摘要
某综合楼投入使用后，由于桩基承载力不足，造成墙体及混凝土梁板出现裂缝。而桩基质量事故与设计、施工及建设单位等多方面因素有关。针对实际情况，采用桩基托换补强，截桩迫降法纠偏、浇筑新承台等措施进行处理，取得良好效果。
As soon as the operation of a comprehensive building started and due to the incapability of its pile foundation's bearing capacity,there were cracks occured in its wall bodies,concrete slabs and beams.There were many factors: such as poor design, poor construction and inadequate building units et al.had caused all these cracks.According to these cracks actual conditions,these were treatment measures namely;(1)strengthening method of pile foundation underpinning,(2)rectifying deviation method of cutback pile and (3)method of newly built foundation platform et al.all these measures are proved effective with good results
出处
《建筑技术》
北大核心
1997年第9期614-615,共2页
Architecture Technology
