一、工程概況二、方案編制依據(jù)三、塔吊的選擇四、塔吊的技術(shù)參數(shù)五、塔吊定位六、塔吊安裝順序七、塔吊安裝前期準(zhǔn)備項目經(jīng)理部前期準(zhǔn)備塔吊安裝公司前期準(zhǔn)備安裝場地及道路要求八、基礎(chǔ)施工基礎(chǔ)選擇及配筋基礎(chǔ)施工裝塔吊基礎(chǔ)驗算九、塔吊安裝步驟及要求作業(yè)人員的配置、資格施工作業(yè)工機(jī)具統(tǒng)計表立塔順序十、立塔后的檢驗空負(fù)荷實驗靜負(fù)荷試驗動負(fù)荷試驗十一、質(zhì)量管理要求質(zhì)量目標(biāo)質(zhì)量控制及質(zhì)量通病預(yù)防作業(yè)過程中控制點的設(shè)置質(zhì)量標(biāo)準(zhǔn)及要求十二、安全保衛(wèi)要求作業(yè)的安全危害因素辯識和控制消防管理措施十三、事故應(yīng)急預(yù)案應(yīng)急策劃應(yīng)急準(zhǔn)備應(yīng)急響應(yīng)應(yīng)急電話一、工程概況二、方案編制依據(jù)ZBJZBJ80012-89JGJ33-86JGJ34-86GB5082-85JG/T5037-1993三、塔吊的選擇TC7052-25度向度四、塔吊的技術(shù)參數(shù)2020304050607021.13.9.16.75.14.48172350312.12.10.7.96.35.553002203.5-17.6五、塔吊定位六、塔吊安裝順序七、塔吊安裝前期準(zhǔn)備八、基礎(chǔ)施工； 1.6=1960kN；Mk＝118Bc3=0.Pk＝(193196/72＝79.449kPaPkmax=(1933+1960)/72+2484.93/40.474=10.845kPaminkPaFl=PjAl；Al90m2Fl=828.17kN；=2.25m；αs=M/(α1fcbh02)fc=19.10kN/m2；；s4)0.5=0.004；γ=1-0.004/2=0.998；ss九、塔吊安裝步驟及要求234量量量質(zhì)質(zhì)質(zhì)2245678444444123456789位套把把把根把套套根根根頂根單420~20~4060~110200中建鋼構(gòu)有限公司十、立塔后的檢驗十一、質(zhì)量管理要求防司★★★★公SSSR224監(jiān)理12345十二、安全保衛(wèi)要求RSHSRSWR23423RR十三、事故應(yīng)急預(yù)案。。施工要求：m3.0140.03.6126.965.264.44.0122.965.163.74.5108.965.163.956.55.099.865.161.455.46.080.365.056.651.746.640.87.068.962.053.347.243.937.833.131.58.058.757.148.144.639.034.431.930.29.049.449.244.941.235.831.929.827.227.010.042.041.941.635.733.829.527.225.424.812.029.829.829.227.724.623.321.821.317.614.021.621.621.621.621.420.419.517.416.016.016.316.316.316.316.316.315.213.718.012.612.612.612.621.612.612.612.220.09.709.709.709.709.709.7010.723.06.406.706.706.706.709.1026.04.604.604.604.604.606.8029.03.003.003.003.004.5032.0