城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
23期
90-90,126
,共2页
悬浇梁%合龙段劲性骨架%设计计算
懸澆樑%閤龍段勁性骨架%設計計算
현요량%합룡단경성골가%설계계산
cantilever girder%closure segment skeleton%calc- ulation
悬浇梁合龙段合龙是成桥的关键所在。本文结合临岳高速油港河特大桥主跨（35+65+35）m悬浇梁，针对合龙段的受力情况，对劲性骨架的结构布置、受力进行了分析计算。
懸澆樑閤龍段閤龍是成橋的關鍵所在。本文結閤臨嶽高速油港河特大橋主跨（35+65+35）m懸澆樑，針對閤龍段的受力情況，對勁性骨架的結構佈置、受力進行瞭分析計算。
현요량합룡단합룡시성교적관건소재。본문결합림악고속유항하특대교주과（35+65+35）m현요량，침대합룡단적수력정황，대경성골가적결구포치、수력진행료분석계산。
The closure segment skeleton cantilever beam is the key of bridge building. According to the main span (35+ 65+35) m cantilever beam of the high-speed port river bridge in Lin Yue, analyzed and calculated the force and structure arrangement of the closure section Skeleton according to its stress condition.
