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Volume 40 Issue 10
Dec.  2014
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Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002
Citation: Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002

REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE

doi: 10.13204/j.gyjz201010002
  • Received Date: 2010-05-21
  • Publish Date: 2010-10-20
  • There were various cracks occurred during the construction of piers for a railway bridge.After comprehensive analysis,an effective method was accepted,with which structural adhesives were filled into the cracks firstly,then the cracks were sealed by high-strength reinforced concrete.In order to demonstrate the reliability of this reinforcement design,ANSYS FEM software was used to simulate and analyse the piers.The differences of stresses and linear stiffness and eccentricities of the piers were analyzed for un-cracked,cracked and strengthened conditions.The results show that the reinforcement design is safe and reliable.It can be used for reference of reinforcement design of similar piers with cracks.
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  • [2] TB 10002.32005 铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].
    TB 10002.12005 铁路桥涵设计基本规范[S].
    [3] TB 10002.42005 铁路桥涵混凝土和砌体结构设计规范[S].
    [4] TB 10002.52005 铁路桥涵地基和基础设计规范[S].
    [5] 曾智泉.汉丹线既有唐白河大桥桥墩加固设计[J].铁道勘测与设计,2008(3):23-26.
    [6] 吴要辉.益阳山口大桥桥墩裂缝的检测与加固[J].公路与汽运,2008(5):175-178.
    [7] 卢炜,李承君.大秦重载铁路既有中高圆形桥墩加固方案的研究[J].铁道建筑,2008(4):17-19.
    [8] 周恩海.铁路轻型桥墩横向刚度加固设计与研究[J].铁道建筑,2006(5):5-8.
    [9] ANSYS 中国公司.Ansys 非线性分析指南[M].北京,2000.
    [10] 仲锁庆,张西平.地基土基床系数研究[J].地下空间与工程学报,2005(12):1109-1112.
    [11] 曾友金,章为民.某大型哑铃型承台群桩基础与土体共同作用竖向承载变形特性数值模拟分析[J].岩土工程学报,2005(10):1129-1135.
    [12] 吴金池,龙新乐,龚绍斌.基于ANSYS 的某桥箱梁火灾后加固受力性能分析[J].工业建筑,2007,37(增):1182-1184.
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