鋼管落地卸料平臺計算書（扣件連接方式為雙扣件）.doc

鋼管落地卸料平臺計算書

某某大廈工程；屬于框架結(jié)構(gòu);地上0層;地下0層；建筑高度：0.00m；標準層層高：0.00m ；總建筑面積：0.00平方米；總工期：0天；施工單位：某某施工單位。
本工程由某某房開公司投資建設(shè)，某某設(shè)計院設(shè)計，某某堪查單位地質(zhì)勘查，某某監(jiān)理公司監(jiān)理，某某施工單位組織施工；由章某某擔任項目經(jīng)理，李某某擔任技術(shù)負責人。

扣件式鋼管落地平臺的計算依照《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)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"

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