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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 145-150.

• 研究与探索 • 上一篇    下一篇

建筑物下地铁车站穿越施工数值模拟方法分析

汪成兵, 高文生, 王昆泰   

  1. 中国建筑科学研究院地基基础研究所,北京100013
  • 收稿日期:2010-06-25 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:汪成兵(1979—),男,安徽怀宁人,博士,工程师。

Analysis on Numerical Simulations of Construction of Metro
Stations Passing underneath Buildings

HONG  Cheng-Bing, GAO  Wen-Sheng, WANG  Hun-Tai   

  1. Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013
  • Received:2010-06-25 Online:2010-08-14 Published:2010-08-25

摘要:

随着城市地下空间的开发利用,浅埋隧道穿越地面建筑物施工问题引起了越来越多的关注。以北京某地铁车站为例,采用3类数值模拟方法对建筑物下地铁车站动态施工全过程进行了模拟计算,对比分析了不同模拟方法对地表、围岩及支护结构受力变形的影响。结果表明:在不考虑建筑物及其荷载情况下地表、围岩及支护结构的应力、变形最小;在考虑建筑物存在情况下地表沉降量、基础沉降差及地表水平位移量较小,但沉降槽宽度较大;将建筑物上部结构简化成均布荷载时,基础存在与否对地表沉降曲线影响不大,但基础的存在可以减小地表水平位移、车站拱顶下沉、支护结构变形及立柱轴力。文章最后将计算沉降值与实测值进行了对比,考虑建筑物存在情况下的计算沉降值与实测值最为接近。

关键词: 建筑物, 地铁车站, 穿越施工, 数值模拟

Abstract:

Along with the exploitation and utilization of urban underground space, the construction problem of Metro station passing underneath buildings has aroused more and more attentions. Taking a Metro station in Beijing as the study object, the whole dynamic construction process of Metro station passing underneath buildings is simulated and calculated by using three different numerical simulation methods. The influence of different simulation methods on deformation of ground, surrounding rock and support structure are compared and analyzed. The research results show that the stress and deformation of the ground, surrounding rock and support structure are minimum while the building and its load are not considered; the settlement of the ground, the differential settlement of the foundations and the horizontal displacement are small, but the settlement trough is wide when the buildings are considered. The foundations have little influence on the settlement curves of the ground, but they can decrease the horizontal displacement of the ground, the settlement of the station crown, the displacement of the support structure and the axial force of the pile while the superstructure of the building is simplified as a uniform loading. Finally, the calculated ground settlement is compared with the actual settlement and they are the most proximal while the building is considered in the calculations.

Key words: building, Metro station, crossing construction, numerical simulation