复合土钉墙在市区深基坑支护工程中的应用
投稿时间:2016-07-17  修订日期:2016-07-17  点此下载全文
引用本文:刘文峰,陈之伟,苏白济.复合土钉墙在市区深基坑支护工程中的应用[J].钻探工程,2017,44(3):73-76.
LIU Weng-feng,CHEN Zhi-wei,SU Bai-qi. Application of Composite Soil-nailing Wall in Urban Deep Foundation Pit Support Engineering[J]. Drilling Engineering, 2017,44(3):73-76.
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作者单位E-mail
刘文峰* 山东省物化探勘查院 wwwhyliu@yeah.net 
陈之伟 山东省深基建设工程总公司  
苏白济 山东省物化探勘查院  
中文摘要:以济南市区深基坑支护工程实例为背景,分析了在周边环境复杂,使用土地范围受限情况下的市区开展深基坑支护工程,采用复合土钉墙支护技术,利用其形式多样、组合灵活的特点,充分发挥组合中各部件的优点,取长聚优,在保证安全的前提下以期达到技术经济的最佳;同时总结了施工中各个工序的施工要点和关键技术措施。监测数据显示基坑位移变形小,未对周边环境造成不良影响,说明支护体系发挥了良好的实施效果。
中文关键词:复合土钉墙  预应力锚杆  截水帷幕  高压旋喷桩  深基坑支护工程
 
Application of Composite Soil-nailing Wall in Urban Deep Foundation Pit Support Engineering
Abstract:This paper introduces a deep foundation pit support project in urban area ofJinan, which was constructed under the conditions of complex surrounding environment and limited land area. The composite soil-nailing wall support technology used in this project is analyzed, with its characteristics of various forms and flexible combination, the advantages of each component in the assembly gave full play. The construction points and key technical measures of each construction procedure are summarized. The monitoring data show that the small displacement and deformation have no adverse affects to the surrounding environment and the support system has good effect.
keywords:composite soil-nailing wall  pre-stressed anchor  water-proof curtain  high-pressure jet grouting pile  deep foundation pit supporting project
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