| 小浪底水利枢纽上游围堰塑性混凝土防渗墙的施工 |
| |
| 引用本文： | 高钟璞,安致文.小浪底水利枢纽上游围堰塑性混凝土防渗墙的施工[J].水力发电,1994(3):10-12. |
| |
| 作者姓名： | 高钟璞 安致文 |
| |
| 作者单位： | 中国水利水电基础工程局 |
| |
| 摘 要： | 小浪底上游围堰混凝土防渗墙右岩部分长２３９．４１ｍ，总面积１３７２６ｍ＾２。该防渗墙设计要求采用塑性混凝土墙体材料。经过实践，实现了“高强低弹”的目标，比国外智利科尔本大坝的塑性混凝土的性能还要优越。
|
| 关 键 词： | 围堰 塑性混凝土 截水墙 工程施工 |
Construction of the plastic concrete diaphragm wall of the upstream cofferdam in Xiaolangdi project |
| |
| Gao Zhongpu, An Zhiwen, Wang Guomin.Construction of the plastic concrete diaphragm wall of the upstream cofferdam in Xiaolangdi project[J].Water Power,1994(3):10-12. |
| |
| Authors: | Gao Zhongpu An Zhiwen Wang Guomin |
| |
| Abstract: | The left side section of the concrete diaphragm wall of the upstream offerdam in the Xiaolangdi project has a length of 239. 41m with a total area of 13726m2. According to the design the plastic concrete is used for the wall body. After construction the intended result of high strength and low elasticity has beenachieved,and the wall quality is better than that of the Kolben dam in Chile. |
| |
| Keywords: | Xiaolangdi project plastic concrete construction of diaphragm wall |
| 本文献已被 CNKI 维普 等数据库收录！ |
