码头横梁收缩裂缝的产生原因及防治
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Causes and prevention of shrinkage cracks in beams of wharf
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:

    码头横梁由于混凝土收缩产生裂缝,这种裂缝虽然对结构安全性影响不大,但为腐蚀介质提供了侵入通道,对结构耐久性有不利影响。针对横梁施工过程中产生的收缩裂缝的问题,依托某码头工程,通过现场调查、数据分析,研究裂缝的产生原因。研究表明:该工程裂缝产生主要源于混凝土收缩,采取减小水灰比、增配钢筋的措施能有效达到防治混凝土收缩裂缝的目的。

    Abstract:

    The wharf beams have cracks due to the shrinkage of the concrete. Although such cracks have little impact on the safety of structures,but they provide intrusion channel for corrosion medium and have adverse effects on the durability of structure. Aiming at the problem of shrinkage cracks produced during the construction of the beam,relying on a certain wharf project,through on-site investigation and data analysis,the causes of cracks are studied. The research shows that the cracks in this project are mainly caused by the shrinkage of concrete,and the measures of reducing the water-cement ratio and adding steel bars can effectively achieve the purpose of preventing concrete shrinkage cracks.

    参考文献
    相似文献
    引证文献
引用本文

张雯燕,马华东.码头横梁收缩裂缝的产生原因及防治[J].水运工程,2020(11):186-190.

复制
分享
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: 2020-11-10
  • 出版日期:
文章二维码