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施工技术

深圳地铁11号线车公庙枢纽高强度岩层中型钢立柱施工关键技术

  • 陈瑜 ,
  • 李海龙
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  • (中铁隧道集团三处有限公司, 广东深圳 518052)
陈瑜(1974—),男,四川西充人,2008年毕业于石家庄铁道学院,交通土建专业,本科,工程师,从事市政及地铁施工管理工作。

收稿日期: 2013-11-27

  修回日期: 2014-03-11

  网络出版日期: 2014-04-25

Case Study on Installation of Shaped Steel Columns in Highstrength Rocks in Construction of Chegongmiao Station of Line  11  of Shenzhen Metro

  • CHEN Yu ,
  • LI Hailong
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  • (The Third Engineering Co, Ltd of China Railway Tunnel Group, Shenzhen 518052, Guangdong, China)

Received date: 2013-11-27

  Revised date: 2014-03-11

  Online published: 2014-04-25

摘要

以深圳地铁11号线BT项目11301标车公庙枢纽工程为实例背景,介绍在高强度岩层(单轴抗压强度120 MPa)中快速实施型钢柱安装定位的两项关键技术。其一,通过引进先进的钻岩取芯设备及采用特殊的取芯工艺,确保在高强度岩层中大直径(20 m)的钻孔灌注桩快速成孔(一次进尺15~20 m); 其二,在传统的十字型钢柱安装定位方法(即“先插法”)的基础上,提出全新的优化方案(即“后插法”),提高了工艺时效性,从而达到快速实施的目标。

本文引用格式

陈瑜 , 李海龙 . 深圳地铁11号线车公庙枢纽高强度岩层中型钢立柱施工关键技术[J]. 隧道建设, 2014 , 34(4) : 362 -367 . DOI: 10.3973/j.issn.1672-741X.2014.04.012

Abstract

In the construction of Chegongmiao Station of 11301 bid section of Line 11 of Shenzhen Metro, shaped steel columns need to be installed rapidly and accurately into highstrength rocks (with 120 MPa uniaxial compressive strength) The following two key technologies are adopted to fulfill the difficult job: 1) Advanced coretaking drilling rig is used and special core taking process is adopted so that large diameter (with 20 m diameter) boreholes can be drilled rapidly in the highstrength rocks (with 15~20 m cyclic drilling rate); 2) The method of installing the crossshaped steel columns after concrete casting is used so that the shaped steel columns can be installed rapidly and accurately In the end, the job has been fulfilled successfully

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