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1566results about "Railway tracks" patented technology

U-shaped rail double-safety running and levitation driving energy-saving mechanism

The invention belongs to the field of rail traffic and relates to a U-shaped rail double-safety running and levitation driving energy-saving mechanism which is suitable for low-medium-speed maglev train double-safety running and levitation driving energy saving. The mechanism is composed of a U-shaped rail 1, a self-locking hydraulic traveling wheel mechanism 2, a connecting frame 3, a train body 4, an air spring 5, a bogie arm 6, a spindle 7, an aluminum sensing plate 8 and levitation magnets 9. By designing a U-shaped rail structure, production efficiency of the U-shaped rail is improved, roller consumption in hot rolling production is reduced, and production cost is lowered. By combining the U-shaped rail structure with the self-locking hydraulic traveling wheel mechanism, a maglev train is enabled to have a magnetic levitation and rubber wheel double-safety running mechanism, levitation-starting energy consumption of the maglev train is reduced remarkably, traction levitation energy consumption is reduced by 10-15%, and energy-saving effect is obvious. Running safety and accident emergency response capability are improved remarkably, and when a full-levitation system is in a failure, driven by a linear motor, a rubber wheel supporting train still can safely get to a target station.
Owner:莱芜美澳冶金科技有限公司

Straddle type single-track double-box rectangular steel-concrete composite track beam structure

The invention relates to the field of track beams, in particular to a straddle type single-track double-box rectangular steel-concrete composite track beam structure. The straddle type single-track double-box rectangular steel-concrete composite track beam structure comprises two steel-concrete track main beams parallel to each other; the two steel-concrete track main beams are connected through crossbeams below and a low plain longitudinal; each steel-concrete track main beam comprises a steel beam structure with a box-type cross section and a concrete cuboid structure with a rectangular cross section; each concrete cuboid structure is positioned above the corresponding steel beam structure and is connected with the steel beam structure through shear nails; the span of each steel-concrete track main beam is 30-80 meters; the cross beams are I beams and are in bolt connection with cross beam connecting plates of the steel-concrete track main beams; the low plain longitudinal is a diamond truss, and plain main rod piece parts are respectively connected with the steel-concrete track main beams and the cross beams. The straddle type single-track double-box rectangular steel-concrete composite track beam structure can be suitable for building double-line large-span track beams, and the double-line large-span track beams are large in span, high in transverse stiffness and high in transverse stress performance structurally.
Owner:CHINA RAILWAY ENG CONSULTING GRP CO LTD

Liquefied soil foundation quake-proof road-bridge transition section structure of ballastless track of high-speed railway

The invention discloses a liquefied soil foundation quake-proof road-bridge transition section structure of a ballastless track of a high-speed railway, and aims to improve the stability and the integrity of the roadbed at the transition section and meet the quake-proof design requirements of lines. The structure comprises a concrete bridge abutment (10) and a soil roadbed (20). A reinforced grading gravel transition section (30) is arranged between the concrete bridge abutment (10) and the soil roadbed (20), wherein the longitudinal section of the transition section is wedge-shaped and the transverse section of the transition section is right trapezoidal. Rows of reinforcing piles (50) are arranged in the liquefied soil foundation at intervals along the longitudinal and transverse directions under the transition section (30). The pile ends of the reinforcing piles (50) pass through the liquefied soil layer of the foundation and enter a non-liquefied soil layer. A cement grading gravel reinforced cushion layer (40) is paved between the foundation surface and the pile top of the reinforcing pile (50). A reinforced concrete lap plate (60) is arranged on the top surface of the reinforced grading gravel transition section (30). One end of the reinforced concrete lap plate (60) is simply supported or fixedly supported on the concrete bridge abutment (10), while the other end is placed on the soil roadbed (20).
Owner:SOUTHWEST JIAOTONG UNIV +1

Method for designing jointless track of long and large bridge girder longitudinal butt plate type ballastless track for high-speed railway

InactiveCN102789531AFully consider longitudinal resistanceFully consider lateral stiffnessRailway tracksBridge structural detailsEngineeringSlurry
The invention relates to a method for designing a jointless track of a long and large bridge girder longitudinal butt plate type ballastless track for a high-speed railway. According to the method provided by the invention, ANSYS software is utilized to establish a latitude vertical space coupling statics model of the jointless track of the long and large bridge girder longitudinal butt plate type ballastless track for the high-speed railway, and ABAQUS software is utilized to establish a space coupling kinetic model. According to the method, the compositions of systems such as a steel rail, a fastener, track plates, a slurry placement layer, bed plates, a sliding layer, a consolidation mechanism, high-strength extruded sheets and L-shaped side check blocks, and structures such as supporting layers on a subgrade soil body and a road foundation and the action of high-speed vehicles are taken into full consideration, and friction factors of sliding layers on different bridge or friction plates, the longitudinal resistance of the fastener, the temperature difference of the bridge girder, the temperature difference of a ballastless track structure, the elastic modulus of the slurry placement layer and the like are calculated, so that the stress and deformation of the track and the bridge girder are obtained. The method provided by the invention is suitable for the design and computational check of the jointless track of the long and large bridge girder longitudinal butt plate type ballastless track for the high-speed railway, and providing service for the design calculation as well as conservation and maintenance of the high-speed railway.
Owner:BEIJING JIAOTONG UNIV

Flexible turnout beam section for saddle type single track traffic track

The invention discloses a flexible turnout beam section for a saddle type single track traffic track. The flexible turnout beam section comprises a traveling support and a flexible beam body which deforms in a flexible manner along a horizontal direction. The traveling support comprises a traveling face and a flexible side supporting plate. The structure of the flexible turnout beam section is formed by a flexible turnout beam section which is flexibly deformed forcibly. Flexible deformation driven by external forces occurs when the flexible turnout beam section is jointed with the track which transfers. A guide face and a stable face of the flexible turnout beam section are in smooth transition, fold lines are eliminated, so that a light rail train can pass through. Compared with the conventional turnout beam structure, structure of the flexible turnout beam section for the saddle type single track traffic track is greatly simplified, manufacturing cost is lowered, manufacturing period is shortened, service life is longer, and use and maintenance costs are saved. Traveling comfort and safety of a light rail can be ensured and traveling noise of a vehicle is reduced, so that the flexible turnout beam section for the saddle type single track traffic track has a better environmental performance.
Owner:重庆川东船舶重工有限责任公司
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