摘要
本文主要针对建筑施工技术中的深基坑支护技术进行了研究,通过深基坑支护施工需要,通过压力计算、设计支护面层等步骤,结合相关学者的研究成果在传统的深基坑支护施工技术上进行了一定程度的创新。经试验,创新型深基坑支护技术在相同技术条件下相较于传统施工技术而言具有抗拔力更大,整体更加稳定,支护效果良好等优势,对提高深基坑支护稳定性有着较为显著的作用,因而在实际施工过程中有着良好的应用前景。
This paper mainly studies the deep foundation pit support technology in building construction technology.Through the needs of deep foundation pit support construction,through the steps of pressure calculation,design of support surface layer,etc.,innovation is made to the traditional deep foundation pit support technology combined with the research results of related scholars.After testing,the innovative deep foundation pit support technology has the advantages of greater pullout resistance,more stable overall,and good support effect than traditional construction technology under the same technical conditions.Therefore,it has a good application prospect in the actual construction process.
作者
魏国栋
杨鸿智
王晓磊
刘兆影
任亚辉
杨虎子
WEI Guo-dong;YANG Hong-zhi;WANG Xiao-lei;LIU Zhao-ying;REN Ya-hui;YANG Hu-zi(China Construction Seventh Bureau Installation Engineering Co.,Ltd.,Zhengzhou 450000,China)
出处
《价值工程》
2022年第27期142-144,共3页
Value Engineering
关键词
建筑工程
深基坑支护
施工技术
抗拔力
construction engineering
deep foundation pit support
construction technology
tensile force