A building steel beam and reinforcing bar structure

Abstract

The utility model provides a kind of building steel beam and reinforcing bar structure, comprising: steel beam component and reinforcing bar component, steel beam component inside is equipped with the reinforcing bar component for strengthening structure, steel beam component includes integrated crossbeam and integrated vertical beam, integrated crossbeam is integrally installed between two integrated vertical beams, reinforcing bar component includes the corner fastener for reinforcing connecting plate one and connecting plate two, reinforcing plate and reinforcing bar body, compared with prior art, the utility model has the beneficial effects as follows: by setting corner fastener and reinforcing plate, when using, reinforcing connecting plate one and connecting plate two are reinforced by the reinforcing bar component formed by corner fastener and reinforcing plate, the overall rigidity and stability of steel beam component connecting portion can be improved when using, corner fastener can increase the torsional and shearing resistance of connecting corner, reinforcing plate can disperse the concentrated stress at connecting portion, effectively avoid the connection loosening, deformation or even fracture caused by load impact or long-term stress.

Description

Technical Field

[0001] This utility model belongs to the field of building structure, and specifically relates to a building steel beam and reinforcing rib structure. Background Technology

[0002] Steel beams are load-bearing beams made primarily of steel in building structures. While steel beams offer advantages such as high strength and ease of construction, they also present some challenges. When steel beams bear complex loads over extended periods, such as the building's own weight, the weight of people and equipment (vertical loads), and horizontal loads from other phenomena, they are prone to flexural deformation. This is because their section modulus is limited, making it difficult to continuously and efficiently resist bending moments. A conventional approach to address this is to increase the cross-sectional dimensions of the steel beams. However, this not only increases steel consumption and significantly raises costs but also increases the overall structural weight, placing higher demands on the foundation's bearing capacity. Poor foundation conditions may lead to uneven settlement and other subsequent problems. Therefore, a new structural design is needed to solve these technical issues. Utility Model Content

[0003] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a building steel beam and reinforcing rib structure to solve the problems mentioned in the background technology.

[0004] This utility model is achieved through the following technical solution: a building steel beam and reinforcing rib structure, comprising: a steel beam assembly and a reinforcing rib assembly, wherein the steel beam assembly is internally equipped with a reinforcing rib assembly for strengthening the structure, the steel beam assembly includes an integral horizontal beam and an integral vertical beam, an integral horizontal beam is integrally installed between two integral vertical beams, the reinforcing rib assembly includes corner fasteners for reinforcing connecting plate one and connecting plate two, a reinforcing plate and a reinforcing rib body, and multiple reinforcing plates and reinforcing rib bodies are uniformly installed inside the steel beam assembly.

[0005] In a preferred embodiment, an integral vertical beam is integrally formed on the left and right surfaces of the integral crossbeam, and the two integral vertical beams and the integral crossbeam constitute an I-shaped steel beam body. Grooves are provided on the upper and lower surfaces of the steel beam body.

[0006] In a preferred embodiment, a connecting plate one is installed on the front surface of the steel beam body, and a connecting plate two is installed on the rear surface of the steel beam body. Connecting holes are evenly provided on the surfaces of the connecting plate one and the connecting plate two, and the connecting plate one and the connecting plate two are welded to the steel beam body.

[0007] In a preferred embodiment, multiple reinforcing plates are evenly installed in the grooves on the upper surface of the steel beam body. The left and right surfaces of the reinforcing plates are welded to the inner surface of the integral vertical beam, respectively. The corner fasteners include corner fastener plate one and corner fastener plate two. There are three corner fastener plates one and two corner fastener plates two. In use, the reinforcing rib assembly formed by the corner fasteners and the reinforcing plates reinforces the connecting plates one and two. In use, it can improve the overall rigidity and stability of the connection part of the steel beam assembly. The corner fasteners can specifically increase the torsional and shear resistance of the connection corners, while the reinforcing plates can disperse the concentrated stress at the connection, effectively avoiding loosening, deformation or even breakage of the connection due to load impact or long-term stress.

[0008] In a preferred embodiment, corner brackets are symmetrically mounted on the upper surface of the integrated crossbeam via connecting plate one and connecting plate two, and corner brackets are symmetrically mounted on the lower surface of the integrated crossbeam via connecting plate one and connecting plate two, wherein the size of corner bracket two is larger than that of corner bracket one.

[0009] In a preferred embodiment, multiple reinforcing ribs are evenly installed in the grooves on the lower surface of the integrated crossbeam. The multiple reinforcing ribs have the same structure, and the two ends of the reinforcing ribs are welded to the inner surfaces of the two integrated vertical beams respectively. In use, the uniformly distributed reinforcing ribs, together with the reinforcing plates and corner fasteners, can improve the overall deformation resistance and structural strength of the steel beam. The reinforcing ribs can work together with the steel beam to bear the load, distributing the load evenly throughout the entire steel beam structure, effectively avoiding buckling or fracture caused by local stress concentration.

[0010] After adopting the above technical solution, the beneficial effects of this utility model are as follows: 1. By setting corner fasteners and reinforcing plates, the steel beam assembly is equipped with a reinforcing rib assembly for strengthening the structure. The reinforcing rib assembly includes corner fasteners and reinforcing plates for reinforcing connecting plate one and connecting plate two. In use, the reinforcing rib assembly formed by the corner fasteners and reinforcing plates reinforces connecting plate one and connecting plate two. In use, it can improve the overall rigidity and stability of the connection part of the steel beam assembly. The corner fasteners can specifically increase the torsional and shear resistance of the connection corners, and the reinforcing plates can disperse the concentrated stress at the connection, effectively avoiding loosening, deformation or even breakage of the connection due to load impact or long-term stress.

[0011] 2. By setting up reinforcing rib assemblies, multiple reinforcing rib bodies are evenly installed inside the steel beam assembly. During use, the reinforcing rib assemblies, which are composed of multiple reinforcing rib bodies evenly installed inside the steel beam assembly, can improve the overall deformation resistance and structural strength of the steel beam by using the evenly distributed reinforcing rib bodies in conjunction with the reinforcing plates and corner fasteners. The reinforcing rib bodies can work together with the steel beam to bear the load, evenly distributing the load throughout the entire steel beam structure, effectively avoiding buckling or fracture caused by local stress concentration. Attached Figure Description

[0012] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0013] Figure 1 This is a schematic diagram of the overall structure of a building steel beam and reinforcing rib structure according to the present invention.

[0014] Figure 2 This is a schematic diagram of the reinforcing bar body of a building steel beam and reinforcing bar structure according to the present invention.

[0015] Figure 3 This is a schematic diagram of a crossbeam assembly of a building steel beam and a reinforcing rib structure according to the present invention.

[0016] In the diagram, 100 is an integral vertical beam, 101 is a groove, 110 is an integral horizontal beam, 120 is a connecting plate one, 121 is a connecting hole, and 130 is a connecting plate two.

[0017] 200-Angle fixing plate one, 210-Reinforcing plate, 220-Reinforcing rib body, 230-Angle fixing plate two. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] Please see Figures 1 to 3As the first embodiment of this utility model: a building steel beam and reinforcing rib structure, including: a steel beam assembly and a reinforcing rib assembly, the steel beam assembly is internally installed with a reinforcing rib assembly for strengthening the structure, the steel beam assembly includes an integral horizontal beam 110 and an integral vertical beam 100, an integral horizontal beam 110 is integrally installed between two integral vertical beams 100, the reinforcing rib assembly includes corner fasteners for reinforcing connecting plate one 120 and connecting plate two 130, a reinforcing plate 210 and a reinforcing rib body 220, and multiple reinforcing plates 210 and reinforcing rib bodies 220 are uniformly installed inside the steel beam assembly;

[0020] An integral vertical beam 100 is integrally formed on the left and right surfaces of the integral horizontal beam 110. The two integral vertical beams 100 and the integral horizontal beam 110 form an I-shaped steel beam body. The upper and lower surfaces of the steel beam body are provided with grooves 101.

[0021] A connecting plate 120 is installed on the front surface of the steel beam body, and a connecting plate 130 is installed on the rear surface of the steel beam body. Connecting holes 121 are evenly provided on the surfaces of the connecting plate 120 and the connecting plate 130. The connecting plate 120 and the connecting plate 130 are welded to the steel beam body.

[0022] Multiple reinforcing plates 210 are evenly installed in the groove 101 on the upper surface of the steel beam body. The left and right surfaces of the reinforcing plates 210 are welded to the inner surface of the integral vertical beam 100. The corner fasteners include corner fastener plate 1 200 and corner fastener plate 230. There are three corner fastener plates 200 and two corner fastener plates 230.

[0023] In use, connecting plate 120 and connecting plate 130 are respectively installed on the front and rear surfaces of the steel beam body. At this time, the upper and lower surfaces of the steel beam body form a groove 101 structure through connecting plate 120 and connecting plate 130. Multiple reinforcing plates 210 are horizontally and evenly installed on the upper surface of the steel beam body. Angle clamping plates 200 and 230 are installed on the inner surfaces of connecting plate 120 and connecting plate 130 through the bottom of the groove 101, allowing connecting plate 120 and connecting plate 130 to pass through angle clamping plates 200 and 230 respectively. The steel beam body is reinforced and fixed by the corner fastener 230. At this time, the steel beam body itself and the reinforcing plate 210 and the reinforcing rib body 220 inside the groove 101 reinforce the steel beam body. The reinforcing rib assembly formed by the corner fastener and the reinforcing plate 210 reinforces the connecting plate 120 and the connecting plate 230. When in use, it can improve the overall rigidity and stability of the connection part of the steel beam assembly. The corner fastener can specifically increase the torsional and shear resistance of the connection corner, while the reinforcing plate 210 can disperse the concentrated stress at the connection, effectively avoiding connection loosening, deformation or even breakage caused by load impact or long-term stress.

[0024] Please see Figures 1 to 3 As a second embodiment of this utility model: based on the description in the above embodiments, further, the upper surface of the integrated crossbeam 110 is symmetrically equipped with corner fixing plates 200 through connecting plates 120 and 130, and the lower surface of the integrated crossbeam 110 is symmetrically equipped with corner fixing plates 200 and 230 through connecting plates 120 and 130. The size of corner fixing plate 230 is larger than that of corner fixing plate 200.

[0025] Multiple reinforcing rib bodies 220 are evenly installed in the groove 101 on the lower surface of the integrated crossbeam 110. The multiple reinforcing rib bodies 220 have the same structure, and the two ends of the reinforcing rib bodies 220 are respectively welded to the inner surface of the two integrated vertical beams 100.

[0026] When in use, after the reinforcing plate 210 of the steel beam body is installed, multiple reinforcing rib bodies 220 are evenly installed on the surface of the steel beam body away from the reinforcing plate 210. (The number and spacing of the reinforcing ribs and the number and spacing of the reinforcing plates 210 need to be selected according to the actual situation, and are not limited to a specific number and spacing, which will not be elaborated here.) By evenly installing multiple reinforcing rib bodies 220 inside the steel beam assembly, the reinforcing rib assembly can improve the overall deformation resistance and structural strength of the steel beam by using the evenly distributed reinforcing rib bodies 220 in combination with the reinforcing plate 210 and corner fasteners. The reinforcing rib bodies 220 can work together with the steel beam to bear the load, and evenly distribute the load to the entire steel beam structure, effectively avoiding buckling or fracture caused by local stress concentration.

[0027] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A building steel beam and reinforcing rib structure, comprising: A steel beam assembly and a reinforcing rib assembly, characterized in that the steel beam assembly is internally equipped with a reinforcing rib assembly for strengthening the structure, the steel beam assembly includes an integral crossbeam (110) and an integral vertical beam (100), an integral crossbeam (110) is integrally installed between two integral vertical beams (100), the reinforcing rib assembly includes corner fasteners for reinforcing connecting plate one (120) and connecting plate two (130), a reinforcing plate (210) and a reinforcing rib body (220), and a plurality of reinforcing plates (210) and reinforcing rib bodies (220) are uniformly installed inside the steel beam assembly.

2. The building steel beam and reinforcing rib structure as described in claim 1, characterized in that: An integral vertical beam (100) is integrally formed on the left and right surfaces of the integral crossbeam (110). The two integral vertical beams (100) and the integral crossbeam (110) constitute an I-shaped steel beam body. The upper and lower surfaces of the steel beam body are provided with grooves (101).

3. The building steel beam and reinforcing rib structure as described in claim 2, characterized in that: A connecting plate one (120) is installed on the front surface of the steel beam body, and a connecting plate two (130) is installed on the rear surface of the steel beam body. Connecting holes (121) are evenly provided on the surfaces of the connecting plate one (120) and the connecting plate two (130). The connecting plate one (120) and the connecting plate two (130) are welded to the steel beam body.

4. The building steel beam and reinforcing rib structure as described in claim 3, characterized in that: Multiple reinforcing plates (210) are evenly installed in the groove (101) on the upper surface of the steel beam body. The left and right surfaces of the reinforcing plates (210) are welded to the inner surface of the integral vertical beam (100). The corner fasteners include corner fastener one (200) and corner fastener two (230). There are three corner fasteners (200) and two corner fasteners (200).

5. A building steel beam and reinforcing rib structure as described in claim 4, characterized in that: Angle fixing plate 1 (200) is symmetrically installed on the upper surface of the integrated crossbeam (110) through connecting plate 1 (120) and connecting plate 2 (130). Angle fixing plate 1 (200) and angle fixing plate 2 (230) are symmetrically installed on the lower surface of the integrated crossbeam (110) through connecting plate 1 (120) and connecting plate 2 (130). The size of angle fixing plate 2 (230) is larger than that of angle fixing plate 1 (200).

6. The building steel beam and reinforcing rib structure as described in claim 5, characterized in that: Multiple reinforcing rib bodies (220) are evenly installed in the groove (101) on the lower surface of the integrated crossbeam (110). The multiple reinforcing rib bodies (220) have the same structure, and the two ends of the reinforcing rib bodies (220) are respectively welded to the inner surface of two integrated vertical beams (100).

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