摘要
针对基坑监测中采用钢筋应力计量测钢筋混凝土轴力时出现混凝土支撑轴力值偏大的异常情况,进行了简要的原因分析、解释和总结,同时提出在工程中针对监测结果进行修正的必要性,以避免因为结果的偏大而影响工程的设计和施工。
Aiming at the abnormalities of concrete strut axial forces value slants big using reinforced stress to measure reinforced concrete axial force in excavation monitor,conducted briefly the reason,explain and summary,and put forward necessary correction for the monitoring results in engineering,so as to avoid because of the results slants big to influence design and construction of engineering.
出处
《山西建筑》
2011年第20期80-81,共2页
Shanxi Architecture
关键词
钢筋混凝土
支撑轴力
收缩
徐变
温度应力
reinforced concrete
strut axial forces
shrinkage
creep
temperature stress
