土工基础 ›› 2020, Vol. 34 ›› Issue (3): 285-288.

• 工程实录 • 上一篇    下一篇

环绕保留建筑的深基坑关键技术研究

王亦玄   

  1. (上海市岩土地质研究院有限公司,上海 200072)
  • 收稿日期:2019-08-17 修回日期:2019-08-21 出版日期:2020-06-20 发布日期:2020-06-21
  • 作者简介:王亦玄(1989-),男,工程师,硕士研究生,研究方向为岩土工程。

Construction Aspects of Deep Excavation Around a Reserved Building

WANG Yixuan   

  1. (Shanghai Geotechnical Engineering & Geology Research Institute Co. Ltd., Shanghai 200072)
  • Received:2019-08-17 Revised:2019-08-21 Online:2020-06-20 Published:2020-06-21

摘要: 随着城市地下空间的多样开发,深基坑工程施工对周边保护建筑的保护要求越来越高。依托上海嘉定区菊园新区柳湖路以西、环城路以北地块项目工程,对于场区内保留建筑水塔的基坑围护结构关键技术进行研究,提出了“混凝土环梁结合预应力钢绞线”的支护措施,确保围护结构及周边环境变形是对称和平衡,保护建筑均匀沉降,解决了保留建筑基坑开挖期间的受力不平衡问题。通过有限元数值模拟软件分析,总结了基坑支护结构的变形规律,验证了围护结构的有效性,为此后类似基坑提供参考。


关键词: 保留建筑, 深基坑, 混凝土环梁结合预应力钢绞线, 有限元分析

Abstract: With the urbanization and the diversified development of underground space, the protective requirements of surrounding reserved buildings in ht edeep excavation construction become more and more popular and comprehensive. Based on the project case history at the westside of the Liuhu Road and the north side of the Huancheng Road in Juyuan New Development, Jiading District, Shanghai, this paper studies the key aspects of the deep excavation around a water tower that to be reserved. The projective requirements of supporting this structure were evaluated and the concept of reinforced concrete ring beam plus prestressed steel strand was proposed. This measure ensured the uniform settlement of the building and resolved the problem of unbalanced force during the excavation adjacent to the tower. Throughout the finite element numerical simulation, the deformation pattern of the reserved structure was able to be predicted.

Key words: Reserved Buildings, Deep Excavations, Concrete Ring Beam Combined with Prestressed Steel Strand, Finite Element Analysis

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