| 重力式码头与板桩码头衔接技术 |
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| 引用本文： | 刘兵强,顾新星,邵昌浩.重力式码头与板桩码头衔接技术[J].水运工程,2017(S1):98-100. |
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| 作者姓名： | 刘兵强 顾新星 邵昌浩 |
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| 作者单位： | 北京水规院京华工程管理有限公司，北京 100101,北京水规院京华工程管理有限公司，北京 100101,北京水规院京华工程管理有限公司，北京 100101 |
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| 摘 要： | 针对重力式码头与板桩码头衔接段施工穿越抛石层、后方漏砂等问题，结合两个工程实例进行研究。采取冲击钻施工工艺穿越抛石层成槽，使用高压旋喷桩加固地基、防止后方漏砂。
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| 关 键 词： | 重力式码头 板桩码头 衔接 高压旋喷桩 |
Linkage technology of gravity wharf and sheet-pile wharf |
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| LIU Bingqiang,GU Xinxing and SHAO Changhao.Linkage technology of gravity wharf and sheet-pile wharf[J].Port & Waterway Engineering,2017(S1):98-100. |
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| Authors: | LIU Bingqiang GU Xinxing and SHAO Changhao |
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| Institution: | PDI Jinghua Engineering Management Co.,Ltd.,Beijing 100101,China,PDI Jinghua Engineering Management Co.,Ltd.,Beijing 100101,China and PDI Jinghua Engineering Management Co.,Ltd.,Beijing 100101,China |
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| Abstract: | Combined with 2 practical construction cases,the cutting through riprap layer and rear sand leakage of linkage construction is studied,which links gravity wharf to sheet-pile wharf. Masonry drill is used to cut through riprap layer. High pressure grouting pile is used to prevent rear sand leakage. |
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