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梁板柱体系混凝土建筑施工时变结构简化计算 被引量:3

Safety Checking Model for Time-dependent Structural System of Beam-slab-column Concrete Building During Construction
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摘要 针对梁板柱混凝土结构施工阶段承担的施工荷载 ,提出按梁、板两个时变结构 ,分别计算作用于梁、板以及梁与板上支架的施工荷载 ,通过支架承担施工荷载的线性叠加计算梁和板共用支架承担施工荷载的简化模型 ,经实际工程验证 。 Through simulating the beam slab column structures during construction as two time dependent structures,namely time dependent beam and slab structure,loads on the slab,beam and shores are calculated respectively,and the load on the common shore of beam and slab is added linearly.Then a simplified method for beam slab column structural construction loads analysis is put forward,and verified with the results of testing in site,which is the base for the design of construction schedule and checking of temporary structures.
出处 《建筑结构》 CSCD 北大核心 2003年第8期25-27,共3页 Building Structure
基金 上海市浦东新区城市建设委员会青年基金项目 上海市浦东新区城市建设集团资助
关键词 混凝土结构 施工荷载 安全检验 模板支撑系统 beam slab column concrete structure construction process time dependent system loads safety
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参考文献4

  • 1王光远.论时变结构力学[J].土木工程学报,2000,33(6):105-108. 被引量:177
  • 2赵挺生,赵伟,顾祥林,张誉.高层混凝土结构施工阶段安全性分析的简化模型[J].建筑结构,2002,32(3):10-12. 被引量:11
  • 3Nielsen K. Load on reinforced concrete floor slabs and their deformation during construction. Bulletin No. 15 Final Report, Swedish Cement and Concrete Research Institute, Royal Institute of Technology, Stockholm, 1952.
  • 4Liu Xi L,Chen W F,Bowman M D. Shore-slab interaction in concrete buildings. ASCE, Journal of Construction Engineering and Management, 1986,112(2).

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