According to running experience of high speed railway abroad, a full attention must be paid to some requirements of specification of rails for high speed railway, such as material mechanical properties, dimension tole...According to running experience of high speed railway abroad, a full attention must be paid to some requirements of specification of rails for high speed railway, such as material mechanical properties, dimension tolerances, straightness, surface flatness and so on. It is suggested that the long length rails should be laid in high speed railway, and the feasibility of producing, welding and transporting of long length rails should be researched. On the basis of technical innovation of domestic manufacturers, it is practicable to lay 50-100 m long\|length homemade rails in high speed railway of China. The following welding programme of rails for high speed railway can be adop\| ted: 50-100 m long length rails can be welded as 500 m long rail string through flash butt welding in plant, then in field the rail string can be welded through a mobile flash butt welding or thermit welding. As the specification of rails for high speed railway is rigorous, some related techniques to long length rails should be researched and practised as soon as possible, including mobile flash butt welding technique, transporting and reinforcing techniques of long length rails, etc..展开更多
研究目的:桥墩纵向刚度合理限值是铁路桥梁设计和轨道设计的关键参数,本文考虑桥上板式无砟轨道多层结构间的非线性相互作用关系,建立简支梁桥-无砟轨道-无缝线路空间耦合模型,分析桥墩纵向刚度对不同跨度简支梁桥上无砟轨道无缝线路纵...研究目的:桥墩纵向刚度合理限值是铁路桥梁设计和轨道设计的关键参数,本文考虑桥上板式无砟轨道多层结构间的非线性相互作用关系,建立简支梁桥-无砟轨道-无缝线路空间耦合模型,分析桥墩纵向刚度对不同跨度简支梁桥上无砟轨道无缝线路纵向力学特性的影响,提出不同跨度简支梁桥的桥墩纵向刚度合理限值。研究结论:(1)简支梁跨度L≤64 m时,桥墩纵向刚度的控制指标为梁轨相对位移值;跨度超过64 m后,钢轨强度成为桥墩纵向刚度的控制指标;(2)铺设常阻力扣件时,32 m、48 m、64 m、80 m和96 m简支梁桥墩纵向刚度限值分别为210 k N/cm、500 k N/cm、700 k N/cm、1500 k N/cm和2000 k N/cm;(3)综合考虑结构安全性和工程经济性,对于80 m和96 m简支梁桥,可通过全桥铺设小阻力扣件来大幅度降低桥墩纵向刚度;(4)本研究成果可用于指导无砟轨道简支梁桥的桥墩设计。展开更多
文摘According to running experience of high speed railway abroad, a full attention must be paid to some requirements of specification of rails for high speed railway, such as material mechanical properties, dimension tolerances, straightness, surface flatness and so on. It is suggested that the long length rails should be laid in high speed railway, and the feasibility of producing, welding and transporting of long length rails should be researched. On the basis of technical innovation of domestic manufacturers, it is practicable to lay 50-100 m long\|length homemade rails in high speed railway of China. The following welding programme of rails for high speed railway can be adop\| ted: 50-100 m long length rails can be welded as 500 m long rail string through flash butt welding in plant, then in field the rail string can be welded through a mobile flash butt welding or thermit welding. As the specification of rails for high speed railway is rigorous, some related techniques to long length rails should be researched and practised as soon as possible, including mobile flash butt welding technique, transporting and reinforcing techniques of long length rails, etc..
文摘研究目的:桥墩纵向刚度合理限值是铁路桥梁设计和轨道设计的关键参数,本文考虑桥上板式无砟轨道多层结构间的非线性相互作用关系,建立简支梁桥-无砟轨道-无缝线路空间耦合模型,分析桥墩纵向刚度对不同跨度简支梁桥上无砟轨道无缝线路纵向力学特性的影响,提出不同跨度简支梁桥的桥墩纵向刚度合理限值。研究结论:(1)简支梁跨度L≤64 m时,桥墩纵向刚度的控制指标为梁轨相对位移值;跨度超过64 m后,钢轨强度成为桥墩纵向刚度的控制指标;(2)铺设常阻力扣件时,32 m、48 m、64 m、80 m和96 m简支梁桥墩纵向刚度限值分别为210 k N/cm、500 k N/cm、700 k N/cm、1500 k N/cm和2000 k N/cm;(3)综合考虑结构安全性和工程经济性,对于80 m和96 m简支梁桥,可通过全桥铺设小阻力扣件来大幅度降低桥墩纵向刚度;(4)本研究成果可用于指导无砟轨道简支梁桥的桥墩设计。
