| 大盈江水电站调压井混凝土滑模施工 |
| |
| 引用本文： | 王国辉,吴根生,孙兰兰.大盈江水电站调压井混凝土滑模施工[J].东北水利水电,2011,29(12):25-27,71. |
| |
| 作者姓名： | 王国辉 吴根生 孙兰兰 |
| |
| 作者单位： | 中国水电建设集团辽宁工程局有限公司,辽宁沈阳,110179 |
| |
| 摘 要： | 由于液压滑升模板外形复杂、有横向联系,预埋件多、钢筋密集的结构,使滑模工艺受到限制.大盈江水电站调压井、检修闸门井及通气孔混凝土539 m高程以下采用常规立模方法浇筑,539 m高程以上采用液压整体滑升模板施工,滑升速度控制在2.0 m/d.
|
| 关 键 词： | 调压井 滑模设计 滑模施工 大盈江水电站 |
Concrete slip form construction of surge shaft for Dayingjiang hydropower station |
| |
| WANG Guo-hui,WU Gen-sheng,SUN Lan-lan.Concrete slip form construction of surge shaft for Dayingjiang hydropower station[J].Water Resources & Hydropower of Northeast China,2011,29(12):25-27,71. |
| |
| Authors: | WANG Guo-hui WU Gen-sheng SUN Lan-lan |
| |
| Affiliation: | WANG Guo-hui,WU Gen-sheng,SUN Lan-lan |
| |
| Abstract: | The slip form is limited by complex configurations,transverse connection,lots of pre-embed and intensive steel bar structure of hydraulic and removable formwork.The concrete construction of the surge shaft,maintenance gate shaft and air hole adopt the conventional formwork methods for below elevation of 539 meter.When the elevation is exceed the 539 meter,the overall construction of hydraulic sliding template is adopted,with the sliding rate 2.0 m/d. |
| |
| Keywords: | surge shaft slip form design slip form construction Dayingjiang hydropower station |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
