首页> 外文会议>International Conference on Architectural Engineering and Civil Engineering >Simulation of Construction Process Combining Steel Truss Integral Lifting with Concrete Pouring for SRC Conversion Layer Structure
【24h】

Simulation of Construction Process Combining Steel Truss Integral Lifting with Concrete Pouring for SRC Conversion Layer Structure

机译:SRC转换层结构混凝土浇筑钢桁架集成升降施工过程的仿真

获取原文

摘要

The steel reinforced concrete structure is widely used in the large space structure with its excellent mechanical properties, superior economic performance and outstanding comprehensive benefit. This type of structure is a combination of structure, section steel, steel bar, concrete and other components, due to the construction sequence is not the same, the secondary stress in the structure will not be the same, the safety of the construction process will be different. In this paper, we put forward the whole lifting of the steel skeleton, and then put the concrete into the layer by layer, forming the steel reinforced concrete structure. The method has the advantages of convenient construction, short construction period, and can save a lot of cost, and need to simulate the construction process. In this paper, the construction process of the integral lifting construction of the steel reinforced concrete structure is studied in detail, then, the analysis of the structure of the steel truss lifting and load transfer process is studied. In the process of pouring concrete, the support structure is analyzed, and finally the stress process of steel reinforced concrete structure is analyzed. The research results show that the integral lifting construction method of the steel reinforced concrete structure can ensure the safety of the structure.
机译:钢筋混凝土结构广泛应用于大型空间结构,具有优异的机械性能,优越的经济性能和卓越的综合效益。这种类型的结构是结构,钢,钢筋,混凝土等部件的组合,由于施工序列不一样,结构中的二级应力将不相同,施工过程的安全性将会不同。在本文中,我们提出了整个钢骨架的提升,然后将混凝土放入层层中,形成钢筋混凝土结构。该方法具有方便的结构,施工短,施工短,并且可以节省大量成本,并需要模拟施工过程。本文研究了钢筋混凝土结构的整体提升结构的施工过程,研究了钢桁架提升和载荷过程的结构分析。在浇筑混凝土的过程中,分析了支撑结构,最后分析了钢筋混凝土结构的应力过程。研究结果表明,钢筋混凝土结构的整体提升施工方法可确保结构的安全性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号