| 地下矿槽建筑的抗浮分析与设计 |
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| 引用本文： | 李水根,丁秋秋. 地下矿槽建筑的抗浮分析与设计[J]. 新余高专学报, 2006, 11(2): 99-101 |
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| 作者姓名： | 李水根 丁秋秋 |
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| 作者单位： | 江西新余钢铁有限责任公司,设计院,江西,新余,338000 |
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| 摘 要： | 在目前规范没有具体规定抗浮谆防水位的确定方法的情况下，对如何确定建筑抗浮设防水位提供了科学的方法，对工业建筑地下矿槽，当地下水位较复杂时，宜采用抗力平衡型抗浮措施，地下矿槽工程实贱证明了该方法的有效性和经济性。
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| 关 键 词： | 地下矿槽 地下水位 抗浮设防水位 锚杆设计 |
| 文章编号： | 1008-6765（2006）02-0099-03 |
| 收稿时间： | 2006-03-24 |
| 修稿时间： | 2006-03-24 |
An analysis and design of floating resistance of ground ore tank building |
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| LI Shui-gen,DING Qiu-qiu. An analysis and design of floating resistance of ground ore tank building[J]. Journal of XinYu College, 2006, 11(2): 99-101 |
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| Authors: | LI Shui-gen DING Qiu-qiu |
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| Affiliation: | Xinyu Steel and Iron Company, Ltd, Xinyu 338000, china |
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| Abstract: | As for the floating resistance measures for the ground structure, we should adopt different measures according to the engineering characteristics, such as buoyancy removing, force resistance balancing, resistance to floating anchor lever, etc. Resistance to floating anchor lever should be adopted to solve the problem of design of resistance to floating in the ground ore tank. Practice proves that resistance to floating anchor lever is convenient in operation, low in cost, quick in construction, which is a feasible construction way. |
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| Keywords: | ground ore tank ground water level design of water level for resistance to floating anchor lever design |
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