内框架箱型混凝土结构施工活荷载实测分析
Live construction load of a bus station based on the mathematical statistics
郭艳 1胡长明 1汪杰 2张延杰1
作者信息
- 1. 西安建筑科技大学 土木工程学院，西安 710055
- 2. 成都市 CCDI 悉地国际设计有限公司，成都 610041
- 折叠
摘要
施工期早龄期钢筋混凝土结构与模板支撑系统组成临时承载体系为时变结构，其承担的荷载主要有新浇筑混凝土自重与包括施工人员和设备荷载以及混凝土浇筑时产生的冲击和振捣荷载在内的施工活荷载。将多层连续施工时变结构体系模拟成一组弹性支撑连续板，根据该模型分析了施工期现浇钢筋混凝土结构的受力特性。根据现场实测数据，以构件有效承载面积为统计对象，计算了混凝土施工荷载的统计参量，并参考相关研究成果，以95％的置信度对施工期活荷载标准值进行反演，建议施工活荷载标准值取2．5 kN／m2。
Abstract
The temporary supporting system also referred as time-dependent structural system during construction,consist of early-age reinforced concrete structures and formwork supporting system.It bears the load including the new concrete weight and the live construction load.A model of continuous beam with spring supports is put forward to analyze the mechanical characteristics of the reinforced concrete structures during construction.Based on-site measuring data,effective bearing area of members were used as statistical objects to calculate statistical parameters of live construction load of concrete buildings.By referring todomestic and foreign achievements,the the standard value of the live construction load was inverted with 95% reliability and standard value of live construction load of 2.5 kN/m2 .is recommended .
关键词
临时承载体系/时变结构/弹性支撑连续板/施工活荷载/反演Key words
temporary supporting system/time-dependent structure/continuous beam with spring supports/live construction load/vibration引用本文复制引用
基金项目
陕西省教育厅专项科研计划项目(12JK0898)
陕西省社会发展科技攻关项目(2015SF290)
出版年
2015
NETL
NSTL
维普
万方数据