WO2020133934A1 - Railway car, car body thereof, and end underframe - Google Patents

Railway car, car body thereof, and end underframe Download PDF

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Publication number
WO2020133934A1
WO2020133934A1 PCT/CN2019/090803 CN2019090803W WO2020133934A1 WO 2020133934 A1 WO2020133934 A1 WO 2020133934A1 CN 2019090803 W CN2019090803 W CN 2019090803W WO 2020133934 A1 WO2020133934 A1 WO 2020133934A1
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WO
WIPO (PCT)
Prior art keywords
plate
welded
vertical
coupler
floor
Prior art date
Application number
PCT/CN2019/090803
Other languages
French (fr)
Chinese (zh)
Inventor
刘娟娟
郭斌
范乐天
李东波
张硕韶
刘海波
李影
梅文博
Original Assignee
中车唐山机车车辆有限公司
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Publication date
Application filed by 中车唐山机车车辆有限公司 filed Critical 中车唐山机车车辆有限公司
Publication of WO2020133934A1 publication Critical patent/WO2020133934A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F1/00Underframes
    • B61F1/08Details
    • B61F1/10End constructions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F1/00Underframes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F1/00Underframes
    • B61F1/02Underframes with a single central sill

Definitions

  • the present application relates to the technical field of rail vehicles, in particular, to a rail vehicle and its body and end underframe.
  • the body of a rail vehicle includes an underframe.
  • the underframe includes an end underframe and an intermediate underframe.
  • the end underframe includes end beams, side beams, traction beams, and bolster beams.
  • the side beam of the end chassis is a three-stage or multi-section tailor-welded structure. The process is poor. The straightness of the side beam after welding is poor, which is not conducive to the force transmission of the side beam. The force transmission effect of the side beam is thin. Therefore, related
  • the mid-end chassis of the technology generally adopts the middle force transmission structure. At the same time, at the junction of the end chassis and the middle chassis, a vertical transition is adopted between the side beams of the end chassis and the side chassis of the middle chassis, resulting in stress concentration easily occurring at the connection.
  • the technical staff found that the end frame in the related art cannot meet the requirements of anti-compression heavy load (for example, a compression load of 3560KN).
  • the embodiments of the present application provide a rail vehicle, a car body, and an end underframe.
  • the end underframe can meet the requirements of resistance through the addition of a force transmission beam, an integrally formed side beam member, and a variable cross-sectional structure at the end of the side beam. Compression and heavy load requirements.
  • an end underframe which includes a front end beam, a rear end beam, two side beams, a bolster beam and a traction beam;
  • a force transmission beam corresponding to the position of the traction beam is welded between the rear beams;
  • the side beam includes a U-shaped channel steel with an opening facing the traction beam and a sealing plate welded to the opening.
  • the U-shaped channel steel and the sealing plate are both integrally formed structures;
  • the side beam is provided with a variable cross-sectional structure at an end facing away from the traction beam, and along the direction from the front end beam toward the rear end beam, the variable cross-sectional structure is used to gradually increase the cross-sectional area of the side beam Become smaller.
  • a stainless steel cover plate welded to the top and bottom of the force transmission beam is further included to form the box structure between the force transmission beam and the stainless steel cover plate.
  • a floor beam is welded between the side beam and the traction beam, and between the side beam and the force transmission beam, and the floor beam is away from the floor
  • a stainless steel floor is welded to one side of the traction beam;
  • a floor longitudinal beam is welded to a surface of the stainless steel floor facing the traction beam, and the floor longitudinal beam is used to increase the rigidity of the stainless steel floor.
  • an elliptical weight-reducing hole is provided on the floor beam; the floor longitudinal beam is welded to the stainless steel floor by spot welding.
  • the thickness of the stainless steel floor is 2 mm to 3 mm.
  • the edge of the stainless steel floor and the side beam, the traction beam, the bolster beam, the front end beam, the rear end beam, and the force transmission beam are both Connected by full welding process.
  • the traction beam includes a bottom plate, a cover plate, a first vertical plate, a second vertical plate, a coupler panel, a horizontal support plate, and a vertical support plate; wherein:
  • the cover plate and the bottom plate are oppositely arranged in the vertical direction;
  • the first vertical plate and the second vertical plate are oppositely arranged, and are both welded between the bottom plate and the cover plate;
  • the coupler panel is arranged in a vertical direction, one side surface is used to install a coupler, and the other side surface is used to install a horizontal support plate, the coupler panel and the bottom plate, the cover plate, the first upright plate Are welded to the second vertical plate, and an installation space is formed on the side of the coupler panel where the coupler is installed, and a cavity is formed on the other side of the coupler panel facing away from the coupler;
  • the horizontal support plate is located in the cavity, and is welded to the coupler panel, the first vertical plate, and the second vertical plate;
  • the vertical support plate is located in the cavity, and is welded to the cover plate, the first vertical plate, and the second vertical plate.
  • the length of the horizontal support plate gradually decreases from the cover plate toward the bottom plate.
  • At least two vertical support plates are provided, and at least two vertical support plates are arranged in parallel.
  • the horizontal support plate is provided with a first weight reduction hole; the vertical support plate is provided with a second weight reduction hole; and the bottom plate is provided with a third weight reduction hole.
  • a plurality of first reinforcing ribs are welded on a surface of the first vertical plate facing away from the second vertical plate, and the top of the first reinforcing ribs is welded to the cover plate Connected, and the bottom is welded to the bottom plate;
  • a plurality of second reinforcing ribs are welded on the surface of the second vertical plate facing away from the first vertical plate, the top of the second reinforcing rib is welded to the cover plate, and the bottom is welded to the bottom plate connection.
  • an anti-jumping frame body is provided on both the first vertical plate and the second vertical plate in the installation space, and the anti-jumping frame body is used to prevent the coupler Jump in the vertical direction.
  • a plurality of reinforcing plates are provided in the side beam cavity formed by the U-shaped channel steel and the sealing plate, and the U-shaped channel steel, the sealing plate, and the reinforcing The plates are made of carbon steel plates.
  • a vehicle body which includes any end chassis as provided in the above technical solution.
  • a rail vehicle includes the vehicle body provided by the above technical solution.
  • the rail vehicle provided in the embodiments of the present application and its body and end chassis are adopted.
  • the end chassis is welded with a force transmission beam corresponding to the position of the traction beam between the bolster beam and the rear beam.
  • the force transmission beam can be used to
  • the load received by the traction beam and bolster beam is transferred to the middle chassis;
  • the U-shaped channel steel and the sealing plate of the side beam are all made of an integrated molding structure, and a variable cross-section structure is provided at one end of the side beam, so that the structural strength and the side beam itself High stiffness, able to bear and transmit heavy loads, so that the heavy loads on the traction beam and bolster beam can be transmitted through the force transmission beam and the side beam at the same time, which can distribute the compressive stress, and through the variable cross-sectional structure of the side beam and the middle chassis
  • the connection of the side beams can make a gradual transition, avoid stress concentration, good force transmission effect, and can also reduce the welding workload during the assembly process, which is helpful to ensure the straightness of
  • FIG. 1 is a three-dimensional structural schematic diagram of an end chassis provided by an embodiment of the present application.
  • FIG. 2 is a schematic diagram of the A-direction structure of the end chassis provided in FIG. 1;
  • FIG. 3 is a schematic cross-sectional view taken along line B-B of the traction beam of the end chassis provided in FIG. 1;
  • FIG. 4 is a schematic cross-sectional view taken along line C-C of the floor beam of the end chassis provided in FIG. 2;
  • FIG. 5 is a schematic cross-sectional view taken along line D-D of the floor longitudinal beam of the end chassis provided in FIG. 2;
  • FIG. 6 is a three-dimensional structural schematic diagram of the side beam of the end chassis provided in FIG. 1;
  • FIG. 7 is a schematic diagram of the E-E sectional structure of the side beam provided in FIG. 6;
  • FIG. 8 is a schematic view of the F-direction structure of the side beam provided in FIG. 6 after removing the sealing plate;
  • FIG. 9 is a schematic cross-sectional view taken along the line G-G of the side beam provided in FIG. 8;
  • FIG. 10 is a schematic diagram of the H-H sectional structure of the side beam provided in FIG. 8;
  • FIG. 11 is a schematic cross-sectional view taken along the line I-I of the side beam provided in FIG. 8;
  • FIG. 12 is a schematic view of the J-J cross-sectional structure of the side beam provided in FIG. 8.
  • an embodiment of the present application provides a rail vehicle, a vehicle body, and an end underframe.
  • the end underframe is provided with an additional force transmission beam, an integrally formed side beam member, and a variable cross-sectional structure at the end of the side beam. , Can meet the requirements of anti-compression and heavy load.
  • an embodiment of the present application provides an end underframe 1, as shown in the structure of FIGS. 1 and 2, the end underframe 1 includes a front end beam 11, a rear end beam 12, two side beams 13, a sleeper beam 14, and a traction beam 15;
  • Welding connection between the bolster beam 14 and the rear beam 12 is a force transmission beam 16 corresponding to the position of the traction beam 15;
  • the front beam 11, the rear beam 12 and the two side beams 13 are welded to form a rectangular frame structure;
  • the beam 14 is welded to the middle area of the two side beams 13;
  • the traction beam 15 is welded to the side of the bolster beam 14 facing the front beam 11 and the front beam 11;
  • the traction beam 15 is welded to the two sides of the bolster beam 14
  • the side beam 13 includes a U-shaped channel steel 131 whose opening faces the traction beam 15 and a sealing plate 132 welded to the opening.
  • the U-shaped channel steel 131 and the sealing plate 132 are an integrally formed structure; as shown in FIGS. 1, 6 and 7
  • the side beam 13 includes a U-shaped channel steel 131 whose opening faces the traction beam, and a sealing plate 132 is welded at the opening of the U-shaped channel steel, so that the cross section of the side beam 13 forms a rectangular structure to improve the side beam 13 Structural strength and stiffness, thereby improving the carrying capacity of the side beam 13;
  • the U-shaped channel steel 131 and the sealing plate 132 constituting the side beam 13 are all formed in an integrated structure, that is, the U-shaped channel steel 131 and the sealing plate 132 are integral
  • the structure does not require welding connection, which not only reduces the welding workload, but also helps to improve the straightness of the side beam 13 and other parameters;
  • the side beam 13 is provided with a variable-section structure 133 at an end facing away from the traction beam 15, and the variable-section structure 133 is used to gradually reduce the cross-sectional area of the side beam 13 in a direction from the front end beam 11 toward the rear end beam 12.
  • a variable cross-sectional structure 133 is provided at the end of the side beam 13 near the rear beam 12, that is, from the front beam 11 toward the rear beam 12, the side beam 13
  • the cross-sectional area of the part is gradually reduced, so that when the end chassis 1 is connected to the middle chassis, the side beam 13 and the side chassis side beam form a gradually transitional connection structure.
  • the vehicle can be reduced in The stress concentration between the side beam 13 and the underframe side beam during the compression mode.
  • the above end frame 1 is welded between the bolster beam 14 and the rear end beam 12 with a force transmission beam 16 corresponding to the position of the traction beam 15.
  • the force transmission beam 16 is opposite to the position of the center frame bottom beam of the middle chassis.
  • the beam 16 can transfer the load received by the traction beam 15 to the middle chassis; the U-shaped channel steel 131 and the sealing plate 132 of the side beam 13 are all formed in an integrated structure, and a variable cross-sectional structure 133 is provided at one end of the side beam 13 so that The structural strength and rigidity of the side beam 13 are improved, and can withstand and transmit heavy loads, so that the heavy loads received by the traction beam 15 and the bolster beam 14 can be simultaneously transmitted through the force transmission beam 16 and the side beam 13, and can disperse the traction beam 15 to bear Compressive stress, and through the variable cross-sectional structure 133 of the side beam 13 connected to the middle chassis side beam 13, can gradually transition, to avoid stress concentration, good force transmission effect, but also reduce the welding workload in the assembly process, help
  • the above-mentioned bottom chassis 1 further includes a stainless steel cover plate 17 welded to the top and bottom of the force transmission beam 16 for making the force transmission beam 16 and stainless steel
  • the cover plate 17 forms a box-shaped structure.
  • the stainless steel cover plate 17 Since the stainless steel cover plate 17 is welded on the top and bottom of the transmission beam 16, the transmission beam 16 and the stainless steel cover plate 17 form a box structure. Therefore, the stainless steel cover plate 17 can further enhance the structural strength of the transmission beam 16 and The stiffness, thereby improving the structural strength and rigidity of the end chassis 1, enables the end chassis 1 to bear higher compressive stress.
  • a floor beam 18 is welded between the side beam 13 and the traction beam 15 and between the side beam 13 and the force transmission beam 16, and the floor beam 18 is away from the traction
  • a stainless steel floor 19 is welded to one side of the beam 15;
  • a floor longitudinal beam 20 is welded to the surface of the stainless steel floor 19 facing the traction beam 15, and the floor longitudinal beam 20 is used to increase the rigidity of the stainless steel floor 19.
  • a plurality of floor beams 18 are welded and connected between the side beam 13 and the traction beam 15, and a plurality of floor beams 18 and floor beams are also welded and connected between the side beam 13 and the transmission beam 16 18 is used to fixedly install and support the stainless steel floor 19, and a plurality of floor longitudinal beams 20 are welded and connected to the stainless steel floor 19, and the floor longitudinal beams 20 are used to improve the structural strength and rigidity of the stainless steel floor 19;
  • the cross-sectional shape of the floor beam 18 can be The U-shaped beam shown in the structure in FIG. 4 may also be the hat shape shown in the structure in FIG. 5; the cross-sectional shape of the floor stringer 20 may be the hat shape shown in the structure in FIG.
  • the thickness of the stainless steel floor 19 may be 2 mm to 3 mm, such as: 2 mm, 2.2 mm, 2.3 mm, 2.5 mm, 2.7 mm, 2.8 mm, and 3 mm.
  • the above-mentioned end frame 1 is connected to the floor beam 18 between the side beam 13 and the traction beam 15 and the force transmission beam 16 by welding to facilitate the installation of the stainless steel floor 19, and the floor beam 18 and the stainless steel floor 19 are also conducive to further improve the end frame Structural strength and rigidity of 1.
  • the floor stringer 20 connected to the side of the stainless steel floor 19 by welding can increase the strength and rigidity of the stainless steel floor 19.
  • a plurality of elliptical weight-reducing holes 181 are provided on the floor beam 18.
  • the elliptical weight-reducing holes 181 can reduce the weight of the floor beam 18, thereby reducing the weight of the end chassis 1.
  • the floor stringer 20 is spot welded to one side surface of the stainless steel floor 19.
  • the edges of the stainless steel floor 19 are separated from the side beam 13, the traction beam 15, the bolster beam 14, the front beam 11, the rear beam 12, and The force transmission beams 16 are connected by a full welding process.
  • the stainless steel floor 19 is welded to the side beam 13, the traction beam 15, the bolster beam 14, the front end beam 11, the rear end beam 12 and the force transmission beam 16 by means of full welding, so as to connect the top of the end chassis 1 through the stainless steel floor 19 Isolate and seal from the bottom.
  • a plurality of reinforcing plates 134 are provided in the side beam cavity formed by the U-shaped channel steel 131 and the sealing plate 132, and the U-shaped channel steel 131
  • the sealing plate 132 and the reinforcing plate 134 are made of carbon steel plate.
  • a plurality of reinforcement plates 134 for improving the strength and rigidity of the side beam 13 are provided inside the side beam 13.
  • the reinforcement plate 134 may include a plurality of first reinforcement plates 1341 arranged in parallel A second reinforcing plate 1342, a third reinforcing plate 1343, and a fourth reinforcing plate 1344; as shown in the structure of FIG.
  • the three sides of the first reinforcing plate 1341 are welded to the U-shaped channel steel 131, and the other side Welding connection with the sealing plate 132 is used to ensure the outer contour of the side beam 13 and prevent welding deformation; as shown in the structure of FIG. 9, the three sides of the second reinforcing plate 1342 are also welded to the U-shaped channel steel 131, and another A notched side is welded to the sealing plate 132, and the notch provided on the second reinforcing plate 1342 is used to prevent stress concentration during the welding process; as shown in the structure of FIG.
  • the third reinforcing plate 1343 is along the side beam 13
  • the longitudinal extension of the main is mainly used to strengthen the structural strength and rigidity of the variable cross-sectional structure 133 of the side beam 13; as shown in the structure of FIG. 12, the fourth reinforcing plate 1344 is provided at the end of the side beam 13 to improve the side beam 13 Structural strength and stiffness at the end.
  • the reinforcing plate 134 disposed inside the side beam 13 can further improve the structural strength and rigidity of the side beam 13, while preventing welding deformation of the side beam 13, and can also improve the compression bearing capacity of the end chassis 1 under compression conditions .
  • the above end frame 1 includes a traction beam 15, which is used in rail vehicles to connect the coupler to the chassis of the vehicle body
  • the traction beam 15 includes a bottom plate 151, a cover plate 152, a first vertical plate 153, a second vertical plate 154, a coupler panel 155, a horizontal support plate 156 and a vertical support plate 157; a bottom plate 151, a cover plate 152, a first
  • the vertical plate 153, the second vertical plate 154, the coupler panel 155, the horizontal support plate 156 and the vertical support plate 157 are all made of steel plates; among them:
  • the cover plate 152 and the bottom plate 151 are oppositely arranged in the vertical direction; as shown in the structure of FIG. 3, the cover plate 152 is provided on the top of the traction beam 15, the cover plate 152 is welded to the front beam 11, and the bottom plate 151 is provided on the bottom of the traction beam 15 , The cover plate 152 and the bottom plate 151 are oppositely arranged;
  • the first vertical plate 153 and the second vertical plate 154 are oppositely arranged, and are both welded between the bottom plate 151 and the cover plate 152; as shown in the structure of FIG. 3, the first vertical plate 153 is located on the left side and the second vertical plate 154 is located On the right side, the first vertical plate 153 and the second vertical plate 154 are oppositely arranged, and are all welded between the cover plate 152 and the bottom plate 151; the bottom plate 151, the cover plate 152, the first vertical plate 153, and the second vertical plate 154 are formed by welding Rectangular cylinder structure to improve the structural strength of the traction beam 15;
  • the coupler panel 155 is arranged in a vertical direction, one side surface is used to install the coupler, and the other side surface is used to install the horizontal support plate 156, the coupler panel 155 and the bottom plate 151, the cover plate 152, the first The vertical plate 153 and the second vertical plate 154 are all welded together, and a mounting space is formed on the side of the coupler panel 155 where the coupler is installed, and a cavity is formed on the other side of the coupler panel 155 facing away from the coupler; the tail of the coupler is fixed by the coupler panel 155 In order to fix and limit the coupler through the coupler panel 155, load the force of the coupler in the front and back directions, and further increase the load-bearing pressure on the traction beam by welding the horizontal support plate 156 on the other side of the coupler panel 155;
  • the horizontal support plate 156 is located in the cavity and is welded to the coupler panel 155, the first vertical plate 153, and the second vertical plate 154; the horizontal support plate 156 may be provided with at least two, such as two, three, or more, It is also possible to provide only one; when two or more horizontal support plates 156 are provided, at least two horizontal support plates 156 are arranged in parallel. As shown in the structure of FIG.
  • the traction beam 15 is provided with three horizontal support plates 156 that are all parallel to the horizontal plane, such as: a first horizontal support plate 1561, a second horizontal support plate 1562, and a third horizontal support plate 1563;
  • a horizontal support plate 156 can strengthen the structural strength and rigidity of the coupler panel 155, thereby increasing the overall structural strength and rigidity of the traction beam 15;
  • the vertical support plate 157 is located in the cavity, and is welded to the cover plate 152, the first vertical plate 153, and the second vertical plate 154.
  • two vertical support plates 157 are provided in the cavity formed by the coupler panel 155, the bottom plate 151, the cover plate 152, the first vertical plate 153, and the second vertical plate 154, such as:
  • a vertical support plate 1571 and a second vertical support plate 1572, the first vertical support plate 1571 and the second vertical support plate 1572 are welded to the cover plate 152, the first vertical plate 153 and the second vertical plate 154,
  • the vertical support plate 157 may be provided with one, two or more, when at least two vertical support plates 157 are provided, at least The two vertical support plates 157 are disposed in parallel, and the vertical support plate 157 is disposed on the side of the cover plate 152 away from the coupler panel 155.
  • the bottom plate 151, the cover plate 152, the first vertical plate 153 and the second vertical plate 154 of the above-mentioned traction beam 15 are welded to form a rectangular cylinder structure.
  • the coupler panel 155 is disposed in the cylinder body.
  • the cover plate 152, the first vertical plate 153 and the second vertical plate 154 are welded to form a space for installing the coupler on the side of the coupler panel 155, and a cavity is formed on the side of the coupler panel 155 facing away from the coupler to make the traction beam 15
  • a box structure is formed on the rear side of the coupler panel 155, and horizontal support plates 156 and vertical support plates 157 are welded in the cavity, and are welded together with the coupler panel 155, the first vertical plate 153, and the second vertical plate 154
  • the horizontal support plate 156 can enhance the structural strength and rigidity of the traction beam 15, and can improve the compressive resistance of the traction beam in the horizontal direction, by welding together with the cover plate 152, the first vertical plate 153, and the second vertical plate 154
  • the straight support plate 157 can further enhance the structural strength and rigidity of the traction beam 15 and can improve the compression resistance of the traction beam 15 in the vertical direction. Therefore, the structural strength and rigidity of the traction beam 15
  • the length of the horizontal support plate 156 gradually changes from the cover plate 152 toward the bottom plate 151.
  • the cavity of the traction beam 15 is provided with three horizontal support plates 156, namely a first horizontal support plate 1561, a second horizontal support plate 1562, and a third horizontal support plate 1563, and along the secondary cover plate 152
  • the length of the three horizontal support plates 156 gradually becomes smaller; in the actual design process, the length of the three horizontal support plates 156 can be adjusted according to the specific space of the cavity (eg, height, width, and length)
  • the arrangement that is, in the direction from the cover plate 152 toward the bottom plate 151, the lengths of the three horizontal support plates 156 may be gradually reduced, or the same length may be adopted, or may be gradually increased.
  • the structural strength and rigidity of the coupler panel 155 can be strengthened, and the force of the coupler acting on the coupler panel 155 can be passed through the horizontal support panel 156
  • the additional horizontal support plate 156 can further improve the structural strength and rigidity of the traction beam 15, so that the coupling force can be quickly dispersed and transmitted, to avoid stress concentration, The compression resistance of the traction beam 15 and the end chassis 1 is improved.
  • a first weight reduction hole 1564 is provided on the horizontal support plate 156, as shown in the structure of FIG. 3, in The first horizontal support plate 1561 is provided with three first weight reduction holes 1564, the second horizontal support plate 1562 is provided with two first weight reduction holes 1564, and the third horizontal support plate 1563 is provided with a first weight reduction hole The weight hole 1564; the vertical support plate 157 is provided with a second weight reduction hole 1573, the first vertical support plate 1571 is provided with a second weight reduction hole 1573, and the second vertical support plate 1572 is also provided with a first Two weight reduction holes 1573; as shown in the structure of FIG. 3, a plurality of third weight reduction holes 1511 are provided on the bottom plate 151.
  • the weight-reducing hole reduces the weight of the traction beam 15 while saving materials and reducing costs, thereby reducing the weight of the entire rail vehicle.
  • the surface of the first vertical plate 153 facing away from the second vertical plate 154 is welded A first reinforcement rib, the top of the first reinforcement rib is welded to the cover plate 152, and the bottom is welded to the bottom plate 151; on the surface of the first vertical plate 153 close to the coupler panel 155 facing away from the second vertical plate 154 Multiple parallel first reinforcement ribs, the first reinforcement ribs are plate-like structures;
  • a plurality of second reinforcing ribs 1541 are welded on the surface of the second vertical plate 154 facing away from the first vertical plate 153, the top of the second reinforcing plate 1541 is welded to the cover plate 152, and the bottom is welded to the bottom plate 151.
  • a plurality of parallel second reinforcement ribs 1541 are welded on the surface of the second vertical plate 154 close to the coupler panel 155 facing away from the first vertical plate 153, the second reinforcement The rib 1541 is a plate-like structure.
  • the first vertical plate 153 and the second vertical plate can be separated by a plurality of first reinforcing ribs provided on one surface of the first vertical plate 153 and a plurality of second reinforcing ribs 1541 provided on the surface of the second vertical plate 154.
  • the traction beam 15 is fixed to the bottom plate 151 and the cover plate 152 respectively, which makes the connection structure between the first vertical plate 153, the second vertical plate 154, the bottom plate 151 and the cover plate 152 more reliable and stable, and further improves the structural strength and rigidity of the traction beam 15
  • the structural strength and rigidity near the coupler panel 155 can be improved, the compression resistance of the coupler panel 155 can be improved, and thus the traction beam 15 can be improved. Reliability and security.
  • an anti-jumping frame body 158 is provided on both the first vertical plate 153 and the second vertical plate 154 in the installation space. Prevent the coupler from jumping in the vertical direction.
  • the anti-jump frame 158 may include a plurality of plate-shaped structural members welded and connected to the first vertical plate 153 and the second vertical plate 154, and the plurality of plate-shaped structural elements are fixedly connected and formed in The shape of the top of the coupler is adapted to limit the coupler in the vertical direction.
  • FIG. 3 refer to FIG. 3 for the specific structure of the anti-jumping framework 158.
  • the specific structure of the anti-jumping frame 158 is not specifically limited here, as long as it can limit the coupler in the vertical direction, and the specific structure can also be set according to the specific shape and parameters of the coupler.
  • the anti-jumping frame body 158 limits the coupler in the vertical direction, restricts the freedom of movement of the coupler in the vertical direction, and realizes the coupler and the traction beam 15 fixed connection, even when the coupler receives a large compressive force, the jumper frame 158 can prevent the coupler from jumping in the vertical direction, and can also prevent the coupler from pulling on the traction by limiting the vertical jump of the coupler The destruction of the beam 15 further improves the safety and reliability of the traction beam 15.
  • a mounting hole for mounting a coupler bracket is provided on the bottom of the bottom plate 151. Since the bottom of the bottom plate 151 is provided with a mounting hole for installing the coupler bracket, when installing the coupler, the coupler bracket can be conveniently installed on the bottom plate 151 through the mounting hole, which is beneficial to improve the efficiency of the coupler bracket installation and Convenience.
  • the first vertical seat plate 153 and the second vertical plate 154 in the installation space of the traction beam 15 are also provided with front slave seat plates 159 for installing couplers, and the front slave seat plates 159 are symmetrically arranged There are two, one of which is provided on the first vertical plate 153 and the other is provided on the second vertical plate 154.
  • An embodiment of the present application provides a vehicle body, and the vehicle body includes any end chassis 1 as provided in the foregoing embodiment.
  • An embodiment of the present application provides a rail vehicle, which includes the vehicle body provided in the foregoing embodiment.

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Abstract

An end underframe (1) comprises a front end beam (11), a back end beam (12), two side sills (13), a bolster (14), and a draft sill (15). A force transmission beam (16) positioned corresponding to the draft sill (15) is welded between the bolster (14) and the back end beam (12). The side sills (13) each comprises a U-shaped steel channel (131) having an opening facing the draft sill (15), and a sealing plate (132) welded to the opening. Both of the U-shaped steel channel (131) and the sealing plate (132) are integrally formed structures. A variable cross-section structure is provided at an end portion of each side sill (13) facing away from the draft sill (15), and is used to gradually reduce a cross-sectional area of the side sill in a direction from the front end beam (11) to the back end beam (12). Further provided are a car body and a railway car. The end underframe is additionally provided with the force transmission beam, the integrally formed side sill, and the variable cross-section structure of the end portion of the side sill, thereby meeting the requirements of compression resistance and heavy-load resistance.

Description

一种轨道车辆及其车体和端底架Rail vehicle and its car body and end underframe 技术领域Technical field
本申请涉及轨道车辆技术领域,具体地,涉及一种轨道车辆及其车体和端底架。The present application relates to the technical field of rail vehicles, in particular, to a rail vehicle and its body and end underframe.
背景技术Background technique
轨道车辆的车体包括底架,底架包括端底架和中间底架,端底架包括端梁、边梁、牵引梁和枕梁等。相关技术中端底架的边梁为三段或多段拼焊结构,工艺性差,焊接后边梁的平直度较差,不利于边梁的传力,边梁的传力效果微薄,因此,相关技术中端底架一般采用中部传力结构。同时,在端底架与中间底架的连接处,端底架的边梁与中间底架的边梁之间采用垂直过渡,导致连接处容易产生应力集中。技术人员发现,相关技术中端底架不能满足抗压缩重承载(例如压缩载荷为3560KN)要求的问题。The body of a rail vehicle includes an underframe. The underframe includes an end underframe and an intermediate underframe. The end underframe includes end beams, side beams, traction beams, and bolster beams. In the related art, the side beam of the end chassis is a three-stage or multi-section tailor-welded structure. The process is poor. The straightness of the side beam after welding is poor, which is not conducive to the force transmission of the side beam. The force transmission effect of the side beam is thin. Therefore, related The mid-end chassis of the technology generally adopts the middle force transmission structure. At the same time, at the junction of the end chassis and the middle chassis, a vertical transition is adopted between the side beams of the end chassis and the side chassis of the middle chassis, resulting in stress concentration easily occurring at the connection. The technical staff found that the end frame in the related art cannot meet the requirements of anti-compression heavy load (for example, a compression load of 3560KN).
发明内容Summary of the invention
本申请实施例中提供了一种轨道车辆及其车体和端底架,该端底架通过增设的传力梁、一体成型的边梁构件以及边梁端部的变截面结构,能够满足抗压缩重承载的要求。The embodiments of the present application provide a rail vehicle, a car body, and an end underframe. The end underframe can meet the requirements of resistance through the addition of a force transmission beam, an integrally formed side beam member, and a variable cross-sectional structure at the end of the side beam. Compression and heavy load requirements.
根据本申请实施例的第一个方面,提供了一种端底架,该端底架包括前端梁、后端梁、两个边梁、枕梁以及牵引梁;在所述枕梁和所述后端梁之间焊接连接有与所述牵引梁位置对应的传力梁;According to the first aspect of the embodiments of the present application, there is provided an end underframe, which includes a front end beam, a rear end beam, two side beams, a bolster beam and a traction beam; A force transmission beam corresponding to the position of the traction beam is welded between the rear beams;
所述边梁包括开口朝向所述牵引梁的U型槽钢以及焊接连接于所述开口的封板,所述U型槽钢和所述封板均为一体成型结构;The side beam includes a U-shaped channel steel with an opening facing the traction beam and a sealing plate welded to the opening. The U-shaped channel steel and the sealing plate are both integrally formed structures;
所述边梁在背离所述牵引梁的一端设置变截面结构,且沿从所述前端梁朝向所述后端梁的方向,所述变截面结构用于使所述边梁的横截面面积逐渐变小。The side beam is provided with a variable cross-sectional structure at an end facing away from the traction beam, and along the direction from the front end beam toward the rear end beam, the variable cross-sectional structure is used to gradually increase the cross-sectional area of the side beam Become smaller.
在一些可选的实现方式中,还包括焊接连接于所述传力梁顶部和底部的不锈钢盖板,用于使所述传力梁与所述不锈钢盖板形成箱型结构。In some optional implementation manners, a stainless steel cover plate welded to the top and bottom of the force transmission beam is further included to form the box structure between the force transmission beam and the stainless steel cover plate.
在一些可选的实现方式中,在所述边梁和所述牵引梁之间、以及在所述边梁与所述传力梁之间均焊接连接有地板横梁,在所述地板横梁背离所述牵引梁的一侧焊接有不锈钢地板;在所述不锈钢地板朝向所述牵引梁的一侧表面焊接有地板纵梁,所述地板纵梁用于提高所述不锈钢地板的刚度。In some optional implementations, a floor beam is welded between the side beam and the traction beam, and between the side beam and the force transmission beam, and the floor beam is away from the floor A stainless steel floor is welded to one side of the traction beam; a floor longitudinal beam is welded to a surface of the stainless steel floor facing the traction beam, and the floor longitudinal beam is used to increase the rigidity of the stainless steel floor.
在一些可选的实现方式中,所述地板横梁上设置有椭圆形减重孔;所述地板纵梁采用点焊焊接于所述不锈钢地板。In some optional implementation manners, an elliptical weight-reducing hole is provided on the floor beam; the floor longitudinal beam is welded to the stainless steel floor by spot welding.
在一些可选的实现方式中,所述不锈钢地板的厚度为2mm~3mm。In some optional implementation manners, the thickness of the stainless steel floor is 2 mm to 3 mm.
在一些可选的实现方式中,所述不锈钢地板的边缘与所述边梁、所述牵引梁、所述枕梁、所述前端梁、所述后端梁以及所述传力梁之间均通过满焊工艺进行连接。In some optional implementations, the edge of the stainless steel floor and the side beam, the traction beam, the bolster beam, the front end beam, the rear end beam, and the force transmission beam are both Connected by full welding process.
在一些可选的实现方式中,所述牵引梁包括底板、盖板、第一立板、第二立板、车钩面板、水平支撑板以及竖直支撑板;其中:In some optional implementations, the traction beam includes a bottom plate, a cover plate, a first vertical plate, a second vertical plate, a coupler panel, a horizontal support plate, and a vertical support plate; wherein:
所述盖板与所述底板沿竖直方向相对设置;The cover plate and the bottom plate are oppositely arranged in the vertical direction;
所述第一立板和所述第二立板相对设置、且均焊接连接于所述底板和盖板之间;The first vertical plate and the second vertical plate are oppositely arranged, and are both welded between the bottom plate and the cover plate;
所述车钩面板沿竖直方向设置,一侧表面用于安装车钩、且另一侧表面用于安装水平支撑板,所述车钩面板与所述底板、所述盖板、所述第一立板和所述第二立板均焊接连接,并在所述车钩面板安装所述车钩的一侧形成安装空间、且在所述车钩面板背离所述车钩的另一侧形成腔体;The coupler panel is arranged in a vertical direction, one side surface is used to install a coupler, and the other side surface is used to install a horizontal support plate, the coupler panel and the bottom plate, the cover plate, the first upright plate Are welded to the second vertical plate, and an installation space is formed on the side of the coupler panel where the coupler is installed, and a cavity is formed on the other side of the coupler panel facing away from the coupler;
所述水平支撑板位于所述腔体内,并与所述车钩面板、所述第一立板以及所述第二立板焊接连接;The horizontal support plate is located in the cavity, and is welded to the coupler panel, the first vertical plate, and the second vertical plate;
所述竖直支撑板位于所述腔体内,并与所述盖板、所述第一立板以及所述第二立板焊接连接。The vertical support plate is located in the cavity, and is welded to the cover plate, the first vertical plate, and the second vertical plate.
在一些可选的实现方式中,所述水平支撑板设置有至少两个,至少两个所 述水平支撑板之间平行设置;In some optional implementation manners, there are at least two horizontal support plates, and at least two horizontal support plates are arranged in parallel;
从所述盖板朝向所述底板的方向,所述水平支撑板的长度逐渐变小。The length of the horizontal support plate gradually decreases from the cover plate toward the bottom plate.
在一些可选的实现方式中,所述竖直支撑板设置有至少两个,至少两个所述竖直支撑板之间平行设置。In some optional implementation manners, at least two vertical support plates are provided, and at least two vertical support plates are arranged in parallel.
在一些可选的实现方式中,所述水平支撑板设置有第一减重孔;所述竖直支撑板设置有第二减重孔;所述底板设置有第三减重孔。In some optional implementation manners, the horizontal support plate is provided with a first weight reduction hole; the vertical support plate is provided with a second weight reduction hole; and the bottom plate is provided with a third weight reduction hole.
在一些可选的实现方式中,在所述第一立板背离所述第二立板的一侧表面焊接有多个第一加强筋,所述第一加强筋的顶部与所述盖板焊接连接、且底部与所述底板焊接连接;In some optional implementation manners, a plurality of first reinforcing ribs are welded on a surface of the first vertical plate facing away from the second vertical plate, and the top of the first reinforcing ribs is welded to the cover plate Connected, and the bottom is welded to the bottom plate;
在所述第二立板背离所述第一立板的一侧表面焊接有多个第二加强筋,所述第二加强筋的顶部与所述盖板焊接连接、且底部与所述底板焊接连接。A plurality of second reinforcing ribs are welded on the surface of the second vertical plate facing away from the first vertical plate, the top of the second reinforcing rib is welded to the cover plate, and the bottom is welded to the bottom plate connection.
在一些可选的实现方式中,在所述安装空间内的所述第一立板和所述第二立板上均设置有防跳构架体,所述防跳构架体用于防止所述车钩沿竖直方向跳动。In some optional implementation manners, an anti-jumping frame body is provided on both the first vertical plate and the second vertical plate in the installation space, and the anti-jumping frame body is used to prevent the coupler Jump in the vertical direction.
在一些可选的实现方式中,在所述U型槽钢和所述封板形成的边梁腔体内设置有多个加强板,且所述U型槽钢、所述封板和所述加强板均采用碳钢板制成。In some optional implementations, a plurality of reinforcing plates are provided in the side beam cavity formed by the U-shaped channel steel and the sealing plate, and the U-shaped channel steel, the sealing plate, and the reinforcing The plates are made of carbon steel plates.
根据本申请实施例的第二个方面,提供了一种车体,该车体包括如上述技术方案提供的任意一种端底架。According to a second aspect of the embodiments of the present application, there is provided a vehicle body, which includes any end chassis as provided in the above technical solution.
根据本申请实施例的第三个方面,提供了一种轨道车辆,该轨道车辆包括上述技术方案提供的车体。According to a third aspect of the embodiments of the present application, a rail vehicle is provided. The rail vehicle includes the vehicle body provided by the above technical solution.
采用本申请实施例中提供的轨道车辆及其车体和端底架,该端底架在枕梁和后端梁之间焊接有与牵引梁位置对应的传力梁,通过传力梁能够将牵引梁和枕梁承受的载荷传递到中部底架;边梁的U型槽钢和封板均采用一体成型结构,并在边梁的一端设置有变截面结构,使边梁自身的结构强度和刚度较高,能够承受和传递重载荷,使牵引梁和枕梁承受的重载荷可以通过传力梁和边梁同时 传力,能够分散压缩应力,并且通过边梁的变截面结构与中间底架边梁连接,能够渐进过渡,避免应力集中,传力效果好,还能减少装配过程中的焊接工作量,有利于保证边梁的平直度,工艺性好;因此,该端底架能够满足抗压缩重承载的要求。The rail vehicle provided in the embodiments of the present application and its body and end chassis are adopted. The end chassis is welded with a force transmission beam corresponding to the position of the traction beam between the bolster beam and the rear beam. The force transmission beam can be used to The load received by the traction beam and bolster beam is transferred to the middle chassis; the U-shaped channel steel and the sealing plate of the side beam are all made of an integrated molding structure, and a variable cross-section structure is provided at one end of the side beam, so that the structural strength and the side beam itself High stiffness, able to bear and transmit heavy loads, so that the heavy loads on the traction beam and bolster beam can be transmitted through the force transmission beam and the side beam at the same time, which can distribute the compressive stress, and through the variable cross-sectional structure of the side beam and the middle chassis The connection of the side beams can make a gradual transition, avoid stress concentration, good force transmission effect, and can also reduce the welding workload during the assembly process, which is helpful to ensure the straightness of the side beams and good manufacturability; therefore, the end chassis can meet Requirements for compression resistance and heavy load.
附图说明BRIEF DESCRIPTION
此处所说明的附图用来提供对本申请的进一步理解,构成本申请的一部分,本申请的示意性实施例及其说明用于解释本申请,并不构成对本申请的不当限定。在附图中:The drawings described here are used to provide a further understanding of the present application and form a part of the present application. The schematic embodiments and descriptions of the present application are used to explain the present application and do not constitute an undue limitation on the present application. In the drawings:
图1为本申请实施例提供的一种端底架的立体结构示意图;FIG. 1 is a three-dimensional structural schematic diagram of an end chassis provided by an embodiment of the present application;
图2为图1中提供的端底架的A向结构示意图;FIG. 2 is a schematic diagram of the A-direction structure of the end chassis provided in FIG. 1;
图3为图1中提供的端底架的牵引梁的B-B向剖视结构示意图;3 is a schematic cross-sectional view taken along line B-B of the traction beam of the end chassis provided in FIG. 1;
图4为图2中提供的端底架的地板横梁的C-C向剖视结构示意图;4 is a schematic cross-sectional view taken along line C-C of the floor beam of the end chassis provided in FIG. 2;
图5为图2中提供的端底架的地板纵梁的D-D向剖视结构示意图;5 is a schematic cross-sectional view taken along line D-D of the floor longitudinal beam of the end chassis provided in FIG. 2;
图6为图1中提供的端底架的边梁的立体结构示意图;6 is a three-dimensional structural schematic diagram of the side beam of the end chassis provided in FIG. 1;
图7为图6中提供的边梁的E-E向剖视结构示意图;7 is a schematic diagram of the E-E sectional structure of the side beam provided in FIG. 6;
图8为图6中提供的边梁在去除封板后的F向结构示意图;8 is a schematic view of the F-direction structure of the side beam provided in FIG. 6 after removing the sealing plate;
图9为图8中提供的边梁的G-G向剖视结构示意图;9 is a schematic cross-sectional view taken along the line G-G of the side beam provided in FIG. 8;
图10为图8中提供的边梁的H-H向剖视结构示意图;10 is a schematic diagram of the H-H sectional structure of the side beam provided in FIG. 8;
图11为图8中提供的边梁的I-I向剖视结构示意图;11 is a schematic cross-sectional view taken along the line I-I of the side beam provided in FIG. 8;
图12为图8中提供的边梁的J-J向剖视结构示意图。FIG. 12 is a schematic view of the J-J cross-sectional structure of the side beam provided in FIG. 8.
附图标记:Reference mark:
1端底架,11前端梁,12后端梁,13边梁,14枕梁,15牵引梁,16传力梁,17不锈钢盖板,18地板横梁,19不锈钢地板,20地板纵梁;1 end underframe, 11 front beam, 12 rear beam, 13 side beam, 14 bolster beam, 15 traction beam, 16 transmission beam, 17 stainless steel cover plate, 18 floor beam, 19 stainless steel floor, 20 floor longitudinal beam;
131U型槽钢,132封板,133变截面结构,134加强板,151底板,152盖板,153第一立板,154第二立板,155车钩面板,156水平支撑板,157竖直支撑板,158防跳构架体,159前从座板,181椭圆形减重孔;131U channel steel, 132 sealing plate, 133 variable section structure, 134 reinforcement plate, 151 bottom plate, 152 cover plate, 153 first vertical plate, 154 second vertical plate, 155 coupler panel, 156 horizontal support plate, 157 vertical support Plate, 158 anti-jump frame, 159 front seat plate, 181 oval weight-reducing hole;
1341第一加强板,1342第二加强板,1343第三加强板,1344第四加强板,1511第三减重孔,1541第二加强筋,1561第一水平支撑板,1562第二水平支撑板,1563第三水平支撑板,1564第一减重孔,1571第一竖直支撑板,1572第二竖直支撑板,1573第二减重孔。1341 first reinforcement plate, 1342 second reinforcement plate, 1343 third reinforcement plate, 1344 fourth reinforcement plate, 1511 third weight reduction hole, 1541 second reinforcement rib, 1561 first horizontal support plate, 1562 second horizontal support plate , 1563 third horizontal support plate, 1564 first weight reduction hole, 1571 first vertical support plate, 1572 second vertical support plate, 1573 second weight reduction hole.
具体实施方式detailed description
在实现本申请的过程中,技术人员发现,相关端底架不能满足抗压缩重承载(例如压缩载荷为3560KN)要求的问题。In the process of implementing the present application, the technical personnel found that the relevant end chassis cannot meet the problem of anti-compression heavy load (for example, a compression load of 3560KN).
针对上述问题,本申请实施例中提供了一种轨道车辆及其车体和端底架,该端底架通过增设的传力梁、一体成型的边梁构件以及边梁端部的变截面结构,能够满足抗压缩重承载的要求。In view of the above problems, an embodiment of the present application provides a rail vehicle, a vehicle body, and an end underframe. The end underframe is provided with an additional force transmission beam, an integrally formed side beam member, and a variable cross-sectional structure at the end of the side beam. , Can meet the requirements of anti-compression and heavy load.
为了使本申请实施例中的技术方案及优点更加清楚明白,以下结合附图对本申请的示例性实施例进行进一步详细的说明,显然,所描述的实施例仅是本申请的一部分实施例,而不是所有实施例的穷举。需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。In order to make the technical solutions and advantages in the embodiments of the present application more clear, the following describes the exemplary embodiments of the present application in further detail with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present application, and Not exhaustive of all embodiments. It should be noted that the embodiments in the present application and the features in the embodiments can be combined with each other if there is no conflict.
实施例一Example one
本申请实施例提供了一种端底架1,如图1和图2结构所示,该端底架1包括前端梁11、后端梁12、两个边梁13、枕梁14以及牵引梁15;在枕梁14和后端梁12之间焊接连接有与牵引梁15位置对应的传力梁16;前端梁11、后端梁12和两个边梁13焊接连接形成矩形框架结构;枕梁14焊接连接在两个边梁13的中部区域;牵引梁15焊接连接在枕梁14朝向前端梁11的一侧以及前端梁11上;在枕梁14的两侧分别焊接连接有牵引梁15和传力梁16,通过传力梁16可以与中间底架的底架中梁进行对接,以传递高压重载荷;An embodiment of the present application provides an end underframe 1, as shown in the structure of FIGS. 1 and 2, the end underframe 1 includes a front end beam 11, a rear end beam 12, two side beams 13, a sleeper beam 14, and a traction beam 15; Welding connection between the bolster beam 14 and the rear beam 12 is a force transmission beam 16 corresponding to the position of the traction beam 15; the front beam 11, the rear beam 12 and the two side beams 13 are welded to form a rectangular frame structure; The beam 14 is welded to the middle area of the two side beams 13; the traction beam 15 is welded to the side of the bolster beam 14 facing the front beam 11 and the front beam 11; the traction beam 15 is welded to the two sides of the bolster beam 14 And the transmission beam 16, through which the transmission beam 16 can be docked with the bottom frame middle beam of the middle chassis to transmit high-pressure heavy loads;
边梁13包括开口朝向牵引梁15的U型槽钢131以及焊接连接于开口的封板132,U型槽钢131和封板132均为一体成型结构;如图1、图6和图7结构所示,边梁13包括开口朝向牵引梁的U型槽钢131,并在U型槽钢的开口处焊接有封板132,使边梁13的横截面形成矩形结构,以提高边梁13的结构 强度和刚度,进而提高边梁13的承载能力;同时,构成边梁13的U型槽钢131和封板132均采用一体成型结构,即,U型槽钢131和封板132均为整体结构,无需焊接连接,不仅减少了焊接工作量,还有利于提高边梁13的平直度等各种参数;The side beam 13 includes a U-shaped channel steel 131 whose opening faces the traction beam 15 and a sealing plate 132 welded to the opening. The U-shaped channel steel 131 and the sealing plate 132 are an integrally formed structure; as shown in FIGS. 1, 6 and 7 As shown, the side beam 13 includes a U-shaped channel steel 131 whose opening faces the traction beam, and a sealing plate 132 is welded at the opening of the U-shaped channel steel, so that the cross section of the side beam 13 forms a rectangular structure to improve the side beam 13 Structural strength and stiffness, thereby improving the carrying capacity of the side beam 13; at the same time, the U-shaped channel steel 131 and the sealing plate 132 constituting the side beam 13 are all formed in an integrated structure, that is, the U-shaped channel steel 131 and the sealing plate 132 are integral The structure does not require welding connection, which not only reduces the welding workload, but also helps to improve the straightness of the side beam 13 and other parameters;
边梁13在背离牵引梁15的一端设置有变截面结构133,且沿从前端梁11朝向后端梁12的方向,变截面结构133用于使边梁13的横截面面积逐渐变小。如图1、图2和图6结构所示,在边梁13靠近后端梁12的一端设置有变截面结构133,即,从前端梁11朝向后端梁12的方向,边梁13在该部分的横截面面积逐渐减小,使端底架1与中间底架连接时,边梁13与底架边梁之间形成逐渐过渡的连接结构,与相关技术相比,能够减小整车在压缩工况时边梁13与底架边梁之间的应力集中。The side beam 13 is provided with a variable-section structure 133 at an end facing away from the traction beam 15, and the variable-section structure 133 is used to gradually reduce the cross-sectional area of the side beam 13 in a direction from the front end beam 11 toward the rear end beam 12. As shown in the structure of FIGS. 1, 2 and 6, a variable cross-sectional structure 133 is provided at the end of the side beam 13 near the rear beam 12, that is, from the front beam 11 toward the rear beam 12, the side beam 13 The cross-sectional area of the part is gradually reduced, so that when the end chassis 1 is connected to the middle chassis, the side beam 13 and the side chassis side beam form a gradually transitional connection structure. Compared with the related art, the vehicle can be reduced in The stress concentration between the side beam 13 and the underframe side beam during the compression mode.
上述端底架1在枕梁14和后端梁12之间焊接连接有与牵引梁15位置对应的传力梁16,传力梁16与中间底架的底架中梁位置相对,通过传力梁16能够将牵引梁15承受的载荷传递到中部底架;边梁13的U型槽钢131和封板132均采用一体成型结构,并在边梁13的一端设置有变截面结构133,使边梁13自身的结构强度和刚度提高,能够承受和传递重载荷,使牵引梁15和枕梁14承受的重载荷可以通过传力梁16和边梁13同时进行传递,能够分散牵引梁15承受的压缩应力,并且通过边梁13的变截面结构133与中间底架边梁13连接,能够渐进过渡,避免应力集中,传力效果好,还能减少装配过程中的焊接工作量,有利于保证边梁13的平直度,工艺性好;因此,该端底架1能够满足抗压缩重承载的要求。The above end frame 1 is welded between the bolster beam 14 and the rear end beam 12 with a force transmission beam 16 corresponding to the position of the traction beam 15. The force transmission beam 16 is opposite to the position of the center frame bottom beam of the middle chassis. The beam 16 can transfer the load received by the traction beam 15 to the middle chassis; the U-shaped channel steel 131 and the sealing plate 132 of the side beam 13 are all formed in an integrated structure, and a variable cross-sectional structure 133 is provided at one end of the side beam 13 so that The structural strength and rigidity of the side beam 13 are improved, and can withstand and transmit heavy loads, so that the heavy loads received by the traction beam 15 and the bolster beam 14 can be simultaneously transmitted through the force transmission beam 16 and the side beam 13, and can disperse the traction beam 15 to bear Compressive stress, and through the variable cross-sectional structure 133 of the side beam 13 connected to the middle chassis side beam 13, can gradually transition, to avoid stress concentration, good force transmission effect, but also reduce the welding workload in the assembly process, help to ensure The straightness of the side beam 13 is good in manufacturability; therefore, the end underframe 1 can meet the requirements of anti-compression and heavy load.
一种具体的实施方式中,如图1和图2结构所示,上述端底架1还包括焊接连接于传力梁16顶部和底部的不锈钢盖板17,用于使传力梁16与不锈钢盖板17形成箱型结构。In a specific embodiment, as shown in the structure of FIG. 1 and FIG. 2, the above-mentioned bottom chassis 1 further includes a stainless steel cover plate 17 welded to the top and bottom of the force transmission beam 16 for making the force transmission beam 16 and stainless steel The cover plate 17 forms a box-shaped structure.
由于在传力梁16的顶部和底部焊接有不锈钢盖板17,使传力梁16与不锈钢盖板17形成箱型结构,因此,通过不锈钢盖板17能够进一步增强传力梁16 的结构强度和刚度,进而提高端底架1的结构强度和刚度,使端底架1能够承载更高的压缩应力。Since the stainless steel cover plate 17 is welded on the top and bottom of the transmission beam 16, the transmission beam 16 and the stainless steel cover plate 17 form a box structure. Therefore, the stainless steel cover plate 17 can further enhance the structural strength of the transmission beam 16 and The stiffness, thereby improving the structural strength and rigidity of the end chassis 1, enables the end chassis 1 to bear higher compressive stress.
具体地,如图1和图2结构所示,在边梁13和牵引梁15之间、以及在边梁13与传力梁16之间均焊接连接有地板横梁18,在地板横梁18背离牵引梁15的一侧焊接有不锈钢地板19;在不锈钢地板19朝向牵引梁15的一侧表面焊接有地板纵梁20,地板纵梁20用于提高不锈钢地板19的刚度。如图1和图2中,在边梁13与牵引梁15之间焊接连接有多个地板横梁18,在边梁13和传力梁16之间也焊接连接有多个地板横梁18,地板横梁18用于固定安装并支撑不锈钢地板19,在不锈钢地板19上焊接连接有多个地板纵梁20,地板纵梁20用于提高不锈钢地板19的结构强度和刚度;地板横梁18的横截面形状可以为图4中结构所示的U形梁,也可以为图5中结构所示的帽形;地板纵梁20的横截面形状可以为图5中结构所示的帽形,也可以为图4结构中所示的U形。不锈钢地板19的厚度可以为2mm~3mm,如:2mm、2.2mm、2.3mm、2.5mm、2.7mm、2.8mm、3mm。Specifically, as shown in the structure of FIGS. 1 and 2, a floor beam 18 is welded between the side beam 13 and the traction beam 15 and between the side beam 13 and the force transmission beam 16, and the floor beam 18 is away from the traction A stainless steel floor 19 is welded to one side of the beam 15; a floor longitudinal beam 20 is welded to the surface of the stainless steel floor 19 facing the traction beam 15, and the floor longitudinal beam 20 is used to increase the rigidity of the stainless steel floor 19. As shown in FIGS. 1 and 2, a plurality of floor beams 18 are welded and connected between the side beam 13 and the traction beam 15, and a plurality of floor beams 18 and floor beams are also welded and connected between the side beam 13 and the transmission beam 16 18 is used to fixedly install and support the stainless steel floor 19, and a plurality of floor longitudinal beams 20 are welded and connected to the stainless steel floor 19, and the floor longitudinal beams 20 are used to improve the structural strength and rigidity of the stainless steel floor 19; the cross-sectional shape of the floor beam 18 can be The U-shaped beam shown in the structure in FIG. 4 may also be the hat shape shown in the structure in FIG. 5; the cross-sectional shape of the floor stringer 20 may be the hat shape shown in the structure in FIG. 5 or the shape shown in FIG. 4. The U shape shown in the structure. The thickness of the stainless steel floor 19 may be 2 mm to 3 mm, such as: 2 mm, 2.2 mm, 2.3 mm, 2.5 mm, 2.7 mm, 2.8 mm, and 3 mm.
上述端底架1通过焊接连接在边梁13与牵引梁15和传力梁16之间的地板横梁18方便安装不锈钢地板19,同时通过地板横梁18和不锈钢地板19还有利于进一步提高端底架1的结构强度和刚度;通过焊接连接在不锈钢地板19一侧的地板纵梁20能够提高不锈钢地板19的强度和刚度。The above-mentioned end frame 1 is connected to the floor beam 18 between the side beam 13 and the traction beam 15 and the force transmission beam 16 by welding to facilitate the installation of the stainless steel floor 19, and the floor beam 18 and the stainless steel floor 19 are also conducive to further improve the end frame Structural strength and rigidity of 1. The floor stringer 20 connected to the side of the stainless steel floor 19 by welding can increase the strength and rigidity of the stainless steel floor 19.
如图2结构所示,地板横梁18上设置有多个椭圆形减重孔181,通过设置的椭圆形减重孔181能够减轻地板横梁18的重量,进而实现端底架1的轻量化。为了减小不锈钢地板19在焊接过程中的变形量,地板纵梁20采用点焊焊接于不锈钢地板19的一侧表面。As shown in the structure of FIG. 2, a plurality of elliptical weight-reducing holes 181 are provided on the floor beam 18. The elliptical weight-reducing holes 181 can reduce the weight of the floor beam 18, thereby reducing the weight of the end chassis 1. In order to reduce the amount of deformation of the stainless steel floor 19 during the welding process, the floor stringer 20 is spot welded to one side surface of the stainless steel floor 19.
为了使端底架1的顶部和底部进行隔离,即,车体内部和外部的隔离,不锈钢地板19的边缘与边梁13、牵引梁15、枕梁14、前端梁11、后端梁12以及传力梁16之间均通过满焊工艺进行连接。通过满焊焊接的方式将不锈钢地板19焊接于边梁13、牵引梁15、枕梁14、前端梁11、后端梁12以及传力梁 16,以通过不锈钢地板19将端底架1的顶部和底部进行隔离、密封。In order to isolate the top and bottom of the end chassis 1, that is, the interior and exterior of the car body, the edges of the stainless steel floor 19 are separated from the side beam 13, the traction beam 15, the bolster beam 14, the front beam 11, the rear beam 12, and The force transmission beams 16 are connected by a full welding process. The stainless steel floor 19 is welded to the side beam 13, the traction beam 15, the bolster beam 14, the front end beam 11, the rear end beam 12 and the force transmission beam 16 by means of full welding, so as to connect the top of the end chassis 1 through the stainless steel floor 19 Isolate and seal from the bottom.
为了进一步提高端底架1的结构强度和刚度,如图8结构所示,在U型槽钢131和封板132形成的边梁腔体内设置有多个加强板134,且U型槽钢131、封板132和加强板134均采用碳钢板制成。如图8结构所示,在边梁13的内部设置有用于提高边梁13强度和刚度的多个加强板134,加强板134可以包括平行设置的多个第一加强板1341、平行设置的多个第二加强板1342、第三加强板1343以及第四加强板1344;如图10结构所示,第一加强板1341的三个侧边与U型槽钢131焊接连接、且另一个侧边与封板132焊接连接,用于保证边梁13的外部轮廓,防止焊接变形;如图9结构所示,第二加强板1342的三个侧边也与U型槽钢131焊接连接、且另一个带有缺口的侧边与封板132焊接连接,通过在第二加强板1342上设置的缺口用于防止焊接过程中的应力集中;如图11结构所示,第三加强板1343沿边梁13的长度方向延伸,主要用于加强边梁13的变截面结构133部位的结构强度和刚度;如图12结构所示,第四加强板1344设置在边梁13的端部,用于提高边梁13端部的结构强度和刚度。In order to further improve the structural strength and rigidity of the end chassis 1, as shown in the structure of FIG. 8, a plurality of reinforcing plates 134 are provided in the side beam cavity formed by the U-shaped channel steel 131 and the sealing plate 132, and the U-shaped channel steel 131 The sealing plate 132 and the reinforcing plate 134 are made of carbon steel plate. As shown in the structure of FIG. 8, a plurality of reinforcement plates 134 for improving the strength and rigidity of the side beam 13 are provided inside the side beam 13. The reinforcement plate 134 may include a plurality of first reinforcement plates 1341 arranged in parallel A second reinforcing plate 1342, a third reinforcing plate 1343, and a fourth reinforcing plate 1344; as shown in the structure of FIG. 10, the three sides of the first reinforcing plate 1341 are welded to the U-shaped channel steel 131, and the other side Welding connection with the sealing plate 132 is used to ensure the outer contour of the side beam 13 and prevent welding deformation; as shown in the structure of FIG. 9, the three sides of the second reinforcing plate 1342 are also welded to the U-shaped channel steel 131, and another A notched side is welded to the sealing plate 132, and the notch provided on the second reinforcing plate 1342 is used to prevent stress concentration during the welding process; as shown in the structure of FIG. 11, the third reinforcing plate 1343 is along the side beam 13 The longitudinal extension of the main is mainly used to strengthen the structural strength and rigidity of the variable cross-sectional structure 133 of the side beam 13; as shown in the structure of FIG. 12, the fourth reinforcing plate 1344 is provided at the end of the side beam 13 to improve the side beam 13 Structural strength and stiffness at the end.
通过设置在边梁13内部的加强板134能够进一步提高边梁13的结构强度和刚度,在防止边梁13焊接变形的同时,还能够提高端底架1在压缩工况时的抗压缩承载能力。The reinforcing plate 134 disposed inside the side beam 13 can further improve the structural strength and rigidity of the side beam 13, while preventing welding deformation of the side beam 13, and can also improve the compression bearing capacity of the end chassis 1 under compression conditions .
在上述各种实施例的基础上,如图1、图2和图3结构所示,上述端底架1包括牵引梁15,牵引梁15用于轨道车辆中将车钩连接到车体的底架上,该牵引梁15包括底板151、盖板152、第一立板153、第二立板154、车钩面板155、水平支撑板156以及竖直支撑板157;底板151、盖板152、第一立板153、第二立板154、车钩面板155、水平支撑板156以及竖直支撑板157均采用钢板制成;其中:Based on the above various embodiments, as shown in the structure of FIGS. 1, 2 and 3, the above end frame 1 includes a traction beam 15, which is used in rail vehicles to connect the coupler to the chassis of the vehicle body The traction beam 15 includes a bottom plate 151, a cover plate 152, a first vertical plate 153, a second vertical plate 154, a coupler panel 155, a horizontal support plate 156 and a vertical support plate 157; a bottom plate 151, a cover plate 152, a first The vertical plate 153, the second vertical plate 154, the coupler panel 155, the horizontal support plate 156 and the vertical support plate 157 are all made of steel plates; among them:
盖板152与底板151沿竖直方向相对设置;如图3结构所示,盖板152设置于牵引梁15的顶部,盖板152与前端梁11焊接连接,底板151设置于牵引梁15的底部,盖板152和底板151相对设置;The cover plate 152 and the bottom plate 151 are oppositely arranged in the vertical direction; as shown in the structure of FIG. 3, the cover plate 152 is provided on the top of the traction beam 15, the cover plate 152 is welded to the front beam 11, and the bottom plate 151 is provided on the bottom of the traction beam 15 , The cover plate 152 and the bottom plate 151 are oppositely arranged;
第一立板153和第二立板154相对设置、且均焊接连接于底板151和盖板152之间;如图3结构所示,第一立板153位于左侧,第二立板154位于右侧,第一立板153和第二立板154相对设置,均焊接连接于盖板152和底板151之间;底板151、盖板152、第一立板153和第二立板154焊接形成矩形筒体结构,以提高牵引梁15的结构强度;The first vertical plate 153 and the second vertical plate 154 are oppositely arranged, and are both welded between the bottom plate 151 and the cover plate 152; as shown in the structure of FIG. 3, the first vertical plate 153 is located on the left side and the second vertical plate 154 is located On the right side, the first vertical plate 153 and the second vertical plate 154 are oppositely arranged, and are all welded between the cover plate 152 and the bottom plate 151; the bottom plate 151, the cover plate 152, the first vertical plate 153, and the second vertical plate 154 are formed by welding Rectangular cylinder structure to improve the structural strength of the traction beam 15;
如图3结构所示,车钩面板155沿竖直方向设置,一侧表面用于安装车钩、且另一侧表面用于安装水平支撑板156,车钩面板155与底板151、盖板152、第一立板153和第二立板154均焊接连接,并在车钩面板155安装车钩的一侧形成安装空间、且在车钩面板155背离车钩的另一侧形成腔体;通过车钩面板155固定车钩的尾部,以通过车钩面板155实现对车钩的固定和限位,对车钩在前后方向的作用力进行承载,通过焊接在车钩面板155另一侧的水平支撑板156进一步提高对牵引梁的承载压力;As shown in the structure of FIG. 3, the coupler panel 155 is arranged in a vertical direction, one side surface is used to install the coupler, and the other side surface is used to install the horizontal support plate 156, the coupler panel 155 and the bottom plate 151, the cover plate 152, the first The vertical plate 153 and the second vertical plate 154 are all welded together, and a mounting space is formed on the side of the coupler panel 155 where the coupler is installed, and a cavity is formed on the other side of the coupler panel 155 facing away from the coupler; the tail of the coupler is fixed by the coupler panel 155 In order to fix and limit the coupler through the coupler panel 155, load the force of the coupler in the front and back directions, and further increase the load-bearing pressure on the traction beam by welding the horizontal support plate 156 on the other side of the coupler panel 155;
水平支撑板156位于腔体内,并与车钩面板155、第一立板153以及第二立板154焊接连接;水平支撑板156可以设置有至少两个,如:两个、三个或多个,也可以仅设置一个;当设置有两个或多个水平支撑板156时,至少两个水平支撑板156之间平行设置。如图3结构所示,牵引梁15设置有三个均与水平面平行的水平支撑板156,如:第一水平支撑板1561、第二水平支撑板1562和第三水平支撑板1563;通过设置的三个水平支撑板156能够加强车钩面板155的结构强度和刚度,进而增加牵引梁15的整体结构强度和刚度;The horizontal support plate 156 is located in the cavity and is welded to the coupler panel 155, the first vertical plate 153, and the second vertical plate 154; the horizontal support plate 156 may be provided with at least two, such as two, three, or more, It is also possible to provide only one; when two or more horizontal support plates 156 are provided, at least two horizontal support plates 156 are arranged in parallel. As shown in the structure of FIG. 3, the traction beam 15 is provided with three horizontal support plates 156 that are all parallel to the horizontal plane, such as: a first horizontal support plate 1561, a second horizontal support plate 1562, and a third horizontal support plate 1563; A horizontal support plate 156 can strengthen the structural strength and rigidity of the coupler panel 155, thereby increasing the overall structural strength and rigidity of the traction beam 15;
竖直支撑板157位于腔体内,并与盖板152、第一立板153以及第二立板154焊接连接。如图3结构所示,在车钩面板155、底板151、盖板152、第一立板153以及第二立板154形成的腔体内设置有两个竖直支撑板157,如:平行设置的第一竖直支撑板1571和第二竖直支撑板1572,第一竖直支撑板1571和第二竖直支撑板1572均与盖板152、第一立板153以及第二立板154焊接连接,进一步提高牵引梁15的结构强度和刚度,以提高牵引梁15的抗压缩性能;竖直支撑板157可以设置有一个、两个或多个,当设置至少两个竖直支撑板157 时,至少两个竖直支撑板157之间平行设置,并且竖直支撑板157设置在盖板152远离车钩面板155的一侧。The vertical support plate 157 is located in the cavity, and is welded to the cover plate 152, the first vertical plate 153, and the second vertical plate 154. As shown in the structure of FIG. 3, two vertical support plates 157 are provided in the cavity formed by the coupler panel 155, the bottom plate 151, the cover plate 152, the first vertical plate 153, and the second vertical plate 154, such as: A vertical support plate 1571 and a second vertical support plate 1572, the first vertical support plate 1571 and the second vertical support plate 1572 are welded to the cover plate 152, the first vertical plate 153 and the second vertical plate 154, Further improve the structural strength and rigidity of the traction beam 15 to improve the compression resistance of the traction beam 15; the vertical support plate 157 may be provided with one, two or more, when at least two vertical support plates 157 are provided, at least The two vertical support plates 157 are disposed in parallel, and the vertical support plate 157 is disposed on the side of the cover plate 152 away from the coupler panel 155.
上述牵引梁15的底板151、盖板152、第一立板153和第二立板154焊接连接,形成矩形筒体结构,车钩面板155设置于筒体内,并且车钩面板155的四周与底板151、盖板152、第一立板153和第二立板154焊接连接,在车钩面板155的一侧形成安装车钩的安装空间,并在车钩面板155背离车钩的一侧形成腔体,使牵引梁15在车钩面板155的后侧形成箱体结构,同时在腔体内焊接有水平支撑板156和竖直支撑板157,通过与车钩面板155、第一立板153以及第二立板154焊接在一起的水平支撑板156能够增强牵引梁15的结构强度和刚度,并能够提高牵引梁在水平方向的抗压缩性能,通过与盖板152、第一立板153以及第二立板154焊接在一起的竖直支撑板157能够进一步增强牵引梁15的结构强度和刚度,并能够提高牵引梁15在竖直方向的抗压缩性能,因此,该牵引梁15的结构强度和刚度较高,能够增强抗压缩性能,进而使端底架1满足重压缩工况(例如压缩3560kN工况)的承载要求。The bottom plate 151, the cover plate 152, the first vertical plate 153 and the second vertical plate 154 of the above-mentioned traction beam 15 are welded to form a rectangular cylinder structure. The coupler panel 155 is disposed in the cylinder body. The cover plate 152, the first vertical plate 153 and the second vertical plate 154 are welded to form a space for installing the coupler on the side of the coupler panel 155, and a cavity is formed on the side of the coupler panel 155 facing away from the coupler to make the traction beam 15 A box structure is formed on the rear side of the coupler panel 155, and horizontal support plates 156 and vertical support plates 157 are welded in the cavity, and are welded together with the coupler panel 155, the first vertical plate 153, and the second vertical plate 154 The horizontal support plate 156 can enhance the structural strength and rigidity of the traction beam 15, and can improve the compressive resistance of the traction beam in the horizontal direction, by welding together with the cover plate 152, the first vertical plate 153, and the second vertical plate 154 The straight support plate 157 can further enhance the structural strength and rigidity of the traction beam 15 and can improve the compression resistance of the traction beam 15 in the vertical direction. Therefore, the structural strength and rigidity of the traction beam 15 are high and can enhance the compression resistance In order to make the end chassis 1 meet the load requirements of heavy compression conditions (such as compression 3560kN conditions).
更进一步地,当水平支撑板156设置有至少两个时,从盖板152朝向底板151的方向,水平支撑板156的长度逐渐变化。如图3结构所示,牵引梁15的腔体内设置有三个水平支撑板156,分别为第一水平支撑板1561、第二水平支撑板1562和第三水平支撑板1563,并且沿从盖板152朝向底板151的方向,三个水平支撑板156的长度逐渐变小;在实际设计过程中,三个水平支撑板156的长度可以根据腔体的具体空间(如,高度、宽度和长度)大小进行设置,即,沿从盖板152朝向底板151的方向,三个水平支撑板156的长度可以逐渐减小,也可以采用相同的长度,还可以逐渐增大。Furthermore, when at least two horizontal support plates 156 are provided, the length of the horizontal support plate 156 gradually changes from the cover plate 152 toward the bottom plate 151. As shown in the structure of FIG. 3, the cavity of the traction beam 15 is provided with three horizontal support plates 156, namely a first horizontal support plate 1561, a second horizontal support plate 1562, and a third horizontal support plate 1563, and along the secondary cover plate 152 In the direction of the bottom plate 151, the length of the three horizontal support plates 156 gradually becomes smaller; in the actual design process, the length of the three horizontal support plates 156 can be adjusted according to the specific space of the cavity (eg, height, width, and length) The arrangement, that is, in the direction from the cover plate 152 toward the bottom plate 151, the lengths of the three horizontal support plates 156 may be gradually reduced, or the same length may be adopted, or may be gradually increased.
通过在牵引梁15的腔体设置的至少两个水平支撑板156,能够对车钩面板155的结构强度和刚度进行加强的同时,还能将车钩作用于车钩面板155的作用力通过水平支撑板156分散传递到第一立板153和第二立板154,因此,通过增设的水平支撑板156能够进一步提高牵引梁15的结构强度和刚度,使车 钩的作用力能够快速分散传递,避免应力集中,提高牵引梁15和端底架1的抗压缩性能。By providing at least two horizontal support plates 156 in the cavity of the traction beam 15, the structural strength and rigidity of the coupler panel 155 can be strengthened, and the force of the coupler acting on the coupler panel 155 can be passed through the horizontal support panel 156 Decentralized transmission to the first vertical plate 153 and the second vertical plate 154, therefore, the additional horizontal support plate 156 can further improve the structural strength and rigidity of the traction beam 15, so that the coupling force can be quickly dispersed and transmitted, to avoid stress concentration, The compression resistance of the traction beam 15 and the end chassis 1 is improved.
在结构强度和刚度满足要求的前提下,为了减轻牵引梁15的重量,进而减轻轨道车辆的整体重量,在水平支撑板156上设置有第一减重孔1564,如图3结构所示,在第一水平支撑板1561上设置有三个第一减重孔1564,在第二水平支撑板1562上设置有两个第一减重孔1564,在第三水平支撑板1563上设置有一个第一减重孔1564;竖直支撑板157设置有第二减重孔1573,在第一竖直支撑板1571上设置有第二减重孔1573,并且在第二竖直支撑板1572上也设置有第二减重孔1573;如图3结构所示,在底板151上设置有多个第三减重孔1511。On the premise that the structural strength and rigidity meet the requirements, in order to reduce the weight of the traction beam 15 and thus the overall weight of the rail vehicle, a first weight reduction hole 1564 is provided on the horizontal support plate 156, as shown in the structure of FIG. 3, in The first horizontal support plate 1561 is provided with three first weight reduction holes 1564, the second horizontal support plate 1562 is provided with two first weight reduction holes 1564, and the third horizontal support plate 1563 is provided with a first weight reduction hole The weight hole 1564; the vertical support plate 157 is provided with a second weight reduction hole 1573, the first vertical support plate 1571 is provided with a second weight reduction hole 1573, and the second vertical support plate 1572 is also provided with a first Two weight reduction holes 1573; as shown in the structure of FIG. 3, a plurality of third weight reduction holes 1511 are provided on the bottom plate 151.
由于在水平支撑板156上设置有第一减重孔1564、在竖直支撑板157上设置有第二减重孔1573且在底板151上设置有第三减重孔1511,因此,能够通过设置的减重孔在节省材料、降低成本的同时还能减轻牵引梁15的重量,进而减轻整个轨道车辆的重量。Since the first weight reduction hole 1564 is provided on the horizontal support plate 156, the second weight reduction hole 1573 is provided on the vertical support plate 157, and the third weight reduction hole 1511 is provided on the bottom plate 151, it is possible to pass The weight-reducing hole reduces the weight of the traction beam 15 while saving materials and reducing costs, thereby reducing the weight of the entire rail vehicle.
如图1、图2和图3结构所示,为了进一步提高牵引梁15的结构强度和刚度,进而提高抗压缩性能,在第一立板153背离第二立板154的一侧表面焊接有多个第一加强筋,第一加强筋的顶部与盖板152焊接连接、且底部与底板151焊接连接;在靠近车钩面板155的第一立板153背离第二立板154的一侧表面设置有多个平行的第一加强筋,第一加强筋为板状结构;As shown in the structure shown in FIGS. 1, 2 and 3, in order to further improve the structural strength and rigidity of the traction beam 15 and thereby improve the compression resistance, the surface of the first vertical plate 153 facing away from the second vertical plate 154 is welded A first reinforcement rib, the top of the first reinforcement rib is welded to the cover plate 152, and the bottom is welded to the bottom plate 151; on the surface of the first vertical plate 153 close to the coupler panel 155 facing away from the second vertical plate 154 Multiple parallel first reinforcement ribs, the first reinforcement ribs are plate-like structures;
在第二立板154背离第一立板153的一侧表面焊接有多个第二加强筋1541,第二加强筋1541的顶部与盖板152焊接连接、且底部与底板151焊接连接。如图1、图2和图3结构所示,在靠近车钩面板155的第二立板154背离第一立板153的一侧表面焊接有多个平行设置的第二加强筋1541,第二加强筋1541为板状结构。A plurality of second reinforcing ribs 1541 are welded on the surface of the second vertical plate 154 facing away from the first vertical plate 153, the top of the second reinforcing plate 1541 is welded to the cover plate 152, and the bottom is welded to the bottom plate 151. As shown in the structure of FIG. 1, FIG. 2 and FIG. 3, a plurality of parallel second reinforcement ribs 1541 are welded on the surface of the second vertical plate 154 close to the coupler panel 155 facing away from the first vertical plate 153, the second reinforcement The rib 1541 is a plate-like structure.
通过在第一立板153一侧表面设置的多个第一加强筋以及在第二立板154一侧表面设置的多个第二加强筋1541,能够将第一立板153、第二立板154分 别与底板151和盖板152固定,使第一立板153、第二立板154、底板151以及盖板152之间的连接结构更加可靠、稳定,进一步提高牵引梁15的结构强度和刚度,尤其是在将第一加强筋和第二加强筋1541设置在车钩面板155附近时,能够提高车钩面板155附近的结构强度和刚度,提高车钩面板155的抗压缩性能,进而提高牵引梁15的可靠性和安全性。The first vertical plate 153 and the second vertical plate can be separated by a plurality of first reinforcing ribs provided on one surface of the first vertical plate 153 and a plurality of second reinforcing ribs 1541 provided on the surface of the second vertical plate 154. 154 is fixed to the bottom plate 151 and the cover plate 152 respectively, which makes the connection structure between the first vertical plate 153, the second vertical plate 154, the bottom plate 151 and the cover plate 152 more reliable and stable, and further improves the structural strength and rigidity of the traction beam 15 In particular, when the first reinforcing rib and the second reinforcing rib 1541 are provided near the coupler panel 155, the structural strength and rigidity near the coupler panel 155 can be improved, the compression resistance of the coupler panel 155 can be improved, and thus the traction beam 15 can be improved. Reliability and security.
为了防止车钩在竖直方向产生跳动,如图3结构所示,在安装空间内的第一立板153和第二立板154上均设置有防跳构架体158,防跳构架体158用于防止车钩沿竖直方向跳动。如图3所示,防跳构架体158可以包括焊接连接在第一立板153和第二立板154上的多个板状结构件,多个板状结构件之间固定连接,并形成于车钩的顶部相适配的形状,以对车钩进行在竖直方向的限位。在本申请实施例中,防跳构架体158的具体结构可以参考图3。防跳构架体158的具体结构在这里不做具体限定,只要能够实现对车钩在竖直方向的限位即可,具体结构也可以根据车钩的具体形状、参数来设置。In order to prevent the coupler from jumping in the vertical direction, as shown in the structure of FIG. 3, an anti-jumping frame body 158 is provided on both the first vertical plate 153 and the second vertical plate 154 in the installation space. Prevent the coupler from jumping in the vertical direction. As shown in FIG. 3, the anti-jump frame 158 may include a plurality of plate-shaped structural members welded and connected to the first vertical plate 153 and the second vertical plate 154, and the plurality of plate-shaped structural elements are fixedly connected and formed in The shape of the top of the coupler is adapted to limit the coupler in the vertical direction. In the embodiment of the present application, refer to FIG. 3 for the specific structure of the anti-jumping framework 158. The specific structure of the anti-jumping frame 158 is not specifically limited here, as long as it can limit the coupler in the vertical direction, and the specific structure can also be set according to the specific shape and parameters of the coupler.
由于在安装车钩的安装空间内设置有防跳构架体158,通过防跳构架体158对车钩在竖直方向上进行限位,限制车钩在竖直方向上活动的自由度,实现车钩与牵引梁15的固定连接,即使在车钩收到较大的压缩力的时候,也可以通过防跳构架体158防止车钩在竖直方向产生跳动,也可以通过限制车钩在竖直方向的跳动防止车钩对牵引梁15的破坏,进而提高牵引梁15的安全性和可靠性。Since the anti-jumping frame body 158 is provided in the installation space where the coupler is installed, the anti-jumping frame body 158 limits the coupler in the vertical direction, restricts the freedom of movement of the coupler in the vertical direction, and realizes the coupler and the traction beam 15 fixed connection, even when the coupler receives a large compressive force, the jumper frame 158 can prevent the coupler from jumping in the vertical direction, and can also prevent the coupler from pulling on the traction by limiting the vertical jump of the coupler The destruction of the beam 15 further improves the safety and reliability of the traction beam 15.
如图1和图2结构所示,在底板151的底部设置有用于安装车钩托架的安装孔。由于在底板151的底部设置有用于安装车钩托架的安装孔,因此,在安装车钩的时候,可以通过安装孔将车钩托架方便地安装在底板151上,有利于提高车钩托架安装效率和便利性。As shown in the structure of FIGS. 1 and 2, a mounting hole for mounting a coupler bracket is provided on the bottom of the bottom plate 151. Since the bottom of the bottom plate 151 is provided with a mounting hole for installing the coupler bracket, when installing the coupler, the coupler bracket can be conveniently installed on the bottom plate 151 through the mounting hole, which is beneficial to improve the efficiency of the coupler bracket installation and Convenience.
另外,如图3结构所示,在牵引梁15的安装空间内的第一立板153和第二立板154上还设置有用于安装车钩的前从座板159,前从座板159对称设置有两个,其中,一个设置在第一立板153上,另一个设置在第二立板154上。In addition, as shown in the structure of FIG. 3, the first vertical seat plate 153 and the second vertical plate 154 in the installation space of the traction beam 15 are also provided with front slave seat plates 159 for installing couplers, and the front slave seat plates 159 are symmetrically arranged There are two, one of which is provided on the first vertical plate 153 and the other is provided on the second vertical plate 154.
实施例二Example 2
本申请实施例提供了一种车体,该车体包括如上述实施例提供的任意一种端底架1。An embodiment of the present application provides a vehicle body, and the vehicle body includes any end chassis 1 as provided in the foregoing embodiment.
实施例三Example Three
本申请实施例提供了一种轨道车辆,该轨道车辆包括上述实施例提供的车体。An embodiment of the present application provides a rail vehicle, which includes the vehicle body provided in the foregoing embodiment.
尽管已描述了本申请一些可选的实施例,但本领域内的技术人员一旦得知了基本创造性概念,则可对这些实施例作出另外的变更和修改。所以,所附权利要求意欲解释为包括可选的实施例以及落入本申请范围的所有变更和修改。Although some optional embodiments of the present application have been described, those skilled in the art may make additional changes and modifications to these embodiments once they learn the basic inventive concept. Therefore, the appended claims are intended to be construed as including optional embodiments and all changes and modifications falling within the scope of the present application.
显然,本领域的技术人员可以对本申请进行各种改动和变型而不脱离本申请的精神和范围。这样,倘若本申请的这些修改和变型属于本申请权利要求及其等同技术的范围之内,则本申请也意图包含这些改动和变型在内。Obviously, those skilled in the art can make various modifications and variations to this application without departing from the spirit and scope of this application. In this way, if these modifications and variations of the present application fall within the scope of the claims of the present application and their equivalent technologies, the present application is also intended to include these modifications and variations.

Claims (15)

  1. 一种端底架,其特征在于,包括前端梁、后端梁、两个边梁、枕梁以及牵引梁;在所述枕梁和所述后端梁之间焊接连接有与所述牵引梁位置对应的传力梁;An end underframe is characterized by comprising a front end beam, a rear end beam, two side beams, a bolster beam and a traction beam; between the bolster beam and the rear end beam are welded and connected with the traction beam Transmission beam corresponding to the position;
    所述边梁包括开口朝向所述牵引梁的U型槽钢以及焊接连接于所述开口的封板,所述U型槽钢和所述封板均为一体成型结构;The side beam includes a U-shaped channel steel with an opening facing the traction beam and a sealing plate welded to the opening. The U-shaped channel steel and the sealing plate are both integrally formed structures;
    所述边梁在背离所述牵引梁的一端设置有变截面结构,且沿从所述前端梁朝向所述后端梁的方向,所述变截面结构用于使所述边梁的横截面面积逐渐变小。The side beam is provided with a variable cross-sectional structure at an end facing away from the traction beam, and along the direction from the front end beam toward the rear end beam, the variable cross-sectional structure is used to make the cross-sectional area of the side beam Gradually become smaller.
  2. 根据权利要求1所述的端底架,其特征在于,还包括焊接连接于所述传力梁顶部和底部的不锈钢盖板,用于使所述传力梁与所述不锈钢盖板形成箱型结构。The end chassis according to claim 1, further comprising a stainless steel cover plate welded to the top and bottom of the force transmission beam for forming the box shape between the force transmission beam and the stainless steel cover plate structure.
  3. 根据权利要求1所述的端底架,其特征在于,在所述边梁和所述牵引梁之间、以及在所述边梁与所述传力梁之间均焊接连接有地板横梁,在所述地板横梁背离所述牵引梁的一侧焊接有不锈钢地板;在所述不锈钢地板朝向所述牵引梁的一侧表面焊接有地板纵梁,所述地板纵梁用于提高所述不锈钢地板的刚度。The end undercarriage according to claim 1, characterized in that a floor beam is welded between the side beam and the traction beam, and between the side beam and the force transmission beam. A stainless steel floor is welded to the side of the floor crossbeam facing away from the traction beam; a floor longitudinal beam is welded to the surface of the stainless steel floor facing the traction beam, and the floor longitudinal beam is used to improve the Stiffness.
  4. 根据权利要求3所述的端底架,其特征在于,所述地板横梁上设置有椭圆形减重孔;所述地板纵梁采用点焊焊接于所述不锈钢地板。The end chassis according to claim 3, wherein the floor beam is provided with an elliptical weight-reducing hole; the floor longitudinal beam is welded to the stainless steel floor by spot welding.
  5. 根据权利要求3所述的端底架,其特征在于,所述不锈钢地板的厚度为2mm~3mm。The end chassis according to claim 3, wherein the thickness of the stainless steel floor is 2 mm to 3 mm.
  6. 根据权利要求3所述的端底架,其特征在于,所述不锈钢地板的边缘与所述边梁、所述牵引梁、所述枕梁、所述前端梁、所述后端梁以及所述传力梁之间均通过满焊工艺进行连接。The end chassis according to claim 3, wherein the edge of the stainless steel floor and the side beam, the traction beam, the bolster beam, the front end beam, the rear end beam and the The transmission beams are connected by a full welding process.
  7. 根据权利要求1所述的端底架,其特征在于,在所述U型槽钢和所述封板形成的边梁腔体内设置有多个加强板;所述U型槽钢、所述封板和所述加 强板均采用碳钢板制成。The end chassis according to claim 1, wherein a plurality of reinforcing plates are provided in the side beam cavity formed by the U-shaped channel steel and the sealing plate; the U-shaped channel steel, the sealing plate Both the plate and the reinforcing plate are made of carbon steel plate.
  8. 根据权利要求1-7任一项所述的端底架,其特征在于,所述牵引梁包括底板、盖板、第一立板、第二立板、车钩面板、水平支撑板以及竖直支撑板;其中:The end chassis according to any one of claims 1-7, wherein the traction beam includes a bottom plate, a cover plate, a first vertical plate, a second vertical plate, a coupler panel, a horizontal support plate, and a vertical support Board; where:
    所述盖板与所述底板沿竖直方向相对设置;The cover plate and the bottom plate are oppositely arranged in the vertical direction;
    所述第一立板和所述第二立板相对设置、且均焊接连接于所述底板和盖板之间;The first vertical plate and the second vertical plate are oppositely arranged, and are both welded between the bottom plate and the cover plate;
    所述车钩面板沿竖直方向设置,一侧表面用于安装车钩、且另一侧表面用于安装水平支撑板,所述车钩面板与所述底板、所述盖板、所述第一立板和所述第二立板均焊接连接,并在所述车钩面板安装所述车钩的一侧形成安装空间、且在所述车钩面板背离所述车钩的另一侧形成腔体;The coupler panel is arranged in a vertical direction, one side surface is used to install a coupler, and the other side surface is used to install a horizontal support plate, the coupler panel and the bottom plate, the cover plate, the first upright plate Are welded to the second vertical plate, and an installation space is formed on the side of the coupler panel where the coupler is installed, and a cavity is formed on the other side of the coupler panel facing away from the coupler;
    所述水平支撑板位于所述腔体内,并与所述车钩面板、所述第一立板以及所述第二立板焊接连接;The horizontal support plate is located in the cavity, and is welded to the coupler panel, the first vertical plate, and the second vertical plate;
    所述竖直支撑板位于所述腔体内,并与所述盖板、所述第一立板以及所述第二立板焊接连接。The vertical support plate is located in the cavity, and is welded to the cover plate, the first vertical plate, and the second vertical plate.
  9. 根据权利要求8所述的端底架,其特征在于,所述水平支撑板设置有至少两个,至少两个所述水平支撑板之间平行设置;The end chassis according to claim 8, wherein at least two horizontal support plates are provided, and at least two horizontal support plates are arranged in parallel;
    从所述盖板朝向所述底板的方向,所述水平支撑板的长度逐渐变小。The length of the horizontal support plate gradually decreases from the cover plate toward the bottom plate.
  10. 根据权利要求8所述的端底架,其特征在于,所述竖直支撑板设置有至少两个,至少两个所述竖直支撑板之间平行设置。The end chassis according to claim 8, wherein at least two vertical support plates are provided, and at least two vertical support plates are arranged in parallel.
  11. 根据权利要求8所述的端底架,其特征在于,所述水平支撑板设置有第一减重孔;所述竖直支撑板设置有第二减重孔;所述底板设置有第三减重孔。The end chassis according to claim 8, wherein the horizontal support plate is provided with a first weight reduction hole; the vertical support plate is provided with a second weight reduction hole; and the bottom plate is provided with a third weight reduction hole Heavy holes.
  12. 根据权利要求8所述的端底架,其特征在于,在所述第一立板背离所述第二立板的一侧表面焊接有多个第一加强筋,所述第一加强筋的顶部与所述盖板焊接连接、且底部与所述底板焊接连接;The end chassis according to claim 8, wherein a plurality of first reinforcing ribs are welded on a surface of the first vertical plate facing away from the second vertical plate, the top of the first reinforcing ribs Welding connection with the cover plate, and welding connection with the bottom plate on the bottom;
    在所述第二立板背离所述第一立板的一侧表面焊接有多个第二加强筋,所 述第二加强筋的顶部与所述盖板焊接连接、且底部与所述底板焊接连接。A plurality of second reinforcing ribs are welded on the surface of the second vertical plate facing away from the first vertical plate, the top of the second reinforcing rib is welded to the cover plate, and the bottom is welded to the bottom plate connection.
  13. 根据权利要求8所述的端底架,其特征在于,在所述安装空间内的所述第一立板和所述第二立板上均设置有防跳构架体,所述防跳构架体用于防止所述车钩沿竖直方向跳动。The end chassis according to claim 8, wherein an anti-jumping frame body is provided on both the first vertical plate and the second vertical plate in the installation space, and the anti-jumping frame body It is used to prevent the coupler from jumping in the vertical direction.
  14. 一种车体,其特征在于,包括如权利要求1-13任一项所述的端底架。A vehicle body, characterized by comprising the end underframe according to any one of claims 1-13.
  15. 一种轨道车辆,其特征在于,包括如权利要求14所述的车体。A rail vehicle, characterized by comprising the car body according to claim 14.
PCT/CN2019/090803 2018-12-25 2019-06-12 Railway car, car body thereof, and end underframe WO2020133934A1 (en)

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