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
1.1施工组织设计编制原则和依据···········································12
1.2工程概况·························································12
1.3工期目标·······················································13
1.4工程质量目标··················································13
1.5安全目标·····················································13
1.6文明施工目标··················································13
2 工程进度计划及材料供应········································14
2.1主要用材·····················································14
2.2工程进度计划安排·····················································14
2.3材料供应计划·····················································14
3施工组织管理···························································15
3.1项目管理组织机构和主要施工管理人员配置·······························15
3.2施工管理准备工作·····················································16
3.3施工队伍进场筹备工作·················································17
3.4劳动力配置·················································17
3.5机械设备配置·················································17
4主要施工方法·······················································18
4.1土建施工·················································18
4.2构件的预制和运输·················································18
4.3钢结构安装···································