摘要
结合岩溶地区某高层建筑桩基础工程,对由于持力层较差引起基桩承载力不足的问题,提出钢管混凝土补强处理方案。介绍了钢管桩补强方案的计算依据和计算方法,并对施工工艺进行了总结。高应变检测结果表明,补强方案效果良好,并且具有施工周期短、环境污染小等优点。
During the construction of pile foundations for a tall building in karst area, the bearing capacity of piles were found to be inadequate due to poor bearing stratum. The authors proposed a reinforcing method using concrete filled steel tubes. This paper introduces theoretical background and the calculation method and summarizes the construction technique. High-strain inspection result shows that this technology obtained good effect and has advantages such as short construction period and little environmental pollution.
出处
《施工技术》
CAS
北大核心
2012年第10期56-58,共3页
Construction Technology
基金
国家自然科学基金项目(51009030)
广西自然科学基金项目(2011GXNSFB018003)
广西工学院科学基金(1166216)
关键词
地下工程
桩基础
钢管混凝土
承载力
补强
高应变检测
underground
piles
concrete filled steel tube
bearing capacity
reinforcement
inspection