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超大跨度输煤栈桥的竖向地震及温度计算

Vertical seism and temperature calculation of super-large span coal handling trestle

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【作者】 金联社张欲晓秦素娟

【Author】 JIN Lianshe1,ZHANG Yuxiao2,QIN Sujuan1(1.State Nuclear Electric Power Planning,Design & Research Institute,Beijing 100094,China;2.Shandong Electric Power Engineering Consulting Institute Co.,Ltd.,Jinan 250013,China)

【机构】 国核电力规划设计研究院山东电力工程咨询院有限公司

【摘要】 在山东菏泽发电厂三期工程煤场与主厂区被一条市政主干道隔开,市规划部门不允许在道路中间增设支柱,使该栈桥跨度达到55m.这大大超过常规栈桥跨度,在国内火力发电厂也较为少见.文章介绍该栈桥的竖向地震和温度应力计算,为以后的超长栈桥设计提供借鉴.

【Abstract】 Based on a practical engineering of the Third Phase Project of Shandong Heze Power Plant,the vertical seism and temperature calculation of super-large span coal handling trestle is described.In the project of Heze Power Plant area,there is a main municipal road between the coal yard and the main power-house area,which makes the span length of the trestle reached 55m.It is much longer than normal trestle and rarely to see in China.In this paper,the structure form of the trestle for Heze Power Plant,and vertical seismic analysis and vetical thermal stress analysis results are given so as to provide reference for the design of other super-large span coal handing trestles.

  • 【文献出处】 武汉大学学报(工学版) ,Engineering Journal of Wuhan University , 编辑部邮箱 ,2010年S1期
  • 【分类号】U448.18;U441
  • 【被引频次】3
  • 【下载频次】125
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