土工基础 ›› 2023, Vol. 37 ›› Issue (3): 382-386.

• 工程实录 • 上一篇    下一篇

紧邻既有建筑地铁车站超深基坑施工沉降控制技术

刘秀1,赵猛2,魏兵超2,孟益平3,祝金龙3,4   

  1. (1.合肥市轨道交通集团有限公司,合肥 230001;2.北京安捷工程咨询有限公司,北京 100001;3.合肥工业大学,合肥 230009;4.安徽理工大学,安徽淮南 232001)
  • 收稿日期:2022-10-18 修回日期:2022-11-17 出版日期:2023-06-30 发布日期:2023-07-03
  • 作者简介:刘秀(1995-),男,硕士,助理工程师,研究方向为市政轨道建设施工管理、基坑检测设计、风险预警分析等。

Existing Metro Station Settlement Control Due to the Adjacent Deep Excavations

LIU Xiu1, ZHAO Meng2, WEI Bingchao2, MENG Yiping3, ZHU Jinlong3,4   

  1. (1.Hefei Transit Group Co. Ltd., Hefei 230001;
    2.Beijing Anjie Engineering Consulting Co. Ltd., Beijing 100001;
    3.Hefei University of Technology, Hefei, 230009;
    4.Anhui University of Science and Technology, Huainan 232001)
  • Received:2022-10-18 Revised:2022-11-17 Online:2023-06-30 Published:2023-07-03

摘要: 随着城市的发展,在建筑密集区修建基坑越来越普遍,基坑建设中如何保证周边建筑的安全成为了工程是否能够顺利进行的重要前提,复杂的环境对于基坑工程,特别是超深基坑工程的施工控制提出了更高的要求。正在修建的合肥北一环地下四层车站超深基坑工程周边环境复杂,安全等级为一级,针对周边建筑林立的环境,提出了相应的施工控制对策,按“分层、分段、平衡”进行开挖,采用地连墙进行围护,内部设置五道支撑结构,施工严格按照施工工序进行,监测结果显示,建筑的倾斜率和沉降值均不超过规定的容许值,处于安全稳定状态,车站建设时相应的施工对策有效的保护了周边的建筑物。

关键词: 超深基坑, 周边建筑, 沉降, 控制对策

Abstract: With the urban development, the deep excavations in the densely populated urban areas are increasingly common and ensuring the safety of surrounding buildings in the deep excavation process has become an important premise of engineering projects. Because of this, the large deep excavation project needs more strictive requirements for the construction control in the complex environment. The Hefei North First-Ring Underground Station is a four-floor structure with complicated adjacent building environment, and the safety level is classified as Level I. Considering that there are many buildings around it, the corresponding construction control measures are proposed in this paper. The foundation pit was excavated by layers, in a segmental and balanced way. The excavated areas are supported by the diaphragm wall with five layers of internal struts. The entire excavation process was performed in the strict construction considerations. The monitoring results showed that the tilting rate and the settlement of the buildings which were in the safe and stable state and all of them didn’t exceed the tolerance values. The surrounding buildings were well protected by the corresponding construction measures.

Key words: Large Deep Excavations, Surrounding Buildings, Settlement, Control Measures

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