铁道标准设计
鐵道標準設計
철도표준설계
RAILWAY STANDARD DESIGN
2014年
5期
12-14,20
,共4页
小号码道岔%密贴段刚度%最小势能原理%有限元
小號碼道岔%密貼段剛度%最小勢能原理%有限元
소호마도차%밀첩단강도%최소세능원리%유한원
small-sized turnout%stiffness of closure section%theory of minimum potential energy%finite element
为研究小号码道岔扳动力随密贴刚度的变化规律,解决小号码道岔扳动力偏大的问题,基于变分形式的最小势能原理,建立尖轨和心轨的转换有限元模型,研究了随钢轨密贴段刚度变化,尖轨和心轨扳动力的变化规律。结论:钢轨的密贴段刚度较小时,钢轨密贴段刚度对牵引扳动力的影响可以忽略不计,密贴段刚度达到104 N/m后,牵引点的扳动力随钢轨密贴段刚度的增大有一个较大幅度的增长,降低扳动力能够为小号码道岔使用小功率的转辙机提供基础条件。
為研究小號碼道岔扳動力隨密貼剛度的變化規律,解決小號碼道岔扳動力偏大的問題,基于變分形式的最小勢能原理,建立尖軌和心軌的轉換有限元模型,研究瞭隨鋼軌密貼段剛度變化,尖軌和心軌扳動力的變化規律。結論:鋼軌的密貼段剛度較小時,鋼軌密貼段剛度對牽引扳動力的影響可以忽略不計,密貼段剛度達到104 N/m後,牽引點的扳動力隨鋼軌密貼段剛度的增大有一箇較大幅度的增長,降低扳動力能夠為小號碼道岔使用小功率的轉轍機提供基礎條件。
위연구소호마도차반동력수밀첩강도적변화규률,해결소호마도차반동력편대적문제,기우변분형식적최소세능원리,건립첨궤화심궤적전환유한원모형,연구료수강궤밀첩단강도변화,첨궤화심궤반동력적변화규률。결론:강궤적밀첩단강도교소시,강궤밀첩단강도대견인반동력적영향가이홀략불계,밀첩단강도체도104 N/m후,견인점적반동력수강궤밀첩단강도적증대유일개교대폭도적증장,강저반동력능구위소호마도차사용소공솔적전철궤제공기출조건。
The aim of this study was to ascertain the change rule of switching force of small-sized turnout with the change of closure section's stiffness, so as to solve the problem of excessive switching force of small-sized turnout. Based on the theory of minimum potential energy, this study built the finite element models about switch rail's transition and frog rail's transition, and researched the change rules of the switching forces of switch rail and frog rail with the change of closure section's stiffness. Then this study came to the conclusion:when the closure section's stiffness was small, it had a negligible effect on the switching force of traction point;after the closure section's stiffness reached up to 104 N/m, there would be a considerable increase of the switching force of traction point with the increase of closure section's stiffness;reducing the switching force would lay a foundation for using small power switch machine in small-sized turnout.