CN223175706U - A tower crane attachment reinforcement structure - Google Patents

A tower crane attachment reinforcement structure

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Publication number
CN223175706U
CN223175706U CN202422464658.XU CN202422464658U CN223175706U CN 223175706 U CN223175706 U CN 223175706U CN 202422464658 U CN202422464658 U CN 202422464658U CN 223175706 U CN223175706 U CN 223175706U
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China
Prior art keywords
support
embedded part
tower crane
embedded
structural
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Active
Application number
CN202422464658.XU
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Chinese (zh)
Inventor
钟志锋
欧子恒
许龙辉
王晓亮
陈毅华
黄诗雅
欧阳贺权
钟超俊
樊瑞瑞
钟璨琼
朱建航
叶志强
曾锦瑞
骆伟城
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Guangzhou Construction Co Ltd
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Guangzhou Construction Co Ltd
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Priority to CN202422464658.XU priority Critical patent/CN223175706U/en
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Abstract

本申请公开了一种塔吊附着加固结构,包括支撑组件,所述支撑组件设在位于前方的第一支撑体和位于后方的第二支撑体之间,所述第一支撑体内设有结构柱,所述第二支撑体内设有第二结构梁;第一预埋件,所述第一预埋件设在所述支撑组件上,所述第一预埋件预埋在所述结构柱中;第二预埋件,所述第二预埋件设在所述支撑组件上,所述第二预埋件预埋在所述第二结构梁中;第三预埋件,所述第三预埋件设在所述支撑组件的前端,第一支撑体的前侧设有第一结构梁,所述第三预埋件预埋在所述第一结构梁内,所述第一结构梁上在设有所述第三预埋件的所在位置处形成吊塔附着连接点,该塔吊附着加固结构使建筑主体结构的刚度满足于塔吊附着要求,提升施工的稳定性。

The present application discloses a tower crane attachment reinforcement structure, including a support assembly, wherein the support assembly is arranged between a first support body located in the front and a second support body located in the rear, a structural column is provided in the first support body, and a second structural beam is provided in the second support body; a first embedded part, wherein the first embedded part is arranged on the support assembly, and the first embedded part is embedded in the structural column; a second embedded part, wherein the second embedded part is arranged on the support assembly, and the second embedded part is embedded in the second structural beam; a third embedded part, wherein the third embedded part is arranged at the front end of the support assembly, the first structural beam is provided on the front side of the first support body, and the third embedded part is embedded in the first structural beam, and a tower crane attachment connection point is formed on the first structural beam at the position where the third embedded part is provided. The tower crane attachment reinforcement structure enables the rigidity of the building main structure to meet the tower crane attachment requirements and improves the stability of construction.

Description

Tower crane attachment reinforcing structure
Technical Field
The application is used in the technical field of tower crane attachment construction, and particularly relates to a tower crane attachment reinforcing structure.
Background
The tower crane is an important machine in a construction site, the operation safety of the tower crane needs to be focused, the constraint force is mainly provided by virtue of the attachment device during the normal operation of the tower crane, the main structure of the building is required to be reinforced or a special attachment device is designed for the condition that the rigidity of the main structure of the building does not meet the attachment requirement of the tower crane, so the attachment device of the tower crane is a key for ensuring the safe and stable operation of the tower crane, the design of the attachment device needs to comprehensively consider various factors such as the structural strength of the building, the weight of the tower crane and the operation space, and the like, the attachment requirement of the tower crane can be met for the building with higher structural integral rigidity, the tower crane attachment only needs to select a conventional attachment member, but special technical treatment is required for the condition that the lateral rigidity of the building does not meet the attachment requirement of the tower crane, or the main structure of the building is reinforced to promote the integral rigidity, or the special attachment frame is adopted to exert the integral rigidity of the building as much as possible, the cross section size of the building structural member is increased, or the special support component is adopted to specially make the special construction use space is changed, and the design and the manufacturing consumption is higher.
Disclosure of utility model
The application aims to at least solve one of the technical problems in the prior art and provide a tower crane attaching and reinforcing structure which can enable the rigidity of a main building structure to meet the attaching requirement of a tower crane and improve the construction stability of the tower crane.
The technical scheme adopted for solving the technical problems is as follows:
a tower crane attachment reinforcing structure comprises
The support assembly is arranged between a first support body positioned in front and a second support body positioned in rear, a structural column is arranged in the first support body, and a second structural beam is arranged in the second support body;
The first embedded part is arranged on the supporting component and is embedded in the structural column;
The second embedded part is arranged on the supporting component and is embedded in the second structural beam;
The third embedded part is arranged at the front end of the supporting component, a first structural beam is arranged at the front side of the first supporting body, the third embedded part is embedded in the first structural beam, and a crane attachment connection point is formed at the position where the third embedded part is arranged on the first structural beam.
In some embodiments of the present application, the support assembly includes a first support rod disposed along a left-right direction, the first support body is provided with the structural columns at intervals along the left-right direction, and the left and right sides of the first support rod are provided with the first embedded parts.
In some embodiments of the present application, the first embedded part includes a first support plate and a first hook, the first support plate is welded at an end of the first support rod, and the first hook is connected with the stressed steel bar in the structural column.
In some embodiments of the present application, the support assembly includes a second support rod disposed along a front-rear direction, the second support body is internally provided with the second structural beams at intervals along a left-right direction, and both sides of a rear end of the second support rod are provided with the first embedded parts.
In some embodiments of the present application, the second embedded part includes a second support plate and a second hook, the second support plate is welded at the rear end of the second support rod, and the second hook is connected with the stressed steel bar in the second structural beam.
In some embodiments of the present application, the support assembly includes a third support rod disposed along a front-rear direction, a front end of the third support rod is connected to the third embedded part, and a rear end of the third support rod is connected to an intermediate position of the first support rod.
In some embodiments of the present application, the third embedded part includes a third support plate and a third hook, where the third support plate is welded at the front end of the third support rod, and the third hook is connected with the stressed steel bar in the first structural beam.
In some embodiments of the present application, the support assembly includes a fourth support bar horizontally disposed, a front end of the fourth support bar is connected to the middle position of the first support bar, and a rear end of the fourth support bar is connected to a front end of the second support bar.
In some embodiments of the present application, a fourth embedded part is disposed between the second support rod and the fourth support rod, and the fourth embedded part is embedded at the rear end of the structural column.
In some embodiments of the present application, the fourth embedded part includes a fourth supporting plate and a fourth hook, the fourth supporting plate is welded with the second supporting rod and the fourth supporting rod, and the fourth hook is connected with the stressed steel bar of the structural column.
The tower crane attaching and reinforcing structure has at least one of the following advantages or beneficial effects that the tower crane attaching and reinforcing structure adopts the supporting component to reinforce the building main structure, a hollow area is formed between the first supporting body and the second supporting body of the building main structure, the supporting component is firmly connected with the structural column and the second structural beam through the first embedded part and the second embedded part, the connection between the first supporting body and the second supporting body is strengthened, the stable connection between the supporting component and the first supporting body and the second supporting body is realized, the integrity of the building main structure is improved, the tower crane attaching and reinforcing structure is formed at the position where the third embedded part is arranged on the first structural beam, the tower crane attaching and reinforcing structure enables the tower crane attaching force to be effectively transferred to the structural column and the second structural beam, the overall stability of the structure is improved, the rigidity of the building main structure is enabled to meet the attaching requirement of the tower crane, the stability of the construction of the tower crane is improved, the original design scheme of the building main structure is not damaged, the first embedded part and the second embedded part is connected with the first embedded part, the positioning and the positioning mode is simple, and the error of the supporting component is only required to be controlled, and the horizontal error is small.
Additional aspects and advantages of the application will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the application.
Drawings
The foregoing and/or additional aspects and advantages of the application will become apparent and may be better understood from the following description of embodiments taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic diagram of one embodiment of the present application;
FIG. 2 is a perspective view of one embodiment of the present application;
FIG. 3 is a perspective view of one embodiment of a third embedment in accordance with the application.
Detailed Description
Reference will now be made in detail to the present embodiments of the present application, examples of which are illustrated in the accompanying drawings, wherein the accompanying drawings are used to supplement the description of the written description so that one can intuitively and intuitively understand each technical feature and overall technical scheme of the present application, but not to limit the scope of the present application.
In the present application, if directions (up, down, left, right, front and rear) are described, they are merely for convenience of description of the technical solution of the present application, and do not indicate or imply that the technical features must be in a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application.
In the present application, "a plurality of" means one or more, and "a plurality of" means two or more, and "greater than", "less than", "exceeding", etc. are understood to not include the present number, and "above", "below", "within", etc. are understood to include the present number. In the description of the present application, the description of "first" and "second" if any is used solely for the purpose of distinguishing between technical features and not necessarily for the purpose of indicating or implying a relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the present application, unless explicitly defined otherwise, terms such as "providing," "mounting," "connecting," and the like should be construed broadly, and may, for example, be directly connected or indirectly connected through an intermediate medium, or may be fixedly connected or may be detachably connected or may be integrally formed, or may be mechanically connected or may be electrically connected or may be capable of communicating with each other, or may be internal to two elements or may be in interaction with each other. The specific meaning of the words in the application can be reasonably determined by a person skilled in the art in combination with the specific content of the technical solution.
Wherein fig. 1, fig. 2 and fig. 3 show reference direction coordinate systems of embodiments of the present application, and the embodiments of the present application are described below with reference to the directions shown in fig. 1, fig. 2 and fig. 3.
The embodiment of the application provides a tower crane attaching and reinforcing structure, referring to fig. 1, 2 and 3, comprising a supporting component 300, a first embedded part 400, a second embedded part 500 and a third embedded part 600, wherein the supporting component 300 is arranged between a first supporting body 100 positioned in front and a second supporting body 200 positioned behind, a structural column 110 is arranged in the first supporting body 100, a second structural beam 210 is arranged in the second supporting body 200, the first embedded part 400 is arranged on the supporting component 300, the first embedded part 400 is embedded in the structural column 110, the second embedded part 500 is arranged on the supporting component 300, the second embedded part 500 is embedded in the second structural beam 210, the third embedded part 600 is arranged at the front end of the supporting component 300, the first side of the first supporting body is provided with a first structural beam 120, the third embedded part 600 is embedded in the first structural beam 120, and a tower crane connecting point is formed at the position where the third embedded part 600 is arranged on the first structural beam 120.
The tower crane attachment reinforcing structure adopts the supporting component 300 to reinforce the building main structure, a hollow area is formed between the first supporting body 100 and the second supporting body 200 of the building main structure, the supporting component 300 is firmly connected with the structural columns 110 and the second structural beams 210 through the first embedded part 400 and the second embedded part 500, the connection between the first supporting body 100 and the second supporting body 200 is enhanced, the stable connection between the supporting component 300 and the first supporting body 100 and the second supporting body 20 is realized, the integrity of the building main structure is improved, the tower crane attachment connecting point is formed at the position where the third embedded part 600 is arranged on the first structural beam 120, the tower crane attachment connecting point is directly connected with a tower crane, the tower crane attachment reinforcing structure enables the tower crane attachment force to be effectively transferred onto the structural columns 110 and the second structural beams 210, the overall stability of the building main structure is improved, the rigidity of the building main structure is met with the tower crane attachment requirement, the construction stability is improved, the original design scheme of the building is not damaged, the building main structure is not damaged, the first embedded part 400 and the second embedded part 500 is simply connected, the positioning component is controlled in a low in difficulty, and the horizontal error is small.
In some embodiments, the support assembly 300 includes a first support rod 310 disposed along a left-right direction, structural columns 110 are disposed in the first support body 100 at intervals along the left-right direction, first embedded parts 400 are disposed on left and right sides of the first support rod 310, the first support rod 310 is disposed to adopt a scheme of externally connecting a support frame, an original design scheme of a building is not changed, a main structure of the building is not damaged, and the support frame is simple to splice.
In some embodiments, the first embedded part 400 includes a first support plate 410 and a first hook 420, the first support plate 410 is welded at the end of the first support rod 310, the first hook 420 is connected with the stressed steel bar in the structural column 110, the connection stability is improved, the first support rod 310 is horizontally arranged, the first support rod 310 is connected with the first support plate 410 in a welding manner, the connection manner is simple to position, only the horizontal position of the first support rod 310 needs to be controlled, the error is small, a worker only needs to weld horizontally, and the construction difficulty is small. In general, the assembly and the disassembly are simple, and the construction is convenient.
In some embodiments, the support assembly 300 includes a second support rod 320 disposed along a front-rear direction, and second structural beams 210 are disposed in the second support body 200 at intervals along a left-right direction, and first embedded parts 400 are disposed on two sides of a rear end of the second support rod 320.
In some embodiments, the second embedded part 500 includes a second support plate 510 and a second hook 520, the second support plate 510 is welded at the rear end of the second support bar 320, and the second hook 520 is connected with the stress reinforcement bar in the second structural beam 210.
In some embodiments, the support assembly 300 includes a third support bar 330 disposed in the front-rear direction, the front end of the third support bar 330 is connected to the third embedded part 600, and the rear end of the third support bar 330 is connected to the first support bar 310 at an intermediate position.
In some embodiments, the third embedded part 600 includes a third support plate 610 and a third hook 620, the third support plate 610 is welded at the front end of the third support rod 330, and the third hook 620 is connected with the stressed steel bar in the first structural beam 120.
The rear side of the third support plate 610 is welded to the third support bar 330, the front side of the third support plate 610 is provided with a reinforcing rib 640, the bottom of the third support plate 620 is provided with a mounting plate 630, and the third hooks 620 are provided at the bottom of the mounting plate.
In some embodiments, the support assembly 300 includes a fourth support rod 340 horizontally disposed, the front end of the fourth support rod 340 is connected to the middle position of the first support rod 310, the rear end of the fourth support rod 340 is connected to the front end of the second support rod 320, the tower attachment reinforcement structure is formed by mutually connecting the first support rod 310, the second support rod 320, the third support rod 330 and the fourth support rod 340, and a plurality of rods are connected to the beam-column structures (the structural column 110, the first structural beam 120 and the second structural beam 210) of the building main structure, so that the connection between building structural members is enhanced, the integrity of the building main structure is improved, the structural form of the multi-rod structure can be flexibly adjusted according to the beam-column arrangement of the building, and the multi-rod structure has wide applicability to engineering projects of different building space layouts
In some embodiments, a fourth embedded part 700 is arranged between the second supporting rod 320 and the fourth supporting rod 340, and the fourth embedded part 700 is embedded at the rear end of the structural column 110, so that the overall stability of the tower crane attaching reinforcement structure is improved.
In some embodiments, the fourth embedded part 700 includes a fourth support plate 710 and a fourth hook 720, the fourth support plate 710 is welded with the second support rod 320 and the fourth support rod 340, and the fourth hook 720 is connected with the stress steel bar of the structural column 110, so that the fourth embedded part 700 is firmly connected with the structural column 110.
After the building is completed, the support assembly 300 is dismantled after the tower crane is dismantled, the connection between each support rod and each embedded part is disconnected firstly in the dismantling process, and finally, the connection between each embedded part and the main structure of the building is dismantled, the tower crane attachment reinforcing structure adopts a multi-connecting-rod support frame scheme, the structural form is simple, the force transfer system is clear and definite, the optimal structural system is realized through design, calculation and analysis, the external connection form is adopted to be connected with the main structure, the original main structure of the building is not influenced, the installation and the disassembly are convenient, the connection with the beam column of the first structure is stable, the original transverse structural rigidity of the main body of the building is fully utilized, and the more beneficial reinforcing effect is achieved through simpler component combination.
In the description of the present specification, reference to the terms "example," "embodiment," or "some embodiments," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the application. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The present application is, of course, not limited to the above-described embodiments, and one skilled in the art can make equivalent modifications or substitutions without departing from the spirit of the application, and these equivalent modifications or substitutions are intended to be included in the scope of the present application as defined in the appended claims.

Claims (10)

1. The utility model provides a tower crane adheres to reinforced structure which characterized in that includes
The support assembly is arranged between a first support body positioned in front and a second support body positioned in rear, a structural column is arranged in the first support body, and a second structural beam is arranged in the second support body;
The first embedded part is arranged on the supporting component and is embedded in the structural column;
The second embedded part is arranged on the supporting component and is embedded in the second structural beam;
The third embedded part is arranged at the front end of the supporting component, a first structural beam is arranged at the front side of the first supporting body, the third embedded part is embedded in the first structural beam, and a crane attachment connection point is formed at the position where the third embedded part is arranged on the first structural beam.
2. The tower crane attachment reinforcement structure according to claim 1, wherein the support assembly comprises first support rods arranged in the left-right direction, the structural columns are arranged in the first support bodies at intervals in the left-right direction, and the first embedded parts are arranged on the left side and the right side of the first support rods.
3. The tower crane attachment reinforcement structure of claim 2, wherein the first embedment includes a first support plate and a first hook, the first support plate being welded to an end of the first support rod, the first hook being coupled to a stressed rebar within the structural column.
4. The tower crane attachment reinforcement structure according to claim 2, wherein the support assembly comprises second support rods arranged along the front-rear direction, the second structural beams are arranged in the second support bodies at intervals along the left-right direction, and the first embedded parts are arranged on two sides of the rear ends of the second support rods.
5. The tower crane attachment strengthening structure of claim 4, wherein the second embedded part comprises a second support plate and a second hook, the second support plate is welded at the rear end of the second support rod, and the second hook is connected with the stressed steel bar in the second structural beam.
6. The tower crane attachment strengthening structure according to claim 4, wherein the support assembly comprises a third support rod arranged along the front-rear direction, the front end of the third support rod is connected with the third embedded part, and the rear end of the third support rod is connected with the middle position of the first support rod.
7. The tower crane attachment strengthening structure of claim 6, wherein the third embedded part comprises a third support plate and a third hook, the third support plate is welded at the front end of the third support rod, and the third hook is connected with the stressed steel bar in the first structural beam.
8. The tower crane attachment strengthening structure of claim 4, wherein the support assembly comprises a fourth support bar horizontally disposed, a front end of the fourth support bar being coupled to the first support bar at an intermediate location, and a rear end of the fourth support bar being coupled to the front end of the second support bar.
9. The tower crane attachment reinforcement structure of claim 8, wherein a fourth embedded part is arranged between the second support rod and the fourth support rod, and the fourth embedded part is embedded at the rear end of the structural column.
10. The tower crane attachment strengthening structure of claim 9, wherein the fourth embedment includes a fourth support plate and a fourth hook, the fourth support plate being welded to the second support rod and the fourth support rod, the fourth hook being connected to the stressed rebar within the structural column.
CN202422464658.XU 2024-10-11 2024-10-11 A tower crane attachment reinforcement structure Active CN223175706U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202422464658.XU CN223175706U (en) 2024-10-11 2024-10-11 A tower crane attachment reinforcement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202422464658.XU CN223175706U (en) 2024-10-11 2024-10-11 A tower crane attachment reinforcement structure

Publications (1)

Publication Number Publication Date
CN223175706U true CN223175706U (en) 2025-08-01

Family

ID=96535588

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202422464658.XU Active CN223175706U (en) 2024-10-11 2024-10-11 A tower crane attachment reinforcement structure

Country Status (1)

Country Link
CN (1) CN223175706U (en)

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