首页|单片整体预制钢混组合梁结构设计

单片整体预制钢混组合梁结构设计

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整体预制钢混组合梁是将混凝土桥面板、剪力钉、钢主梁同时在场地预制后再吊装上桥(类似于预制T梁),相较于分块预制钢混组合梁,具有结构受力更合理、用钢量少、施工速度快等优点.文中对单片整体预制钢混组合梁结构进行仿真研究,提出将端横梁与主梁同时预制,可解决施工期间横向稳定性问题;对支点负弯矩区混凝土裂缝进行研究,提出采用双支座方案对降低支点处混凝土桥面板应力有一定作用,简化更换临时支座的流程,便于快速施工.
Structural Desigh of Research on Single Piece Prefabricated Steel Concrete Composite Beam
The overall prefabricated steel-concrete composite beam is a method of prefabricating con-crete bridge deck panels,shear studs,and steel main beams on site and then hoisting them onto the bridge(similar to prefabricated T-beams).Compared to segmented prefabricated steel-concrete com-posite beams,it has the advantages of more reasonable structural stress,less steel consumption,and faster construction speed.A simulation study on the structure of a single piece prefabricated steel-con-crete composite beam was conducted,and prefabricating the end crossbeam and main beam simultane-ously was proposed to solve the lateral stability problem during construction.A study was conducted on concrete cracks in the negative bending moment zone of the support point,and a dual support scheme was proposed to reduce the stress on the concrete bridge deck at the support point,reducing the need to replace temporary supports and facilitating rapid construction.

steel-concrete composite beamintegral prefabricationblock prefabricationstress per-formancesteel consumption

李光川、宋随弟、张扬、殷峰

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中铁二院工程集团有限责任公司 成都 610031

中铁开发投资集团有限公司 昆明 650504

钢混组合梁 整体预制 分块预制 受力性能 用钢量

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(6)