土工基础 ›› 2021, Vol. 35 ›› Issue (3): 286-289.

• 工程实录 • 上一篇    下一篇

软土区基坑内支撑体系优化设计与应用

石敏俊   

  1. (广东省地质局第一地质大队,广东珠海 519000)
  • 收稿日期:2021-01-10 修回日期:2021-01-21 出版日期:2021-06-25 发布日期:2021-06-25
  • 作者简介:石敏俊(1977-),男,工程师,研究方向为岩土工程及地质灾害治理。

Optimization Design and Application of Support System in Foundation Pit in Soft Soil Area

SHI Minjun   

  1. (Guangdong Zhuhai Engineering Investigation Institute, Zhuhai 519000)
  • Received:2021-01-10 Revised:2021-01-21 Online:2021-06-25 Published:2021-06-25

摘要: 软土区基坑支护体系的选型和布置需根据基坑的平面尺寸、形状、周边环境保护要求情况、场地地质条件及基坑开挖深度的要求等因素综合考虑确定。对于周边环境要求较高或基坑形状复杂的基坑,一般采用现浇混凝土结构支撑形式。基于珠光新城三期基坑项目形状复杂性、周边环境要求高等情况,进行内支撑基坑设计分析,介绍该项目设计从初步的钢筋混凝土斜抛撑向钢筋混凝土水平撑进行优化过程,进一步提出钢筋混凝土水平撑向钢支撑的优化情况,实现了经济节约、工期优化的良好效果。

关键词: 软土, 基坑设计, 内支撑, 水平撑, 钢支撑, 斜抛撑

Abstract: The selection and layout of deep excavation support system in soft soil area should be determined by the plan dimensions and shape of the excavated area, the requirements of surrounding environmental protection, the geological conditions of the site and the requirements of the excavation depth. Generally, cast-in-place concrete structure is used as the support of excavation structure with restrictive requirements of surrounding environment or complicate shape for the supporting. Based on the complex shape of the deep excavation project of Zhuguang New City Phase III and the high requirements of the surrounding environment, this paper analyzes the design of the internal support method, introduces the design optimization of the project: from the preliminary reinforced concrete diagonal brace to the reinforced concrete horizontal brace, and further puts forward the optimization of the reinforced concrete horizontal brace to the steel brace, so as to realize the economic and engineering saving It is expected to achieve good results.

Key words: Soft Soil, Deep Excavation Design, Internal Support, Horizontal Support, Steel Strut Support, Raker Support

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