摘要
对框架混凝土柱内拉结筋的预埋弊病进行了分析,从预埋施工偏差原因及防治措施方面进行了论述和研究,解决了拉结筋施工偏差较大,利用率不高的问题。
Based upon analysis of the diseases in tie bar embedment in concrete frame column, from construction deviation practical prevention and treatment measures are discussed, which resolve the question of deviation and increase the utilization ratio of tie bar.
出处
《山西建筑》
2007年第23期112-112,共1页
Shanxi Architecture
关键词
拉结筋
移位
混凝土柱
tie bar, displacement, concrete column
