本资料为悬挑卸料平台专项施工方案,doc格式
工程概况:
农贸市场为公共建筑,半地下室结构;人防车库平时作为车库之用,战时为人防掩体。4-01、02、03、04、05、06为住宅工程。建筑面积51591.91㎡,桩+筏板基础,全现浇剪力墙结构,普通现浇钢筋混凝土楼盖
建筑规模:
本工程共7幢建筑———3幢17层的高层建筑(01号、02号、03号楼);3幢11层的小高层(04号、05号、06号楼)。05号、06号楼地下一层为地下(人防工程)车库;01号、02号、03号楼地下一层为农贸市场。垃圾中转站为单层框架建筑。地下室为现浇钢筋混凝土结构框---剪结构,地上部分为现浇钢筋混凝土结构框架结构总建筑面积为51591.91㎡ 。主体工程预算总造价8500万元。
目 录
编制依据·········································1
工程概况·········································2
一、建筑简介·······································2
二、结构设计概况···································2
三、项目组成······································3
四、工程规划······································3
第一章 方案选择·································4
第二章 卸料平台的材质要求及制作方法···········5
第三章 平台的吊装要求···························7
第四章 操作平台安全要求························9
第五章 搭设安全技术措施·······················11
第六章 悬挑卸料平台计算书·····················12
6.1 参数计算·····································12
6.2 次梁的验算···································13
6.3 主梁的验算···································15
6.4 钢丝拉绳的内力验算···························18
6.5 拉环的强度验算·······························18
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