[1]于宽畏,索真真,严 峻,等.仪征套闸闸室结构的优化设计[J].江苏水利,2016,(05):16-19.
 YU Kuanwei,SUO Zhenzhen,YAN Jun,et al.Optimization design of Yizheng Lock chamber structure[J].JIANGSU WATER RESOURCES,2016,(05):16-19.
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仪征套闸闸室结构的优化设计()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2016年05期
页码:
16-19
栏目:
规划与设计
出版日期:
2016-07-04

文章信息/Info

Title:
Optimization design of Yizheng Lock chamber structure
文章编号:
1007-7839(2016)05-0016-04
作者:
于宽畏1索真真1严 峻2李 斌1
1.扬州市勘测设计研究院有限公司,江苏 扬州 225007;
2.仪征市水务局,江苏 仪征 211400
Author(s):
YU Kuanwei1SUO Zhenzhen1YAN Jun2LI Bin1
1. Yangzhou Surveying and Design Institute of Water Resource Co.,ltd.,Yangzhou 225007,Jiangsu;
2. Yizheng Water Conservancy Bureau,Yizheng 211400,Jiangsu
关键词:
套闸方案比选优化设计内力分析
Keywords:
lockscheme comparisonoptimization designinternal force analysis
分类号:
TV662
文献标志码:
B
摘要:
针对仪征套闸粉砂土地基防渗性能差、上下游水位差大、现场作业面小等因素,在传统闸室结构的基础上,通过优化结构设计,既满足功能要求、结构安全,又有效降低了工程造价,取得了较好的应用效果。
Abstract:
Because of poor silt foundation seepage control performance,large difference between the upstream and downstream water level,small field work surface and other factors,the structure design is optimized on the basis of traditional chamber structure,which can meet the functional requirements,structural safety,effectively reduce the project cost and achieve good application results.

参考文献/References:

[1]何良德. 一种船闸闸室结构的新型式[J]. 水利水电科技进展,1997(06):29-31.
[2]李兵.东河水利枢纽工程船闸闸室结构设计[J]. 广东水利水电,2003(5):35-37.
[3]高兴和. 软土地基上的船闸闸室结构选型[J]. 江苏水利,2010(08):11-13.
[4]高兴和;严栋兴;吕犇;透水软基上大跨度闸室结构选型[J]. 江苏水利,2010(08):10-13

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备注/Memo

备注/Memo:
作者简介:于宽畏(1982-),男,工程师,本科,主要从事涉水工程结构设计工作。
更新日期/Last Update: 2016-05-15