| 110 kV单腿铁塔基础纠偏技术 |
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| 引用本文： | 康巨人,曾立邦. 110 kV单腿铁塔基础纠偏技术[J]. 地质灾害与环境保护, 2009, 20(1) |
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| 作者姓名： | 康巨人 曾立邦 |
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| 作者单位： | 中国有色金属工业长沙勘察设计研究院,长沙,410011;中国建筑西南勘察设计研究院厦门分院,厦门,361009 |
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| 摘 要： | 建于深厚软土上的某铁塔因基础周边不均匀填土后产生了严重的不均匀沉降,经采用顶压法和掏土法对构筑物进行综合促沉纠偏,同时采用钢管桩法加固处理,实践表明效果良好.
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| 关 键 词： | 软土地基 纠偏 加固 |
RECTIFYING DEVIATION TECHNOLOGY OF 110KV'S ONE-LEG IRON TOWER FOUNDATION |
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| KANG Ju-ren,ZENG Li-bang. RECTIFYING DEVIATION TECHNOLOGY OF 110KV'S ONE-LEG IRON TOWER FOUNDATION[J]. Journal of Geological Hazards and Environment Preservation, 2009, 20(1) |
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| Authors: | KANG Ju-ren ZENG Li-bang |
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| Affiliation: | 1.Changsha Geotechnical & Design Institute of China Non-ferrous Metalsindusry;Changsha 410011;China;2.Southwest Geotechnical & Design Institute of China Architecture Xiamen Subsection;Xiamen 361009;China |
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| Abstract: | A iron tower built on deep soft soil brings serious differential settlement because of the foundation surrounding uneven filling.Using the method of top pressure and out soil promoted a comprehensive rectifying deviation to the structure,and using of steel pipe pile method reinforced the base of the tower.The practice shows that the results are very good. |
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| Keywords: | soft soil foundation rectifying deviation reinforcement |
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