铁道标准设计
鐵道標準設計
철도표준설계
RAILWAY STANDARD DESIGN
2015年
9期
41-44
,共4页
刘欢%刘学毅%李娟%吴青松
劉歡%劉學毅%李娟%吳青鬆
류환%류학의%리연%오청송
城市轨道交通%竖曲线%梯形轨道%凸挡台%缓冲垫
城市軌道交通%豎麯線%梯形軌道%凸擋檯%緩遲墊
성시궤도교통%수곡선%제형궤도%철당태%완충점
Urban rail transit%Vertical curve%Ladder track%Convex retaining platform%Buffer
为了研究凹形竖曲线上梯形轨道的稳定性,以某城市轨道交通线为例,建立梯形轨道在凹形竖曲线上的叠合梁模型,计算分析在温度荷载、列车垂向荷载和制动力作用下,梯形轨道在凹形竖曲线上的力学特性以及扣件纵向阻力和缓冲垫刚度对轨道结构受力和变形的影响规律。计算表明:由于凸挡台的限位作用,轨道结构在竖曲线上较为稳定;扣件的纵向阻力对钢轨的纵向位移影响较大,为限制钢轨的纵向位移可适当增加扣件的纵向阻力;凸挡台缓冲垫刚度的提高能有效控制钢轨的纵向位移,但会减小缓冲作用,故应合理控制缓冲垫的刚度。
為瞭研究凹形豎麯線上梯形軌道的穩定性,以某城市軌道交通線為例,建立梯形軌道在凹形豎麯線上的疊閤樑模型,計算分析在溫度荷載、列車垂嚮荷載和製動力作用下,梯形軌道在凹形豎麯線上的力學特性以及釦件縱嚮阻力和緩遲墊剛度對軌道結構受力和變形的影響規律。計算錶明:由于凸擋檯的限位作用,軌道結構在豎麯線上較為穩定;釦件的縱嚮阻力對鋼軌的縱嚮位移影響較大,為限製鋼軌的縱嚮位移可適噹增加釦件的縱嚮阻力;凸擋檯緩遲墊剛度的提高能有效控製鋼軌的縱嚮位移,但會減小緩遲作用,故應閤理控製緩遲墊的剛度。
위료연구요형수곡선상제형궤도적은정성,이모성시궤도교통선위례,건립제형궤도재요형수곡선상적첩합량모형,계산분석재온도하재、열차수향하재화제동력작용하,제형궤도재요형수곡선상적역학특성이급구건종향조력화완충점강도대궤도결구수력화변형적영향규률。계산표명:유우철당태적한위작용,궤도결구재수곡선상교위은정;구건적종향조력대강궤적종향위이영향교대,위한제강궤적종향위이가괄당증가구건적종향조력;철당태완충점강도적제고능유효공제강궤적종향위이,단회감소완충작용,고응합리공제완충점적강도。
In order to analyze the stability of ladder track on the concave vertical curve, the paper refers to an urban rail transit to establish the folded beam model of ladder track on the concave vertical curve, analyze the dynamic characteristics of ladder track under temperature load and braking force and investigate the influencing laws of fastener longitudinal resistance and buffer stiffness to the force and deformation of track structure. The result shows that: due to the positive stop of the convex retaining platform, track structure on the concave vertical curve is stable. As the influence of fastener longitudinal resistance to the displacement of rail is very great, the longitudinal displacement of rail can be restricted by increasing the longitudinal resistance of the fastener as required. By increasing the stiffness of buffer, the longitudinal displacement of rail can be effectively decreased, but buffering effort may be reduced. Thus, the stiffness of buffer needs to be properly controlled.