+高级检索 English
国家体育馆双向张弦结构预应力施工技术
作者:
作者单位:

(北京市建筑工程研究院 北京 100039)

作者简介:

徐瑞龙

通讯作者:

中图分类号:

TU245.4

基金项目:


Prestressing construction technology of two-way tensioned structure of National Stadium
Author:
Affiliation:

(Beijing Academy of Architectural Engineering, Beijing 100039, China)

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    国家体育馆屋面采用双向张弦网格结构,其预应力施工具有一定的难度。介绍了预应力施工方案及施工前期的一些准备工作,如施工仿真模拟计算、张拉工装的设计。简单介绍了预应力施工监测方案和张拉过程中的同步控制措施,并结合仿真计算结果和现场监测结果,提出了此类结构的预应力施工技术和特点。

    Abstract:

    The roof of the National Stadium adopts the two-way tensioned grid structure, and its prestressed construction has certain difficulty. The prestressed construction scheme and some preparatory work in the early stage of construction are introduced, such as construction simulation calculation and the design of tensioning tools. This paper briefly introduces the prestressed construction monitoring scheme and the synchronous control measures in the tensioning process, and combines the results of simulation calculation and field monitoring, puts forward the prestressed construction technology and characteristics of this kind of structure.

    参考文献
    相似文献
    引证文献
引用本文

Ruilong Xu, Jie Qin, Ran Zhang, Guoli Li, Zeqiang Wang, Xinli Chen Prestressing construction technology of two-way tensioned structure of National Stadium. Prestress Technology 2011,15(05):11-41. 10.59238/j. pt.2011.05.002

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2023-08-06
  • 出版日期: