CN107697088A - New sleeper beam device with central cross buffer - Google Patents
New sleeper beam device with central cross buffer Download PDFInfo
- Publication number
- CN107697088A CN107697088A CN201710889819.1A CN201710889819A CN107697088A CN 107697088 A CN107697088 A CN 107697088A CN 201710889819 A CN201710889819 A CN 201710889819A CN 107697088 A CN107697088 A CN 107697088A
- Authority
- CN
- China
- Prior art keywords
- sleeper beam
- pedestal
- vertical
- seat
- new
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61F—RAIL 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
- B61F5/00—Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
- B61F5/02—Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61F—RAIL 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
- B61F5/00—Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
- B61F5/02—Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
- B61F5/04—Bolster supports or mountings
- B61F5/08—Bolster supports or mountings incorporating rubber springs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61F—RAIL 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
- B61F5/00—Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
- B61F5/02—Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
- B61F5/04—Bolster supports or mountings
- B61F5/10—Bolster supports or mountings incorporating fluid springs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61F—RAIL 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
- B61F5/00—Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
- B61F5/02—Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
- B61F5/22—Guiding of the vehicle underframes with respect to the bogies
- B61F5/24—Means for damping or minimising the canting, skewing, pitching, or plunging movements of the underframes
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Vibration Dampers (AREA)
- Vehicle Body Suspensions (AREA)
Abstract
New sleeper beam device with central cross buffer belongs to the sleeper beam device field for rail vehicle truck, and the device includes sleeper beam matrix, horizontal buffer, sleeper beam core cylinder, two drawing pull bar free bearings, two vertical damper pedestal, two anti-side rolling torsion rod seats, two framework connection pedestals, two air spring mounting seats and two flap seats.The connection of car body and new axle box built-in ground iron casting bogie is realized by the new sleeper beam device with central cross buffer of the present invention, can still play good comprehensive damping, buffering effect while device layout space is significantly saved.
Description
Technical field
The invention belongs to the sleeper beam device field for rail vehicle truck, and in particular to one kind is delayed with central cross
Rush the new sleeper beam device of device.
Background technology
The framework of existing bogies for railway vehicles is typically axle box external bogie, as shown in Figure 1 to Figure 2, common
Axle box external bogie be a kind of welded frame for the approximate H fonts being collectively forming by two crossbeams 1 and two curb girders 3,
The basic composition of its framework includes two longerons, 2, two crossbeams 1 and is fixed on the curb girder 3 at the both ends of crossbeam 1, and it is welded jointly
The structure for the capital H type being connected into, each crossbeam 1 include one group of drawing pull bar seat 1-4, and two seamless steel pipe 1-1 are each other
Parallel, the spacing both it is bridged and fixed by two parallel longerons 2 respectively, and two crossbeams 1 and two longerons 2 close jointly
Enclose to form a rectangular window region.The rectangular window region is used to accommodate and install similar to Chinese patent CN 104442882
The vertically arranged drawing pull bar of disclosed zigzag and traction seat, its parallel to each other and vertical centre axis Z using bogie as
Rotation centerline carries out rotational symmetry distribution, two drawing pull bars of two groups of zigzags arrangement respectively with corresponding drawing pull bar seat
1-4 is hinged.In addition, the both ends of longeron 2 are connected with two crossbeams 1 respectively, the upper end stage casing of longeron 2 is provided with framework transverse direction backstop 2-
1, it is provided with a transverse damper seat 2-2 in the one end of longeron 2.Two crossbeams 1 are using the vertical rotary shaft Z of framework as in rotational symmetry
The heart, each other by 180 ° of angle of circumference rotational symmetry, two transverse damper seat 2-2 are respectively used to laterally subtract corresponding to installation one
Shake device.The air spring mounting hole 3-1 that the middle part of curb girder 3 is set is directly used in coaxially to be connected with air spring.
However, foregoing common drawing pull bar is located inside the rectangular window at bogie frame center, and two transverse directions subtract
Shake device is arranged in layout type on rectangular window diagonal, is generally only applicable to larger dynamic of frame size and weight
Car group axle box external bogie frame, because the structural strength of large scale framework is big, makes it possess more broad attaching part
Part arrangement space loads the larger suspension of moment of torsion or boom structure.
On the other hand, a kind of new axle box built-in ground iron casting bogie 4 as shown in Figure 3 can ensure structure
Significantly reduce bogie fixed wheelbase while intensity, so as to reduce the radius of gyration of bogie, improve its small curve negotiating energy
Power.The built-in axle of the novel steering framework frame 4 need to be fully mounted to axle box mounting seat 4-1 inside, so as to form one kind
The built-in bogie layout structure of brand-new axle box.But due between the curb girder of the novel axle box built-in ground iron casting bogie 4
It is in light weight away from small, cause its physical dimension and structural strength that significant changes occur:The new framework by casting technique one into
Type, it only remains columnar traction seat in the geometric center of framework, but eliminates by two crossbeams 1 and two institutes of longeron 2
The original structures such as the middle part rectangular window to be formed, transverse damper seat and framework transverse direction backstop are surrounded jointly.
For this reason, it may be necessary to redesign a new compact bolster structure, drawing pull bar, horizontal shock-absorbing dress are considered
Put and the layout of air spring and assembling, to adapt to the application demand of axle box built-in ground iron casting bogie.
The content of the invention
It is existing by the integrally formed novel axle box built-in ground iron casting bogie of casting technique in order to solve, during it is cancelled
The original structures such as portion's rectangular window, transverse damper seat and framework transverse direction backstop, it is therefore desirable to consider drawing pull bar, horizontal stroke
To the layout and assembling of damping device and air spring, a new compact bolster structure is redesigned, to adapt to
The technical problem of the application demand of axle box built-in ground iron casting bogie, the present invention provide one kind and carry central cross buffer
New sleeper beam device.
The technical solution adopted for solving the technical problem of the present invention is as follows:
New sleeper beam device with central cross buffer include sleeper beam matrix, horizontal buffer, sleeper beam core cylinder, two
Drawing pull bar free bearing, two vertical damper pedestal, two anti-side rolling torsion rod seats, two framework connection pedestals, two air bullets
Spring mounting seat and two flap seats, sleeper beam matrix are rectangular configuration, and two are played the both ends that flap seats are fixed on sleeper beam matrix;Sleeper beam core
The vertical center for being fixed on sleeper beam matrix lower surface of cylinder, horizontal buffer are fixed on the center of upper surface under sleeper beam matrix;Two
Drawing pull bar free bearing is symmetrically fixed on the both ends of sleeper beam matrix same long side, and each vertical damper pedestal is upward opening
Groove structure, its recess sidewall drawing pull bar free bearing madial wall corresponding with one in the outer part is connected;
Described two framework connection pedestals are symmetrically arranged in the bottom of sleeper beam matrix, framework with the central plane of sleeper beam matrix
The distance values for connecting pedestal to sleeper beam core cylinder play flap seat to the half of the distance values of sleeper beam core cylinder, framework connection pedestal for its homonymy
Length be two times of width of sleeper beam matrix;Two air spring mounting seats are symmetrically arranged in the central plane of sleeper beam matrix
The upper end of sleeper beam matrix;Air spring mounting seat be located at its close on framework connection pedestal and vertical damper pedestal both it
Between;Each anti-side rolling torsion rod seat is fixed on a corresponding air spring mounting seat radial outer edge, described two anti-side rollings
Torsion bar seat is respectively positioned on the side where an other long side for sleeper beam matrix.
The sleeper beam matrix, sleeper beam core cylinder, two drawing pull bar free bearings, two vertical damper pedestal, two anti-side rollings
Torsion bar seat, two framework connection pedestals, two air spring mounting seats and two play flap seat by casting integrated shaping, and it is rested the head on
The gross weight of beam matrix is 460 kilograms, average wall thickness is 16 millimeters.
The spacing of described two framework connection vertical central planes of pedestal is 1095 millimeters;Two drawing pull bar free bearings are vertical
The spacing of central plane is 2370 millimeters;The spacing of the vertical central plane of two vertical damper pedestal is 2010 millimeters;Two
The spacing of the vertical central plane of anti-side rolling torsion rod seat is 1573 millimeters;The spacing of two frameworks connection vertical central planes of pedestal is
1116 millimeters;Two air spring mounting seat 5-8 axis spacing is 1556 millimeters;Between the two vertical central planes of flap seat
Away from for 2340 millimeters.
The horizontal buffer includes pedestal square box, two groups of width adjustment pieces, two rubber shock-absorbing cushion blocks and two set of solder
Backing plate, the side wall of each described rubber shock-absorbing cushion block and a corresponding width adjustment piece sequentially with pedestal square box are consolidated
Even, two rubber shock-absorbing cushion blocks are mutually symmetrical;Two other side wall end face of pedestal square box solder pads corresponding with one respectively
Plate weld is connected;The upper and lower edge of solder backing plate is respectively formed filler gap with the upper end cover of pedestal square box and corresponding side wall respectively;
The center weld of the lower end of pedestal square box and sleeper beam matrix upper surface is connected.
The damping rubber block of the rubber shock-absorbing cushion block is sat up straight by transverse metal shell and synthesized with block rubber vulcanization, and rubber subtracts
The termination of shake cushion block protrudes laterally from the openend that transverse metal shell is sat up straight, and prominent distance value is 1 centimetre.
The beneficial effects of the invention are as follows:The new sleeper beam device with central cross buffer directly fills new sleeper beam
The sleeper beam core cylinder for putting lower section is connected by rubber washer and new axle box built-in ground iron casting bogie pivot center Fitted Axles, and point
Two frameworks below new sleeper beam device are not connected to the curb girder of pedestal and new axle box built-in ground iron casting bogie
Middle part is connected, its allow double bend anti-side rolling torsion rod by car body along advance X-direction front and rear torque and vertical Z
Vertical shaking moment, which is formed, on direction of principal axis makes a concerted effort to transmit, and is being rolled respectively by the rubber nodal point in clamp connection seat and vertical anti-side
The rubber nodal point of torsion bar end carries out energy-absorbing buffering, so as to be the cushioning effect of air spring in auxiliary hyperbolic capsule two.
The new sleeper beam device with central cross buffer make it that each of the double drawing pull bars of homonymy externally positioned type is led
The bar piston rod that is pulled is changed into 920 millimeters of large span long rod structure, itself and axle box built-in ground iron casting bogie pivot center square
The old vertically arranged compact drawing pull bar of zigzag that is arranged in is compared in shape window, should be with the new of central cross buffer
The double drawing pull bars of large span that type sleeper beam device to be arranged on the outside of framework, which are equivalent to, becomes whole new sleeper beam device
It is larger-sized it is new draw Tiebar structure, due to being significantly increased for torque, the double drawing pull bars of above-mentioned homonymy externally positioned type and the present invention
The combining structure of the new sleeper beam device with central cross buffer allow the drawing pull bar structure more effectively
Transmit stress.The layout type for the X-direction that two drawing pull bars are advanced towards train can effectively suppress X of the car body along traveling side
The effect rocked before and after direction of principal axis.
The new sleeper beam device with central cross buffer also enable it is with angle be welded to connect pedestal with
The angle of perpendicular is that 30 degree of posture is vertically fixed on the sleeper beam matrix lateral wall closed on, and the type of attachment causes transverse direction
Shock absorber turns into the bidirectional damping buffer unit for taking into account vertical Z-direction and longitudinal Y direction, and has significantly saved lateral vibration absorbing
The old length of device, lift the compactedness of layout structure.
In addition car body and new axle box are realized by the new sleeper beam device with central cross buffer of the present invention
The connection of built-in ground iron casting bogie, it can still play good full side while device layout space is significantly saved
The damping, buffering effect of position.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of old axle box external H type welded frames;
Fig. 2 is the top view of old axle box external H type welded frames;
Fig. 3 is a kind of stereogram of existing new axle box built-in ground iron casting bogie;
Fig. 4 is the stereogram of new sleeper beam device of the present invention with central cross buffer;
Fig. 5 is the blast assembling schematic diagram of new sleeper beam device of the present invention with central cross buffer;
Fig. 6 is Fig. 5 top view;
Fig. 7 is the front view that the present invention carries central cross buffer;
Fig. 8 is stereogram of front view of the present invention with central cross buffer under another visual angle;
Fig. 9 is the stereogram of horizontal buffer of the present invention;
Figure 10 is blast assembling schematic diagram of the horizontal buffer of the present invention under perspective view;
Figure 11 is the application schematic diagram for the new sleeper beam device of the invention for removing central cross buffer;
Figure 12 is the general assembly application schematic diagram for the compact secondary suspension system that the present invention is used for the built-in bogie of axle box;
Figure 13 is Figure 12 blast assembling schematic diagram.
Embodiment
The present invention is described in further details below in conjunction with the accompanying drawings.
As shown in Fig. 4 to Figure 13, new sleeper beam device 5 of the present invention with central cross buffer includes sleeper beam matrix 5-
1st, horizontal buffer 5-2, sleeper beam core cylinder 5-3, two drawing pull bar free bearing 5-4, damper pedestal 5-5 two vertical, two it is anti-
Side rolling torsion rod seat 5-6, two framework connection pedestal 5-7, two air spring mounting seat 5-8 and two play flap seat 5-9, sleeper beam base
Body 5-1 is rectangular configuration, and two are played the both ends that flap seat 5-9 is fixed on sleeper beam matrix 5-1.Sleeper beam core cylinder 5-3 is vertically fixed on pillow
The center of beam matrix 5-1 lower surfaces, horizontal buffer 5-2 are fixed on the center of upper surface under sleeper beam matrix 5-1.Two tractions are drawn
Bar free bearing 5-4 is symmetrically fixed on the both ends of sleeper beam matrix 5-1 same long sides, and each vertical damper pedestal 5-5 is upward
The groove structure of opening, its recess sidewall drawing pull bar free bearing 5-4 madial wall corresponding with one in the outer part are connected.Two frameworks
Connection pedestal 5-7 is symmetrically arranged in sleeper beam matrix 5-1 bottom, framework connection pedestal 5-7 with sleeper beam matrix 5-1 central plane
Distance values to sleeper beam core cylinder 5-3 play flap seat 5-9 to the half of sleeper beam core cylinder 5-3 distance values, framework linker for its homonymy
Seat 5-7 length is two times of sleeper beam matrix 5-1 width.Two air spring mounting seat 5-8 are with sleeper beam matrix 5-1 center
Plane is symmetrically arranged in sleeper beam matrix 5-1 upper end.Air spring mounting seat 5-8 is located at it and closes on framework connection pedestal 5-7
With vertical damper pedestal 5-5 therebetween.Each anti-side rolling torsion rod seat 5-6 is fixed on a corresponding air spring peace
Seat 5-8 radial outer edges are filled, two anti-side rolling torsion rod seat 5-6 are respectively positioned on the side where a sleeper beam matrix 5-1 other long side.
Sleeper beam matrix 5-1, sleeper beam core cylinder 5-3, two drawing pull bar free bearing 5-4, damper pedestal 5-5 two vertical, two
It is equal that individual anti-side rolling torsion rod seat 5-6, two framework connection pedestal 5-7, two air spring mounting seat 5-8 and two play flap seat 5-9
By casting integrated shaping, its sleeper beam matrix 5-1 gross weight is 460 kilograms, average wall thickness is 16 millimeters.
The spacing of two framework connection vertical central planes of pedestal 5-7 is 1095 millimeters, and two drawing pull bar free bearing 5-4 hang down
It is 2370 millimeters to the spacing of central plane, the spacing of the vertical central planes of damper pedestal 5-5 two vertical is 2010 millimeters,
The spacing of two vertical central planes of anti-side rolling torsion rod seat 5-6 is 1573 millimeters, and two vertical centers of framework connection pedestal 5-7 are put down
The spacing in face is 1116 millimeters, and two air spring mounting seat 5-8 axis spacing is 1556 millimeters, and two are played flap seat 5-9 and hung down
It it is 2340 millimeters to the spacing of central plane.
Horizontal buffer 5-2 includes pedestal square box 5-2-1, two groups of width adjustment piece 5-2-2, two rubber shock-absorbing cushion block 5-
2-3 and two set of solder backing plate 5-2-4, each rubber shock-absorbing cushion block 5-2-3 and a corresponding width adjustment piece 5-2-2 are suitable
A secondary side wall with pedestal square box 5-2-1 is connected, and two rubber shock-absorbing cushion block 5-2-3 are mutually symmetrical.Pedestal square box 5-2-1's
Solder backing plate 5-2-4 welding corresponding with one is connected respectively for two other side wall end face.Solder backing plate 5-2-4 upper and lower side
Edge is respectively formed filler gap with pedestal square box 5-2-1 upper end cover and corresponding side wall respectively.Pedestal square box 5-2-1 lower end and pillow
The center weld of beam matrix 5-1 upper surfaces is connected.
Rubber shock-absorbing cushion block 5-2-3 damping rubber block sits up straight 5-2-3-1 and block rubber 5-2-3-2 by transverse metal shell
Vulcanization synthesis, the openend that rubber shock-absorbing cushion block 5-2-3 termination sits up straight 5-2-3-1 from transverse metal shell protrude laterally,
Prominent distance value is 1 centimetre.
New sleeper beam device 5 and 6, two vertical dampers 7 of double bend anti-side rolling torsion rod on bogies for railway vehicles, horizontal stroke
One is collectively formed to shock absorber 8, the double drawing pull bars 9 of homonymy externally positioned type and two hyperbolic capsule air springs 10 to be used for built in axle box
The compact secondary suspension system of formula bogie.
Two framework connection pedestal 5-7 are symmetrically arranged in sleeper beam matrix 5-1 bottom with sleeper beam matrix 5-1 central plane
Portion, framework connection pedestal 5-7 to sleeper beam core cylinder 5-3 distance values play flap seat 5-9 to sleeper beam core cylinder 5-3 distance values for its homonymy
Half, framework connection pedestal 5-7 length is two times of sleeper beam matrix 5-1 width.Two air spring mounting seat 5-8 with
Sleeper beam matrix 5-1 central plane is symmetrically arranged in sleeper beam matrix 5-1 upper end.Air spring mounting seat 5-8 is located at it and faced
Nearly framework connection pedestal 5-7 and vertical damper pedestal 5-5 is therebetween.Each anti-side rolling torsion rod seat 5-6 is fixed on one
Air spring mounting seat 5-8 radial outer edges, two anti-side rolling torsion rod seat 5-6 are respectively positioned on sleeper beam matrix 5-1 in addition corresponding to individual
Side where one long side.
When the concrete application present invention carries the new sleeper beam device of central cross buffer, directly by new sleeper beam device 5
The sleeper beam core cylinder 5-3 of lower section is connected by rubber washer and the new center Fitted Axles of axle box built-in ground iron casting bogie 4, and
Two frameworks of the new lower section of sleeper beam device 5 are connected into pedestal 5-7 and new axle box built-in ground iron casting bogie 4 respectively
Curb girder in the middle part of be connected, hereafter, by horizontal buffer 5-2, double bend anti-side rolling torsion rod 6, vertical damper 7, lateral damper
8th, double drawing pull bar 9 is corresponding to the docking structure on car body respectively connects for homonymy externally positioned type.
Two clamp connection seat 6-1 symmetric coaxials of double bend anti-side rolling torsion rod 6 are fixed on double bend horizontal long axis 6-3's
Horizontal ends both ends, each clamp connection seat 6-1 anti-side rolling torsion rod seat 5-6s corresponding with one are connected.Two vertical anti-side rolling torsion rods
6-2 is connected with a double bend horizontal long axis 6-3 corresponding elbow respectively, and anti-side rolling torsion rod 6-2 two vertical is parallel and equal
Arrangement upwards.Vertical anti-side rolling torsion rod 6-2 upper end is hinged with vehicle bottom.Two elbow institutes of double bend anti-side rolling torsion rod 6
Tilted down in plane, the angle of itself and perpendicular is 65 degree of angles, in the carrying of the double bend anti-side rolling torsion rod 6 and the present invention
The attachment structure of the new sleeper beam device of heart horizontal buffer can by car body along advance X-direction front and rear torque and
Vertical shaking moment, which is formed, in vertical Z-direction makes a concerted effort to transmit, and by the rubber nodal point in clamp connection seat 6-1 and is hanging down respectively
Energy-absorbing buffering is carried out to the rubber nodal point of anti-side rolling torsion rod 6-2 ends, so as to be air bullet in another angle auxiliary hyperbolic capsule two
The cushioning effect of spring 10.
The piston rod both ends of lateral damper 8 are equipped with rubber nodal point, and one end of lateral damper piston rod is inclined provided with band
Angle is welded to connect pedestal 8-1, and its other end is provided with lateral damper body end connecting seat 8-2.With angle is welded to connect base
The sleeper beam matrix 5-1 lateral walls welding that seat 8-1 is connected pedestal 5-7 with a framework of the homonymy of drawing pull bar 9 and closed on is connected.
The axle box of two rubber nodal points is perpendicular to one another, and one end of a drawing pull bar 9 passes through the rubber nodal point of Y direction and one
Corresponding drawing pull bar free bearing 5-4 is horizontally hinged, the rubber nodal point and car body that the other end of drawing pull bar 9 passes through a Z-direction
Bottom vertical connection.
Vertical damper pedestal 5-5's two vertical dampers 7 corresponding with one is hinged respectively, two hyperbolic capsule air bullets
Air spring mounting seat 5-8's spring 10 corresponding with one is coaxially connected respectively.
The large span long rod structure that each drawing pull bar piston rod of the double drawing pull bars 9 of homonymy externally positioned type is 920 millimeters,
Towards the positive direction of framework X-axis both it.With old arrangement in the central rectangular window of axle box built-in ground iron casting bogie 4
Compared in the vertically arranged compact drawing pull bar of zigzag, the present invention is arranged in double drawing pull bars 9 of large span on the outside of framework etc.
Imitate in by whole new sleeper beam device 5 become it is larger-sized it is new draw Tiebar structure, it is above-mentioned due to being significantly increased for torque
The double drawing pull bars 9 of homonymy externally positioned type and the combining structure of the new sleeper beam device with central cross buffer of the present invention cause
The drawing pull bar structure can more effectively transmit stress.The layout for the X-direction that two drawing pull bars are advanced towards train
Mode can effectively suppress the effect that car body rocks along before and after the X-direction of traveling side.
The with angle pedestal 8-1 that is welded to connect is perpendicular to the sleeper beam matrix 5-1 lateral walls closed on, and welding with angle
The angle for connecting pedestal 8-1 and perpendicular is 30 degree, and the pedestal 8-1 that is welded to connect with angle carries center with of the invention
The attachment structure design of the new sleeper beam device of horizontal buffer makes lateral damper 8 as vertical Z-direction and longitudinal Y is taken into account
The bidirectional damping buffer unit of direction of principal axis, and the old length of lateral damper has significantly been saved, lift the compact of layout structure
Property.
Realized by the new sleeper beam device with central cross buffer of the present invention built in car body and new axle box
Formula iron casting bogie connection, can still be played good comprehensive while device layout space is significantly saved
Damping, buffering effect.
Claims (5)
1. the new sleeper beam device with central cross buffer, it is characterised in that:The device includes sleeper beam matrix (5-1), horizontal stroke
To buffer (5-2), sleeper beam core cylinder (5-3), two drawing pull bar free bearings (5-4), two vertical damper pedestal (5-5), two
Individual anti-side rolling torsion rod seat (5-6), two framework connection pedestals (5-7), two air spring mounting seats (5-8) and two play flap seat
(5-9), sleeper beam matrix (5-1) are rectangular configuration, and two are played the both ends that flap seat (5-9) is fixed on sleeper beam matrix (5-1);Sleeper beam core
The vertical center for being fixed on sleeper beam matrix (5-1) lower surface of cylinder (5-3), horizontal buffer (5-2) are fixed on sleeper beam matrix (5-1)
The center of upper surface;The symmetrical both ends for being fixed on sleeper beam matrix (5-1) same long side of two drawing pull bar free bearings (5-4), often
One vertical damper pedestal (5-5) is the groove structure of upward opening, and its recess sidewall in the outer part is corresponding with one to draw
Pull bar free bearing (5-4) madial wall is connected;
Described two framework connection pedestals (5-7) are symmetrically arranged in sleeper beam matrix (5-1) with the central plane of sleeper beam matrix (5-1)
Bottom, framework connection pedestal (5-7) to sleeper beam core cylinder (5-3) distance values for its homonymy rise flap seat (5-9) arrive sleeper beam core cylinder
The half of the distance values of (5-3), the length of framework connection pedestal (5-7) are two times of the width of sleeper beam matrix (5-1);Two skies
Gas spring mounting seat (5-8) is symmetrically arranged in sleeper beam matrix (5-1) upper end with the central plane of sleeper beam matrix (5-1);Air
Spring mounting seat (5-8) is located at it and closes on framework connection pedestal (5-7) and vertical damper pedestal (5-5) therebetween;Often
One anti-side rolling torsion rod seat (5-6) is fixed on corresponding air spring mounting seat (5-8) radial outer edge, described two anti-
Side rolling torsion rod seat (5-6) is respectively positioned on the side where an other long side for sleeper beam matrix (5-1).
2. the new sleeper beam device of central cross buffer is carried as claimed in claim 1, it is characterised in that:The sleeper beam base
Body (5-1), sleeper beam core cylinder (5-3), two drawing pull bar free bearings (5-4), two vertical damper pedestal (5-5), two anti-side
Roll torsion bar seat (5-6), two framework connection pedestals (5-7), two air spring mounting seats (5-8) and two flap seats (5-9)
By casting integrated shaping, the gross weight of sleeper beam matrix (5-1) is 460 kilograms, casting wall thickness is 16 millimeters.
3. the new sleeper beam device of central cross buffer is carried as claimed in claim 1 or 2, it is characterised in that:Described two
The spacing of individual framework connection pedestal (5-7) vertical central plane is 1095 millimeters;Two vertical centers of drawing pull bar free bearing (5-4)
The spacing of plane is 2370 millimeters;The spacing of the vertical central plane of two vertical damper pedestal (5-5) is 2010 millimeters;Two
The spacing of anti-side rolling torsion rod seat (5-6) vertical central plane is 1573 millimeters;Put down at two framework connection pedestal (5-7) vertical centers
The spacing in face is 1116 millimeters;The axis spacing of two air spring mounting seats (5-8) is 1556 millimeters;Two are played flap seat (5-
9) spacing of vertical central plane is 2340 millimeters.
4. the new sleeper beam device of central cross buffer is carried as claimed in claim 1, it is characterised in that:The transverse direction is delayed
Rush device (5-2) include pedestal square box (5-2-1), two groups of width adjustment pieces (5-2-2), two rubber shock-absorbing cushion blocks (5-2-3) and
Two set of solder backing plates (5-2-4), each described rubber shock-absorbing cushion block (5-2-3) and a corresponding width adjustment piece (5-2-
2) side wall sequentially with pedestal square box (5-2-1) is connected, and two rubber shock-absorbing cushion blocks (5-2-3) are mutually symmetrical;Pedestal
Solder backing plate (5-2-4) welding corresponding with one is connected respectively for two other side wall end face of square box (5-2-1);Solder backing plate
The upper and lower edge of (5-2-4) is respectively formed filler gap with the upper end cover of pedestal square box (5-2-1) and corresponding side wall respectively;Pedestal
The center weld of the lower end of square box (5-2-1) and sleeper beam matrix (5-1) upper surface is connected.
5. the new sleeper beam device of central cross buffer is carried as claimed in claim 4, it is characterised in that:The rubber subtracts
The damping rubber block of shake cushion block (5-2-3) sits up straight (5-2-3-1) by transverse metal shell and block rubber (5-2-3-2) vulcanization is closed
The openend for sitting up straight (5-2-3-1) from transverse metal shell into the termination of, rubber shock-absorbing cushion block (5-2-3) protrudes laterally, dashes forward
The distance value gone out is 1 centimetre.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710889819.1A CN107697088B (en) | 2017-09-27 | 2017-09-27 | Sleeper beam device with central transverse bumper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710889819.1A CN107697088B (en) | 2017-09-27 | 2017-09-27 | Sleeper beam device with central transverse bumper |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107697088A true CN107697088A (en) | 2018-02-16 |
CN107697088B CN107697088B (en) | 2020-02-07 |
Family
ID=61175071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710889819.1A Active CN107697088B (en) | 2017-09-27 | 2017-09-27 | Sleeper beam device with central transverse bumper |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107697088B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111907534A (en) * | 2020-09-07 | 2020-11-10 | 中铁宝桥集团有限公司 | Single track sightseeing vehicle suspension device |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010070000A (en) * | 2008-09-17 | 2010-04-02 | Railway Technical Res Inst | Turning resistance variable truck for railroad vehicle |
CN103496379A (en) * | 2013-10-14 | 2014-01-08 | 南车长江车辆有限公司 | Swing bolster assembly of bogie of railway freight car |
CN104590304A (en) * | 2014-12-10 | 2015-05-06 | 广州电力机车有限公司 | Low-floor tramcar bogie |
CN104875766A (en) * | 2015-06-12 | 2015-09-02 | 广州电力机车有限公司 | Bogie of low-floor tramcar |
CN105923007A (en) * | 2016-06-21 | 2016-09-07 | 中车唐山机车车辆有限公司 | Swing bolster of bogie |
CN106184269A (en) * | 2016-08-15 | 2016-12-07 | 中车唐山机车车辆有限公司 | Central traction apparatus, bogie and rail vehicle |
CN106740956A (en) * | 2016-12-15 | 2017-05-31 | 中车长春轨道客车股份有限公司 | The single rail bogie central mounting device of sleeper beam is contacted with aluminium alloy |
CN107089242A (en) * | 2013-04-24 | 2017-08-25 | 川崎重工业株式会社 | Railcar bogie |
CN207157215U (en) * | 2017-09-27 | 2018-03-30 | 中车长春轨道客车股份有限公司 | New sleeper beam device with central cross buffer |
-
2017
- 2017-09-27 CN CN201710889819.1A patent/CN107697088B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010070000A (en) * | 2008-09-17 | 2010-04-02 | Railway Technical Res Inst | Turning resistance variable truck for railroad vehicle |
CN107089242A (en) * | 2013-04-24 | 2017-08-25 | 川崎重工业株式会社 | Railcar bogie |
CN103496379A (en) * | 2013-10-14 | 2014-01-08 | 南车长江车辆有限公司 | Swing bolster assembly of bogie of railway freight car |
CN104590304A (en) * | 2014-12-10 | 2015-05-06 | 广州电力机车有限公司 | Low-floor tramcar bogie |
CN104875766A (en) * | 2015-06-12 | 2015-09-02 | 广州电力机车有限公司 | Bogie of low-floor tramcar |
CN105923007A (en) * | 2016-06-21 | 2016-09-07 | 中车唐山机车车辆有限公司 | Swing bolster of bogie |
CN106184269A (en) * | 2016-08-15 | 2016-12-07 | 中车唐山机车车辆有限公司 | Central traction apparatus, bogie and rail vehicle |
CN106740956A (en) * | 2016-12-15 | 2017-05-31 | 中车长春轨道客车股份有限公司 | The single rail bogie central mounting device of sleeper beam is contacted with aluminium alloy |
CN207157215U (en) * | 2017-09-27 | 2018-03-30 | 中车长春轨道客车股份有限公司 | New sleeper beam device with central cross buffer |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111907534A (en) * | 2020-09-07 | 2020-11-10 | 中铁宝桥集团有限公司 | Single track sightseeing vehicle suspension device |
Also Published As
Publication number | Publication date |
---|---|
CN107697088B (en) | 2020-02-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107600099B (en) | Compact secondary suspension device for the built-in bogie of axle box | |
CN207157216U (en) | Compact secondary suspension device for the built-in bogie of axle box | |
CN201189868Y (en) | High-speed motor train unit motor train bogie | |
WO2017219554A1 (en) | Bolster of bogie | |
CN107628049B (en) | The built-in compact bogie of axle box for high and cold railcar | |
CN107697091B (en) | Compact bogie with built-in axle box for metro vehicle | |
CN201189870Y (en) | Power bogie | |
CN105151068B (en) | Power truck and light rail vehicle | |
CN104554324A (en) | Integrated framework and bogie | |
CN207617730U (en) | The built-in compact bogie of axle box for railcar | |
CN106740897A (en) | High speed railway car and its bogie, wheel are to drive device | |
CN107234934A (en) | A kind of multi-connecting-rod separated suspension for commercial car drive axle | |
CN207157215U (en) | New sleeper beam device with central cross buffer | |
CN113830120B (en) | Non-power bogie of axle box built-in high-speed motor train unit | |
CN205311621U (en) | Trailer bogie frame | |
CN205819216U (en) | Bogie | |
CN107697088A (en) | New sleeper beam device with central cross buffer | |
CN107719403A (en) | Monoblock cast framework for the built-in metro bogie of axle box | |
WO2022062109A1 (en) | Box-type chassis end structure of rail vehicle | |
CN205930747U (en) | Framework of bogie | |
CN205930746U (en) | Steering frame | |
CN208376774U (en) | A kind of railway vehicle bogie frame and bogie | |
CN207274700U (en) | The built-in compact bogie of axle box for high and cold railcar | |
CN208376773U (en) | A kind of bogie of rail vehicle | |
CN206589893U (en) | One kind is without bolster non-powered bogie frame |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |