| 上犹江水电站大坝闸墩与廊道顶拱裂缝成因分析 |
| |
| 引用本文： | 强晟,朱岳明,吉顺文,王腾,胡亭.上犹江水电站大坝闸墩与廊道顶拱裂缝成因分析[J].水利水电科技进展,2007,27(5):38-41. |
| |
| 作者姓名： | 强晟 朱岳明 吉顺文 王腾 胡亭 |
| |
| 作者单位： | 河海大学水利水电工程学院,江苏,南京,210098 |
| |
| 摘 要： | 针对江西上犹江水电站大坝闸墩裂缝和检查廊道顶拱的贯穿裂缝,运用温度场和温度应力的有限元方法对施工和运行过程进行模拟计算,在运行期重点考虑夏季泄洪冷击和冬季寒潮对开裂的影响,根据计算结果对裂缝的成因进行分析。计算结果表明,不同时期的温度应力是产生裂缝的主要原因。提出了裂缝处理和预防的建议。
|
| 关 键 词： | 混凝土重力坝 闸墩裂缝 廊道顶拱裂缝 温度应力 仿真计算 上犹江水电站 |
| 文章编号： | 1006-7647（2007）05-0038-04 |
| 修稿时间： | 2006-05-12 |
Causes of formation of cracks in dam pier and arch crest of gallery at Shangyoujiang Hydropower Station |
| |
| QIANG Sheng,ZHU Yue-ming,JI Shun-wen,WANG Teng,HU Ting.Causes of formation of cracks in dam pier and arch crest of gallery at Shangyoujiang Hydropower Station[J].Advances in Science and Technology of Water Resources,2007,27(5):38-41. |
| |
| Authors: | QIANG Sheng ZHU Yue-ming JI Shun-wen WANG Teng HU Ting |
| |
| Affiliation: | College of Water Conservancy and Hydropower Engineering, Hohai University, Nanfing 210098, China |
| |
| Abstract: | The FEM for temperature field and temperature stress was applied to simulation of cracks going through the pier and arch crest of inspeetion gallery of the dam for Shangyoujiang Hydropower Station during its construction and operation periods. The influences of cool flood discharge in summer and cold wave in winter on cracking during the operation period were focused. According to the result of calculation, the temperature stress in different periods is the main influencing factor for cracking. Finallv. some suggestions for crack orevention and treatment were made. |
| |
| Keywords: | concrete gravity dam crack in pier crack in arch crest of gallery temperature stress simulative calculation Shangyoujiang Hydropower Station |
| 本文献已被 维普 万方数据 等数据库收录！ |
| 点击此处可从《水利水电科技进展》浏览原始摘要信息 |
|
点击此处可从《水利水电科技进展》下载全文 |
