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免支撑施工的组合梁挠度计算研究

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免支撑施工浇筑楼板的组合梁挠度计算需分2阶段考虑,浇筑楼板时,在混凝土自重和钢梁自重作用下,只能考虑钢梁的刚度;楼板达到设计强度后,建筑面层永久荷载和使用荷载作用下,可按规范要求的组合梁刚度.现行JGJ 138-2016《组合结构设计规范》挠度计算未提及免支撑施工浇筑楼板时的工况,常用计算软件也未考虑该工况,组合梁的挠度计算值比实际挠度小.
RESEARCH ON DEFLECTION CALCULATION OF COMPOSITE BEAMS WITHOUT BRACING
The deflection calculation of composite beam without support construction and pouring floor slab should be considered in two stages.The dead weight of wet concrete and steel beams can only be considered when pouring floor slabs.When the floor achieves the design strength,the stiffness of composite beams can meet the requirements of the code under the dead load and service load of the building surface.The current code for design of composite structures does not mention the working conditions of deflection calculation in the construction stage.This condition is also not taken into account by common calculation software.The calculated deflection of the composite beam is smaller than the actual deflection.

brace-free constructioncomposite beamdeflection

邬亮、肖启仁、夏诗绮、欧阳学

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中国建筑第五工程局有限公司,长沙 410004

免支撑施工 组合梁 挠度

装配式框架体系和工业化建造的研究与应用

cscec5b-202-021

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(1)
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