山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
23期
146-147
,共2页
悬挑构件%支撑方案%支撑系统%承载力
懸挑構件%支撐方案%支撐繫統%承載力
현도구건%지탱방안%지탱계통%승재력
provoking part%supporting scheme%supporting system%loading capacity
以某电力科技调度综合楼的悬挑模板支撑设计为例,进行了方案比选,介绍了方案三中支撑系统的搭设方法,并从工字钢及钢丝绳、竖杆、楼层预埋钢筋三方面对支撑系统进行了承载力验算,得出该支撑系统满足承载力要求.
以某電力科技調度綜閤樓的懸挑模闆支撐設計為例,進行瞭方案比選,介紹瞭方案三中支撐繫統的搭設方法,併從工字鋼及鋼絲繩、豎桿、樓層預埋鋼觔三方麵對支撐繫統進行瞭承載力驗算,得齣該支撐繫統滿足承載力要求.
이모전력과기조도종합루적현도모판지탱설계위례,진행료방안비선,개소료방안삼중지탱계통적탑설방법,병종공자강급강사승、수간、루층예매강근삼방면대지탱계통진행료승재력험산,득출해지탱계통만족승재력요구.
Taking the provoking shuttering support design in a power science and technology dispatching synthetically building as example, the paper introduces the putting up methods in the third scheme after choosing different plan, it also makes loading capacity checking computations on the supporting system from the view of I form steel and steel cable, erect pole, and pre-buried steel in floor. It reaches the conclusion that the supporting system meets the loading requirements.
