土工基础

›› 2017, Vol. 31 ›› Issue (2): 139-142.

• 工程实录 • 上一篇    下一篇

桩锚支护在深基坑工程中的应用

陈 飞 1,2，高 阳 1，张学焱 1，徐 狮 1，石文芳 2   

  1. (1.江西理工大学资源与环境工程学院，江西赣州 341000； 2.江西省矿业工程重点实验室，江西赣州 341000)
  • 收稿日期:2016-04-25 修回日期:2016-05-04 出版日期:2017-04-20 发布日期:2017-05-04
  • 作者简介:陈 飞（1969-），男，博士，副教授，研究方向为地基与基础工程。
  • 基金资助:

    江西省科学技术厅资助项目（20151BBG70061）；江西省研究生创新专项资金资助项目（YC2015S307）

Application of Anchored Soldier Pile Wall as the Deep Excavation Supporting System

CHEN Fei 1,2, GAO Yang 1, ZHANG Xueyan 1, XU Shi 1, SHI Wenfang 2   

  1. (1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou 341000;2.Jiangxi Key Laboratory of Mining Engineering, Ganzhou 341000)
  • Received:2016-04-25 Revised:2016-05-04 Online:2017-04-20 Published:2017-05-04

摘要： 结合武汉世茂龙湾一期二标段深基坑工程实践，为满足基坑支护方案的安全、经济、方便施工，根据地质条件、场地环境条件对支护方案进行优化选型，采用等值梁法进行悬臂桩加锚杆的支护结构设计，计算结果表明，该支护体系可以较好保证支护结构位移在安全范围内、支护体系安全高效，对周围建筑物影响小，节省工程费用，可为软土地区类似深基坑支护体系的设计、施工提供理论依据。

关键词: 基坑支护, 软土深基坑, 等值梁法, 悬臂桩加锚杆

Abstract: The anchored soldier pile wall as the deep excavation supporting system was used in the second contract package of the First Phase of Shimao Longwan Project in Wuhan. In order to meet the requirement of safe, cost effectiveness and construction simplification, the supporting system was optimized based on the subsurface conditions and the adjacent constrain environment. The anchored soldier pile wall was analyzed with equivalent beam method. The results indicate that the selected supporting system is adequate for the excavation. The system is satisfactorily controlled the lateral deflection, minimize the impact on the adjacent building structures and is also cost effective.

Key words: Deep Excavation, Deep Excavation in Soft Soils, Equivalent Beam Method, Anchored Soldier Pile Wall