首页> 外文会议>International Conference on Civil Engineering and Building Materials >Research on the United Supporting Structure of Piled Anchor and Reinforced Concrete Internal Bracing for City Deep Foundation Pit under Complex Surroundings
【24h】

Research on the United Supporting Structure of Piled Anchor and Reinforced Concrete Internal Bracing for City Deep Foundation Pit under Complex Surroundings

机译:复杂环境下城市深基坑堆积锚和钢筋混凝土内部支撑的联合支撑结构研究

获取原文

摘要

In this paper, according to the hydrogeology and the surrounding of a 20 meters depth city deep foundation pit which has complex surrounding, the united supporting structure of piled anchor and reinforced concrete internal bracing for this foundation pit was proposed based on the reality that some underground space in surrounding of the foundation pit can not be used. Then according to the possible construction process for foundation pit, the stability of the united supporting structure was calculated and analyzed based on the characteristics of piled anchor and internal bracing. And a case project to support a deep foundation pit by using the united supporting structure of piled anchor and reinforced concrete internal bracing was introduced subsequently. The study results show that the 20 meters depth city deep foundation pit stabilizes integrally when the foundation pit is supported by the united supporting structure. The results also show that settlement of the pit's surrounding shallow ground is very small, and water-stop curtain of this pit has good performance on piping resistance. It is also certified that the united supporting structure of piled anchor and reinforced concrete internal bracing can meet to the operating requirements of underground space in surrounding.
机译:本文根据水文地质和周围的20米深度城深基坑,具有复杂的周围,基于一些地下的现实提出了这座基础坑的堆积锚和钢筋混凝土内部支撑的联合支撑结构。无法使用基础坑周围的空间。然后根据基坑可能的施工方法,基于堆叠锚和内部支撑的特性计算和分析联合支撑结构的稳定性。随后引入了通过使用桩锚和钢筋混凝土内部支撑的联合支撑结构来支持深基坑的案例项目。研究结果表明,当铸造坑支撑联合支撑结构支持时,20米深度城深基坑坑一体地稳定。结果还表明,坑周围浅地的沉降非常小,这种坑的水停止窗帘对管道阻力具有良好的性能。还认证了堆积锚和钢筋混凝土内部支架的联合支撑结构可以符合周围地下空间的运营要求。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号