中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2007, Vol. 26 ›› Issue (4): 3-5.

• • 上一篇    下一篇

墩顶横隔板对连续刚构箱梁顶板力学性能的影响

李胜华,周志祥,张鑫   

  1. 重庆交通大学土木建筑学院,重庆 400074
  • 收稿日期:2006-05-22 修回日期:2006-06-23 出版日期:2007-08-15 发布日期:2015-05-18
  • 作者简介:李胜华(1980—),男,湖北十堰人,硕士研究生,主要从事桥梁及结构分析.E—mail:lshcquc@163.com.

Influences of DiaphragMat the Root of Pier on the Behaviors of Roof-board

LI Sheng-hua,ZHOU Zhi-xiang,ZHANG Xin   

  1. School of Civil Engineering&Architecture,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2006-05-22 Revised:2006-06-23 Online:2007-08-15 Published:2015-05-18

摘要: 为增强箱梁结构顺桥向的抗弯刚度和横向抗扭刚度,一般都在墩顶和跨中设置横隔板,但横隔板对附近区段 箱梁的受力性能是否有不可忽略的影响,这是通常设计中未曾清晰认识的问题.现以某大桥墩顶附近顶板开裂这一 情况为例,具体分析墩顶横隔板对顶板力学性能的影响.结果表明顶板的受力情况在横隔板附近与远离横隔板的区 域存在明显差异.

关键词: 横隔板, 箱梁, 顶板, 刚度, 泊松效应

Abstract: Generally a diaphragm is set between the rof of the pier and the mid-span in order to enhance the rigidity refers to the bend-resistance of the box-beam structure in the same direction with the bridge and the twist-resistance cross wise.However,near the diaphragm section,the diference of strength function is obvious comparing to the convention section,which is usually be ignored during the design process.Taking the rof-board crack near the pier of a bridge for example,the diaphragm 's influences on the mechanics function of the roof-board are analyzed specifically.The results show that the strength situation is obviously different between the rof-board around the diaphragm and those section far away from it.

Key words: diaphragm , box·beam, robboard, rigidity, Poisson effect

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