每栋楼设置2个悬挑式卸料平台，共计20个。每个卸料平台锚固处楼板厚度120mm。（平台应根据现场塔吊位置、外用电梯位置及结构形式等实际情况进行布置。钢平台宜布置在塔吊或起重机械一侧。）
1 编制依据.............................................................1
1.1 施工图...........................................................1
1.2 施工组织设计.....................................................1
1.3 相关规范、标准、图集.............................................1
1.4 相关法律法规及规范性文件.........................................3

2 188金宝博平台概况.............................................................5

2.1 188金宝博平台总体概况.....................................................5
2.2 设计概况.........................................................5
2.3 专项188金宝博平台概况.....................................................8
2.4 卸料平台平面布置图...............................................8
2.5 卸料平台施工重点、难点...........................................12

3 卸料平台（悬挑式）设计...............................................14
3.1 设计方案.........................................................14
3.2 卸料平台设计.....................................................15
4 施工计划............................................................22
4.1 施工进度计划......................................................22
4.2 材料与设备供应计划................................................22
5 施工工艺技术.........................................................23
5.1 加工制作..........................................................23
5.2 安装流程..........................................................25
6 施工安全技术保证措施.................................................27.......