长江科学院院报 ›› 2012, Vol. 29 ›› Issue (10): 108-113.DOI: 10.3969/j.issn.1001-5485.2012.10.021

• 水工结构与材料 • 上一篇    下一篇

船闸闸室结构选型计算分析

曹邱林1,陈 蕾1,徐 刚2   

  1. 1.扬州大学 水利科学与工程学院,江苏 扬州 225009;2.江苏省水利勘测设计研究院有限公司,江苏 扬州 225009
  • 收稿日期:2011-07-25 修回日期:2011-09-03 出版日期:2012-10-01 发布日期:2012-10-18
  • 作者简介:曹邱林(1965-),男,江苏南通人,副教授,主要从事水工结构工程等方面的教学与研究工作

Selection of Structural Style for Ship Lock Chamber

CAO Qiu-lin1, CHEN Lei1, XU Gang2   

  1. 1.School of Hydropower Science and Engineering, Yangzhou University, Yangzhou  225009, China; 2. Jiangsu Surveying and Design Institute of Water Resources Co., Ltd., Yangzhou  225009, China
  • Received:2011-07-25 Revised:2011-09-03 Online:2012-10-01 Published:2012-10-18

摘要: 为确定船闸闸室结构型式,根据地基条件、水头大小、输水系统型式、材料来源和施工条件等因素,进行综合技术经济比较,并通过工程实例,利用有限元软件MARC对闸室结构选型初步方案进行了定性定量分析。分析结果表明:设置了临时施工宽缝的整体式结构闸墙相对变位较小,适应不均匀沉降的能力较强,施工便利,软土地基上运用广泛;双铰式结构闸室墙与底板共同作用,可减小中间底板的厚度,但其适应不均匀沉降的能力较差,且易出现由于底板厚度过小而无法布置钢筋的情况。经综合比较,整体式结构方案综合优势更大,故推荐采用此方案。

关键词: 闸室结构型式, 有限元, 整体式, 双铰式

Abstract: To determine a proper structure for ship lock chamber, we compared the foundation, water head, water delivery system, material source, and construction condition in terms of technique and economy. Subsequently, we made a qualitative and quantitative analysis on preliminary schemes of the structure of a lock chamber through finite element software MARC. Results show that: the integral-style of lock chamber, which has temporary construction joints, has a small displacement, and could adapt to uneven sedimentation. It's convenient to construct and to be applied to soft soil site. The double-hinge style of lock chamber, whose wall acts together with the chassis, could reduce the thickness of chassis base. But the chamber couldn’t well adapt to uneven sedimentation and the base is too thin for reinforcement placement. It's concluded that the integral-type is superior and thus is recommended.

Key words:  structural style of chamber, finite element, the integral type, the double-hinge type

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