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1、简介该工程为室内篮球馆,檐口标高为10.5m,建筑面积为1260M2,结构使用年限50年,抗震设防重要性为丙类,设防烈度为7度,设计基本地震加速度0.15g,设计地震分组为第二组,场地类别为Ⅱ类,地面粗糙度B类,结构安全等级二级,耐火等级为二级,地基基础设计等级丙级,砌体施工质量控制等级为B级.主钢构梁柱钢材选用Q235B钢,屋面板采用75mm厚950型EPS夹心板,外板为蓝色,内板为白色.标高1.2000m以下为砖墙,标高1.2000m以上墙体采用双层Q90型单板夹50mm厚保温棉,内板0.4mm,外板0.5mm,内外
2、板均为白色.钢结构篮球馆施工方案目录1施工组织设计编制说明与工程概况···········································12文档来自于网络搜索1.1施工组织设计编制原则和依据···········································12文档来自于网络搜索1.2工程概况·························································12文档来自于网络搜索1.3工期目标·······················
3、································13文档来自于网络搜索1.4工程质量目标··················································13文档来自于网络搜索1.5安全目标·····················································13文档来自于网络搜索1.6文明施工目标··················································13文档来自于网络搜索-44-2工程进度
4、计划及材料供应········································14文档来自于网络搜索2.1主要用材·····················································14文档来自于网络搜索2.2工程进度计划安排·····················································14文档来自于网络搜索2.3材料供应计划··················································
5、···14文档来自于网络搜索3施工组织管理···························································15文档来自于网络搜索3.1项目管理组织机构和主要施工管理人员配置·······························15文档来自于网络搜索3.2施工管理准备工作·····················································16文档来自于网络搜索3.3施工队伍进场筹备工作····················
6、·····························17文档来自于网络搜索3.4劳动力配置·················································17文档来自于网络搜索3.5机械设备配置·················································17文档来自于网络搜索4主要施工方法·······················································18文档来自于网络搜索4.1土建施工······
7、···········································18文档来自于网络搜索4.2构件地-44-预制和运输·················································18文档来自于网络搜索4.3钢结构安装·················································24文档来自于网络搜索4.4油漆.防火涂料地施工·················································26文档
8、来自于网络搜索4.5彩钢板安装·················································26文档来自于网络搜索4.6其他工程·················································26文档来自于网络搜索5施工过程管理··········
