首页 | 本学科首页   官方微博 | 高级检索  
     检索      

鱼洞长江大桥设计咨询
引用本文:苏国明.鱼洞长江大桥设计咨询[J].铁道建筑技术,2008(1):45-48.
作者姓名:苏国明
作者单位:中铁第五勘察设计院集团有限公司,北京,102600
摘    要:介绍了鱼洞长江大桥主桥(145.32+2×260+145.32)m四跨预应力混凝土连续刚构桥的设计咨询情况,依据新公路桥规对上部结构进行了验算,计算表明,梁部的抗裂验算不满足新桥规的要求,设计采用了咨询意见对梁部尺寸及预应力进行修改;最后,对墩梁固结部位进行了空间实体应力分析,表明该部位满足使用要求。

关 键 词:长江大桥  连续刚构  抗裂验算  设计咨询
文章编号:1009-4539(2008)01-0045-04
修稿时间:2007年9月30日

The Designing and Consultation of Yudong Yangtze River Bridge
Su Guoming.The Designing and Consultation of Yudong Yangtze River Bridge[J].Railway Construction Technology,2008(1):45-48.
Authors:Su Guoming
Institution:Su Guoming (China Railway 5th Survey and Design Institute Group Co. , Ltd. , Beijing 102600, China)
Abstract:This paper introduces the designing and consultation of the main bridge ( 145.32 m + 2 × 260 m + 145.32 m) of Yudong Yangtze river bridge, a four-span prestressed concrete continuous rigid frame bridge. According to the old and new codes for highway bridge, the superstructure has been checked. The result reveals that the cracking checking does not meet the requirements of new code, so the designer accepts the consulting advice and corrects the sizes of girder and the layout of tendons. And the stress analysis at the consolidation site between the pier and the girder proves the reasonability of such de- sign.
Keywords:Yangtze River Bridge  continuous rigid frame bridge  cracking checking  designing and consultation
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号