Recyclable steel structure circular batter post temporary connecting and fixing structure
Through the use of temporary fixed units in the construction of the steel structure circular oblique column construction, including hug, slot steel and high -strength bolts, the problem of welding bias, material damage and construction time consumption of traditional temporary reinforcement methods has been solved. The effect of improving construction efficiency and enhancing flexibility.
Patent Information
- Application Number
- CN202420350975.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-02-26
- Publication Date
- 2025-01-24
- Estimated Expiration
- 2034-02-26
AI Technical Summary
During the construction of circular inclined columns in steel structures, traditional temporary reinforcement methods have problems such as welding deviation, material damage and construction time, which affects construction efficiency and safety.
Using a cyclic -used steel structure round diagonal column temporary connection fixed structure, temporary fixed units are set up on the upper circular oblique column, including hug, slot steel, and lower high -strength bolts to achieve the lower circular oblique column of the lower circle oblique column Stable connection.
The installation process is simplified, the construction efficiency is improved, the complicated welding process is avoided, the technical requirements are reduced, and the potential damage to the integrity of the oblique column structure is reduced by dismantability, providing greater flexibility and adaptability.
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Figure CN222391033U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel structure construction, in particular to a circular inclined column temporary connection fixing structure of a steel structure which can be recycled. Background Art
[0002] In modern construction, especially in the construction of high-rise buildings and large public facilities, circular inclined columns are often involved in hoisting and installation. Temporary reinforcement is required during the construction of circular inclined columns of steel structures. The stability and safety of the inclined column docking are very important. It is required to use a temporary connection and stable and reliable temporary reinforcement method before tightening the high-strength bolts after the inclined columns are docked. The traditional method is usually to weld two channel steels on the back of the inclined column as fixed points before the steel structure of the inclined column is hoisted to provide support during docking. There is a certain deviation in the angle of the welding point, and the early welding and later cutting have great damage to the original material. In addition, its fixing method is time-consuming and not conducive to rapid installation and dismantling. Utility Model Content
[0003] The utility model aims to provide a recyclable steel structure circular inclined column temporary connection fixing structure, and aims to solve the technical problems mentioned in the above background technology.
[0004] In order to achieve the above purpose, the utility model adopts the following technical solutions:
[0005] The bolt is affixed to the upper and lower portions of the circular inclined column, the bolt being fixed to the upper and lower portions of the circular inclined column by the bolt, and the bolt being fixed to the lower and lower portions of the circular inclined column by the bolt.
[0006] Furthermore, the distance between the end of the channel steel away from the clamp and the clamp is greater than the distance between the clamp and the lower end of the upper circular inclined column.
[0007] Furthermore, the two connecting plates on the semicircular hoop are parallel and on the same plane.
[0008] Furthermore, the length of the channel steel is 700~1000mm.
[0009] Furthermore, the connecting plate and the semicircular hoop are integrally cast.
[0010] Compared with the prior art, the utility model has the following characteristics and beneficial effects:
[0011] The utility model arranges a temporary fixing unit on the upper circular inclined column, the temporary fixing unit comprises a clamp, a channel steel arranged on the clamp, and a lower high-strength bolt arranged on the channel steel, the clamp is fixed to the lower end of the upper circular inclined column, and the lower high-strength bolt abuts against the lower circular inclined column, which effectively simplifies the installation process and significantly improves the construction efficiency. Since complicated welding procedures are avoided, the technical requirements for construction personnel are reduced. At the same time, the detachability of the temporary fixing unit reduces the potential damage to the structural integrity of the inclined column during the construction process, provides greater flexibility and adaptability, and can be efficiently used in various construction environments. It has the characteristics of safety and applicability, has good promotion and practical value, and will produce good economic benefits after wide promotion and application. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0013] Figure 2 for Figure 1 Schematic diagram of the cross-sectional structure at position 1-1;
[0014] Figure 3 for Figure 1 Schematic diagram of the cross-sectional structure at position 2-2.
[0015] Figure numerals: 1. upper circular inclined column; 2. lower circular inclined column; 3. clamp; 4. channel steel; 5. lower high-strength bolt; 6. connecting plate; 7. upper high-strength bolt. DETAILED DESCRIPTION
[0016] In order to make the technical means, innovative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below.
[0017] The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.
[0018] The utility model discloses a recyclable steel structure circular inclined column temporary connection fixing structure, such as Figures 1 to 3 As shown, it includes an upper circular inclined column 1 and a lower circular inclined column 2 which are relatively butt-jointed, and a temporary fixing unit arranged on the upper circular inclined column 1, the temporary fixing unit includes a hoop 3, a channel steel 4 arranged on the hoop 3, and a lower high-strength bolt 5 arranged on the channel steel 4, the hoop 3 is a circular ring structure, the inner diameter of the hoop 3 is the same as the outer diameter of the upper circular inclined column 1, the hoop 3 is clamped and fixed to the lower end of the upper circular inclined column 1, the hoop 3 includes two semicircular hoops, the semicircular hoops are semicircular ring structures, and connecting plates 6 are arranged on the outer sides of both ends of the semicircular hoops, the two connecting plates 6 on the semicircular hoops are parallel and on the same plane, a connecting hole is opened on the connecting plate 6, an upper high-strength bolt 7 is arranged in the connecting hole, the two semicircular hoop ring mouths are arranged opposite to each other, and the two semicircular hoops are connected and fixed by the upper high-strength bolt 7, so that The hoop 3 is clamped on the upper circular inclined column 1. There are four channel steels 4 on the hoop 3. The four channel steels 4 are evenly distributed on the two semicircular hoops. One end of the channel steel 4 is welded and fixed to the outer side of the semicircular hoop. The end of the channel steel 4 away from the semicircular hoop faces the lower end of the upper circular inclined column 1. The distance between the end of the channel steel 4 away from the hoop 3 and the hoop 3 is greater than the distance between the hoop 3 and the lower end of the upper circular inclined column 1. A threaded hole is provided at the end of the channel steel 4 away from the hoop 3. The lower high-strength bolt 5 is threadedly connected with the threaded hole. The lower high-strength bolt 5 abuts against the lower circular inclined column 2. The length of the channel steel 4 is 700~1000mm. The semicircular hoop is made of Q355A-Q355E steel. The thickness of the semicircular hoop is 40mm and the height is 200mm. The connecting plate 6 is made of the same material as the semicircular hoop and is cast as one piece.
[0019] During installation, after the semicircular hoop is welded to the channel steel 4, it is assembled together with the upper circular inclined column 1 and then hoisting operation is performed. After the upper circular inclined column 1 and the lower circular inclined column 2 are lifted and connected, the lower high-strength bolts 5 are passed through the channel steel 4 and fixed to the lower circular inclined column 2.
[0020] The utility model arranges a temporary fixing unit on the upper circular inclined column, the temporary fixing unit comprises a clamp, a channel steel arranged on the clamp, and a lower high-strength bolt arranged on the channel steel, the clamp is fixed to the lower end of the upper circular inclined column, and the lower high-strength bolt abuts against the lower circular inclined column, which effectively simplifies the installation process and significantly improves the construction efficiency. Since complicated welding procedures are avoided, the technical requirements for construction personnel are reduced. At the same time, the detachability of the temporary fixing unit reduces the potential damage to the structural integrity of the inclined column during the construction process, provides greater flexibility and adaptability, and enables it to be efficiently used in various construction environments.
[0021] The above shows and describes the basic principles and main features of the utility model and the advantages of the utility model. For those skilled in the art, it is obvious that the utility model is not limited to the details of the above exemplary embodiments, and can be implemented in other specific forms without departing from the spirit or basic features of the utility model. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the utility model is limited by the attached claims rather than the above description, and it is intended to include all changes within the meaning and scope of the equivalent elements of the claims. Any figure mark in the claims should not be regarded as limiting the claims involved.
[0022] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.
Claims
1. A reusable steel structure circular inclined column temporary connection fixing structure, characterized by: The invention comprises an upper circular inclined column (1) and a lower circular inclined column (2) which are arranged to be butt-jointed with each other, and a temporary fixing unit arranged on the upper circular inclined column (1), wherein the temporary fixing unit comprises a hoop (3), a channel steel (4) arranged on the hoop (3), and a lower high-strength bolt (5) arranged on the channel steel (4), wherein the hoop (3) is a circular ring structure, wherein the inner diameter of the hoop (3) is the same as the outer diameter of the upper circular inclined column (1), and the hoop (3) is clamped and fixed at the lower end of the upper circular inclined column (1), and the hoop (3) comprises two semicircular hoops, and the outer sides of both ends of the semicircular hoops are provided with A connecting plate (6) is provided, a connecting hole is provided on the connecting plate (6), an upper high-strength bolt (7) is provided in the connecting hole, and the two semicircular hoops are connected and fixed by the upper high-strength bolt (7). The number of channel steels (4) on the clamp (3) is four, and the four channel steels (4) are evenly distributed on the two semicircular hoops. One end of the channel steel (4) is welded and fixed to the outer side of the semicircular hoop, and a threaded hole is provided at the end of the channel steel (4) away from the clamp (3). The lower high-strength bolt (5) is threadedly connected to the threaded hole, and the lower high-strength bolt (5) abuts against the lower circular inclined column (2).
2. The reusable steel structure circular inclined column temporary connection fixing structure according to claim 1 is characterized by: The distance between the end of the channel steel (4) away from the hoop (3) and the hoop (3) is greater than the distance between the hoop (3) and the lower end of the upper circular inclined column (1).
3. The reusable steel structure circular inclined column temporary connection fixing structure according to claim 2 is characterized by: The two connecting plates (6) on the semicircular hoop are parallel and on the same plane.
4. The reusable steel structure circular inclined column temporary connection fixing structure according to claim 3 is characterized by: The length of the channel steel (4) is 700-1000 mm.
5. A reusable steel structure circular inclined column temporary connection fixing structure according to any one of claims 1 to 4, characterized in that: The connecting plate (6) and the semicircular hoop are integrally cast and formed.