浅谈限压井技术在龙潭TOD项目的应用与优化

摘要:

现代建筑物体量大,基础深度大,及其容易导致地表水渗漏回灌,当不透水土层作为基础持力层时,极易造成水盆效应,致使建筑物上浮,从而破环建筑物结构。为此,研究分析不透水土层深基坑基础降排水方案以及施工工艺是非常有必要性的。本文基于龙潭TOD项目限压井工程现场施工进行剖析,提出相关优化措施以便于提高限压井工程的施工质量。

Abstract:

Modern buildings are large in volume and have deep foundations,which can easily lead to the leakage and recharge of surface water. When the impermeable soil layer serves as the foundation bearing stratum, it is extremely likely to cause the \water - basin effect\ resulting in the floating of the building and thus damaging the building structure. Therefore, it is very necessary to study and analyze the dewatering and drainage scheme and construction technology for the deep foundation pit on the impermeable soil layer. This paper analyzes the on - site construction of the pressure limiting well project of the LongTan TOD project and proposes relevant optimization measures to improve the construction quality of the pressure - limiting well project.