Hanging truss suitable for large-span floor
Patent Information
- Application Number
- CN202521861863.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-08-30
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2035-08-30
AI Technical Summary
构件适配性差:传统支撑座约束弱易滑移,拉杆截面抗剪扭能力有限,缺乏稳定支撑易弯曲,影响整体稳定性
1、通过固定板与U形支撑座的配合,实现对横梁、拱梁端部的稳定约束,U形支撑座能包裹横梁、拱梁端部,有效防止端部滑移或扭转,斜拉杆为横梁提供倾斜向上的拉力,提拉组件为拱梁提供向上的拉力补偿,形成“横梁斜拉加拱梁提拉”的双重拉力体系,将横梁、拱梁承受的竖向荷载部分转化为拉力传递至固定板,大幅降低横梁、拱梁的弯剪应力,避免跨中形变与端部应力集中,使桁架承载能力显著提高;
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Figure CN224692973U_ABST
Abstract
Claims
1. A suspended truss suitable for large-span floors, characterized in that: It includes two vertically mounted fixed plates (4) on the weighing devices on both sides of the building. The opposite surfaces of the two fixed plates (4) are fixedly connected to two vertically distributed support seats (5). A crossbeam (1) and an arch beam (2) located below the crossbeam (1) are fixedly connected between the two support seats (5) in the horizontal direction. Several connecting frames (3) are fixedly connected between the arch beam (2) and the crossbeam (1). A lifting assembly (7) is fixedly connected to the fixed plate (4) to provide upward tension to the arch beam (2). The lifting assembly (7) includes a steel cable (11) fixedly connected between the fixed plate (4) and the arch beam (2) and a guide rail (14) for supporting the steel cable (11).
2. The suspended truss suitable for large-span floors according to claim 1, characterized in that: The fixed plate (4) and the crossbeam (1) are fixedly connected by an inclined tie rod (6).
3. The suspended truss suitable for large-span floors according to claim 2, characterized in that: The end face of the diagonal tie rod (6) is cross-shaped.
4. The suspended truss suitable for large-span floors according to claim 1, characterized in that: The support base (5) is U-shaped and is used to support the ends of the crossbeam (1) and the arch beam (2).
5. The suspended truss suitable for large-span floors according to claim 1, characterized in that: A detection component (8) is provided between the two fixed plates (4) for detecting whether the crossbeam (1) is deformed.
6. The suspended truss suitable for large-span floors according to claim 5, characterized in that: The detection component (8) includes two tension sensors (9) hinged on the crossbeam (1). The force-bearing end of the tension sensor (9) is fixedly connected to the corresponding fixing plate (4) through the pull rope (10), and the pull rope (10) is in a taut state.
7. The suspended truss suitable for large-span floors according to claim 1, characterized in that: The connecting frame (3) is vertical between the crossbeam (1) and the arch beam (2).
8. The suspended truss suitable for large-span floors according to claim 1, characterized in that: The lifting assembly (7) includes a V-shaped frame (12) fixedly connected to the fixed plate (4). The tip of the V-shaped frame (12) is fixedly connected to the fixed plate (4) with a guide rail (14) at an incline. The bottom of the V-shaped frame (12) is fixedly connected to the fixed plate (4) with a support rod (13) at an incline.
9. The suspended truss suitable for large-span floors according to claim 1, characterized in that: The guide rail (14) has several independent guide grooves, and each guide groove is equipped with a steel cable (11).
10. The suspended truss suitable for large-span floors according to claim 1, characterized in that: Both the crossbeam (1) and the arch beam (2) are steel pipe truss structures.