首页 | 本学科首页   官方微博 | 高级检索  
     

薄壁混凝土结构施工期温控防裂研究
引用本文:王振红,朱岳明,于书萍.薄壁混凝土结构施工期温控防裂研究[J].西安建筑科技大学学报(自然科学版),2007,39(6):773-778.
作者姓名:王振红  朱岳明  于书萍
作者单位:1. 河海大学水利水电工程学院,江苏,南京,210098
2. 湖北省水利水电勘测设计院北京分院,北京,100055
基金项目:国家自然科学基金;水利部科技创新项目;河海大学校科研和教改项目
摘    要:针对施工期薄壁混凝土结构易开裂的问题,阐述了裂缝成因和开裂机理,提出了相应的防止措施.认为薄壁混凝土结构早期的内外温差,后期基础温差是这类裂缝产生的主要原因,而表面保温和内部水管降温的温控防裂措施是防止这类裂缝的有效措施.结合混凝土温度场应力场的基本原理和水管冷却的精确算法,通过三维有限单元法对某大型渡槽施工期混凝土结构在该温控防裂措施下的温度场和应力场进行仿真计算,结果显示该防裂措施效果良好,对类似工程具有一定的参考价值.

关 键 词:薄壁混凝土结构  裂缝  温控防裂  温度场  应力场
文章编号:1006-7930(2007)06-0773-06
收稿时间:2007-06-14
修稿时间:2007年6月14日

Study on temperature control and crack prevention of thin-walled concrete structures during the construction period
WANG Zhen-hong,ZHU Yue-ming,YU Shu-ping.Study on temperature control and crack prevention of thin-walled concrete structures during the construction period[J].Journal of Xi'an University of Architecture & Technology,2007,39(6):773-778.
Authors:WANG Zhen-hong  ZHU Yue-ming  YU Shu-ping
Abstract:In view of the problem of concrete crack in the period of construction,this paper introduces the forming mechanism of crack in thin-walled concrete structure and puts forward the corresponding measures and methods.Generally speaking,the difference between the inside and outside temperature at the early stage and the basic difference of the temperature at the later stage are considered as the main factors influencing the phenomena,while the external heat preservation and internal cooling pipes measures have positive effect for preventing cracks.Under the basic theories of temperature field and stress field of concrete,the 3D FEM with the numerical algorithm of pipe cooling is adopted to simulate the thermal field and stresses field of concrete aqueduct during construction.The result shows that good effect of temperature control and crack prevention is achieved.This should have great reference significance to the similar concrete projects in the future.
Keywords:thin-walled concrete structure  crack  temperature control and crack prevention  temperature field  stress field
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号