Square hole reinforcing structure of steel beam web

By setting up horizontal reinforcement plates and first vertical reinforcement plates around the square holes of the steel beam web, the risk of deformation and cracking in the square holes of the steel beam web web is solved, ensuring structural safety and improving bearing capacity.

CN222759221UActive Publication Date: 2025-04-15ZHEJIANG DADI STEEL STRUCTURE
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Patent Information

Application Number
CN202420618854.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-28
Publication Date
2025-04-15
Estimated Expiration
2034-03-28

AI Technical Summary

Technical Problem

There is a risk of deformation and cracking at the square holes in the web of existing I-shaped steel beams, which affects structural safety.

Method used

A horizontal reinforcement plate and a first vertical reinforcement plate are arranged around the square holes of the steel beam web to form an annular reinforcement structure to avoid deformation and cracking of the square hole position during load bearing.

Benefits of technology

By strengthening the structure of the square hole ring, the deformation and cracking of the square hole position during the load bearing of the steel beam is avoided, structural safety is ensured, and the bearing capacity of the steel beam is improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a square hole reinforcing structure of a steel beam web, which solves the problem that the square hole of the existing I-shaped steel beam web has the risk of deformation and cracking, and comprises a steel beam, at least one end of the steel beam is connected with a steel column, the steel beam is an I-shaped beam, and the steel beam comprises an upper beam plate, a lower beam plate and a web plate, a plurality of square holes are formed in the middle of the web in the extending direction of the steel beam, horizontal reinforcing plates are arranged on the upper sides and the lower sides of the square holes, first vertical reinforcing plates are arranged on the left sides and the right sides of the square holes, and the ends of the horizontal reinforcing plates extend out of the ends of the first vertical reinforcing plates. The upper end and the lower end of the first vertical reinforcing plate abut against the upper horizontal reinforcing plate and the lower horizontal reinforcing plate respectively and are welded and fixed. The reinforcing plates are arranged around the side edges of the square hole, the circumference of the square hole is reinforced, and the situation that when the steel beam bears loads, the square hole deforms, cracks and the like, and the structural safety is affected is avoided; meanwhile, the structure of the horizontal reinforcing plate can help the steel beam to improve the bearing capacity and ensure the structural safety.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel structure buildings, in particular to a square hole reinforcement structure of a steel beam web. Background Art

[0002] The steel columns and beams of steel structures can be prefabricated in factories and then assembled on site. The construction speed is fast and the construction period is short, which is especially suitable for the construction requirements of large venues and factories. For the steel beam structure in steel structure buildings, the upper side of the steel beam is subjected to compressive stress, and the lower side of the steel beam is subjected to tensile stress. The middle part of the web between the upper and lower side plates of the steel beam is subjected to small force. Therefore, I-beams are usually used for steel beams. The I-shaped web can be opened at the center line of the web to reduce the deadweight of the steel beam. However, it is found in practice that although the center line of the web of the steel beam is subjected to small force, the material around the web opening is still at risk of deformation and cracking, which is more obvious in the square hole structure at the web of the steel beam. Utility Model Content

[0003] The utility model aims to solve the problem of deformation and cracking risks at the square holes in the web of the existing I-shaped steel beam, and to provide a square hole reinforcement structure for the web of the steel beam, so as to structurally reinforce the square holes in the web of the steel beam with a larger load-bearing capacity to ensure structural safety and further enhance the bearing capacity of the steel beam.

[0004] The utility model adopts the following technical solution to solve the technical problem: a square hole reinforcement structure of a steel beam web, comprising a steel beam, at least one end of which is connected to a steel column, the steel beam being an I-beam, comprising an upper beam plate, a lower beam plate and a web, a plurality of square holes being opened in the middle of the web along the extension direction of the steel beam, horizontal reinforcement plates being arranged on the upper and lower sides of the square hole, first vertical reinforcement plates being arranged on the left and right sides of the square hole, ends of the horizontal reinforcement plates extending beyond ends of the first vertical reinforcement plates, and upper and lower ends of the first vertical reinforcement plates respectively abutting against and being welded and fixed to the upper and lower horizontal reinforcement plates.

[0005] The device sets a reinforcement plate around the side of the square hole to strengthen the circumference of the square hole to prevent deformation and cracking of the square hole when the steel beam is bearing weight, which affects the structural safety. At the same time, the structure of the horizontal reinforcement plate can help the steel beam improve its bearing capacity and ensure the structural safety.

[0006] Preferably, the horizontal reinforcement plate and the first vertical reinforcement plate are symmetrically arranged on both sides of the web.

[0007] Preferably, outer sides of the horizontal reinforcing plate and the first vertical reinforcing plate away from the web plate are flush with outer sides of the upper beam plate and the lower beam plate.

[0008] Preferably, the spacing between adjacent sides of adjacent square holes is not less than the length of the square holes.

[0009] Preferably, the spacing between adjacent sides of adjacent square holes is not less than the height of the steel beam.

[0010] Preferably, the length of the square hole is smaller than the height of the steel beam.

[0011] As another preferred solution, the length of the square hole is greater than the height of the steel beam, and a second vertical reinforcing plate is respectively arranged between the upper horizontal reinforcing plate of the square hole and the upper beam plate, and between the lower horizontal reinforcing plate of the square hole and the lower beam plate. The second vertical reinforcing plate is aligned with the first vertical reinforcing plate, and the upper and lower ends of the second vertical reinforcing plate are welded and fixed; the horizontal reinforcing plate, the first vertical reinforcing plate, and the second vertical reinforcing plate corresponding to each square hole are arranged in a tic-tac-toe shape. When the length of the square hole is greater than the height of the beam, the upper and lower ends of the vertical reinforcing plate abut against the upper beam plate and the lower beam plate, thereby improving the consistency of the upper and lower beam plates and avoiding the misalignment of the upper and lower beam plates.

[0012] Preferably, the second vertical reinforcing plates are symmetrically arranged on both sides of the web.

[0013] Preferably, the outer side edge of the second vertical reinforcement plate is flush with the outer side edge of the first vertical reinforcement plate.

[0014] The utility model has the following beneficial effects: reinforcing plates are arranged around the sides of the square holes to strengthen the circumference of the square holes, thereby preventing deformation and cracking of the square holes when the steel beams bear loads, which may affect the structural safety; at the same time, the structure of the horizontal reinforcing plates can help the steel beams improve their bearing capacity and ensure the structural safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The utility model is further described below in conjunction with the accompanying drawings.

[0016] Figure 1 This is the first structural schematic diagram of the utility model.

[0017] Figure 2 The utility model Figure 1 Schematic diagram of the AA section of the structure.

[0018] Figure 3 It is a second structural schematic diagram of the utility model.

[0019] In the figure: 1. steel column, 2. steel beam, 3. upper beam plate, 4. lower beam plate, 5. web plate, 6. square hole, 7. horizontal reinforcement plate, 8. first vertical reinforcement plate, 9. second vertical reinforcement plate. DETAILED DESCRIPTION

[0020] The present invention is further described below through specific embodiments in conjunction with the accompanying drawings.

[0021] Example 1: A square hole reinforcement structure of a steel beam web, such as Figure 1 , 2As shown. The structure includes a steel beam 2, the end of which is connected to a steel column 1. The steel beam 2 is an I-beam, and the steel beam includes an upper beam plate 3, a lower beam plate 4 and a web plate 5. A plurality of square holes 6 are evenly opened in the middle of the web plate along the extension direction of the steel beam. The spacing between adjacent sides of adjacent square holes 6 is not less than the length of the square holes 6, and is not less than the height of the steel beam 2. In this example, the opening length of the square hole 6 does not exceed the beam height of the steel beam 2.

[0022] like Figure 1 , 2 As shown, horizontal reinforcing plates 7 are arranged on the upper and lower sides of the square hole 6, and first vertical reinforcing plates 8 are arranged on the left and right sides of the square hole. The ends of the horizontal reinforcing plates extend beyond the ends of the first vertical reinforcing plates, and the upper and lower ends of the first vertical reinforcing plates 8 are respectively abutted against and welded to the upper and lower horizontal reinforcing plates 7. Figure 2 As shown, the horizontal reinforcing plate 7 and the first vertical reinforcing plate 8 are symmetrically arranged on both sides of the web 5. The outer sides of the horizontal reinforcing plate 7 and the first vertical reinforcing plate 8 away from the web 5 are flush with the outer sides of the upper beam 3 and the lower beam 4.

[0023] Embodiment 2: A square hole reinforcement structure of a steel beam web, such as Figure 3 As shown. This structure includes a steel beam 2, the end of which is connected to a steel column 1. The steel beam 2 is an I-beam, and the steel beam includes an upper beam plate 3, a lower beam plate 4 and a web plate 5. A plurality of square holes 6 are evenly opened in the middle of the web plate along the extension direction of the steel beam. The spacing between adjacent sides of adjacent square holes 6 is not less than the length of the square holes 6, and is not less than the height of the steel beam 2. In this example, the opening length of the square hole 6 is greater than the beam height of the steel beam 2.

[0024] like Figure 1 , 2 As shown, horizontal reinforcing plates 7 are arranged on the upper and lower sides of the square hole 6, and first vertical reinforcing plates 8 are arranged on the left and right sides of the square hole. The ends of the horizontal reinforcing plates extend beyond the ends of the first vertical reinforcing plates, and the upper and lower ends of the first vertical reinforcing plates 8 are respectively abutted against and welded to the upper and lower horizontal reinforcing plates 7. Second vertical reinforcing plates 9 are respectively arranged between the upper horizontal reinforcing plate 7 and the upper beam plate 3 of the square hole 6, and between the lower horizontal reinforcing plate 7 and the lower beam plate 4 of the square hole 6. The second vertical reinforcing plates 9 are aligned with the first vertical reinforcing plates 8, and the upper and lower ends of the second vertical reinforcing plates are welded to be fixed; the horizontal reinforcing plates 7, the first vertical reinforcing plates 8, and the second vertical reinforcing plates 9 corresponding to each square hole are arranged in a tic-tac-toe shape.

[0025] The horizontal reinforcing plate 7, the first vertical reinforcing plate 8 and the second vertical reinforcing plate 9 are symmetrically arranged on both sides of the web 5. The outer sides of the horizontal reinforcing plate 7, the first vertical reinforcing plate 8 and the second vertical reinforcing plate 9 away from the web 5 are flush with the outer sides of the upper beam 3 and the lower beam 4.

Claims

1. A square hole reinforcement structure of a steel beam web, comprising a steel beam, at least one end of which is connected to a steel column, characterized in that: The steel beam is an I-beam, which includes an upper beam plate, a lower beam plate and a web plate. A plurality of square holes are opened in the middle of the web plate along the extension direction of the steel beam. Horizontal reinforcement plates are arranged on the upper and lower sides of the square hole, and first vertical reinforcement plates are arranged on the left and right sides of the square hole. The ends of the horizontal reinforcement plates extend beyond the ends of the first vertical reinforcement plates, and the upper and lower ends of the first vertical reinforcement plates are respectively abutted against and welded to the upper and lower horizontal reinforcement plates.

2. The square hole reinforcement structure of the web of a steel beam according to claim 1, characterized in that: The horizontal reinforcing plate and the first vertical reinforcing plate are symmetrically arranged on both sides of the web.

3. The square hole reinforcement structure of the web of a steel beam according to claim 1, characterized in that: The outer sides of the horizontal reinforcing plate and the first vertical reinforcing plate away from the web plate are flush with the outer sides of the upper beam plate and the lower beam plate.

4. The square hole reinforcement structure of the web of a steel beam according to claim 1, characterized in that: The spacing between adjacent sides of adjacent square holes shall not be less than the length of the square holes.

5. The square hole reinforcement structure of the web of a steel beam according to claim 1, characterized in that: The distance between adjacent sides of adjacent square holes shall not be less than the height of the steel beam.

6. The square hole reinforcement structure of a steel beam web according to claim 1, characterized in that: The length of the square hole is smaller than the height of the steel beam.

7. The square hole reinforcement structure of a steel beam web according to claim 1, characterized in that: The length of the square hole is greater than the height of the steel beam. A second vertical reinforcement plate is respectively arranged between the upper horizontal reinforcement plate of the square hole and the upper beam plate, and between the lower horizontal reinforcement plate of the square hole and the lower beam plate. The second vertical reinforcement plate is aligned with the first vertical reinforcement plate, and the upper and lower ends of the second vertical reinforcement plate are welded and fixed; the horizontal reinforcement plate, the first vertical reinforcement plate, and the second vertical reinforcement plate corresponding to each square hole are arranged in a tic-tac-toe shape.

8. The square hole reinforcement structure of the web of a steel beam according to claim 7, characterized in that: The second vertical reinforcing plates are symmetrically arranged on both sides of the web.

9. The square hole reinforcement structure of the web of a steel beam according to claim 7, characterized in that: The outer side edge of the second vertical reinforcing plate is flush with the outer side edge of the first vertical reinforcing plate.