A lateral bracing steel member

CN224834540UActive Publication Date: 2026-10-09GUANGDONG DONGHONG CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202522465738.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-11-20
Publication Date
2026-10-09
Estimated Expiration
2035-11-20

AI Technical Summary

Technical Problem

[0005]本实用新型的目的在于提供一种抗侧移横撑钢构件,以解决上述背景技术中提出的抗侧刚度差、施工维护不便的问题

Benefits of technology

[0014]与现有技术相比,本实用新型的有益效果是:通过设置有竖梁、斜撑、横梁、T型头、销片与连接臂,在结构中形成稳定的三角横撑单元与整体“米”字形框架,斜撑顶部焊接于T型头边缘处的插槽,底部焊接于销片,配合横梁与竖梁之间的刚性连接,具有几何自锁特性的受力效果,上下两组竖梁之间通过连接臂固定,增强整体框架的空间稳定性,抵抗施工现场可能出现的横向剪切变形或震动冲击,从而提高抗侧移能力;

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Abstract

The utility model relates to a steel member technical field discloses a kind of anti-lateral displacement cross-bracing steel member, including side wall board and vertical beam, the vertical beam is located between two groups of side wall board, and the vertical beam upper flange is welded with connecting seat, the connecting seat two sides are respectively inserted with socket, the socket is inserted with crossbeam, and the crossbeam is fixed with side wall board connection end by T head, and the vertical beam lower flange is welded with pin sheet.The utility model is provided with vertical beam, inclined strut, crossbeam, T head, pin sheet and connecting arm, and stable triangular cross-bracing unit and overall "rice" shape frame are formed in structure, the socket at the edge of T head is welded on the top of inclined strut, and the bottom is welded on pin sheet, cooperate the rigid connection between crossbeam and vertical beam, with the stress effect of geometric self-locking characteristics, the upper and lower two groups of vertical beam are fixed by connecting arm, enhance the space stability of overall frame, resist the transverse shear deformation or vibration impact that possibly appear in construction site, to improve the anti-lateral displacement capacity.
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Description

Technical Field

[0001] The present utility model relates to the technical field of steel components, in particular to a lateral displacement resistant transverse bracing steel component. Background Art

[0002] In steel structure engineering, especially in prefabricated frame structures, high-rise steel structure buildings, bridge steel towers, machine room frameworks, curtain wall support frameworks and other structures, it is often necessary to arrange transverse support structures between components to enhance the overall seismic capacity and lateral stability.

[0003] At present, common transverse bracing steel components have relatively simple structures, and most of them adopt single-layer cross rods or cross tie rods to be welded and fixed between frame nodes. Although such structures have a certain connecting effect, they have the following main problems: First, the lateral displacement resistance effect is limited, and it is prone to shaking or inter-node offset when subjected to lateral forces such as wall joints and earthquakes; Second, the node stiffness is insufficient, and it is difficult to replace or adjust after the connecting piece deforms, which affects the overall structural life. Most of them are welded non-detachable structures, which are difficult to install and adjust, and are not conducive to later maintenance or component replacement.

[0004] Therefore, there is an urgent need for a lateral displacement resistant transverse bracing steel component to improve the stability and safety of prefabricated steel structures in actual use. Contents of the Utility Model

[0005] The purpose of the present utility model is to provide a lateral displacement resistant transverse bracing steel component to solve the problems of poor lateral stiffness and inconvenient construction and maintenance proposed in the above background art.

[0006] To achieve the above purpose, the present utility model provides the following technical solution: a lateral displacement resistant transverse bracing steel component, comprising side wall plates and vertical beams, wherein the vertical beam is located between two groups of side wall plates, a connecting seat is welded at the upper flange of the vertical beam, sockets are respectively inserted and connected on both sides of the connecting seat, a cross beam is inserted and connected in the socket, the connecting end of the cross beam and the side wall plate is fixed by a T-shaped head, a pin plate is welded at the lower flange of the vertical beam, a diagonal brace is welded between the T-shaped head and the pin plate, and a connecting arm is fixed between the lower flange of the vertical beam and the side wall plate.

[0007] As a further technical solution of the present utility model, the vertical beam, the diagonal braces and the cross beams form a triangular transverse bracing structure, and two groups of upper and lower adjacent vertical beams are symmetrically arranged.

[0008] As a further technical solution of the present utility model, the vertical beam, four groups of diagonal braces and two groups of connecting arms together form a "meter" shaped structure.

[0009] As a further technical solution of the present utility model, the socket is inserted into the connecting seat, a cover plate is additionally installed on a side of the socket away from the connecting seat, and a cover plate bolt is fixedly connected between the socket and the cover plate.

[0010] As a further technical solution of this utility model, the crossbeam extends through the cover plate, and the crossbeam is fixedly connected to the outer wall of the socket with fixing bolts, and the crossbeam is fixedly connected to the T-heads with T-head bolts.

[0011] As a further technical solution of this utility model, the T-shaped head has a slot machined on its edge. The slot is a concave steel sheet with openings at the top and bottom. The top of the diagonal brace is welded and fixed to the slot, and the bottom of the diagonal brace is welded to the pin.

[0012] As a further technical solution of this utility model, an arm seat is fixedly connected between the connecting arm and the side wall panel, and a connecting bolt is fixedly connected between the connecting arm and the vertical beam wing.

[0013] As a further technical solution of this utility model, the inner sides of the connecting seat are provided with inner grooves for fixing the socket, and the socket is fixed to the connecting seat by bolts.

[0014] Compared with the prior art, the beneficial effects of this utility model are as follows: by setting up vertical beams, diagonal braces, horizontal beams, T-shaped heads, pins and connecting arms, a stable triangular horizontal brace unit and an overall "rice" shaped frame are formed in the structure. The top of the diagonal brace is welded to the slot at the edge of the T-shaped head, and the bottom is welded to the pin. With the rigid connection between the horizontal beam and the vertical beam, it has a geometric self-locking force effect. The upper and lower sets of vertical beams are fixed by the connecting arms, which enhances the spatial stability of the overall frame and resists the lateral shear deformation or vibration impact that may occur on the construction site, thereby improving the resistance to lateral displacement. By incorporating a connecting seat, socket, cover plate, fixing bolts, cover plate bolts, and T-head bolts, the crossbeam is designed to be detachable and installable at both ends. After the crossbeam is inserted into the socket, it is fixed by bolts in the socket and the inner groove of the connecting seat. Multiple locking mechanisms are achieved using the fixing bolts and T-head bolts. A cover plate is added at the far end, and the sealing is further reinforced by the cover plate bolts. This design not only ensures a secure installation and precise positioning but also facilitates quick replacement in case of crossbeam deformation. Attached Figure Description

[0015] Figure 1 This is a front view structural diagram of the present utility model; Figure 2 This is a front view schematic diagram of the vertical beam structure of this utility model; Figure 3 This is a side view schematic diagram of the diagonal brace structure of this utility model; Figure 4 This is a side view of the crossbeam structure of this utility model; Figure 5 This is a front view structural diagram of the socket of this utility model; Figure 6It is a front view structural schematic diagram of the connecting arm of the present utility model.

[0016] In the figure: 1. Side wall plate; 2. T-shaped head; 3. Cross beam; 4. Socket; 5. Connecting seat; 6. Vertical beam; 7. Diagonal brace; 8. Pin plate; 9. T-head bolt; 10. Slot; 11. Fixing bolt; 12. Cover plate; 13. Cover plate bolt; 14. Connecting arm; 15. Arm seat; 16. Connecting bolt. Detailed Description of the Embodiments

[0017] The following will clearly and completely describe the technical solutions in the embodiments of the present utility model with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only part of the embodiments of the present utility model, not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by a person of ordinary skill in the art without creative work shall fall within the protection scope of the present utility model.

[0018] Please refer to Figure 1-6 , the present utility model provides an embodiment: an anti-side sway cross-braced steel member, comprising side wall plates 1 and vertical beams 6, the vertical beam 6 is located between two sets of side wall plates 1, a connecting seat 5 is welded at the upper flange of the vertical beam 6, two sides of the connecting seat 5 are respectively inserted with sockets 4, a cross beam 3 is inserted into the socket 4, the connecting end of the cross beam 3 and the side wall plate 1 is fixed by a T-shaped head 2, a pin plate 8 is welded at the lower flange of the vertical beam 6, a diagonal brace 7 is welded between the T-shaped head 2 and the pin plate 8, a connecting arm 14 is fixed between the lower flange of the vertical beam 6 and the side wall plate 1, an arm seat 15 is fixedly connected between the connecting arm 14 and the connecting side of the side wall plate 1, and a connecting bolt 16 is fixedly connected between the connecting arm 14 and the flange of the vertical beam 6; Specifically, as shown in Figure 1 , Figure 2 and Figure 6 , by arranging the vertically symmetric vertical beams 6 and connecting arms 14, the force between adjacent vertical beams 6 is clearer. One end of the connecting arm 14 is fixed on the side wall plate 1, and the other end is fixed on the flange of the vertical beam 6, which improves the stiffness and stability of the overall member under transverse load, and reduces the side sway risk of the member during construction under external conditions such as earthquakes.

[0019] The vertical beam 6, the diagonal brace 7 and the cross beam 3 form a triangular cross-brace structure, two sets of upper and lower adjacent vertical beams 6 are symmetrically arranged, and the vertical beam 6, four sets of diagonal braces 7 and two sets of connecting arms 14 together form a "rice" shaped structure; Specifically, as shown in Figure 1 , Figure 2 and Figure 3As shown, by setting diagonal braces 7, with their tops welded to T-heads 2 and their bottoms welded to pins 8, a stable triangular structure is formed between the diagonal braces 7, the vertical beams 6, and the horizontal beams 3. This structure has good geometric self-locking characteristics and can be converted into axial force transmission when the component is under stress, thereby improving shear and lateral stiffness and enhancing the stability and durability of the joint.

[0020] The edge of the T-head 2 is machined with a slot 10. The slot 10 is a concave steel sheet with openings at the top and bottom. The top of the diagonal brace 7 is welded to the slot 10 and the bottom of the diagonal brace 7 is welded to the pin 8. Specifically, such as Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 and Figure 6 As shown, the crossbeam 3 can be double-fixed to the side wall panel 1 through the T-head 2 and the connecting seat 5. While ensuring installation accuracy, it is convenient for later maintenance or replacement, and prevents the crossbeam 3 from loosening or shifting after long-term use. This ensures that the whole component still has reliable lateral stability support when subjected to lateral force.

[0021] The socket 4 is inserted into the connector 5. A cover plate 12 is installed on the side of the socket 4 away from the connector 5. A cover plate bolt 13 is fixedly connected between the socket 4 and the cover plate 12. A crossbeam 3 extends out from the cover plate 12. A fixing bolt 11 is fixedly connected between the crossbeam 3 and the outer wall of the socket 4. A T-head bolt 9 is fixedly connected between the crossbeam 3 and the T-head 2. The connector 5 has inner grooves on both sides for fixing the socket 4. The socket 4 and the connector 5 are fixed by bolts. Specifically, such as Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, the T-head bolts 9, fixing bolts 11, and cover plates 12, etc., connect and fasten the socket 4 so that the socket 4 can be disassembled while ensuring the assembly firmness between the crossbeam 3 and the socket 4, avoiding structural loosening due to vibration or displacement. The cover plate bolts 13 reinforce the crossbeam 3, control the slippage of the crossbeam 3 in the socket 4, and improve the overall structure's resistance to lateral displacement.

[0022] Working principle: The vertical beam 6 is set between the two sets of side wall panels 1, and the connecting seat 5 and pin 8 are welded to the upper and lower flanges respectively. The two ends of the horizontal beam 3 are inserted into the socket 4 in sequence, and the socket 4 is then inserted and fixed in the connecting seat 5. The connection and positioning between the horizontal beam 3 and the side wall panel 1 is achieved by fixing bolts 11 and T-head bolts 9. The middle part of the horizontal beam 3 is connected to the T-head 2. The edge of the T-head 2 is provided with a slot 10 for welding the upper end of the diagonal brace 7. The lower end of the diagonal brace 7 is welded to the pin 8. The two adjacent sets of vertical beams 6 are connected by a connecting arm. 14 is connected, with one end of the connecting arm 14 fixed to the flange of the vertical beam 6, and the other end fixed to the side wall plate 1 via the connecting bolt 16 and the arm seat 15. When the structure is subjected to lateral load or vibration, the crossbeam 3 bears the horizontal force transmission, and the force is transmitted to the diagonal brace 7 through the T-head 2. The diagonal brace 7 then distributes the force to the pin plate 8 and the vertical beam 6. The vertical beam 6 and the connecting arm 14 form an upper and lower tie rod structure, which rebounds the force back to the side wall plate 1, forming a stable triangular and "rice" shaped rigid frame, thereby controlling lateral displacement and improving node stability.

[0023] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A lateral displacement-resistant cross bracing steel member, comprising a side wall plate (1) and a vertical beam (6), characterized in that: The vertical beam (6) is located between two sets of side wall plates (1), a connecting seat (5) is welded at the upper flange of the vertical beam (6), sockets (4) are respectively inserted on both sides of the connecting seat (5), a cross beam (3) is inserted into the socket (4), the connecting end of the cross beam (3) and the side wall plate (1) is fixed by a T-shaped head (2), a pin plate (8) is welded at the lower flange of the vertical beam (6), a diagonal brace (7) is welded between the T-shaped head (2) and the pin plate (8), and a connecting arm (14) is fixed between the lower flange of the vertical beam (6) and the side wall plate (1).

2. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: The vertical beam (6), the diagonal brace (7) and the cross beam (3) form a triangular cross-brace structure, and two sets of adjacent vertical beams (6) arranged one above the other are symmetrically arranged.

3. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: The vertical beam (6), four sets of diagonal braces (7) and two sets of connecting arms (14) together form an "X-shaped" structure.

4. The anti-lateral displacement cross bracing steel member according to claim 1, characterized in that: The socket (4) is inserted inside the connecting seat (5), a cover plate (12) is additionally installed on the side of the socket (4) away from the connecting seat (5), and a cover plate bolt (13) is fixedly connected between the socket (4) and the cover plate (12).

5. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: The cross beam (3) penetrates through the cover plate (12), a fixing bolt (11) is fixedly connected between the cross beam (3) and the outer wall of the socket (4), and a T-head bolt (9) is fixedly connected between the cross beam (3) and the T-shaped head (2).

6. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: A slot (10) is machined at the edge of the T-shaped head (2), the slot (10) is a "concave-shaped" steel sheet with upper and lower openings, the top of the diagonal brace (7) is welded and fixed to the slot (10), and the bottom end of the diagonal brace (7) is welded to the pin plate (8).

7. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: An arm seat (15) is fixedly connected between the connecting side of the connecting arm (14) and the side wall plate (1), and a connecting bolt (16) is fixedly connected between the connecting arm (14) and the flange of the vertical beam (6).

8. The anti-lateral displacement cross brace steel member according to claim 1, characterized in that: Inner grooves for fixing the socket (4) are provided on both sides inside the connecting seat (5), and the socket (4) and the connecting seat (5) are fixed by bolts.