| 海上大口径钻孔灌注桩施工技术 |
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| 引用本文： | 王耀.海上大口径钻孔灌注桩施工技术[J].施工技术,2006,35(1):46-47. |
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| 作者姓名： | 王耀 |
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| 作者单位： | 中国建筑七局三公司,福建,福州,350003 |
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| 摘 要： | 介绍海上和滩涂施工钻孔灌注桩,根据海水涨潮和落潮的规律,合理地利用有利时机,进行浮箱的吊运、钢护筒的埋设,根据钻孔的深度以及地质情况的不同,采用不同的泥浆密度和循环方式,根据泥浆的渗漏程度采取不同的处理方法。
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| 关 键 词： | 桥梁工程 钻孔灌注桩 海上作业 滩涂 |
| 文章编号： | 1002-8498(2006)01-0046-02 |
| 修稿时间： | 2005年6月3日 |
Construction Technology of Large Caliber Drilled Grouting Pile on the Sea |
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| WANG Yao.Construction Technology of Large Caliber Drilled Grouting Pile on the Sea[J].Construction Technology,2006,35(1):46-47. |
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| Authors: | WANG Yao |
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| Abstract: | In this article,the author introduces the construction of drilled grouting piles on the sea or tidal flat.Engineers should swing up floating boxes and lay steel retaining barrels according to the regular rules of floodtide and ebbtide,adopt different proportions and circulation modes of mud according to different depth of drilled hole and different situations of geology,use different treatments according to the degree of the leakage of mud. |
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| Keywords: | bridge engineering drilled grouting pile construction on the sea tidal flat |
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