| 戍浦江河口大闸枢纽工程钢管桩框格填土围堰的设计与施工 |
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| 引用本文： | 江兴南,沈建新. 戍浦江河口大闸枢纽工程钢管桩框格填土围堰的设计与施工[J]. 浙江水利水电专科学校学报, 2010, 22(2): 14-17 |
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| 作者姓名： | 江兴南 沈建新 |
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| 作者单位： | 1. 浙江省水利水电工程质量与安全监督管理中心,浙江,杭州,310012
2. 湖州市南浔镇农业综合服务中心,浙江,湖州,313000 |
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| 摘 要： | 以温州戍浦江河口大闸枢纽工程为例,提出在淤泥等深厚软基上建造钢管桩框格填土围堰的一般原则与方法,包括断面结构设计与相关抗倾覆、地基整体稳定、渗透稳定、基坑抗隆起及挤淤深度计算,以及围堰施工程序、施工工艺、围堰维护等.
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| 关 键 词： | 戍浦江河口大闸 钢管桩框格填土围堰 设计 施工 |
Design and Construction of Earth-filling Cofferdam with Steel-pipe Piles Frame |
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| JIANG Xing-nan,SHEN Jian-xin. Design and Construction of Earth-filling Cofferdam with Steel-pipe Piles Frame[J]. Journal of Zhejiang Water Conservancy and Hydropower College, 2010, 22(2): 14-17 |
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| Authors: | JIANG Xing-nan SHEN Jian-xin |
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| Affiliation: | JIANG Xing-nan1,SHEN Jian-xin2(1.Zhejiang Water Conservancy and Hydropower Engineering Quality and Safety Monitoring Center,Hangzhou 310012,China,2.Nanxun Agriculture Integrated Service Center,Huzhou 313000,China) |
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| Abstract: | The general principles and methods of earth-filling cofferdam building with steel-pipe piles frame on deep thick soft sludge foundation are brought forward in this paper based on Shupu River Gate Hinge project in terms of the design of cross section structure,the calculations of anti-overturning factors,the integral foundation stability of foundation soil,the stable permeability,as well as the calculations of pit foundation uplift-resistance and silt displacement depth.The construction program,the construct... |
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| Keywords: | Shupu River Gate earth-filling cofferdam with steel-pipe piles frame design construction |
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