土工基础 ›› 2025, Vol. 39 ›› Issue (2): 181-187.

• • 上一篇    下一篇

桩锚支护体系在临山体深基坑支护中的设计与应用

卢俊森1,褚为2,彭朋3,戴也3   

  1. (1.中建三局集团有限公司工程总承包公司,武汉 430073;2.中国科学院武汉岩土力学研究所,武汉 430071;3.武汉中力岩土工程有限公司,武汉 430071)
  • 收稿日期:2023-05-15 修回日期:2023-05-25 出版日期:2025-04-30 发布日期:2025-06-03
  • 通讯作者: 褚为(1986-),男,注册岩土工程师,中级工程师,研究方向为基坑支护设计、施工等。
  • 作者简介:卢俊森(1986-),男,中级工程师,研究方向为工业与民用建筑施工、管理等。

Design and Application of Pile Anchor Support System in Deep Foundation Pit Support Near Massif

LU Junsen1, CHU Wei2, PENG Peng3, DAI Ye3   

  1. (1.Construction Third Engineering Bureau Group Co. Ltd., General Contracting Co., Wuhan 430073;
    2.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071;
    3.Wuhan Zhongli Geotechnical Engineering Co. Ltd., Wuhan 430071)
  • Received:2023-05-15 Revised:2023-05-25 Online:2025-04-30 Published:2025-06-03

摘要: 武汉东湖新技术开发区某三层地下室基坑工程设计开挖深度12~20 m,项目西侧紧邻山体,永久边坡坡高达20 m,在基坑开挖至坑底工况下,临空面最大高差近40 m,基坑支护风险与难度并存。提出了一种深基坑与高边坡联合设计思路,上级边坡采用锚杆挡墙进行治理,下级基坑采用预成孔型钢水泥土桩+锚索体系进行支护,桩锚支护体系设计全盘考虑高边坡影响,确保了工程安全顺利落地。项目实施过程中对基坑及周边地表位移进行实时监测,并与理论值进行对比分析,结果表明实测值与理论值吻合度高,设计思路及计算理论能够有效反映实际情况,验证了设计方案的合理性,为同类型工程提供经验和改进方向。

关键词: 预成孔型钢水泥土桩, 抗滑桩, 桩锚体系, 边坡

Abstract: A deep excavation supporting structure is location in the Donghu High-Tech Economic Development Zone of Wuhan City. The proposed excavation is close to a permanent slope with a height of 20 meters and the proposed excavation depth varies from 15 to 20 meters. When the excavation is completed, there is a 40 meters elevation difference between the crest of the slope and the bottom of the excavation. Therefore, the safety of the supporting structure and the excavation sequence area critically important. This paper presents a combined design of the excavation supporting structure combined with the high slope stability mitigations. The slope near the excavation is stabilized with the retaining wall and ground anchors and the excavation supporting structure is designed to use the prefabricated concrete soldier piles with ho rolled steel beams with ground anchors. The ground anchor design considers the impact of nearby high slope. During the construction. The deformation of the excavation supporting system and the adjacent soils are monitored and compared with the design values. The monitoring results indicate that the measured data are consistent with the predicted values. It is concluded that the design approach is reasonable and the project can provide a valuable reference for the future similar projects.

Key words: Prefabricated Concrete Pile with Hot Rolled Steel Beams, Anti-Slide Caisson, Ground Anchors, Slopes

中图分类号: