| 角型钢架整体吊装的实践 |
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| 引用本文： | 方玉宾.角型钢架整体吊装的实践[J].有色设备,2002(4):16-17,6. |
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| 作者姓名： | 方玉宾 |
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| 作者单位： | 金隆铜业有限公司,技术处,安徽,铜陵,244021 |
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| 摘 要： | 介绍了重19.525t、高62.5m的角型钢架重心、快绳拉力的计算、模拟起吊试验、吊装方案的确定、起重设备及辅助设施的选配和现场起吊程序制定的全过程。
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| 关 键 词： | 角型钢架 快绳拉力 模拟试验 整体吊装 |
| 文章编号： | 1003-8884(2002)04-0016-02 |
Practice of Erecting Triangular Steel Frame Integrally |
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| FANG Yu,bin.Practice of Erecting Triangular Steel Frame Integrally[J].Non-ferrous Metallurgical Equipment,2002(4):16-17,6. |
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| Authors: | FANG Yu bin |
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| Affiliation: | FANG Yu bin |
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| Abstract: | The paper introduces the determination of erection plan for the triangular steel frame which is 19 255 tons in weight and 62 5 meters high,the calculation method of gravity center and the quick rope pull,the imitation lifting test and the arrangement of lift equipment as well as the whole erection process. |
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| Keywords: | Triangular steel frame Quick rope pull Imitation test Integral erection |
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