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40m+64m+40m铁路连续槽形梁设计
引用本文:续宗宝.40m+64m+40m铁路连续槽形梁设计[J].铁道建筑技术,2006(6):58-60.
作者姓名:续宗宝
作者单位:铁道第五勘察设计院桥梁分院,北京,102600
摘    要:槽形梁是一种粱、板组合形式的预应力结构,具有建筑高度低、节省路基土石方工程投资、养护简便及减少噪声等特点,在解决立交跨线处净空受控制的工程中。结合某线40 m 64 m 40 m铁路连续槽形梁,介绍了槽形梁的合理断面设计、构造细节、平面杆系及空间结构的分析计算过程和结果,以及设计中需要注意的问题。

关 键 词:铁路连续梁桥  槽形梁  设计
文章编号:1009-4539(2006)06-0058-03
修稿时间:2006年6月8日

Design of (40+64+40) m Railway Continuous Channel Beam
Xu Zongbao.Design of (40+64+40) m Railway Continuous Channel Beam[J].Railway Construction Technology,2006(6):58-60.
Authors:Xu Zongbao
Abstract:Channel Beam is a kind of prestressed structure composed of beam and board, with the feature of lower building height, lower investment for subgrade volume of earth and stone, simple maintenance, lower noise and so on. It will be more and more widely adopted in solving the head-way control on flyover bridge. Channel Beam is a complex space struc-ture, but it has an obvious unity. In the light of a (40 64 40)m railway continuous channel beam in some line, this arti-cle introduces the analysis, calculation process and result of the rational section design, construction detail, plane linear el-ements and space structure of the channel beam. Some problems which should be noticed in the design is also pointed out in the article.
Keywords:railway continuous beam bridge  channel beam  design
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