期刊文献+

采用排水限压法的既有工程抗浮治理研究 被引量:6

Study on anti-floating treatment of existing projects with drainage pressure limiting method
下载PDF
导出
摘要 某二层地下室因抗浮设防水位偏低导致其建成后抗浮措施失效。分析了抗浮措施失效的原因。通过比选多种处理措施,采用排水限压法控制地下水位。通过在集水坑设置倒U形管,控制地下水排水标高,降低渗流水位差,减少渗流水量和排水水量。最后对排水限压法的保障措施、监测和维护内容给出了建议。 The anti-floating measures failed after the completion of a two-story basement due to the low anti-floating waterproof level.The causes of the failure of anti-floating measures were analyzed.By comparing and selecting a variety of treatment measures,the scheme of drainage pressure limiting method was adopted to control the groundwater level.By setting an inverted U-shaped pipe in the catchment pit,the elevation of groundwater drainage was controlled,the difference of seepage water level was reduced,and the amount of seepage and drainage water were reduced.Finally,suggestions were given for the safeguard measures,monitoring and maintenance of the drainage pressure limiting method.
作者 高明宇 谭光宇 方伟明 贺文 陈建城 谢丹 GAO Mingyu;TAN Guangyu;FANG Weiming;HE Wen;CHEN Jiancheng;XIE Dan(China Machinery International Engineering Design&Research Institute Co.,Ltd.,Changsha 410007,China)
出处 《建筑结构》 CSCD 北大核心 2021年第21期11-14,105,共5页 Building Structure
关键词 既有工程 排水限压法 抗浮治理 倒U形管 渗流水位差 渗流量 监测和维护 existing project drainage pressure limiting method anti-floating treatment inverted U-shaped pipe difference of seepage water level amount of seepage water monitoring and maintenance
  • 相关文献

参考文献4

二级参考文献20

共引文献99

同被引文献38

引证文献6

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部