摘要
针对施工期墩墙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。认为墩墙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。通过三维有限单元法对某大闸施工期混凝土在该温控防裂措施下温度场和应力场的仿真计算,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。
In view of the problem of concrete crack in the period of construction, this paper lntroauces me forming mechanism of crack in thin-walled concrete structure and puts forward the corresponding measures and methods. Generally speaking, the temperature difference between the inside and outside at early stage and the basic difference of the temperature at later stage are considered as the main factors influencing the phenomena, while the external heat preservation and internal cooling pipes measures achieve better effect on preventing cracks. The 3-D FEM is adopted to simulate the thermal field and stresses field of concrete constructed subsequently and the result shows that good effect of temperature control and crack prevention is achieved. This should have great reference signification to similar concrete projects in the future.
出处
《辽宁工程技术大学学报（自然科学版）》
CAS
北大核心
2008年第2期227-229,共3页
Journal of Liaoning Technical University (Natural Science)
基金
国家自然科学基金资助项目(50579080)
水利部科技创新重点资助项目(SCXC2003-10)
河海大学院士学科发展基金资助项目(HHUYS003)
关键词
墩墙混凝土结构
裂缝
温控防裂
温度场
应力场
thin-walled concrete structure
crack
temperature control and crack prevention
temperature field
stress field
作者简介
王振红（1977-），男，河南安阳人，博士研究生，主要从事水工结构工程混凝土温控防裂疗面研究，E-mail：faithzhen@126．com。
