| K8+600大桥高墩滑模施工技术总结 |
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| 引用本文： | 王保彦.K8+600大桥高墩滑模施工技术总结[J].城市道桥与防洪,2010(8):139-142,146. |
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| 作者姓名： | 王保彦 |
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| 作者单位： | 中铁二十三局三公司,四川乐山,614000 |
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| 摘 要： | 该文以新疆迪那2项目K8+600大桥79m高墩滑模施工为例,介绍了滑模施工工艺、关键技术控制及经济效益的对比分析等,对今后类似高墩施工有一定的借鉴意义。
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| 关 键 词： | 大桥高墩 滑模施工 结构体系 工艺流程 效益 |
Summarization of K8+600 Bridge High-pier Slip Form Construction Technology |
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| Wang Baoyan.Summarization of K8+600 Bridge High-pier Slip Form Construction Technology[J].Urban Roads Bridges & Flood Control,2010(8):139-142,146. |
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| Authors: | Wang Baoyan |
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| Abstract: | Taking two k8+600 bridge 79-m high-pier slip form construction projects in Sinkiang Dina as an example,the article introduces the construction technology,key technical control and economical benefit contrast analysis of slip form,which have some reference for the future similar construction of high pier. |
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| Keywords: | bridge high pier construction of slip form structural system technological flow benefit |
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