| 攀枝花市钒钛产业园区二号桥(0号台锥坡)加固方案 |
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| 引用本文： | 李章杰,邱承斌.攀枝花市钒钛产业园区二号桥(0号台锥坡)加固方案[J].城市道桥与防洪,2009(3). |
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| 作者姓名： | 李章杰 邱承斌 |
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| 作者单位： | 攀枝花市规划建筑设计研究院,四川攀枝花,617000 |
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| 摘 要： | 该文分析了攀枝花市钒钛产业园区二号桥0号台锥坡沉陷滑移的原因,总结了注浆加固失败的经验教训,并提出框架桥与抗滑桩相结合的治理方案,是对不良地质地段高桥台锥坡病害治理的一种尝试。
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| 关 键 词： | 高桥台锥坡 沉陷 框架桥 滑坡 抗滑桩 |
Reinforcing Scheme of No.2 Bridge (No.0 Abutment Conical Slope) in Vanadium Titanium Industrial Park of Pangzhihua City |
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| Li Zhangjie,Qiu Chengbin.Reinforcing Scheme of No.2 Bridge (No.0 Abutment Conical Slope) in Vanadium Titanium Industrial Park of Pangzhihua City[J].Urban Roads Bridges & Flood Control,2009(3). |
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| Authors: | Li Zhangjie Qiu Chengbin |
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| Abstract: | The article analyzes the reason of subsidence and slipping of No.2 Bridge No.0 Abutment Conical Slope in Vanadium Titanium Industrial Park of Pangzhihua City, sums up the experience and lessons of the pouring and reinforcing defeat, and puts forward the harnessing scheme combining the frame bridge with the anti-slip pile, which is an attempt to treat the disease of the high abutment conical slope in the bad geological sections. |
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| Keywords: | high abutment conical slope subsidence frame bridge slipping anti-slip pile |
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