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
机构地区:[1]贵州省交通规划勘察设计研究院股份有限公司,贵阳550001 [2]同济大学先进土木工程材料教育部重点实验室,上海201804 [3]贵州桥梁建设集团有限公司,贵阳550001
出 处:《混凝土与水泥制品》2018年第10期96-99,共4页China Concrete and Cement Products
基 金:上海市科委重点项目(15DZ1205003)
摘 要:为实现机制砂自密实混凝土在钢管拱中获得良好的应用,研究了机制砂自密实混凝土的最佳配合比,进行了现场模拟试验,并提出了施工技术要点。试验制备出初始坍落度大于270 mm、坍落扩展度大于700 mm、倒坍落度筒流出时间小于5 s、6 h内工作性基本无损失、具有一定补偿收缩性能的钢管拱机制砂自密实混凝土。现场模拟试验验证了机制砂自密实混凝土可以无死角填充有机玻璃管。此外,经良好的现场施工组织与控制、浇筑过程监控,使得钢管拱机制砂自密实混凝土在工程中成功应用。In order to achieve the better application of manufactured sand self-compacting concrete (MS-SCC) in steel pipe arch. The optimum mix ratio of MS-SCC was studied, field simulation tests were carried out and the key construction technologies were put forward. MS-SCC filled steel pipe arch was prepared with the properties such as initial slump more than 270 mm, slump flow above 700 mm, dropping time of concrete from inverted slump cone less than 5 s, 6 h slump zero-loss and shrinkage-compensating. Field simulation tests show that the MS-SCC can be completely filled with plexiglass pipes. By the good construction organization, control and perfusion process monitoring on-sit. MS-SCC can be applied in the steel pipe arch project successfully.
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:216.73.216.145