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| 地下连续墙槽段间连接节点构造的改进及其施工方法 | |
| 引用本文： | 徐伟 沈坚敏. 地下连续墙槽段间连接节点构造的改进及其施工方法[J]. 建筑施工, 1994, 16(4): 12-15 |
| 作者姓名： | 徐伟 沈坚敏 |
| 作者单位： | 同济大学 200092(徐伟)，上海市基础工程公司 200002(沈坚敏) |
| 摘 要： | 对地下连续墙槽段节点采用钢板封口及外包帆布的施工新工艺，提高了构造的抗渗漏性能，也加快了施工速度。 |
| 关 键 词： | 地下连续墙 槽段 节点 施工方法 |
Improvement of Groove Joint Construction of Underground Continuous Wall and Its Construction Method |
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| Xu Wei,Shen Jianmin. Improvement of Groove Joint Construction of Underground Continuous Wall and Its Construction Method[J]. Building Construction, 1994, 16(4): 12-15 | |
| Authors: | Xu Wei Shen Jianmin |
| Abstract: | Groove joints are sealed by sheet steel and wrapped with canvas. This new construction technology improves anti-seepage property as well as expedite construction speed. |
| Keywords: | underground continuous wall groove joint construction |
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