+高级检索 English
伸缩装置的破坏分析
作者:
作者单位:

(柳州市建筑机械总厂技术中心)

作者简介:

黄建勋

通讯作者:

中图分类号:

U443.31

基金项目:


Failure Analysis of Telescopic Devices
Author:
Affiliation:

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:

    在气温变化、混凝土收缩、徐变及荷载等因素的影响下,桥梁梁体长度会发生变化,从而使梁端发生位移,为适应这种位移并保持桥上行车平稳,就必须设置桥梁伸缩装置。随着我国交通运输事业的飞速发展,高速公路、高架道路、立交桥的大量兴建,公路桥梁车辆通行量的增大,车速的提高,车辆的承重在增长,人们对行车舒适性等的要求越来越高,因此对公路桥梁伸缩装置的要求也越来越高

    Abstract:

    In the temperature change, concrete contraction, creep and load and other factors, the bridge beam length will change, so that the beam end displacement, in order to adapt to this displacement and keep the bridge traveling smoothly, it is necessary to set the bridge expansion device. With the rapid development of China's transportation, highways, elevated roads, overpasses, the construction of a large number of highway bridges, the increase in the amount of vehicular traffic, vehicle speed increases, the vehicle's load in the growth of people's comfort on the road and other requirements are more and more demanding, so the requirements of highway bridges, expansion and contraction of the device is also more and more demanding!

    参考文献
    相似文献
    引证文献
引用本文

Huang Jianxun, Yan Lirong Failure Analysis of Telescopic Devices. Prestress Technology 2000,4(04):34-35. 10.59238/j. pt.2000.04.009

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: 2023-08-11
  • 出版日期: