钢管落地卸料平台计算书

某某大厦工程；属于框架结构;地上0层;地下0层；建筑高度：0.00m；标准层层高：0.00m ；总建筑面积：0.00平方米；总工期：0天；施工单位：某某施工单位。
本工程由某某房开公司投资建设，某某设计院设计，某某堪查单位地质勘查，某某监理公司监理，某某施工单位组织施工；由章某某担任项目经理，李某某担任技术负责人。

扣件式钢管落地平台的计算依照《建筑施工扣件式钢管脚手架安全技术规范》
Steel floor unloading platform calculations

Certain building works; is frame structure; ground 0 level; G 0 floor; building height: 0.00m; standard layers of high: 0.00m; total construction area: 0.00 square meters; Total duration: 0 days; construction unit: XX construction unit.
The project investment by the construction of a certain room to open, a certain institute design, so and so worthy of investigation unit of geological prospecting, supervision of such and such a Project Management Company, certain construction unit of construction; by the Chapter so and so as a project manager, Li Moumou as Technology Leader.

Steel tubular landing platform are calculated according to "construction steel tubular scaffold safety technical specifications"