铁道建筑
鐵道建築
철도건축
Railway Engineering
2015年
11期
104-107
,共4页
尤明熙%蔡小培%高亮%钟阳龙
尤明熙%蔡小培%高亮%鐘暘龍
우명희%채소배%고량%종양룡
无砟轨道%温度曲线%温度特性%传递规律
無砟軌道%溫度麯線%溫度特性%傳遞規律
무사궤도%온도곡선%온도특성%전체규률
Ballastless track%T emperature curve%T emperature characteristics%T ransfer law
夏季高温天气持续,很容易造成轨道结构内部温度过高,导致轨道结构变形失稳。为了得到夏季高温条件下 CRTSⅡ型板式无砟轨道结构内部的温度分布传递特性,根据京沪高铁津沪线路所桥上CRTSⅡ型板式无砟轨道结构特点,以实测轨道表面的温度变化曲线为边界条件,建立了 CRTSⅡ型板式无砟轨道三维实体模型,得到温度在无砟轨道内部的分布和传递的一般规律。结果表明本文所建模型能够准确、有效地用于无砟轨道内部温度特性研究。
夏季高溫天氣持續,很容易造成軌道結構內部溫度過高,導緻軌道結構變形失穩。為瞭得到夏季高溫條件下 CRTSⅡ型闆式無砟軌道結構內部的溫度分佈傳遞特性,根據京滬高鐵津滬線路所橋上CRTSⅡ型闆式無砟軌道結構特點,以實測軌道錶麵的溫度變化麯線為邊界條件,建立瞭 CRTSⅡ型闆式無砟軌道三維實體模型,得到溫度在無砟軌道內部的分佈和傳遞的一般規律。結果錶明本文所建模型能夠準確、有效地用于無砟軌道內部溫度特性研究。
하계고온천기지속,흔용역조성궤도결구내부온도과고,도치궤도결구변형실은。위료득도하계고온조건하 CRTSⅡ형판식무사궤도결구내부적온도분포전체특성,근거경호고철진호선로소교상CRTSⅡ형판식무사궤도결구특점,이실측궤도표면적온도변화곡선위변계조건,건립료 CRTSⅡ형판식무사궤도삼유실체모형,득도온도재무사궤도내부적분포화전체적일반규률。결과표명본문소건모형능구준학、유효지용우무사궤도내부온도특성연구。
Summer continuous high temperature weather easily causes the high internal temperature of rail structure and leads to deformation instability of track structure. In order to get the internal temperature transfer characteristics of CRTSⅡ slab-type ballastless track in summer high temperature condition and according to CRTSⅡ slab-type ballastless track structure characteristics of JinHu block station bridge in Beijing-Shanghai high speed railway, CRTSⅡ slab-type ballastless track three-dimensional entity model was established and general distribution and transfer law of ballastless track internal temperature was concluded by taking temperature variation curve of measured track surface as boundary conditions. T he results showed that the model presented in this paper could be used to internal temperature characteristic study of ballastless track accurately and effectively.