首页 | 官方网站   微博 | 高级检索  
     

英那河水库混凝土重力坝加高的温控措施
引用本文:张延成,高清震,赵良敏.英那河水库混凝土重力坝加高的温控措施[J].大坝与安全,2007(1):52-53,60.
作者姓名:张延成  高清震  赵良敏
作者单位:1. 英那河水库灌区管理局,辽宁,大连,116411
2. 庄河市水土保持站,辽宁,大连,116400
摘    要:温度应力是造成混凝土重力坝坝体裂缝的主要原因,而对扩建工程,由于原坝体温度场、材料弹性模量和徐变等力学性能与新浇坝体的差异,使温度应力造成的各种不利情况更严重、更复杂.因此,采取有效的温控措施是十分必要的.本文介绍了英那河水库重力坝加高采取的温度应力控制措施,实践证明效果良好.

关 键 词:重力坝加高  温度应力  英那河水库  扩建工程  宽缝
文章编号:1671-1092(2007)01-0052-02
收稿时间:2006-06-26
修稿时间:2006年6月26日

Temperature control measures in the heightening of Yingnahe reservoir dam
ZHANG Yan-cheng,GAO Qing-zhen,ZHAO Liang-min.Temperature control measures in the heightening of Yingnahe reservoir dam[J].Large Dam & Safety,2007(1):52-53,60.
Authors:ZHANG Yan-cheng  GAO Qing-zhen  ZHAO Liang-min
Abstract:Temperature stress is the main reason for cracks on concrete gravity dams. In heightening, due to the difference of the temperature field, material elastic modulus and creep between the new and old dam body,the abverse conditions caused by temperature stress would be more serious and complicated. So, it is necessary to take effective measures to control the temperature. In the paper, the temperature control measures were introduced and the measures were proved effective.
Keywords:heightening of the concrete gravity dams  temperature stress  Yingnahe reservoir  enlargement project  wide cracks
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号