| 芜湖长江大桥2×120m联钢桁梁主桁杆件制造与试装 |
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| 引用本文： | 赵达斌,魏云祥,李庆瑞.芜湖长江大桥2×120m联钢桁梁主桁杆件制造与试装[J].钢结构,2001,16(5):1-3. |
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| 作者姓名： | 赵达斌 魏云祥 李庆瑞 |
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| 作者单位： | 山海关桥梁厂,秦皇岛,066205 |
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| 摘 要： | 介绍芜湖长江大桥 2× 12 0m联钢桁梁主桁杆件的结构形式、制造难点、技术措施、制造工艺等。通过主桁试装 ,验证了工厂制定的工艺方案可行 ,工装可靠。产品质量完全符合桥规要求
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| 关 键 词： | 钢梁 钢结构 整体节点弦杆 主桁试装 |
| 修稿时间： | 2001年7月10日 |
THE MANUFACTURE AND TRIAL ASSEMBLY FOR THE MAIN MEMBER IN THE CONTINU OUS STEEL TRUSS(2×120 m) OF WUHU YAN GTZE RIVER BRIDGE |
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| Zhao Dabin,Wei Yunxiang,Li Qingrui.THE MANUFACTURE AND TRIAL ASSEMBLY FOR THE MAIN MEMBER IN THE CONTINU OUS STEEL TRUSS(2×120 m) OF WUHU YAN GTZE RIVER BRIDGE[J].Steel Construction,2001,16(5):1-3. |
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| Authors: | Zhao Dabin Wei Yunxiang Li Qingrui |
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| Affiliation: | Shanhaiguan Bridge Girder Plant Qinhuangdao 066205 |
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| Abstract: | The paper introduces the type of the structure,the difficulty of the manufacture,and the technical measure of the main member in the continuous steel truss of Wuhu Yangtze River Bridge It is verified through the trial assembly of the main truss that the technological measure is feasible,the workmanship is reliable,and the quality of the product meets entirely conform to the requirements of the bridge code |
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| Keywords: | steel girder steel structure integral joints of chord member main truss trial assembly |
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