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:张霁川 何浪军 刘逾亮 郭伟 徐文汉 ZHANG Ji-chuan;HE Lang-jun;LIU Yu-liang;GUO Wei;XU Wen-han(Shanghai Minhang District Building Materials Industry Management Office,201199,Shanghai,China;Beijing Construction Engineering Group Co.,Ltd.,100055,Beijing,China;Beijing Third Construction Engineering Co.,Ltd.,100044,Beijing,China)
机构地区:[1]上海市闵行区建筑建材业管理所,上海201199 [2]北京建工集团有限责任公司,北京100055 [3]北京市第三建筑工程有限公司,北京100044
出 处:《建筑技术》2024年第18期2208-2211,共4页Architecture Technology
摘 要:软土地基基坑支护普遍采用围护桩+混凝土内支撑的支护形式,而为了保证基坑受力稳定,深基坑工程存在拆撑和换撑的施工工序,最终导致基坑肥槽周围存在密集换撑板带。同时肥槽空间宽度狭窄也常导致肥槽出现回填施工难度大、施工质量问题多、施工进度慢等问题。本研究通过常见肥槽回填材料方案对比分析,结合实际工程的场地道路条件和支护结构特点,提出预拌流态固化土回填施工方案,不仅保证了项目顺利施工,还取得良好的经济效益。The support of soft soil foundation pits generally adopts the form of retaining piles and concrete internal support.In order to ensure the stability of the foundation pit under stress,there are construction processes such as dismantling and replacing supports in deep foundation pit engineering.In the end,there are dense supporting plates around the fertilizer groove of the foundation pit,and the width of the fertilizer groove space is narrow,resulting in difficulties in backfilling the fertilizer groove,multiple construction quality problems,and slow progress.By comparing and analyzing common backfill material schemes for fertilizer tanks,and combining with the site road conditions and support structure characteristics of actual projects,a pre mixed fluidized solidified soil backfill construction plan is proposed to ensure the smooth construction of the project,achieve good economic effects.
关 键 词:软土地基 内支撑结构 换撑板带 肥槽回填 预拌流态固化土
分 类 号:TU74[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:18.227.228.218