frame body is erected on the bearing platform for constructing the atrium structure; the tension support and the inclined strut support are both used for being pre-buried in a main body structure, the tension support is located above the bearing platform and is fixedly connected with the bearing platform through an inclined pull rod, and the inclined strut support is located below the bearing platform and is fixedly connected with the bearing platform through an inclined strut beam. The bearing frame is ingenious in structure, has good installation adaptability, safety and stability by adopting an assembly construction mode, can be widely applied to construction of atrium structures with different space sizes, improves the construction efficiency of the atrium structures, shortens the construction period of a main body structure, reduces potential safety hazards of construction, and improves the construction efficiency of the atrium structures. And the construction cost investment is reduced, and the prefabricated construction mode enables the components to be reused, so that the material loss is reduced.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a high-altitude large-span atrium structure and a mounting method thereof. BACKGROUND

[0002] With the development of economy, people have put forward more functional and aesthetic requirements for buildings, and the design concept of high-altitude large-span atrium has been widely used in modern buildings, which is commonly seen in commercial complexes, hotels, office buildings or public buildings.

[0003] The high-altitude large-span atrium structure refers to a large-span atrium space structure located at a higher floor in a high-rise building. The atrium usually refers to the courtyard space inside the building, and its biggest feature is to form an "outdoor space" inside the building, creating an effect of isolation and integration with the external space. The high-altitude large-span atrium structure can adopt various structural forms, such as steel truss, net shell structure, single-layer aluminum alloy net shell structure, etc. Due to its structural characteristics of high height and large span, it can form a strong visual impact, enhance the artistic and symbolic nature of the building, and is suitable for holding exhibitions, performances, meetings and other activities, which is an important functional area of the building.

[0004] Due to its architectural characteristics, it poses many challenges to traditional structure construction. If a traditional floor-type scaffold is used, the amount of scaffold material used is large, the labor cost is high, the construction period is long, and the bearing capacity of the foundation structure of the scaffold is high, which has a high safety risk and affects the promotion and application of the above-mentioned high-altitude large-span atrium structure in the field of building construction technology. SUMMARY

[0005] In order to overcome the defects in the above-mentioned prior art, the first application purpose of the present application is to provide a high-altitude large-span atrium structure load-bearing frame structure, which is ingenious, has good installation adaptability and safety stability, and can be widely applied to the construction of atrium structures of different space sizes, improves the construction efficiency of the atrium structure, shortens the construction period of the main structure, reduces the construction safety risk, reduces the construction cost investment, and the assembly construction method makes the components reusable, reduces material loss, meets the green construction development concept, and is conducive to the promotion and application of the above-mentioned high-altitude large-span atrium structure in the field of building construction technology. The second application purpose of the present application is to provide a construction method of a high-altitude large-span atrium structure load-bearing frame structure, which adopts the above-mentioned high-altitude large-span atrium structure load-bearing frame structure, and adopts an assembly construction method, greatly reduces the erection height of the load-bearing scaffold, reduces the amount of scaffold material, and effectively shortens the scaffold erection period and improves the construction efficiency.

[0006] The above-mentioned load-bearing frame structure of a high-altitude large-span atrium structure and the construction method of the load-bearing frame structure of a high-altitude large-span atrium structure are technically related to each other and belong to the same inventive concept.

[0007] In order to achieve the above-mentioned first invention purpose, the present invention adopts the following technical solutions: a load-bearing frame structure of a high-altitude large-span atrium structure, including a load-bearing platform, diagonal rods, diagonal bracing beams, tension supports and diagonal bracing supports, and an operating platform frame is erected on the load-bearing platform for constructing the atrium structure; the tension supports and the diagonal bracing supports are both used to be pre-buried inside the main structure, the tension supports are located above the load-bearing platform and are connected and fixed to the load-bearing platform through the diagonal rods, and the diagonal bracing supports are located below the load-bearing platform and are connected and fixed to the load-bearing platform through the diagonal bracing beams.

[0008] As a preferred solution of the present invention, the load-bearing platform includes a platform main beam and a platform secondary beam. Both ends of the platform main beam are erected on the main structure. The platform secondary beam is installed above the platform main beam. Multiple platform secondary beams are arranged at intervals along the length direction of the platform main beam.

[0009] As a preferred solution of the present invention, an anti-slip axle seat is installed above the platform main beam, the tension support includes a tension embedded part and a tension connecting seat, the tension embedded part is used inside the main structure, the tension connecting seat and the tension embedded part are an integral structure and exposed to the main structure, and the diagonal rod is connected between the anti-slip axle seat and the tension connecting seat.

[0010] As a preferred solution of the present invention, the inclined rod is a length-adjustable structure, including an adjusting rod 1 and an adjusting rod 2, the adjusting rod 1 is a threaded rod or has a threaded section, the adjusting rod 2 has a threaded hole adapted to the threaded section, and the length of the adjusting rod 1 located inside the adjusting rod 2 can be adjusted by rotating; the adjusting rod 1 is pivotally connected to the anti-slip shaft seat, and the adjusting rod 2 is pivotally connected to the tension connection seat.

[0011] As a preferred solution of the present invention, a support bracket is installed below the platform main beam, the upper end of the diagonal bracing beam is connected to the support bracket, and the lower end of the diagonal bracing beam is connected to the diagonal bracing support.

[0012] As a preferred solution of the present invention, the diagonal bracing support includes a supporting beam and a fixed support, the fixed support is used to be fixed in the main structure, and the supporting beam is connected between the two fixed supports and is arranged toward the diagonal bracing beam to support the diagonal bracing beam.

[0013] As a preferred solution of the present invention, an anti-slip protective piece is provided at the contact point between the diagonal bracing beam and the supporting beam.

[0014] As a preferred scheme of the present application, the anti-skid protection member is a semi-enclosing structure sleeved at one end of the diagonal bracing beam, or the anti-skid protection member is a pad-shaped structure.

[0015] As a preferred scheme of the present application, an operation and protection platform is arranged below the load-bearing platform.

[0016] Compared with the prior art, the present application has the beneficial effects that: the load-bearing frame structure of the high-altitude large-span atrium structure in the present application is simple and ingenious, and compared with the traditional floor-type scaffold (the floor-type scaffold is high in height and high in requirement for the bearing capacity of the base structure of the frame body), the present application sets up an operation platform frame body on the load-bearing platform to perform construction on the atrium structure, that is, a non-floor-type scaffold structure is adopted, the setting-up time and setting-up materials of the scaffold are greatly reduced, the construction efficiency of the atrium structure is improved, the construction period of the main structure is shortened, the construction safety hazard is reduced, the construction cost investment is reduced, the construction method of assembly makes the components reusable, the material loss is reduced, the development concept of green construction is met, and the high-altitude large-span atrium structure is conducive to the promotion and application in the field of building construction technology.

[0017] In order to achieve the above-mentioned second application purpose, the present application adopts the following technical scheme: a construction method of a load-bearing frame structure of a high-altitude large-span atrium structure, comprising the following steps: S1, both ends of the platform main beam are connected to the main structure at the atrium position, and subsequently, platform secondary beams are installed above the platform main beam in sequence to assemble a load-bearing platform; S2, the diagonal struts are connected to the tensile supports pre-buried in the second layer below the atrium structure and the load-bearing platform in sequence; S3, the diagonal bracing beams are connected to the load-bearing platform and the supporting beams in the diagonal bracing supports in sequence, and the diagonal bracing beams are connected at 1 / 4 of the platform main beam; S4, the supporting beams in the diagonal bracing supports are connected to the fixed supports in the main structure frame columns pre-buried in the fourth layer below the atrium structure; S5, a steel pipe scaffold, a stepping plate and a safety net are used to set up an operation and protection platform below the first and second layers of the load-bearing platform, and the operation and protection platform is divided into two layers; S6, an operation platform frame body is set up on the load-bearing platform to perform construction on the atrium structure; S7, after the construction of the atrium structure is completed and the concrete strength of the atrium structure reaches the design requirement, the operation platform frame body, the diagonal bracing beams, the diagonal bracing supports, the diagonal struts, the tensile supports, the load-bearing platform and the operation and protection platform are removed in sequence.

[0018] Compared with the prior art, the beneficial effects of the application are that: the construction method of the high-altitude large-span atrium structure's bearing frame structure in the application greatly reduces the erection time and erection materials of the scaffold by adopting the high-altitude large-span atrium structure's bearing frame structure, i.e. adopting a non-floor-type scaffold structure, and greatly reduces the erection height of the bearing scaffold through the assembly-type construction method, and the material usage of the scaffold is reduced, which can effectively shorten the scaffold erection period and improve the construction efficiency of the high-altitude large-span atrium structure. BRIEF DESCRIPTION OF DRAWINGS

[0019] Figure 1 is a structural schematic diagram of the high-altitude large-span atrium structure's bearing frame structure in the embodiment of the application; Figure 2 is a structural schematic diagram of the bearing platform in the embodiment of the application; Figure 3 is an assembly schematic diagram of the bearing platform and the tensile support in the embodiment of the application; Figure 4 is an assembly schematic diagram of the bearing platform and the inclined support in the embodiment of the application; Figure 5 is a structural schematic diagram of the inclined support in the embodiment of the application.

[0020] Reference signs: 1, bearing platform; 1-1, platform main beam; 1-2, platform secondary beam; 2, inclined pull rod; 2-1, adjusting rod one; 2-2, adjusting rod two; 2-1-1, threaded section; 3, inclined support beam; 4, tensile support; 4-1, pre-buried part; 4-2, tensile connecting seat; 5, inclined support; 5-1, bearing beam; 5-2, fixed support; 6, operation and protection platform; 7, main structure; 8, anti-slip shaft seat; 9, support bracket; 10, anti-slip protection part; 11, operation platform frame body. DETAILED DESCRIPTION

[0021] In order to make the objects, technical solutions and advantages of the present application clearer, the following will describe the present application through specific embodiments shown in the drawings. However, it should be understood that these descriptions are only exemplary and are not intended to limit the scope of the present application. In addition, in the following description, the description of known structures and technologies is omitted to avoid unnecessary confusion of the concept of the present application.

[0022] In the description of the present application, it should be noted that the orientations or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and are not intended to indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0023] The embodiments of the present invention are described in detail below with reference to the accompanying drawings.

[0024] Example: Figures 1 to 5 As shown, a load-bearing frame structure of a high-altitude large-span atrium structure is mainly composed of a load-bearing platform 1, a diagonal brace 2, a diagonal brace beam 3, a tension support 4 and a diagonal brace support 5. It can be installed on the floor structure below the top of the atrium, that is, on the main structure 7. Then, an operating platform frame 11 is erected on the above-mentioned load-bearing platform 1 to construct the atrium structure. Compared with the prior art of erecting a higher scaffolding at the bottom of the atrium, the erection height of the load-bearing scaffolding is greatly reduced. At the same time, the material consumption of the scaffolding is reduced, which can effectively shorten the scaffolding erection period and improve the construction efficiency of the high-altitude large-span atrium structure. Specifically, the above-mentioned tension support 4 and the above-mentioned diagonal brace support 5 are both used to be pre-buried in the main structure 7. The above-mentioned tension support 4 is located above the above-mentioned load-bearing platform 1 and is connected and fixed to the above-mentioned load-bearing platform 1 through the above-mentioned diagonal brace beam 3. The above-mentioned diagonal brace support 5 is located below the above-mentioned load-bearing platform 1 and is connected and fixed to the above-mentioned load-bearing platform 1 through the above-mentioned diagonal brace beam 3. The main function of the tension support 4 is to transfer the tension from the load-bearing platform 1 to the main structure 7, and by being pre-buried in the main structure 7, the tension support 4 can enhance the overall stability of the structure, especially when it is subjected to a large tension. The diagonal brace support 5 can effectively enhance the lateral stiffness of the structure by providing oblique support, and prevent the overall load-bearing frame structure from being excessively deformed under the action of lateral force. The tension support 4 and the diagonal brace support 5 are pre-buried so that the tension support 4, the diagonal brace support 5 and the main structure 7 form a whole, so as to enhance the integrity and continuity of the structure, thereby ensuring the overall stability of the load-bearing frame structure and ensuring safety during construction. The pre-buried method can also reduce the complexity of the subsequent installation process, improve construction efficiency, and reduce construction risks.

[0025] The load-bearing platform 1 in this embodiment is mainly assembled by the platform main beam 1-1 and the platform secondary beam 1-2. The two ends of the platform main beam 1-1 are arranged on the main structure 7, and the platform secondary beam 1-2 is installed above the platform main beam 1-1. A plurality of platform secondary beams 1-2 are arranged at intervals along the length direction of the platform main beam 1-1. The platform main beam 1-1 is the main load-bearing component of the load-bearing platform 1, which is used to bear large loads and transfer the loads to the main structure 7. The two ends of the platform main beam 1-1 are arranged on the main structure 7, which plays a supporting and load transferring role, and reduces the installation difficulty and improves the installation efficiency. The platform secondary beam 1-2 is the secondary load-bearing component of the load-bearing platform 1, which is installed above the platform main beam 1-1. The role of the platform secondary beam 1-2 is to distribute the load on the platform to the platform main beam 1-1, thereby realizing effective load transfer. A plurality of platform secondary beams 1-2 are arranged at intervals along the length direction of the platform main beam 1-1, which can ensure uniform load distribution and improve the overall stability of the platform. The platform main beam 1-1 and the platform secondary beam 1-2 can be connected by detachable connection bolts, so that they can be disassembled for subsequent reuse.

[0026] In order to further ensure the stability of the load-bearing platform 1, in the embodiment, an anti-sliding shaft seat 8 is installed above the platform girder 1-1, the tension support 4 includes a tension embedded part 4-1 and a tension connecting seat 4-2, the tension embedded part 4-1 is used for pre-embedding in the main structure 7, the tension connecting seat 4-2 is an integral structure with the tension embedded part 4-1 and is exposed outside the main structure 7, the inclined pull rod 2 is connected between the anti-sliding shaft seat 8 and the tension connecting seat 4-2, and the load on the load-bearing platform 1 can be dispersed into the main structure 7 through the inclined pull rod 2. The anti-sliding shaft seat 8 and the tension connecting seat 4-2 provide a connection point for the inclined pull rod 2. The anti-sliding shaft seat 8 is installed above the platform girder 1-1, which can also prevent the platform girder 1-1 from sliding under the action of load. The inclined pull rod 2 provides additional tension by connecting the anti-sliding shaft seat 8 and the tension connecting seat 4-2, further enhancing the stability of the platform girder 1-1. The tension support 4 transmits the tension of the inclined pull rod 2 to the main structure 7 through the tension embedded part 4-1, ensuring that the load can be effectively transmitted to the main structure and avoiding local overload. The platform girder 1-1 transmits the load on the platform to the main structure 7, ensuring the overall stability of the structure. The tension connecting seat 4-2 and the tension embedded part 4-1 are an integral structure, which can improve the integrity and reliability of the structure and reduce the probability of separation at the connection between the two. The structure can effectively prevent the platform girder 1-1 from sliding or deforming under the action of load through the combined action of the anti-sliding shaft seat 8 and the inclined pull rod 2, and the tension of the inclined pull rod 2 is transmitted to the main structure 7 through the tension connecting seat 4-2, ensuring that the load can be effectively transmitted and avoiding local overload; through the integrated design and the use of embedded parts, the overall integrity and construction efficiency of the structure are effectively improved.

[0027] Since the installation height of the load-bearing platform 1 may need to be adjusted according to the site, in order to be able to install the load-bearing platform 1 at different heights to meet the needs of different atrium structures, the inclined pull rod 2 in the embodiment is designed as a length-adjustable structure. Specifically, the inclined pull rod 2 can be composed of an adjusting rod one 2-1 and an adjusting rod two 2-2. The adjusting rod one 2-1 is a full-thread rod or has a threaded segment 2-1-1. The adjusting rod two 2-2 has a threaded hole matched with the threaded segment 2-1-1. The length of the adjusting rod one 2-1 located in the adjusting rod two 2-2 can be adjusted by screwing, that is, the length of the whole inclined pull rod 2 is adjusted by rotating the adjusting rod one 2-1 and the adjusting rod two 2-2 to connect with the anti-slip shaft seat 8 on the load-bearing platform 1. The adjusting rod one 2-1 is pivoted with the anti-slip shaft seat 8, and the adjusting rod two 2-2 is pivoted with the tension connection seat 4-2. The pivoting is achieved by a rotating shaft, so that the adjusting rod can rotate within a certain range to adjust the angle, so that the structure can better adapt to different geometric conditions and stress states during installation and use. The pivoting mode provides higher flexibility, so that the adjusting rod can be adjusted in angle according to actual needs, so as to better adapt to complex engineering environment and meet the construction needs of the atrium. The pivoting design also makes the connection between the adjusting rod and the anti-slip shaft seat 8 or the tension connection seat 4-2 more convenient, without the need for complex fixing devices to achieve quick installation, and can effectively transfer the load to the main structure 7 while dispersing the load to avoid local overload. This connection mode can optimize the stress path of the structure, improve the overall stability and reliability of the structure.

[0028] The platform main beam 1-1 in the embodiment is installed below a support seat 9. The upper end of the inclined strut beam 3 is connected with the support seat 9, and the lower end of the inclined strut beam 3 is connected with the inclined strut support 5, so as to ensure the stability of the bottom of the platform main beam 1-1 and avoid the phenomenon of downward movement of the platform main beam 1-1 under heavy load. The inclined strut beam 3 can also be designed as a length-adjustable type, which is similar to the structure of the inclined pull rod 2. Specifically, in order to improve the construction efficiency, the inclined strut support 5 includes a supporting beam 5-1 and a fixed support 5-2. The fixed support 5-2 is used to be fixed in the main structure 7. The supporting beam 5-1 is connected between two fixed supports 5-2 and is arranged towards the inclined strut beam 3 to support the inclined strut beam 3. The contact part between the inclined strut beam 3 and the supporting beam 5-1 is provided with an anti-slip protection piece 10, which is a semi-enclosed structure and is sleeved on one end of the inclined strut beam 3.

[0029] An operation and protection platform 6 is erected below the load-bearing platform 1. The operation and protection platform 6 is composed of steel pipe scaffolding, step board and safety net. The operation and protection platform 6 is a two-layer structure and is erected on the inside frame of the atrium below the load-bearing frame to ensure construction safety.

[0030] The high-altitude large-span atrium structure load-bearing frame structure of the embodiment is simple and ingenious, compared with a traditional floor-type scaffold (the floor-type scaffold is high in height and high in requirement for bearing capacity of a frame body foundation structure), the load-bearing platform 1, the inclined pull rod 2, the inclined support beam 3, the tension support 4 and the inclined support support 5 are arranged, the operation platform frame body is arranged on the load-bearing platform 1 to construct the atrium structure, that is, a non-floor-type scaffold structure is adopted, the erection time and erection materials of the scaffold are greatly reduced, the construction efficiency of the atrium structure is improved, the construction period of the main structure is shortened, the construction safety hazard is reduced, the construction cost investment is reduced, the construction method of assembly makes the components reusable, the material loss is reduced, the green construction development concept is met, and the high-altitude large-span atrium structure is conducive to popularization and application in the field of building construction technology.

[0031] A construction method of a high-altitude large-span atrium structure load-bearing frame structure mainly includes the following steps. S1, both ends of the platform main beam 1-1 are lapped on the main structure 7 at the atrium position, and the platform secondary beam 1-2 is subsequently installed above the platform main beam 1-1 to assemble the load-bearing platform 1; S2, the inclined pull rod 2 is connected with the tension support 4 and the load-bearing platform 1 pre-buried in the second layer below the atrium structure in sequence, wherein the second layer below refers to a position of the second layer from the top layer of the building downwards; S3, the inclined support beam 3 is connected with the load-bearing platform 1 and the bearing beam 5-1 in the inclined support support 5 in sequence, and the inclined support beam 3 is connected at 1 / 4 of the platform main beam 1-1; S4, the bearing beam 5-1 in the inclined support support 5 is connected with the fixed support 5-2 in the frame column of the main structure 7 pre-buried in the fourth layer below the atrium structure; S5, the steel pipe scaffold, the step plate and the safety net are used to erect the operation and protection platform 6 at the first and second layers below the load-bearing platform 1, and the operation and protection platform 6 is divided into upper and lower layers; S6, the operation platform frame body 11 is erected on the load-bearing platform 1 to construct the atrium structure; S7, after the atrium structure construction is completed and the concrete strength of the atrium structure reaches the design requirement, the operation platform frame body 11, the inclined support beam 3, the inclined support support 5, the inclined pull rod 2, the tension support 4, the load-bearing platform 1 and the operation and protection platform 6 are sequentially removed.

[0032] The construction method of the load-bearing frame structure of the high-altitude large-span atrium structure in the embodiment greatly reduces the erection height of the load-bearing scaffold, reduces the material consumption of the scaffold, effectively shortens the scaffold erection period, and improves the construction efficiency of the high-altitude large-span atrium structure.

[0033] The above description of disclosed embodiments enables one skilled in the art to make or use the application. Numerous modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not to be limited to the embodiments described herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

[0034] Although the terms: 1, load-bearing platform; 1-1, platform main beam; 1-2, platform secondary beam; 2, inclined pull rod; 2-1, adjusting rod one; 2-2, adjusting rod two; 2-1-1, threaded section; 3, inclined support beam; 4, tension support; 4-1, pre-embedded part; 4-2, tension connection seat; 5, inclined support seat; 5-1, supporting beam; 5-2, fixed support; 6, operation and protection platform; 7, main structure; 8, anti-slip shaft seat; 9, support seat; 10, anti-slip protection part; 11, operation platform frame body, etc. are used more frequently in the text, the possibility of using other terms is not excluded. The use of these terms is only for the convenience of describing and explaining the essence of the application; any interpretation of them as any kind of additional limitation is contrary to the spirit of the application.

Claims

1. A load-bearing frame structure for a high-altitude, large-span atrium structure, characterized by: The invention comprises a load-bearing platform (1), a diagonal brace (2), a diagonal brace beam (3), a tension support (4) and a diagonal brace support (5); an operating platform frame (11) is set up on the load-bearing platform (1) for constructing the atrium structure; the tension support (4) and the diagonal brace support (5) are both used to be pre-buried inside the main structure (7); the tension support (4) is located above the load-bearing platform (1) and is connected and fixed to the load-bearing platform (1) through the diagonal brace beam (2); the diagonal brace support (5) is located below the load-bearing platform (1) and is connected and fixed to the load-bearing platform (1) through the diagonal brace beam (3).

2. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 1, characterized in that: The load-bearing platform (1) comprises a platform main beam (1-1) and a platform secondary beam (1-2), both ends of the platform main beam (1-1) are mounted on the main structure (7), the platform secondary beam (1-2) is installed above the platform main beam (1-1), and a plurality of the platform secondary beams (1-2) are arranged at intervals along the length direction of the platform main beam (1-1).

3. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 2, characterized in that: An anti-slip shaft seat (8) is installed above the platform main beam (1-1), the tension support (4) includes a tension embedded part (4-1) and a tension connection seat (4-2), the tension embedded part (4-1) is used inside the main structure (7), the tension connection seat (4-2) and the tension embedded part (4-1) are an integrated structure and exposed to the main structure (7), and the inclined rod (2) is connected between the anti-slip shaft seat (8) and the tension connection seat (4-2).

4. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 3, characterized in that: The inclined tie rod (2) is a length-adjustable structure, comprising an adjusting rod 1 (2-1) and an adjusting rod 2 (2-2); the adjusting rod 1 (2-1) is a threaded rod or has a threaded section (2-1-1); the adjusting rod 2 (2-2) has a threaded hole adapted to the threaded section (2-1-1); the length of the adjusting rod 1 (2-1) within the adjusting rod 2 (2-2) is adjustable by screwing; the adjusting rod 1 (2-1) is pivotally connected to the anti-slip shaft seat (8); and the adjusting rod 2 (2-2) is pivotally connected to the tension connection seat (4-2).

5. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 3, characterized in that: A support bracket (9) is installed below the platform main beam (1-1), the upper end of the diagonal bracing beam (3) is connected to the support bracket (9), and the lower end of the diagonal bracing beam (3) is connected to the diagonal bracing support (5).

6. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 5, characterized in that: The diagonal bracing support (5) comprises a supporting beam (5-1) and a fixed support (5-2), wherein the fixed support (5-2) is used to be fixed in the main structure (7), and the supporting beam (5-1) is connected between the two fixed supports (5-2) and is arranged toward the diagonal bracing beam (3) to support the diagonal bracing beam (3).

7. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 6, characterized in that: An anti-slip protection piece (10) is provided at the contact point between the diagonal support beam (3) and the supporting beam (5-1).

8. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 7, characterized in that: The anti-slip protection member (10) is a semi-enclosed structure sleeved on one end of the diagonal support beam (3), or the anti-slip protection member (10) is an anti-slip pad-shaped structure.

9. The load-bearing frame structure of a high-altitude, large-span atrium structure according to claim 1, characterized in that: An operating and protection platform (6) is provided below the load-bearing platform (1).

10. A construction method for a load-bearing frame structure of a high-altitude, large-span atrium structure, using the load-bearing frame structure of any one of claims 1 to 9, characterized in that: The following steps are involved: S1. At the atrium position, both ends of the platform main beam (1-1) are overlapped on the main structure (7), and then the platform secondary beams (1-2) are installed in sequence above the platform main beam (1-1) to assemble into a load-bearing platform (1); S2. The inclined tie rods (2) are sequentially connected to the tension supports (4) and the load-bearing platform (1) embedded in the second floor of the atrium structure; S3. The diagonal bracing beams (3) are sequentially connected to the load-bearing platform (1) and the supporting beams (5-1) in the diagonal bracing supports (5), and the diagonal bracing beams (3) are connected to 1 / 4 of the platform main beam (1-1); S4. The supporting beams (5-1) in the diagonal bracing supports (5) are connected to the main structure embedded in the fourth floor of the atrium structure; S5. Use steel pipe scaffolding, stepping plates and safety nets to build an operation and protection platform (6) on the first and second floors below the load-bearing platform (1). The operation and protection platform (6) is divided into two layers, upper and lower. S6. Build an operation platform frame (11) on the load-bearing platform (1) to construct the atrium structure. S7. After the construction of the atrium structure is completed and the concrete strength of the atrium structure reaches the design requirements, the operation platform frame (11), diagonal bracing beams (3), diagonal bracing supports (5), diagonal tie rods (2), tension supports (4), the load-bearing platform (1) and the operation and protection platform (6) are dismantled in sequence.

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