摘要
王万线松花江大桥主桥采用了中间一孔为刚构的( 60+9×96 +60 )m的预应力混凝土刚构连续梁桥,联长达986m,集长联、大跨于一体,且位于严寒地区,介绍该桥的主要设计内容和长联多跨桥设计中的特殊问题。
The main bridge of Song Hua River Bridge is designed as a (60+9×96+60)m PC rigid frame-continuous girder with a continuous unit up to 986 m,long continuous unit、long-span and located severe cold zone are its specific character. The main contents of design and the characteristic of long continuous unit and multi-span bridge were introduced.
出处
《铁道标准设计》
2005年第6期30-33,共4页
Railway Standard Design
关键词
刚构连续粱
多跨
严寒地区
设计
rigid frame-continuous girder
multi-span
cold zone
design
