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1、目錄1編制依據(jù)······································································22工程概況······································································22.1工程概況·····································································22.2冬期施工項目···················································
2、·············22.3北京地區(qū)冬期天氣狀況·····················································23施工部署······································································33.1施工準(zhǔn)備·····································································33.2現(xiàn)場準(zhǔn)備··················································
3、···················54冬期施工技術(shù)措施···························································64.1土方冬期工程································································64.2砌體工程·····································································74.3防水施工············································
4、·························84.4鋼筋工程·····································································84.5混凝土工程···································································85施工質(zhì)量措施·······························································125.1建立質(zhì)量保證體系·····························
5、····························125.2嚴(yán)格執(zhí)行質(zhì)量標(biāo)準(zhǔn)·························································125.3質(zhì)檢員的崗位職責(zé)·························································135.4嚴(yán)格執(zhí)行“三檢制”·······················································135.5做好原材料、成品、半成品的質(zhì)量控制································
6、···135.6加強施工過程的質(zhì)量控制·················································136冬施安全措施及消防措施··················································136.1安全措施····································································146.2消防措施···································································147混凝土
7、熱工計算·····························································147.1混凝土入模前的和入模后的溫度計算····································157.2墻柱計算···································································157.3頂板計算···············································
