每棟樓設(shè)置2個(gè)懸挑式卸料平臺(tái)，共計(jì)20個(gè)。每個(gè)卸料平臺(tái)錨固處樓板厚度120mm。（平臺(tái)應(yīng)根據(jù)現(xiàn)場(chǎng)塔吊位置、外用電梯位置及結(jié)構(gòu)形式等實(shí)際情況進(jìn)行布置。鋼平臺(tái)宜布置在塔吊或起重機(jī)械一側(cè)。）
1 編制依據(jù).............................................................1
1.1 施工圖...........................................................1
1.2 施工組織設(shè)計(jì).....................................................1
1.3 相關(guān)規(guī)范、標(biāo)準(zhǔn)、圖集.............................................1
1.4 相關(guān)法律法規(guī)及規(guī)范性文件.........................................3

2 工程概況.............................................................5

2.1 工程總體概況.....................................................5
2.2 設(shè)計(jì)概況.........................................................5
2.3 專項(xiàng)工程概況.....................................................8
2.4 卸料平臺(tái)平面布置圖...............................................8
2.5 卸料平臺(tái)施工重點(diǎn)、難點(diǎn)...........................................12

3 卸料平臺(tái)（懸挑式）設(shè)計(jì)...............................................14
3.1 設(shè)計(jì)方案.........................................................14
3.2 卸料平臺(tái)設(shè)計(jì).....................................................15
4 施工計(jì)劃............................................................22
4.1 施工進(jìn)度計(jì)劃......................................................22
4.2 材料與設(shè)備供應(yīng)計(jì)劃................................................22
5 施工工藝技術(shù).........................................................23
5.1 加工制作..........................................................23
5.2 安裝流程..........................................................25
6 施工安全技術(shù)保證措施.................................................27.......