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Low-position corridor of space beam string structure-open-web truss steel structure
The invention discloses a space string beam-open web truss steel structure low-position corridor, and belongs to the technical field of string beam corridors. According to the space string beam-vierendeel truss steel structure low-position corridor, the inhaul cables are connected to the two sides of the middle supporting assembly, the other ends of the inhaul cables are connected to the lower portion of the end of the truss corridor, a self-balancing string beam supporting mechanism can be formed, and due to the fact that the inhaul cables are additionally arranged below the truss corridor, the rigidity and strength of the truss corridor can be further enhanced through the technology; and pre-tension stress is applied to the inhaul cables on the two sides, the deflection of the corridor can be effectively controlled, it is ensured that the corridor keeps better stable performance when bearing loads, the anti-seismic performance of the truss corridor is outstanding, the safety of a building is ensured, modular design is adopted in the technology, the assembling and disassembling processes of the truss corridor are faster and more efficient, and the construction cost is reduced. Meanwhile, the technology has high universality and variability, can adapt to different building styles and function requirements, and provides great convenience for engineering implementation.
本发明公开了一种空间张弦梁‑空腹桁架钢结构低位连廊,属于张弦梁连廊技术领域。该空间张弦梁‑空腹桁架钢结构低位连廊,通过在中撑组件的两侧连接拉索,使拉索的另一端连接在桁架连廊的端部下方,则可形成自平衡张弦梁支撑机构,由于拉索加装在桁架连廊的下方,该技术能够进一步加强桁架连廊的刚度和强度,并且通过对两侧拉索施加预拉应力,可有效控制连廊的挠度,确保连廊在承受荷载时保持更好的稳定性能,使得桁架连廊抗震性能突出,确保了建筑的安全性,而且该技术采用模块化设计,使得桁架连廊的组装和拆卸过程更加快速和高效,同时,该技术具有较强的通用性和可变性,能够适应不同建筑风格和功能需求,为工程实施提供了极大的便利。
Low-position corridor of space beam string structure-open-web truss steel structure
The invention discloses a space string beam-open web truss steel structure low-position corridor, and belongs to the technical field of string beam corridors. According to the space string beam-vierendeel truss steel structure low-position corridor, the inhaul cables are connected to the two sides of the middle supporting assembly, the other ends of the inhaul cables are connected to the lower portion of the end of the truss corridor, a self-balancing string beam supporting mechanism can be formed, and due to the fact that the inhaul cables are additionally arranged below the truss corridor, the rigidity and strength of the truss corridor can be further enhanced through the technology; and pre-tension stress is applied to the inhaul cables on the two sides, the deflection of the corridor can be effectively controlled, it is ensured that the corridor keeps better stable performance when bearing loads, the anti-seismic performance of the truss corridor is outstanding, the safety of a building is ensured, modular design is adopted in the technology, the assembling and disassembling processes of the truss corridor are faster and more efficient, and the construction cost is reduced. Meanwhile, the technology has high universality and variability, can adapt to different building styles and function requirements, and provides great convenience for engineering implementation.
本发明公开了一种空间张弦梁‑空腹桁架钢结构低位连廊,属于张弦梁连廊技术领域。该空间张弦梁‑空腹桁架钢结构低位连廊,通过在中撑组件的两侧连接拉索,使拉索的另一端连接在桁架连廊的端部下方,则可形成自平衡张弦梁支撑机构,由于拉索加装在桁架连廊的下方,该技术能够进一步加强桁架连廊的刚度和强度,并且通过对两侧拉索施加预拉应力,可有效控制连廊的挠度,确保连廊在承受荷载时保持更好的稳定性能,使得桁架连廊抗震性能突出,确保了建筑的安全性,而且该技术采用模块化设计,使得桁架连廊的组装和拆卸过程更加快速和高效,同时,该技术具有较强的通用性和可变性,能够适应不同建筑风格和功能需求,为工程实施提供了极大的便利。
Low-position corridor of space beam string structure-open-web truss steel structure
一种空间张弦梁-空腹桁架钢结构低位连廊
ZHAO MENG (author) / SUN HAOJUN (author) / WANG SHAOAN (author) / ZHANG CHUNMING (author) / LIU HAOYU (author) / LYU HANXIANG (author) / XU DONGJIE (author) / WANG BAOJIE (author) / HE JUAN (author) / CHEN WENPENG (author)
2024-12-17
Patent
Electronic Resource
Chinese
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