H-shaped steel beam column four-side slope connecting joint

By designing prefabricated H-shaped steel beams and columns with four-side slope connection nodes, fast assembly is achieved using bolt connections, which solves the problems of material waste and complex construction problems in traditional connection methods, and improves construction efficiency and connection strength.

CN222667079UActive Publication Date: 2025-03-25YAN TAI SHI FEI LONG GANG JIE GOU GONG CHENG YOU XIAN GONG SI
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Patent Information

Application Number
CN202421357963.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-14
Publication Date
2025-03-25
Estimated Expiration
2034-06-14

AI Technical Summary

Technical Problem

The four-side slope connection method of traditional H-shaped steel beams and box columns has problems such as waste of materials, complex construction and long time, which limits the application of this form.

Method used

A four-side slope connection node of H-shaped steel beam and column is designed, using prefabricated end plates, connecting plates, filler plates and stiffener plates to achieve rapid assembly through bolt connections, avoiding on-site welding operations.

Benefits of technology

The rapid assembly of the four-side slope connection of H-shaped steel beams and columns has been achieved, which has improved construction efficiency, shortened construction period, and improved the strength and construction quality of the connection.

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Patent Text Reader

Abstract

The utility model discloses an H-shaped steel beam column four-side slope connecting joint which comprises two H-shaped steel main beams located on the front side and the rear side of an H-shaped steel column respectively and two H-shaped steel secondary beams located on the left side and the right side of the H-shaped steel column respectively. The first end plates on the two sides are connected with a web of the H-shaped steel column through bolt and nut assemblies. The ends, close to the H-shaped steel column, of the H-shaped steel secondary beams are fixedly connected with second end plates, and the second end plates are connected with wing plates on the corresponding sides of the H-shaped steel column through bolt and nut assemblies. Assembly construction of four-side slope connection of the H-shaped steel beam column on site is achieved only through bolt connection, assembly efficiency is improved, and the construction period is shortened.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel structure connection and discloses an H-shaped steel beam-column four-sided slope connection node. Background Art

[0002] H-shaped steel has been widely used in the field of modern steel structures due to its structural characteristics, especially in the application of beam and column components. The unique "H" shaped cross-section design of this material not only gives it excellent load-bearing capacity, but also provides good stability and rigidity.

[0003] Especially in the design and construction of sloping roof structures, H-shaped steel has shown its unique advantages. Traditional construction methods mostly use H-shaped steel beams and box columns to connect four-sided slopes. Although this method is relatively easy to construct the beam-column connection node, it will cause material waste. In addition, the four-sided slope connection method of H-shaped steel columns and H-shaped steel beams is relatively complex and takes a long time to construct, which restricts the application of this form. Utility Model Content

[0004] The utility model provides an H-shaped steel beam-column four-sided slope connection node, and its purpose is to realize the assembly construction of the four-sided slope connection of the H-shaped steel beam-column on site, improve the assembly efficiency and shorten the construction period.

[0005] The technical solution of this utility model is as follows:

[0006] An H-shaped steel beam-column four-sided slope connection node comprises two H-shaped steel main beams respectively located on the front and rear sides of the H-shaped steel column and two H-shaped steel secondary beams respectively located on the left and right sides of the H-shaped steel column, wherein one end of each H-shaped steel main beam close to the H-shaped steel column is fixedly connected to a first end plate, and the first end plates on both sides are connected to the web plates of the H-shaped steel column through bolt and nut assemblies; one end of each H-shaped steel secondary beam close to the H-shaped steel column is fixedly connected to a second end plate, and each second end plate is connected to the wing plate on the corresponding side of the H-shaped steel column through a bolt and nut assembly.

[0007] Furthermore, a first stiffening plate fixedly connected to the first end plate is provided on the outer side of the upper flange of the H-shaped steel main beam; a third stiffening plate fixedly connected to the second end plate is provided on the outer side of the upper flange of the H-shaped steel secondary beam, and a fourth stiffening plate fixedly connected to the second end plate is provided on the outer side of the lower flange.

[0008] Furthermore, connecting plates are respectively provided on both sides of the web of the H-shaped steel column, and the connecting plates are in parallel contact with the lower flange of the H-shaped steel main beam on the corresponding side and are connected through a bolt and nut assembly; a second stiffening plate is fixedly connected between the connecting plate and the web of the H-shaped steel column.

[0009] Furthermore, a filling plate is sandwiched between the first end plate and the web of the H-shaped steel column, and the lower end of the filling plate is higher than the lower end of the first end plate.

[0010] Compared with the prior art, the utility model has the following positive effects:

[0011] (1) The end plates, connecting plates, filling plates and stiffening plates involved in this node can all be prefabricated in the workshop, and the required through holes are opened. During on-site installation, only bolts are needed to quickly complete the assembly, saving time and effort.

[0012] (2) There is no on-site welding work at this node, which helps to improve the construction quality.

[0013] (3) Stiffening plates can further improve the strength of the connection.

[0014] (4) A filler plate is provided between the end plate and the web of the H-shaped steel column, thereby reserving a weld space below to avoid interference and also enhance the node stiffness. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural diagram of the four-sided slope connection node;

[0016] Figure 2 This is the front view of the four-sided slope connection node;

[0017] Figure 3 for Figure 2 AA section view.

[0018] In the figure, 1, H-shaped steel column, 2, H-shaped steel main beam, 3, H-shaped steel secondary beam, 4, first end plate, 5, second end plate, 6, filling plate, 7, connecting plate, 8, first stiffening plate, 9, second stiffening plate, 10, third stiffening plate, 11, fourth stiffening plate. DETAILED DESCRIPTION

[0019] The technical solution of the utility model is described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than all the embodiments.

[0020] like Figure 1 , Figure 2 and Figure 3As shown, an H-beam column four-sided slope connection node includes two H-beam main beams 2 respectively located on the front and rear sides of the H-beam column 1 and two H-beam secondary beams 3 respectively located on the left and right sides of the H-beam column 1. A first end plate 4 is fixedly connected to one end of each H-beam main beam 2 close to the H-beam column 1. The first end plate 4 is flush with the upper end of the H-beam column 1, and the first end plate 4 is flush with the lower flange of the H-beam main beam 2. The first end plates 4 on both sides are connected to the web of the H-beam column 1 through bolt and nut assemblies; a first stiffening plate 8 fixedly connected to the first end plate 4 is provided on the outer side of the upper flange of the H-beam main beam 2 on both sides; a filling plate 6 is also sandwiched between the first end plate 4 and the web of the H-beam column 1, and the filling plate 6 is flush with the upper end of the first end plate 4 and the center is aligned, and the lower end of the filling plate 6 is higher than the lower end of the first end plate 4 to avoid the weld.

[0021] One end of each H-beam secondary beam 3 is fixedly connected to a second end plate 5, and a third stiffening plate 10 fixedly connected to the second end plate 5 is provided on the outer side of the upper flange of the H-beam secondary beam 3, and a fourth stiffening plate 11 fixedly connected to the second end plate 5 is provided on the outer side of the lower flange of the H-beam secondary beam 3. The second end plates 5 on both sides are connected to the flanges on the corresponding sides of the H-beam column 1 by bolt and nut assemblies.

[0022] The webs on the front and rear sides of the H-shaped steel column 1 are fixedly connected with connecting plates 7 respectively. The connecting plates 7 are inclined and in parallel contact with the lower flange of the H-shaped steel main beam 2. A second stiffening plate 9 is fixedly connected between the connecting plate 7 and the web of the H-shaped steel column 1; the connecting plate 7 is connected to the lower flange of the H-shaped steel main beam 2 by a bolt and nut assembly.

[0023] In the steel structure processing workshop, according to the design drawings, one end of the H-shaped steel main beam 2 is welded to the first end plate 4 and the first stiffening plate 8 in advance, and the connecting plate 7 and the web and two side wing plates of the H-shaped steel column 1 are welded together so that they are in parallel contact with the lower wing plate of the H-shaped steel main beam 2, and then the second stiffening plate 9 is welded between the H-shaped steel column 1 and the connecting plate 7; one end of the H-shaped steel secondary beam 3 is welded to the second end plate 5, the third stiffening plate 10 and the fourth stiffening plate 11.

[0024] At the construction site, first align the first end plate 4 of the H-steel main beam 2 with the top surface of the H-steel column 1, fix the first end plates 4 of the two H-steel main beams 2, the filling plates 6 on both sides and the web of the H-steel column 1 with bolts, and then fix the second end plate 5 at the end of the H-steel secondary beam 3 and the wing plate on the corresponding side of the H-steel column 1 with bolt and nut assemblies, and the four-sided slope node installation of the H-steel beam can be realized.

[0025] According to the design requirements, this node can also realize the node assembly of three-sided slope, two-sided slope, one-sided slope and no slope. The principle of this node is simple and clear and easy to implement.

[0026] It should be noted that, for those skilled in the art, it is obvious that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. The scope of the present invention is defined by the claims rather than the above description.

Claims

1. An H-shaped steel beam-column four-sided slope connection node, comprising two H-shaped steel main beams (2) respectively located on the front and rear sides of the H-shaped steel column (1) and two H-shaped steel secondary beams (3) respectively located on the left and right sides of the H-shaped steel column (1), characterized in that: One end of each H-shaped steel main beam (2) close to the H-shaped steel column (1) is fixedly connected to a first end plate (4), and the first end plates (4) on both sides are connected to the web of the H-shaped steel column (1) through a bolt and nut assembly; one end of each H-shaped steel secondary beam (3) close to the H-shaped steel column (1) is fixedly connected to a second end plate (5), and each second end plate (5) is connected to the wing plate on the corresponding side of the H-shaped steel column (1) through a bolt and nut assembly.

2. The H-shaped steel beam-column four-sided slope connection node according to claim 1, characterized in that: A first stiffening plate (8) fixedly connected to the first end plate (4) is provided on the outer side of the upper flange of the H-shaped steel main beam (2); a third stiffening plate (10) fixedly connected to the second end plate (5) is provided on the outer side of the upper flange of the H-shaped steel secondary beam (3); and a fourth stiffening plate (11) fixedly connected to the second end plate (5) is provided on the outer side of the lower flange.

3. The H-shaped steel beam-column four-sided slope connection node according to claim 1, characterized in that: Connecting plates (7) are respectively provided on both sides of the web of the H-shaped steel column (1); the connecting plates (7) are in parallel contact with the lower flange of the H-shaped steel main beam (2) on the corresponding side and are connected via a bolt and nut assembly; a second stiffening plate (9) is fixedly connected between the connecting plate (7) and the web of the H-shaped steel column (1).

4. The H-shaped steel beam-column four-sided slope connection node according to any one of claims 1 to 3, characterized in that: A filling plate (6) is sandwiched between the first end plate (4) and the web of the H-shaped steel column (1), and the lower end of the filling plate (6) is higher than the lower end of the first end plate (4).