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特大跨径悬索桥主缆PPWS施工牵引力近似计算方法

王峻 林帆

中国工程科学2012,Vol.14Issue(5):37-40,61,5.
中国工程科学2012,Vol.14Issue(5):37-40,61,5.

特大跨径悬索桥主缆PPWS施工牵引力近似计算方法

Approximate calculation method of main cables PPWS construction traction force for extra-large span suspension bridge

王峻 1林帆2

作者信息

  • 1. 江苏省长江公路大桥建设指挥部,江苏泰州225321
  • 2. 中交第二公路工程局第二工程有限公司,西安710119
  • 折叠

摘要

Abstract

For the large number of wire strands and the long distance of strand traction, the wire strands arc erected normally with gantry pulling traction system that allows continuous pylon passing in the construction of main cables with PPWS(prefabricated parrel wire strand) method for an extra-large span suspension bridge. The accurate calculation of traction force is of realistic significance to the selection of traction equipment and ensuring smooth construction. In early days of suspension bridge construction, the capacity demand and type of traction e-quipment were determined mainly based on experience. In this article, exploration was made for the traction force calculation method of the gantry pulling traction system for PPWS construction, and the results were compared with measured data on work site. It proves that the calculation result is reliable and can be used in construction calculation.

关键词

悬索桥/主缆/PPWS/索股/牵引力

Key words

suspension bridge/main cable/PPWS/wire strand/traction force

分类

交通工程

引用本文复制引用

王峻,林帆..特大跨径悬索桥主缆PPWS施工牵引力近似计算方法[J].中国工程科学,2012,14(5):37-40,61,5.

基金项目

交通行业联合科技攻关项目(2008-353-332-170) (2008-353-332-170)

江苏省"333高层次人才培养工程"专项资助 ()

中国工程科学

OA北大核心CSTPCD

1009-1742

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