| 临时围堰防渗墙施工的新模式 |
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| 引用本文： | 曾鹏九,缪绪樟,郭孟起.临时围堰防渗墙施工的新模式[J].水力发电,2008,34(11). |
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| 作者姓名： | 曾鹏九 缪绪樟 郭孟起 |
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| 作者单位： | 黄河设计公司地质勘探院,河南,洛阳,471000 |
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| 摘 要： | 草街工程临时围堰防渗墙工期的紧迫性,一般施工方法无法办到,施工中采用了振孔高喷与可控灌浆相结合、振动切喷与可控灌浆相结合的强强联合,优势互补,边抽边堵,最终以最短的时间,最好的质量,完成了该工程,展示了一种防渗墙施工的新理念。
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| 关 键 词： | 振孔高喷 振动切喷 可控灌浆 喷灌结合 切喷灌结合 施工艺术 |
New Model of Cutoff Wall Construction of Temporary Cofferdam |
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| Zeng Pengjiu,Miao Xuzhang,Guo Mengqi.New Model of Cutoff Wall Construction of Temporary Cofferdam[J].Water Power,2008,34(11). |
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| Authors: | Zeng Pengjiu Miao Xuzhang Guo Mengqi |
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| Abstract: | Because of the urgency of construction period of the cutoff wall of temporary cofferdam of Caojie Project,it is impossible to complete the project by common construction methods.Therefore,the combination of spray-hole with con-trollable grouting,and the combination of vibrating-cut jet with controllable grouting were applied in the construction.Fi-nally it took the shortest construction period and gained the high quality to complete this project,which shows a new model of cut-off wall construction. |
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| Keywords: | spray-hole vibrating-cut jet controllable grouting combination of jet with grouting combination of cutting with jet and grouting construction arts |
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