CAJ | 학술논문

山西中南部铁路通道是我国第一条按重载标准设计的大能力运煤铁路通道，该线汾河特大桥主桥采用(46.1+2×76+46.1) m预应力混凝土刚构连续梁，桥高47 m，该结构体系具有较高的承载能力和较好的抗震性能。本文重点介绍主桥的结构设计、ZH 活载(重载)与中—活载对比计算分析、抗震检算，以及墩梁固结部位实体模型分析等。
산서중남부철로통도시아국제일조안중재표준설계적대능력운매철로통도，해선분하특대교주교채용(46.1+2×76+46.1) m예응력혼응토강구련속량，교고47 m，해결구체계구유교고적승재능력화교호적항진성능。본문중점개소주교적결구설계、ZH 활재(중재)여중—활재대비계산분석、항진검산，이급돈량고결부위실체모형분석등。
Shanxi-Henan-Shandong Railway thoroughfare,a railway with large coal transportation capacity,is for the first time designed with the heavy load standard in China. The main span of Fenhe River Bridge is a ( 46. 1 +2 ×76+46. 1) m continuous rigid frame prestressed concrete bridge. Its height is 47 m. This structure has higher bearing capacity and better seismic performance. In this paper,the structural design of the main span was introduced. T wo load standards,including ZH ( heavy load) and CR live load,were applied and compared. Seismic resistance was calculated and checked. Finally,the fixed joint between pier and girder was analyzed with a finite element solid model.