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大跨度斜腿刚构桥现浇技术临时支撑体系分析
引用本文:秦豹,王政梅,杨培诚.大跨度斜腿刚构桥现浇技术临时支撑体系分析[J].三峡大学学报(自然科学版),2010,32(3):45-47.
作者姓名:秦豹  王政梅  杨培诚
作者单位:1. 武汉理工大学,交通学院,武汉,430067
2. 中交第二航务工程局有限公司,第五分公司,武汉,430012
摘    要:如何更好地利用钢管桩支架,来有效的控制在施工过程中的稳定,保证成桥后的受力状态与设计状态高度耦合,是刚构桥斜腿施工控制的重要内容.湖北省援建四川地震灾区的汉源县龙潭沟2#大桥主桥边跨斜腿箱梁施工采用钢管桩支架体系,通过Abaqus建立有限元模型,对刚构桥斜腿支架系统构件的强度、刚度和稳定性进行了计算和分析.

关 键 词:钢管桩支架体系  斜腿刚构桥  控制系统  有限元模型

Analysis of Scaffolding System for Large-span Rigid Frame Bridge
Qin Bao,Wang Zhengmei,Yang Peicheng.Analysis of Scaffolding System for Large-span Rigid Frame Bridge[J].Journal of China Three Gorges University(Natural Sciences),2010,32(3):45-47.
Authors:Qin Bao  Wang Zhengmei  Yang Peicheng
Institution:Qin Bao Wang Zhengmei Yang Peicheng(1.School of Transportation,Wuhan Univ.of Technology,Wuhan 430067,China;2.Second Harbor Engineering Co.,Ltd.,The 5th Construction Company of CCCC,Wuhan 430012,China)
Abstract:How to make better use of the scaffolding supported by steel pipe piles in order to effectively control its stability during construction process and to ensure a highly coupling between the construction and the design is of great significance;and that is an important part in construction control.The scaffolding system supported by steel pipe piles was used in the side span of main bridge #2 at Longtan Channel in Hanyuan County of Sichuan Province;the bridge was aided by Hubei province for the disaster area.By the FEM software ABAQUS,the intensity,stiffness and stability of this scaffolding system components were calculated and analyzed.
Keywords:scaffolding system supported by steel pipe piles  slant-legged rigid frame bridge  control system  FEM model
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