| 南京长江第三大桥钢塔柱安装 |
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| 引用本文： | 胡冬勇,李宗平,唐启.南京长江第三大桥钢塔柱安装[J].现代交通技术,2006,3(2):33-36. |
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| 作者姓名： | 胡冬勇 李宗平 唐启 |
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| 作者单位： | 中港第二航务工程局,湖北,武汉,430050 |
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| 摘 要： | 南京三桥主桥为钢塔铜箱梁双索面五跨连续斜拉桥，塔柱下横梁以上采用钢塔柱的结构型式。本文介绍该桥钢塔柱安装基本情况、安装设备、安装步骤及其关键工艺和方法。
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| 关 键 词： | 钢混结合段 钢塔柱 钢横梁 安装工艺 |
| 文章编号： | 1672-9889（2006）02-0033-04 |
| 收稿时间： | 2005-08-09 |
| 修稿时间： | 2005年8月9日 |
Installation of Steel Tower Pillar of Nanjing NO.3 Yangtze River Bridge |
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| Hu Dongyong,Li Zongping,Tang Qi.Installation of Steel Tower Pillar of Nanjing NO.3 Yangtze River Bridge[J].Modern Transportation Technology,2006,3(2):33-36. |
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| Authors: | Hu Dongyong Li Zongping Tang Qi |
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| Institution: | The Second Engineering Company of China Harbour Engineering, Wuhan 430050, China |
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| Abstract: | Main bridge of Nanjing NO.3 Yangtze river bridge consist of five across continuous cable-stayed bridge of steel tower and steel beam,the tower above the beam adopts steel tower pillar,this paper describes the basic circumstance of installation, the equipments of installation and the key technology of the installation. |
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| Keywords: | steel concrete combination segment steel tower horizontal beam in steel installation technology |
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