Steel structure beam column through type integrated beam support connecting joint

Through the integrated beam-branch connection node of steel structure beam-column through-type integrated beam-branch connection node, the problems of high connection cost and low installation efficiency of steel columns and steel beams in the prior art are solved, and the effect of reducing the amount of steel used and improving the installation efficiency is achieved. A more economical and reliable node structure.

CN222206759UActive Publication Date: 2024-12-20HUNAN TIGER CONSTR TECH CO LTD
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Patent Information

Application Number
CN202421421412.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-21
Publication Date
2024-12-20
Estimated Expiration
2034-06-21

AI Technical Summary

Technical Problem

In existing prefabricated steel structures, the connection methods between steel columns and steel beams (such as end plate connections and mortise and tenon connections) lead to high costs, complex installation and low efficiency, which limits the development of the building.

Method used

The steel structure beam-column is connected to the nodes through the integrated beam-column, and the steel columns are penetrated from multiple directions and fixed by welding. The steel beam is installed in the beam-column, and high-performance concrete is filled in the steel column to form an integral part. Connect to the node.

Benefits of technology

The amount of steel used in the structure is reduced, the installation efficiency is improved, and the node manufacturing is completed in the factory, ensuring construction quality, and reducing the complexity and cost of on-site installation.

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Abstract

A steel structure beam column through type integrated beam support connecting node belongs to the field of constructional engineering assembly type steel structures, the connecting node comprises a steel column, an integrated beam support and a steel beam, the integrated beam support penetrates through the steel column from one or two directions and is fixed through welding, the steel beam is installed in the integrated beam support, and the integrated beam support is connected with the steel beam. And fixing is carried out through welding. The utility model can overcome the defects that the traditional steel structure beam column connecting node has a large number of components and is complicated to manufacture and install, has the advantages of simple structure, good performance, low cost, high construction efficiency and the like, and can provide a more economical and reliable node structure for the field of assembly type steel structures.
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Description

Technical Field

[0001] The utility model belongs to the field of assembled steel structures of building projects, and particularly relates to a steel structure beam-column through-type integrated beam support connection node. Background Art

[0002] At present, steel columns and steel beams are generally connected by end plate connection or mortise and tenon connection. The end plate connection method greatly increases the amount of structural steel, resulting in a sharp increase in costs; the mortise and tenon connection has a complex structure and requires high processing accuracy; and the above two connection methods require a large amount of on-site welding, high requirements for weld quality, and low on-site installation efficiency, which restricts the development of steel structure prefabricated buildings. In this regard, it is urgent to propose a new design for the connection between steel columns and steel beams to reduce the connection cost and improve the installation efficiency while ensuring the safety of the node structure. Utility Model Content

[0003] The technical problem to be solved by the utility model is to provide a steel structure beam-column through-type integrated beam support connection node which can reduce connection cost and improve installation efficiency under the premise of ensuring the safety of the node structure.

[0004] The technical solution adopted by the utility model to solve its technical problems is:

[0005] A steel structure beam-column through-type integrated beam support connection node comprises a steel column, an integrated beam support and a steel beam, wherein the integrated beam support penetrates the steel column from one or two directions and is fixed by welding, and the steel beam is installed in the integrated beam support and is fixed by welding.

[0006] Furthermore, the steel column is formed by processing square steel, and rectangular holes are opened on two or four symmetrical sides, and the length and width of the rectangular holes are 5 mm larger than the length and width of the corresponding cross-section of the integrated beam support.

[0007] Furthermore, when the integrated beam support passes through the steel column from two directions, the integrated beam support includes a main beam support and a secondary beam support, the main beam support passes through the steel column horizontally, the secondary beam support passes through the steel column and the main beam support longitudinally, and the main beam support is welded to the secondary beam support.

[0008] Furthermore, the main beam support is bent or punched into a U-shape by a steel plate, and its inner hollow width is 5 mm greater than the width of the steel beam. A connecting plate is provided in the middle of the main beam support, and both ends of the connecting plate are aligned with both sides of the steel column. A hole is opened in the middle of the main beam support, and holes for passing through the secondary beam support are provided on both sides of the main beam support; the structure of the secondary beam support is the same as the main beam support except that no through holes are provided on both sides.

[0009] Furthermore, the steel column and the integrated beam support are welded on the outside of the steel column.

[0010] Furthermore, the steel column is filled with high performance concrete.

[0011] Furthermore, the steel beam is installed in the integrated beam support by hoisting.

[0012] Furthermore, the steel beam may be a lattice composite beam, a U-shaped steel beam or an I-shaped steel beam.

[0013] Furthermore, the integrated beam support is welded to the steel beam at the upper part and the side of the steel beam.

[0014] Compared with the prior art, the utility model has the following beneficial effects:

[0015] The utility model cancels the traditional connecting end plate and replaces it with an integrated beam support that penetrates the steel column as a whole and is welded to the steel column. High-performance concrete is poured into the steel column to form a connecting node. The steel beam is installed in the integrated beam support by hoisting and fixed by welding. The steel column and the steel beam are connected by the integrated beam support to form a steel structure frame. This node design has the advantages of reducing the amount of steel used in the structure, the node manufacturing is completed in the factory to ensure the node construction quality, and there is no need to set up a positioning device when the steel beam is installed on site, which improves the installation efficiency. For the field of prefabricated steel structures, a more economical and reliable node structure can be provided. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 A top view of an embodiment of the utility model;

[0017] Figure 2 for Figure 1 a front view of the illustrated embodiment;

[0018] Figure 3 for Figure 1 A top view of the main beam support of the illustrated embodiment;

[0019] Figure 4 For along Figure 3 Sectional view along the AA line;

[0020] Figure 5 For along Figure 3 Sectional view along the midline BB;

[0021] Description of reference numerals:

[0022] 1. Steel column; 2. Integrated beam support, 2-1. Main beam support, 2-2. Secondary beam support; 3. Steel beam; DETAILED DESCRIPTION

[0023] The utility model is further described below in conjunction with the accompanying drawings and embodiments. The described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0024] Reference Figures 1 to 5 A steel structure beam-column through-type integrated beam support connection node comprises a steel column 1, an integrated beam support 2 and a steel beam 3. The integrated beam support 2 penetrates the steel column 1 from two directions and is fixed by welding. The steel beam 3 is installed in the integrated beam support 2 and is fixed by welding.

[0025] Of course, the integrated beam bracket 2 can also pass through the steel column 1 from one direction, which will not be described in detail here.

[0026] In this embodiment, the steel column 1 is formed by square steel, and rectangular holes are opened on four symmetrical sides, and the length and width of the rectangular holes are 5 mm larger than the length and width of the corresponding cross-section of the integrated beam support 2. If the integrated beam support 2 passes through the steel column 1 from one direction, rectangular holes are opened on two symmetrical sides.

[0027] In this embodiment, the integrated beam support 2 includes a main beam support 2-1 and a secondary beam support 2-2. The main beam support 2-1 penetrates the steel column 1 horizontally, and the secondary beam support 2-2 penetrates the steel column 1 and the main beam support 2-1 longitudinally. The main beam support 2-1 is welded to the secondary beam support 2-2.

[0028] In this embodiment, the main beam support 2-1 is bent or punched into a U-shape by a steel plate, and its inner hollow width is 5 mm greater than the width of the steel beam. A connecting plate is provided in the middle of the main beam support 2-1, and the two ends of the connecting plate are aligned with the two sides of the steel column 1. A hole is provided in the middle of the main beam support 2-1, and holes for penetrating the secondary beam support 2-2 are provided on both sides of the main beam support 2-1. The function of providing the connecting plate in the middle of the main beam support 2-1 is to strengthen and stabilize the main beam support 2-1, and the function of providing the hole in the middle of the main beam support 2-1 is to fill high-performance concrete. The structure of the secondary beam support 2-2 is the same as that of the main beam support 2-1, except that no through holes are provided on both sides.

[0029] In this embodiment, the steel column 1 and the integrated beam support 2 are welded on the outside of the steel column, and the quality grade of the weld should meet the requirements of corresponding national standards.

[0030] In this embodiment, the steel column 1 is filled with high performance concrete.

[0031] In this embodiment, the steel beam 3 is installed in the integrated beam support 2 by hoisting. The steel beam can be a lattice composite beam, a U-shaped steel beam or an I-shaped steel beam.

[0032] In this embodiment, the integrated beam support 2 and the steel beam 3 are welded at the upper part and the side of the steel beam, and the quality grade of the weld should meet the requirements of the corresponding national standards.

[0033] The utility model cancels the traditional connecting end plate and replaces it with an integrated beam support that penetrates the steel column as a whole and is welded to the steel column. High-performance concrete is poured into the steel column to form a connecting node. The steel beam is installed in the integrated beam support by hoisting and fixed by welding. The steel column and the steel beam are connected by the integrated beam support to form a safe and reliable steel structure frame. The node design has the advantages of reducing the amount of structural steel, the node manufacturing is completed in the factory to ensure the node construction quality, and there is no need to set up a positioning device when the steel beam is installed on site, which improves the installation efficiency. For the field of prefabricated steel structures, a more economical and reliable node structure can be provided.

Claims

1. A steel structure beam-column through-type integrated beam support connection node, characterized in that: The utility model comprises a steel column, an integrated beam support and a steel beam. The integrated beam support passes through the steel column from one or two directions and is fixed by welding. The steel beam is installed in the integrated beam support and is fixed by welding.

2. The steel structure beam-column through-type integrated beam support connection node according to claim 1, characterized in that: The steel column is formed by processing square steel, and rectangular holes are opened on two or four symmetrical sides. The length and width of the rectangular holes are 5 mm larger than the length and width of the corresponding section of the integrated beam support.

3. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: When the integrated beam support passes through the steel column from two directions, the integrated beam support includes a main beam support and a secondary beam support, the main beam support passes through the steel column horizontally, the secondary beam support passes through the steel column and the main beam support longitudinally, and the main beam support is welded to the secondary beam support.

4. The steel structure beam-column through-type integrated beam support connection node according to claim 3, characterized in that: The main beam support is bent or punched into a U-shape by a steel plate, and its inner width is 5 mm greater than the width of the steel beam. A connecting plate is provided in the middle of the main beam support, and both ends of the connecting plate are aligned with both sides of the steel column. A hole is opened in the middle of the main beam support, and holes for passing through the secondary beam support are provided on both sides of the main beam support; the structure of the secondary beam support is the same as the main beam support except that no through holes are provided on both sides.

5. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: The steel column and the integrated beam support are welded on the outer side of the steel column.

6. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: The steel column is filled with high performance concrete.

7. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: The steel beam is installed in the integrated beam support by hoisting.

8. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: The steel beam is a lattice composite beam, a U-shaped steel beam or an I-shaped steel beam.

9. The steel structure beam-column through-type integrated beam support connection node according to claim 1 or 2, characterized in that: The integrated beam support is welded to the steel beam at the upper part and the side of the steel beam.