| 软横跨结构抬高调整计算方法 |
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| 引用本文： | 陈江波,李伟.软横跨结构抬高调整计算方法[J].铁道工程学报,2004(2):75-77. |
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| 作者姓名： | 陈江波 李伟 |
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| 作者单位： | 北京铁路电气化学校,北京,南口,102202 |
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| 摘 要： | 本文针对京广线既有软横跨接触悬挂抬高施工过程中,在不加高软横跨支柱高度前提下,对横向承力索直吊弦缩短量和横向承力索缩短量进行简化计算,提出了适合现场的具体计算方法。
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| 关 键 词： | 提速 抬高 直吊弦调整量 横向承力索悬挂点位置调整量 |
| 文章编号： | 1006-2106(2004)02-0075-03 |
| 修稿时间： | 2003年11月13 |
COMPUTING METHOD OF LIFTING ADJUSTMENT OF SOFT LATERAL SPAN STRUCTURE |
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| CHEN Jiang-bo,LI Wei
Beijing Railway Electrification School.COMPUTING METHOD OF LIFTING ADJUSTMENT OF SOFT LATERAL SPAN STRUCTURE[J].Journal of Railway Engineering Society,2004(2):75-77. |
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| Authors: | CHEN Jiang-bo LI Wei
Beijing Railway Electrification School |
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| Abstract: | This simplified computing is made on the shrinkage of lateral catenary and its straight hanger and the suitable concrete computing method is proposed for the construction of lifting existing soft lateral span contact suspension without lifting the hehght of soft lateral span supporting pillar. |
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| Keywords: | speed-raising lifting adjustment of straight catenary adjustment of suspension location of lateral catenary |
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