摘要
在襄樊生活垃圾焚烧发电厂项目一期工程的施工过程中,众多的设备基础均坐落在新回填土上,且回填土深度达到3～9.5m。在设备基础施工完毕后局部出现沉降、倾斜等情况,因本项目为垃圾焚烧厂房,其大部分设备存在自重大,设备运行存在动荷载情况,并结合当地地基处理经验,采用压密注浆的方式对基础进行加固处理。
During the construction of project Xiangfan Waste-to-energy power plant,some of the equipment foundations were put on the refilling soil,and the depth of refilling is highly reach 3~9.5m.After finishing the construction of equipment foundation work,subsiding and tilting appeared in some places.For the waste incineration plant,most of its equipment are in big weight and face the problem of operation dynamic load.Combined with the experience of local foundation treatment,the compaction grouting method will be adopted for the foundation reinforcement.
出处
《施工技术》
CAS
北大核心
2013年第S1期127-130,共4页
Construction Technology
关键词
地基处理
压密注浆
施工技术
foundation treatment
compaction grouting
construction
