摘要
基于在实际工程设计中温差的大小对钢筋混凝土水池池壁内应力的影响是个容易被忽视的问题,运用理论和试验相结合的方法,通过对钢筋混凝土水池在施工完成后产生裂缝的工程实例进行较为系统的计算、分析,讨论了此温度应力的影响效应。并在池壁裂缝的修补及设计中提出了增设环箍加固→裂缝修补→最终加固三个程序的处理方法,最后提出了在施工中应注意的事项。
Based on the problem that temperature difference has the influence on the internal stress of reintorcely concrete pool wall which is a easy to be ignored in actual engineering design, the paper comparatively systematically calculates and analyses the engineering that reinforced concrete pool wall produces crevice after being completed in construction by theory and experiment ,discusses the effect that the temperature stress has on reinforced concrete pool, at the same time the hoop strengthening, crevice mending and ultimately consolidating three treatment method is put forward in the pool crevice mending. Finally matters for attention are suggested in the construction.
出处
《辽宁工程技术大学学报(自然科学版)》
EI
CAS
北大核心
2007年第2期228-231,共4页
Journal of Liaoning Technical University (Natural Science)
基金
辽宁省科学技术基金资助项目(20022155)
关键词
温差
钢筋混凝土
裂缝
温度应力
temperature difference
reinforced concrete
crevice
temperature stress