悬浇梁合龙段劲性骨架的结构设计计算OA
Structure Design and Calculation of the Closure Segment Skeleton Cantilever Beam
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。
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.
颜浩云
中铁第四勘察设计院，武汉 430063
悬浇梁合龙段劲性骨架设计计算
cantilever girderclosure segment skeletoncalc- ulation
《城市建筑》 2014 (23)
90-90,126,2
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