Steel structure beam column through type integrated beam support connecting node
By using the beam -column integrated beam connection node in the steel structure, the problem of high cost and low installation efficiency of the existing connection method is solved, and the effect of reducing the amount of steel and improving the installation efficiency of the structure is achieved.
Patent Information
- Application Number
- CN202410804161.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-21
- Publication Date
- 2025-01-28
AI Technical Summary
Existing steel structure connection methods such as end plate connection and mortise and tenon connection have problems such as high cost, complex processing and large welding workload, which restricts the development of prefabricated steel structure buildings.
The steel structure beam column penetration integrated beam connection node is adopted, through the integrated beam support through multiple directions through the steel column and welding fixing, the steel beam is installed in the integrated beam and welded fixing. Performance concrete.
The amount of steel for the structure is reduced, the node manufacturing process is simplified, the installation efficiency is improved, and a more economical and reliable node structure is formed.
Smart Images

Figure CN119373233A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the field of assembled steel structures for construction projects, and in particular 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. Summary of the invention
[0003] The technical problem to be solved by the present invention is to provide a steel structure beam-column through-type integrated beam support connection node which can reduce connection costs and improve installation efficiency while ensuring the safety of the node structure.
[0004] The technical solution adopted by the present invention to solve its technical problem is: 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.
[0005] 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.
[0006] 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.
[0007] 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.
[0008] Furthermore, the steel column and the integrated beam support are welded on the outside of the steel column.
[0009] Furthermore, the steel column is filled with high performance concrete.
[0010] Furthermore, the steel beam is installed in the integrated beam support by hoisting.
[0011] Furthermore, the steel beam may be a lattice composite beam, a U-shaped steel beam or an I-shaped steel beam.
[0012] Furthermore, the integrated beam support is welded to the steel beam at the upper part and the side of the steel beam.
[0013] Compared with the prior art, the present invention has the following beneficial effects: The present invention eliminates the traditional connecting end plate and replaces it with an integrated beam support that penetrates the steel column as a whole and is then 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 structural steel used, node manufacturing is completed in the factory to ensure the quality of node construction, 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
[0014] Figure 1 A top view of an embodiment of the present invention; Figure 2 for Figure 1 a front view of the illustrated embodiment; Figure 3 for Figure 1 A top view of the main beam support of the illustrated embodiment; Figure 4 For along Figure 3 Sectional view along the AA line; Figure 5 For along Figure 3 Sectional view along the midline BB; Description of reference numerals: 1. Steel column; 2. Integrated beam support, 2-1. Main beam support, 2-2. Secondary beam support; 3. Steel beam; DETAILED DESCRIPTION
[0015] The present invention is further described below in conjunction with the accompanying drawings and embodiments. The described embodiments are only a part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0016] Reference Figures 1 to 5A 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.
[0017] 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.
[0018] 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.
[0019] 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.
[0020] 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.
[0021] 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.
[0022] In this embodiment, the steel column 1 is filled with high performance concrete.
[0023] 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.
[0024] 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.
[0025] The present invention eliminates the traditional connecting end plate and replaces it with an integrated beam support that penetrates the steel column as a whole and is then 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. The steel structure beam-column through-type integrated beam support connection node is characterized by: 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.