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深厚软土地基上跨浅埋地铁桩板结构施工技术研究

刘家兵

铁道标准设计Issue(7):16-19,4.
铁道标准设计Issue(7):16-19,4.

深厚软土地基上跨浅埋地铁桩板结构施工技术研究

Research on Construction Technology of Sheet-Pile Structure Used for Deep Soft Soil Subgrade Crossing above Shallowly-Buried Metro

刘家兵1

作者信息

  • 1. 杭州铁路枢纽建设有限公司,杭州 310020
  • 折叠

摘要

Abstract

Sheet-Pile structure has characteristics of high strength and stiffness,good stability and small settlement.DK5+344.8 ~DK5+374.8 section of Shanghai-Hangzhou Passenger Dedicated Railway had deep soft soil subgrade crossing above a shallowly-buried metro,so sheet-pile structure was adopted to treat this spacial subgrade.This paper analyzed the construction difficulties firstly and deeply studied the construction technology of sheet-pile structure used in this special subgrade.This construction technology consisted of construction controlling points,construction process and procedure and so on.Full-sleeve bored pile technology was used and the bottom of the pile was strengthened by grouting method.Foundation pit excavation and concrete pouring were processed by sections and step by step.At the same time,construction site hardening measures were implemented.It has been found that this construction technology of sheet-pile structure has been able to meet the requirments on settlement control of deep soft soil subgrade.

关键词

沪杭客运专线/深厚软土/浅埋地铁/桩板结构/施工技术

Key words

Shanghai-Hangzhou Passenger Dedicated Line/deep soft soil/shallowly-buried metro/sheet-pile structure/construction technology

分类

交通工程

引用本文复制引用

刘家兵..深厚软土地基上跨浅埋地铁桩板结构施工技术研究[J].铁道标准设计,2013,(7):16-19,4.

铁道标准设计

OA北大核心CSTPCD

1004-2954

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