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抗震钢筋对高拱坝抗震性能的影响
引用本文:郭永刚,涂劲,陈厚群.抗震钢筋对高拱坝抗震性能的影响[J].水利学报,2004(3):1-6.
作者姓名:郭永刚  涂劲  陈厚群
作者单位:中国水利水电科学研究院,工程抗震研究中心,北京,100044
摘    要:依据小湾拱坝伸缩横缝间布设抗震钢筋方案、特点和要求,围绕抗震钢筋对大坝抗震的影响展开研究,内容包括抗震钢筋种类的选择、温度影响、配筋方式、部位、数量的布设、方案的效果检验及其优化、以及布设预应力钢束的效果等,并提出了这些抗震措施对坝体横缝张开度的影响。研究结果认为在提供上、下游面各布设6层含钒抗震钢筋能有效减小地震时上游横缝的张开度,采用穿越横缝的抗震钢筋是有效的抗震措施。

关 键 词:拱坝  抗震钢筋  伸缩横缝  张开度
文章编号:0559-9350(2004)03-0001-06
修稿时间:2002年11月25

Effect of aseismic reinforcement on earthquake resistance of high arch dam
GUO Yong-gang,TU Jin,CHEN Hou-qun.Effect of aseismic reinforcement on earthquake resistance of high arch dam[J].Journal of Hydraulic Engineering,2004(3):1-6.
Authors:GUO Yong-gang  TU Jin  CHEN Hou-qun
Abstract:According to the structure requirement and designed reinforcerment arrangement scheme of Xiaowan Arch Dam,the effect of aseismic reinforcement on earthquake resistance of the dam is studied.The main topics such as the selection of the variety of reinforcement,influence of temperature variation,effect of reinforcement locations,quantity and the way of steel bar arrangement are considered.It is found that the scheme in which two rows of steel bar are placed on the upstream and downstream suface of the dam can effectively minimize the openings of the transverse expansion joints during earthquake.Furthermore,the reinforcement bar passing through the transverse expansion joint is effective for enhancing the aseismic resistance of the dam.
Keywords:hihg arch dam  aseismic reinforcement  transverse joint  opening
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