首页 | 本学科首页   官方微博 | 高级检索  
     

碾压混凝土拱坝开裂研究的进展
引用本文:韦天琴,刘海成,宋加国. 碾压混凝土拱坝开裂研究的进展[J]. 水力发电, 2005, 31(3): 37-38,50
作者姓名:韦天琴  刘海成  宋加国
作者单位:辽宁省水利水电勘测设计研究院,辽宁,沈阳,110006;辽宁省水利水电勘测设计研究院,辽宁,沈阳,110006;大连理工大学海岸和近海工程国家;济南市城建工程公司,山东,济南,250031
基金项目:国家自然科学基金项目(50179002)
摘    要:近年来碾压混凝土拱坝快速发展,已经跃上了百米级高度的台阶。尽管高粉煤灰掺量使得碾压混凝土水化热较低,但由于采用通仓连续碾压的施工方式,使得碾压混凝土高拱坝的温度裂缝问题依然十分突出。从坝体分缝、拱坝开裂理论分析以及碾压混凝土材料、施工技术、理论计算等方面进行了探讨,分析了今后碾压混凝土拱坝裂缝控制的发展方向。

关 键 词:碾压混凝土拱坝  开裂控制  坝体分缝
文章编号:0559-9342(2005)03-0037-02

Study advance on the cracking of RCC arch dams
Wei Tian-qin,Liu Hai-cheng,Song Jia-guo. Study advance on the cracking of RCC arch dams[J]. Water Power, 2005, 31(3): 37-38,50
Authors:Wei Tian-qin  Liu Hai-cheng  Song Jia-guo
Affiliation:Wei Tian-qin1,Liu Hai-cheng1,2,Song Jia-guo3
Abstract:In recent years, the construction technique in arch dam engineering has been revolutionized due to the rapid development of RCC arch dams, and the target of dam height with 100m above is realized. In spite of the lower heat of hydration of RCC materials due to high ratio of fly ash, cracking problem is very serious due to the high tensile stress when the temperature of the dam reduces because the continuous full-face compacted construction technique is applied. In this paper, the progress of dam joint-cutting (structural model) is mostly introduced by engineering practice, then the advance and open questions on theoretical analysis of cracking of RCC arch dam is mentioned. Finally, from RCC materials, construction technology, as well as theoretical analysis, some trends in the development of cracking control of RCC arch dams are predicted.
Keywords:RCC arch dam  cracking control  joints of dam
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