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混凝土结构裂缝宽度限值研究综述

欧阳威 谢永江 朱长华 杨鲁

铁道标准设计Issue(8):75-79,80,6.
铁道标准设计Issue(8):75-79,80,6.

混凝土结构裂缝宽度限值研究综述

General Review of Limit Value of Maximum Crack Width for Concrete Structures

欧阳威 1谢永江 2朱长华 2杨鲁1

作者信息

  • 1. 中国铁道科学研究院研究生部,北京 100081
  • 2. 中国铁道科学研究院铁道建筑研究所,北京 100081
  • 折叠

摘要

Abstract

The service environment of railway concrete structures turn from general to special with the rapid development of railway construction in our country. In order to study the limit value of maximum crack width for concrete structures in special environments, such as high windy and drought, this paper introduces the history of the limit value of maximum crack width for concrete structures applied in developed countries and China in different period of time according to the development of codes of concrete in terms of structures and durability. The influencing factors and tendencies related to the matter are also analyzed. Then the conclusion is reached to relax the limit value of maximum crack width step by step.

关键词

混凝土结构/裂缝/裂缝宽度限值

Key words

Concrete structures/Crack/limit value of maximum crack width

分类

建筑与水利

引用本文复制引用

欧阳威,谢永江,朱长华,杨鲁..混凝土结构裂缝宽度限值研究综述[J].铁道标准设计,2015,(8):75-79,80,6.

基金项目

中国铁路总公司科技研究开发计划项目(J2013G004) (J2013G004)

铁道标准设计

OA北大核心

1004-2954

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