| 钢筋混凝土地下连续墙墙趾及接缝处理新工艺 |
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| 引用本文： | 潘建业,姜芳禄. 钢筋混凝土地下连续墙墙趾及接缝处理新工艺[J]. 山西建筑, 2012, 38(19): 103-103 |
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| 作者姓名： | 潘建业 姜芳禄 |
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| 作者单位： | 1. 天津华勘集团有限公司,天津,300130
2. 河北工业大学土木工程学院,天津,300142 |
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| 摘 要： | 为了解决钢筋混凝土地下连续墙墙体接缝处易变形,漏水等问题,介绍了在连续墙设计时增加墙趾、墙缝注浆,沿墙与墙搭接缝、沿墙趾预埋袖花管注浆的新工艺,并对注浆时间进行了说明,经实践证明效果良好,值得在同类工程中推广应用。
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| 关 键 词： | 钢筋混凝土 地下连续墙 后压浆 袖花管 |
New technology of underground steel reinforced concrete wall and joint treatment |
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| PAN Jian-ye,JIANG Fang-lu. New technology of underground steel reinforced concrete wall and joint treatment[J]. Shanxi Architecture, 2012, 38(19): 103-103 |
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| Authors: | PAN Jian-ye JIANG Fang-lu |
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| Affiliation: | 1.Tianjin Hua Survey Group Co.,Ltd,Tianjin 300130,China; 2.College of Civil Engineering,Hebei University of Industry,Tianjin 300142,China) |
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| Abstract: | In order to solve the deformation and leakage problems occurring in continuous underground steel reinforcement concrete wall joint,the paper introduces the new technology added in continuous wall design,such as increasing wall toe,wall joint grouting,connecting joint among wall,pre-embedding sleeve tube along wall toe,and illustrates grouting time.Practice proves that the effect is good,which is worth promoting in similar engineering. |
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| Keywords: | steel reinforced concrete continuous underground wall post grouting sleeve tube |
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