检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:刘静 Liu Jing(Anhui Jiashi Testing Service Co.,Ltd.,Lu'an 237000,Anhui Province,China)
机构地区:[1]安徽省嘉实检测服务有限公司,安徽六安237000
出 处:《建筑与装饰》2025年第6期103-105,共3页Construction & Decoration
摘 要:本文以实际工程为例,立足于桥梁施工中的深基坑支护施工,探索钢板桩支护设计与施工技术要点。首先分析了深基坑钢板桩支护施工的技术原理;其次结合实际工程的地质、水文条件及岩土基本参数,深基坑开挖施工工序,并按照钢板桩支护施工技术要点,探索钢板桩深基坑支护施工的具体路径。在桥梁工程中,钢板桩深基坑支护结构是常用支护形式,施工流程比较复杂,把控好施工工序有利于提高施工质量,为后续的桥梁工程施工提供保障。Taking an actual project as an example,this paper explores the design and construction technical points of steel sheet pile support in deep excavation for bridge construction.Firstly,the technical principles of steel sheet pile support in deep excavation are analyzed.Secondly,combined with the geological and hydrological conditions,basic soil parameters,and excavation procedures of the actual project,the specific path of steel sheet pile support construction for deep excavation is explored in accordance with the technical points of steel sheet pile support construction.In bridge engineering,the steel sheet pile support structure for deep excavation is a commonly used form of support.The construction process is relatively complex,and controlling the construction sequence is conducive to improving construction quality and providing assurance for subsequent bridge construction.
分 类 号:TU7[建筑科学—建筑技术科学]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.249