| 大直径现浇混凝土薄壁筒桩围堤技术 |
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| 引用本文： | 郭平,何运开,周建. 大直径现浇混凝土薄壁筒桩围堤技术[J]. 中国农村水利水电, 2004, 0(9): 63-65 |
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| 作者姓名： | 郭平 何运开 周建 |
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| 作者单位： | 1. 浙江大学岩土工程研究所,浙江,杭州,310027
2. 浙江省电力建设总公司,浙江,宁波,315010 |
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| 摘 要： | 介绍了大直径现浇混凝土新型筒桩结构围堤，与目前常用的几种围堤方法相比，从设计计算理论、经济指标、施工特性、结构特性、使用功能、土地利用和环保及景观七个方面进行了比较，突出了该新型堤的优越性，并介绍了该围堤的施工工艺。
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| 关 键 词： | 筒桩 围堤 施工工艺 |
| 文章编号： | 1007-2284(2004)09-0063-03 |
| 修稿时间： | 2004-04-12 |
Embankment Technique of Shell Tubular Pile of Large-Diameter Placing-in-Situ Concrete |
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| GUO Ping,HE Yun-kai,ZHOU Jian. Embankment Technique of Shell Tubular Pile of Large-Diameter Placing-in-Situ Concrete[J]. China Rural Water and Hydropower, 2004, 0(9): 63-65 |
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| Authors: | GUO Ping HE Yun-kai ZHOU Jian |
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| Affiliation: | GUO Ping1,HE Yun-kai2,ZHOU Jian1 |
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| Abstract: | In this article, a new kind of embankment technique of shell tubular pile of large-diameter placing-in-situ concrete is introduced. Compared with conventional embankment techniques in the aspects of calculation theory, economic indexes, construction characters, structural properties, application functions, land use, environment protection and landscaping, the advantages of this kind of new technique are demonstrated, and the construction technology of the technique is also introduced. |
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| Keywords: | tubular pile embankment construction technology |
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