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天生桥一级大坝面板应力分析
引用本文:朱锦杰,邢林生.天生桥一级大坝面板应力分析[J].水力发电,2005,31(9):27-29.
作者姓名:朱锦杰  邢林生
作者单位:国家电力监管委员会大坝安全监察中心,浙江,杭州,310014
摘    要:天生桥一级面板堆石坝建成投入运行后不久,位于河床中间的面板发生横河向挤压破损,接近坝顶部位的面板破损程度比水下部位严重。通过对大坝面板应变、应力分布规律的观测,并应用强度理论对面板破损原因进行的分析,表明面板破损状况与所在部位的应力状态有关,这为面板的修复提供了依据。

关 键 词:混凝土面板堆石坝  坝安全  面板  监测  天生桥一级水电站
文章编号:0559-9342(2005)09-0027-03
收稿时间:12 30 2004 12:00AM
修稿时间:2004-12-30

Analysis of the stresses in face slab of Tianshengqiao cascade-Ⅰ dam
Zhu Jin-jie,Xing Lin-sheng.Analysis of the stresses in face slab of Tianshengqiao cascade-Ⅰ dam[J].Water Power,2005,31(9):27-29.
Authors:Zhu Jin-jie  Xing Lin-sheng
Affiliation:Large Dam Safety Supervision Center of SERC. Hangzhou Zhejlang 310014
Abstract:The face slabs of the dam in the middle were crushed and destroyed after it was put into operation soon.The slabs near to the crest are damaged more serious than those slabs under the water.This paper analyzes the distributed regularity of stresses and strains of face slabs of Tianshengqiao cascade-I dam and the strength theory is applied to interpret the damage causes and damage patterns.The analysis showed that the damage situation is related with the stresses at that area.It provides the evidence for permanent repair of the damaged face slab.
Keywords:concrete face rockfill dam  dam safety  face slab  monitoring  Tianshengqiao Cascade-I Hydropower Station  
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