摘要
温电厂四期工程位于软土地区,基坑工程中根据不同的深度和形式采用搅拌桩、钢板桩和砖砌体挡墙等多种支护开挖方式,并利用原有的基坑支护桩采取喷锚加固措施,实现了软土地基多种支护形式的综合利用。
Phase IV of Wenzhou Power Plant Project is located in a soft soil area,multiple supporting forms were adopted during excavation,such as mixing pile,steel sheet pile and masonry retaining wall,etc.,according to different depths and forms of foundation pit.Existing piles in the foundation pit were reinforced through spraying and anchorage,to successfully realize general utilization of multiple supporting forms on soft soil ground.
引文
[1]GB 50202—2002,建筑地基与基础工栏施工质量验收规范[S].
[2]朱星彬,胡学军.软土地区复杂深基坑支护结构设计与土方开挖[J].建筑技术,2015,46(9):837-839.
[3]曹福杰.软土地区深基坑开挖组合支护工程实践[J].建筑技术,1994,25(5):291-293.
[4]金振,潘国华,安彩霞,等.多种支护形式在超大型深基坑工程中的应用[J].建筑技术,2011,42(12):1081-1083.