[1]宋战平,张丹锋,曲建生,等.承压富水砂土地层桩洞法施工变形控制研究[J].西安建筑科技大学学报:自然科学版,2015,(01):33-38.[doi:10.15986/j.1006-7930.2015.01.007]
 SONG Zhanping,ZHANG Danfeng,QU Jiansheng,et al.Study on the deformation control of PBA construction method in pressure water sand stratum[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,(01):33-38.[doi:10.15986/j.1006-7930.2015.01.007]
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承压富水砂土地层桩洞法施工变形控制研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2015年01期
页码:
33-38
栏目:
出版日期:
2015-02-28

文章信息/Info

Title:
Study on the deformation control of PBA construction method in pressure water sand stratum
文章编号:
1006-7930(2015)01-0033-06
作者:
宋战平;张丹锋;曲建生;宋云财;
西安建筑科技大学土木工程学院;中国铁建大桥工程局集团有限公司;
Author(s):
SONG Zhanping12ZHANG Danfeng1QU Jiansheng12SONG Yuncai2
1. School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an, 710055, China;2. China Railway Construction Bridge Engineering Bureau group CO., LTD. Tianjing, 300300, China
关键词:
地下结构PBA工法数值模拟施工工序变形控制
Keywords:
underground structure PBA method numerical simulation construction process deformation control
分类号:
TU31213;TU31211
DOI:
10.15986/j.1006-7930.2015.01.007
文献标志码:
A
摘要:
北京地铁7号线双井站位于繁华的CBD核心区,车站附近存在复杂的建筑群,同时地下存在密集的管线分布;双井车站地层为饱水的砂土互层地层,受施工扰动变形大.由于双井站工程特点复杂,对该车站砂土互层地层采用8导洞"桩洞法(PBA)"施工中地层的变形特点进行了数值模拟分析,探讨了"8导洞"中不同的开挖层序和8导洞不同的开挖次序引起的车站地层地表的沉降变形特点,分析了"8导洞PBA法"在扣拱、主体开挖及二次衬砌施工的不同施工阶段砂土互层地层变形的变化.基于"8导洞"施工模拟计算结果,考虑"群洞效应"影响,提出了"先下导后上导、导洞间相互交错"的导洞施工顺序;制定了同一层导洞错距10 m,上下层导洞错距15...
Abstract:
The Shuangjing station of Beijing Metro 7# line is located at core area of CBD, which is near the complex building group and exists intensive underground pipelines. The strata where the station is located at are saturated interbedded soil and sand, which would be deformed greatly under the construction disturbance. Because the project characteristic of Shuangjing station is complicated, this paper carried out numerical simulation for PBA method with 8 pilot tunnels of the station and analyzed the deformation properties of stata interbedded soil and sand in construction process. This paper also discussed the strata subsidence properties corresponding to different excavation sequence of layers and different excavation sequences of 8 pilot tunnels. Further more, analyzed the strata deformaton change during difference construction stages of "PBA method with 8 pilot tunnels" such as supporting arc, main body excavation and secondary lining. According to the result of simulation calculation and considering group tunnel effect in construction process, the study proposed the construction sequence of " Lower pilot tunnel first and upper pilot tunnel second, and pilot tunnels staggered ".What is more, this paper put forward a construction measure that the distance between pilot tunnels in the same layer of 10 meters, and the distance between upper pilot tunnel and lower pilot tunnel of 15 meters, so as to effectively reduce the interaction between the pilot tunnels in construction process. The proposed measures based on the results of numerical analysis guided the project construction and got satisfied effect, which met the requirements of saturated stratum deformation control of " PBA method with 8 pilot tunnels" of Shuangjing station.

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备注/Memo

备注/Memo:

收稿日期:2014-09-26 修改稿日期:2015-02-08

基金项目:交通部西部交通建设科技项目(200831800030)

作者简介:宋战平(1974-),男,副教授,主要从事隧道与地下工程方面的教学和科研工作.E-mail:songzhpyt@xauat.edu.cn

更新日期/Last Update: 1900-01-01