| 多跨索道承载索拉力的计算 |
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| 引用本文： | 薛伟,赵宝利,李玉坤,张新湖.多跨索道承载索拉力的计算[J].林业科技,1995(2). |
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| 作者姓名： | 薛伟 赵宝利 李玉坤 张新湖 |
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| 作者单位： | 黑龙江省木材采运研究所，黑龙江省南岔林业局，黑龙江省绥化林业技工学校，黑龙江省兴隆林业局 |
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| 摘 要： | 林业用多跨索道承载索张力和悬索形式决定着系统的换算弹性系数的变化。随着载荷的移动，承载索张力变化很大。本文在充分考虑林业集运材多跨索道承载索两端支点的可挠性及承载索弹性的不完整性的情况下。研究了任意载荷时的拉力的计算。
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| 关 键 词： | 多跨索道，承载索拉力，计算 |
PULL CALCULATION THE BEARING CABLE OF MULTISPAN CABLEWAY |
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| Xue Wei.PULL CALCULATION THE BEARING CABLE OF MULTISPAN CABLEWAY[J].Forestry Science & Technology,1995(2). |
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| Authors: | Xue Wei |
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| Institution: | Wood Cutting and Transportation Research Institute of Heilongjing Province |
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| Abstract: | The tension and aerial conveyer type of multispan cableway will dicede the change of elasticity coefficient of the system. The tension of bearing cable will be changed when the load moving.In the condition of no sufficiency of the deflection of two-end fulcrum and elasticity of bearing cable,the calculation of pulling force to any load is done. |
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| Keywords: | Multsipan cablleway Baearing cable Pulling force Calculation |
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