CN107287992A - A kind of manufacture method of the double-deck track switch Damping fastening system of separate type - Google Patents
A kind of manufacture method of the double-deck track switch Damping fastening system of separate type Download PDFInfo
- Publication number
- CN107287992A CN107287992A CN201710481835.7A CN201710481835A CN107287992A CN 107287992 A CN107287992 A CN 107287992A CN 201710481835 A CN201710481835 A CN 201710481835A CN 107287992 A CN107287992 A CN 107287992A
- Authority
- CN
- China
- Prior art keywords
- iron chair
- track switch
- lower iron
- backing plate
- double
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/66—Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
- E01B9/681—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material
- E01B9/683—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material layered or composite
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of manufacture method of the double-deck track switch Damping fastening system of separate type, the fastener system includes upper iron chair (3), intermediate rubber backing plate (2), lower iron chair (1), nylon from lock tube (4) and anchor bolt;The intermediate rubber backing plate (2) is installed between iron chair (3) and lower iron chair;The upper iron chair is provided with the connector being connected with rail;The lower iron chair is provided with raised column (9), and the nylon coordinates from lock tube and raised column links together upper iron chair, intermediate rubber backing plate, the locking of lower iron chair, and fastener system is fastened on the basis of railway roadbed by the anchor bolt;Upper iron chair, lower iron chair and the intermediate rubber backing plate of size needed for direct cutting processing is obtained;The raised column is welded to connect with lower iron chair upper surface or upper and lower end face.The structure ensure that the flatness of backing plate, improve the resistance to overturning of track switch, it is possible to the welding position of parts is adjusted according to design requirement.
Description
The application is the patent CN201511006977.5 proposed on December 30th, 2015 divisional application.
Technical field
The invention belongs to technical field of rail traffic, a kind of system of the double-deck track switch Damping fastening system of separate type is specifically proposed
Make method.
Background technology
The current track switch Damping fastening of China mainly has three kinds of structural shapes, is vulcanization base+iron chair form, double respectively
Layer sulfuration type fastener, vibration damping track switch base systems.
Vulcanize base+iron chair formula fastener i.e. using the damping base of bonding by Vulcanization type as damper unit, using track switch
Fastener iron chair is used as rail connective element;Vulcanization base be by upper iron plate and lower iron chair by way of the vulcanization of rubber, make
Upper iron plate and lower iron chair bonding are an inseparable entirety, double-deck sulfuration type fastener structures and the mechanism of action and vulcanization bottom
Seat+iron chair formula fastener is similar;Vibration damping track switch base systems devise three layers of iron chair, entirely through mechanical bind mode,
The detachable for realizing iron chair and damper unit is designed.
Several fastener patterns subject matter during production implementation and onsite application has two aspects above:First, track switch
Region fastener pattern is more, and several fastener patterns of the above are required to out many sleeve forming moulds, costly;Second, several above
The metalwork of form uses casting and molding method, and the product flatness of casting backing plate is difficult to control, the casting of especially long backing plate
Make;The flatness of fastener can also be affected because of the injustice of cast member.
In patent (CN201120345928.5), propose that a kind of track traffic, with replaceable steel rail vibration reduction fastener, is somebody's turn to do
Fastener mainly includes rail, spring base I, upper strata spring and track gauge block I;One end of upper strata spring is withheld on rail, another
End is connected on the spring base I on upper iron plate;Upper strata cushion is set between the orbiting end plate of rail and upper iron plate;
The both sides of upper iron plate have the spring base II, lower floor's spring and track gauge block II for being used for withholding iron plate;One end of lower floor's spring
On spring base II, the other end is withheld at the two ends of upper iron plate.The utility model can easily dismantle upper strata cushion, under
The parts of damage are individually changed, repaired by layer cushion, upper iron plate, lower iron plate, reduce maintenance cost and work
Amount.But stability requirement of the engineer applied to track traffic rail fixed structure is very high.Wherein upper iron plate, lower iron plate are in formation plate
Shape and regular shape, are stacked together;The structure of installation is stacked to upper iron plate and this multiple plate objects of lower iron plate, using spring
Though being coupled the purpose that can reach and be fixed, due to being that linear contact lay is withheld between spring and iron plate, elastic bar fastener system is stable
Property is not good enough.On the other hand, when the structure is used for switch zones, because iron plate length increases at track switch, spring is now still used
It is coupled, linear contact lay, which is withheld, can not meet stability requirement.
In patent (CN201220682492.3), it is proposed that a kind of readily removable assembled separation type for common rail section is double
Layer Damping fastening;Propose a kind of readily removable assembled separation type double-layer vibration damping fastener system, include under spring, rail it is elastic insulated pad,
The elastic insulated pad of upper plate, bottom plate, lower shoe and anchor bolt;The boss that lower shoe has, through the through hole on upper plate;
The bottom plate adapter sleeve on boss is nested with after boss rotation, is combined with the boss on lower shoe or with lower shoe formation convex-concave
Connection, to bottom plate adapter sleeve carry out axial limiting, and bottom plate adapter sleeve mutual interlocking gear effect under, with boss in radial direction
Interlocking;The upper eaves portion position of bottom plate adapter sleeve is withheld on upper plate top, is fastened on by interlocking cover plate by anchor bolt on railway roadbed.
The fastener system take into full account above and below iron plate and its intermediate member be all in flat features of shape, bottom plate is connected during fixed connection
The upper eaves portion and the plane of upper plate of set are withheld, using the interlocking of the boss with lower shoe one and bottom plate adapter sleeve by upper bottom
Plate is fixed together, and effectively increases the stability of upper and lower bottom plate connection.But fastener of the present utility model is primarily directed to general
Logical track section, is not directed to special track section, such as track switch section.Institute is shorter with floor length at common rail, and at track switch
Floor length increases, and higher requirement is proposed to attachment fastener.
In patent (CN201420515221.8), a kind of vibration damping track switch base systems are proposed.A kind of vibration reduction road proposed
Base systems of branching off include lower shoe, middle spring felt pad, upper plate, track switch fastener base, roll adjustment connection positioning component etc..On
Bottom plate, track switch fastener base are connected as one by roll adjustment locating, and connecting components, the relative position of track switch fastener base and upper plate
Putting can be adjusted by roll adjustment locating, and connecting components.Lower shoe, middle spring felt pad and upper plate locking are connected as one.
The utility model proposes vibration damping track switch base systems have that processing and manufacturing is simple, cost is low, detachable, safeguard replacement cost
The advantages of low, in-site installation facilitates.Meanwhile, the system be directed to special track section --- track switch section, up and down iron plate and its
In the case that related accessory length increases, and improve the connective stability of structure, and solve by iron plate fixed connection up and down together
Determine part replacement problem.But which employs three layers of iron chair structure, increased using raw material quantity, particularly in railway
When laying mileage is long, cost increase, in practical engineering application, the high shortcoming of cost is particularly highlighted.In addition, track switch fastener length
Differ, spring seat species is various, causes casting mould expense very high.On the other hand, due to upper bottom in three layers of iron chair structure
Plate and track switch fastener base are to be detachably connected, and vehicle by or will be by or away from the part rail when, rail and
Pedestal is all in strength vibrating state, and strength vibrating state as described above repeats to occur under rail behaviour in service, and easily causing can
Connect and loosen between the upper plate and track switch fastener base of dismantling connection, and then reduce security reliability;In addition, installing at the scene
When, it is necessary to which the position of workman scene adjustment track switch fastener base, operating efficiency is very low.This be by its structure bring can not gram
The defect of clothes.Again, three layers of iron chair structure are a further disadvantage is that setting height(from bottom) is too high, and three layers of iron chair are in installation process
In, upper strata height adjusting cushion plate is also set up in the middle of upper plate and track switch fastener base, therefore, the height than two layers of iron chair is high,
Security performance is reduced therewith.
Above prior art is all studied Damping fastening system, by improving fastener system, steady to improve structure
It is qualitative.But for track switch section Damping fastening system, do not propose but it is simple in construction, facilitate in-site installation and maintenance work,
The good fastener system of connective stability.On the other hand, in the prior art the metalwork of Damping fastening system all employ it is traditional
Casting and molding method, the processing request of casting technique is high, complex procedures, and the product flatness of casting backing plate is difficult to control, especially
It is the casting of long backing plate needed for track switch section, the problem of iron plate deforms in casting just protrudes very much;Patent
(CN201420515221.8) roll adjustment connection positioning component adjustment track switch fastener position base is used in tackle deformation, this
Sample just connects positioning component and vibration damping track switch pedestal at the upper roll adjustment that adds of upper iron plate of patent (CN201220682492.3) again
For roll adjustment.It is to remove under the level of original technology processing technology that roll adjustment, which connects positioning component and vibration damping track switch pedestal,
, if vibration damping track switch pedestal is formed directly on iron chair, it is impossible to reach required precision.In addition, the flatness of fastener
It can be affected because of the injustice of cast member;When train is through turnout passing different zones, track switch resistance to overturning is poor, increases switch area rail
The maintenance work of road parts, makes troubles to live operation maintenance.To sum up, existing track switch Damping fastening system casting accuracy
The defect such as low, security performance is low, cost is high is the technical problem that this area wishes to solve for a long time.
The content of the invention
In order to solve the above problems, the purpose of the present invention is to propose to a kind of system of the double-deck track switch Damping fastening system of separate type
Make method.
The present invention adopts the following technical scheme that to complete above-mentioned purpose:
A kind of manufacture method of the double-deck track switch Damping fastening system of separate type, the double-deck track switch Damping fastening of described separate type
System includes iron chair, intermediate rubber backing plate and lower iron chair;The company being connected with rail is provided with the upper iron chair
Fitting;Raised column is set on described lower iron chair;The specific step of separate type bilayer track switch Damping fastening system processing method
It is rapid as follows:
1) the upper iron chair of size needed for being obtained by the way of directly cutting, lower iron chair and;
2) perforate on the correspondence position of the lower iron chair, described perforate is blind hole;Or through hole;In described blind hole
It is interior to place raised column, and it is welded to connect the upper surface of described raised column and the lower iron chair;In order to strengthen projection
The bond strength of column and lower iron chair;Described perforate can also be through hole;Described raised column is placed on corresponding lead to
In hole, and upper surface, the lower surface with lower iron chair are welded to connect respectively;Set at the middle part of the lower iron chair to fixation
The boss of intermediate rubber backing plate, described boss is welded to connect with described lower iron chair, prevent intermediate rubber backing plate transverse direction,
Length travel;
3) locating ring and positioning hole are opened up on described intermediate rubber backing plate;On the lower iron chair of described locating ring correspondence
Raised column set, the raised column on lower iron chair is passed through corresponding locating ring;Described positioning hole correspondence
The boss on lower iron chair is set, and the boss on lower iron chair is passed through corresponding positioning hole;
4) through hole is opened up on described upper iron chair, and makes described through hole and raised column described on lower iron chair
It is correspondingly arranged, raised column described on lower iron chair is passed through corresponding through hole;The correspondence position of iron chair on described
It is upper to weld the connector being connected with rail;
5) be nested with nylon from lock tube on the raised column of lower iron chair, and make the upper surface of raised column with it is described
The upper surface of nylon from lock tube is concordant;Have in the upper surface of the raised column and be oriented to groove;The upper end of the raised column
The guiding coordinated with the guiding groove described in raised column upper surface is machined with setting roll adjustment buckle, described roll adjustment buckle convex
Rise;Described roll adjustment buckle is fastened by the guiding groove of guide protrusions and raised column upper surface and is integrated;
6) laying insulation couples backing plate between lower iron chair and railway roadbed basis, and described insulation coupling backing plate is used for fastener
With the insulation and non-rigid connection between railway roadbed basis;
7) height adjusting cushion plate that thickness is 0~50mm is laid between insulation coupling backing plate and lower iron chair, to circuit
Height be adjusted;Described height adjusting cushion plate size needed for is obtained by the way of directly cutting;
8) the roll adjustment buckle, the raised column on lower iron chair, insulation coupling backing plate, be respectively provided with use on height adjusting cushion plate
The through hole passed through with anchor bolt;Described anchor bolt sequentially passes through the through hole of roll adjustment buckle, raised vertical described in lower iron chair
Through hole on post, the through hole on insulation coupling backing plate, the through hole on height adjusting cushion plate, by the double-deck track switch Damping fastening system of separate type
It is fixed on the basis of railway roadbed.The middle part of the raised column has the through hole passed through to anchor bolt, and in the through hole
Heart line is overlapped with the center line of the through hole on upper iron chair.
The bottom of the self-locking nylon jacket has dead bolt, and the bottom of the raised column has the dead bolt with self-locking nylon jacket
Kiss the groove matched somebody with somebody.
The roll adjustment buckle on the faying face of raised column upper surface with having guide protrusions and roll adjustment tooth;It is described raised vertical
Having on the upper surface of post on the guiding groove coordinated with guide protrusions, the upper surface of the raised column also has and roll adjustment tooth
The roll adjustment groove of cooperation.
Directly machining obtains the intermediate rubber backing plate of required size.
A kind of manufacture method of the double-deck track switch Damping fastening system of separate type proposed by the present invention, the upper iron pad of fastener system
Plate, lower iron chair use mach mode, and the backing plate of any size can be processed according to design requirement;Using mach
Mode processes iron chair, lower iron chair, it is ensured that upper iron chair, the flatness of lower iron chair, solves current fastener because of casting
The warpage issues that the flatness of backing plate is brought are made, the resistance to overturning of track switch is improved;The parts of upper iron chair, lower iron chair
Connected as one between upper iron chair, lower iron chair by the way of being welded to connect, zero can be adjusted according to design requirement
The welding position of part.
Brief description of the drawings
Fig. 1 is the structural representation of the double-deck track switch Damping fastening of separate type.
Fig. 2 is the structural representation of upper iron chair in the present invention.
Fig. 3 is Fig. 2 top view.
Fig. 4 is the structural representation of middle slide plate bed of the present invention.
Fig. 5 is the structural representation of spring seat in the present invention.
Fig. 6 is the structural representation of lower iron chair in the present invention.
Fig. 7 is Fig. 6 top view.
Fig. 8 is the structural representation of protrusions column of the present invention.
Fig. 9 is the structural representation of boss in the present invention.
Figure 10 is the structural representation of intermediate rubber backing plate in the present invention.
Figure 11 is the structural representation of self-locking nylon jacket in the present invention.
Figure 12 is the structural representation of roll adjustment buckle in the present invention.
In figure:1st, lower iron chair, 1.1, through hole, 2, intermediate rubber backing plate, 2.1, locating ring, 2.2, positioning hole, 3, upper iron
Backing plate, 3.1, perforate, 4, nylon from lock tube, 4.1, nylon from lock tube inwall, 4.2, dead bolt, 4.3, groove, 5, roll adjustment buckle,
5.1st, through hole, 5.2, roll adjustment tooth, 5.3, guide protrusions, 6, height adjusting cushion plate, 7, insulation coupling plate, 8-1, sliding-plate bed, 8-2, base,
9th, raised column, 9.1, groove, 9.2, roll adjustment groove, 9.3, through hole, 9.4, be oriented to groove, 10, boss.
Embodiment
The present invention is illustrated with reference to the drawings and specific embodiments:
As shown in figure 1, a kind of processing method of the double-deck track switch Damping fastening system of separate type, the double-deck road of described separate type
Trouble Damping fastening system includes iron chair 3, intermediate rubber backing plate 2 and lower iron chair 1;It is provided with the upper iron chair 2
In the connector being connected with rail, the embodiment, the connector of rail connection is spring seat 8-2 and sliding-plate bed 8-1;Under described
Raised column 9 is set on iron chair 1;Separate type bilayer track switch Damping fastening system processing method is comprised the following steps that:
1) upper iron chair 3, lower iron chair 1 and the intermediate rubber backing plate 2 of size needed for being obtained by the way of directly cutting;
2) Fig. 6, Fig. 7 are combined, the perforate on the correspondence position of the lower iron chair 1, described perforate is blind hole;Or it is logical
Hole;Raised column 9 is placed in described blind hole, and welds the upper surface of described raised column 9 and the lower iron chair 1
Connection;In order to strengthen the bond strength of raised column and lower iron chair;Described perforate can also be through hole;Described raised column
9 are placed in corresponding through hole, and upper surface, the lower surface with lower iron chair 1 are welded to connect respectively;In the lower iron chair
1 middle part sets three boss 10 to fixed intermediate rubber backing plate, boss 10 and described lower iron chair 1 described in three
It is welded to connect, prevents transverse direction, the length travel of intermediate rubber backing plate 2;
3) Figure 10 is combined, locating ring 2.1 and positioning hole 2.2 are opened up on described intermediate rubber backing plate 2;Described positioning
Raised column 9 on the lower iron chair of the correspondence of ring 2.1 is set, and the raised column 9 on lower iron chair is determined through corresponding
Position ring 2.1;The boss 10 on the lower iron chair of the described correspondence of positioning hole 2.2 is set, and makes the boss on lower iron chair
10 pass through corresponding positioning hole 2.2;
4) Fig. 2, Fig. 3, Fig. 4, Fig. 5 are combined, through hole 3.1 is opened up on described upper iron chair, and make described through hole 3.1
It is correspondingly arranged with raised column 9 described on lower iron chair, raised column 9 described on lower iron chair is led to through corresponding
Hole 3.1;Spring seat 8.1 and sliding-plate bed 8.2 are welded on the correspondence position of iron chair on described;
5) be nested with nylon from lock tube 4 on the raised column 9 of lower iron chair, and make the upper surface of raised column 9 with
The upper surface of the nylon from lock tube 4 is concordant;Self-locking nylon jacket is pushed, self-locking nylon jacket wall 4.1 is in upper iron chair through hole
Between 3.1 and lower iron chair column 9;Pressure is applied to upper iron chair 3 using equipment, the rotary self-locking nylon jacket when keeping pressure
9, the dead bolt 4.2 of self-locking nylon jacket is embedded in the stake pocket 9.1 of lower iron chair, self-locking nylon jacket groove 4.3 is recessed with column
Groove 9.4 is point-blank;Lay down the pressure to upper iron chair, make iron chair 3, lower iron chair 1 and intermediate rubber backing plate 2 it
Between in locking connection status;The upper surface of the raised column 9, which has, is oriented to groove 9.4;The upper end of the raised column 9 is set
Put be machined with roll adjustment buckle 5, described roll adjustment buckle 5 it is convex with the guiding that groove coordinates of being oriented to described in raised column upper surface
Play 5.3;Described roll adjustment buckle 5 is fastened by the guiding groove 9.4 of guide protrusions 5.3 and raised column upper surface and is integrated;
6) laying insulation couples backing plate 7 between lower iron chair 1 and railway roadbed basis, and described insulation coupling backing plate 7 is used for
Insulation and non-rigid connection between fastener and railway roadbed basis;
7) height adjusting cushion plate 6 that thickness is 0~50mm is laid between insulation coupling backing plate 7 and lower iron chair 1, to line
The height on road is adjusted;
8) the roll adjustment buckle 5, the raised column 9 on lower iron chair, insulation coupling backing plate 4, have on height adjusting cushion plate 6
There is the through hole passed through to anchor bolt;Described anchor bolt sequentially passes through the through hole of roll adjustment buckle, convex described in lower iron chair
The through hole on column, the through hole on insulation coupling backing plate, the through hole on height adjusting cushion plate are played, by the double-deck track switch Damping fastening of separate type
System is fixed on the basis of railway roadbed.
The middle part of the raised column 9 has a through hole passed through to anchor bolt, and the center line of the through hole with it is upper
The center line of the through hole is overlapped on iron chair.
With reference to Fig. 8, Figure 11, the bottom of the self-locking nylon jacket 4 has dead bolt 4.2, and the bottom of the raised column 9 has
The groove 9.1 matched somebody with somebody with the lock house kiss of self-locking nylon jacket.
The roll adjustment buckle on the faying face of raised column upper surface with having guide protrusions and roll adjustment tooth;It is described raised vertical
Having on the upper surface of post on the guiding groove coordinated with guide protrusions, the upper surface of the raised column also has and roll adjustment tooth
The roll adjustment groove of cooperation.
Claims (5)
1. a kind of manufacture method of the double-deck track switch Damping fastening system of separate type, the double-deck track switch Damping fastening system of the separate type
Including upper iron chair (3), intermediate rubber backing plate (2), lower iron chair (1), nylon from lock tube (4) and anchor bolt;The centre
Rubber mat plate (2) is installed between iron chair (3) and lower iron chair (1);The upper iron chair (3) is provided with and is connected with rail
Connector;The lower iron chair (1) is provided with raised column (9), and the nylon coordinates from lock tube with raised column (9) will be upper
Iron chair (3), intermediate rubber backing plate (2), lower iron chair (1) locking link together, and the anchor bolt runs through nylon self-locking
(4), upper iron chair (3), intermediate rubber backing plate (2), lower iron chair (1) are covered, the double-deck track switch Damping fastening system of separate type is tight
Gu on the basis of railway roadbed;It is characterized in that:Directly machining obtains upper iron chair (3), the lower iron chair (1) of required size;Will
The raised column (9) is welded to connect with lower iron chair (1) upper surface or upper and lower end face.
2. the manufacture method of the double-deck track switch Damping fastening system of separate type according to claim 1, it is characterised in that:It is described
The boss (10) to fixed intermediate rubber backing plate is placed at the middle part of lower iron chair (1), by the boss (10) and lower iron chair
(1) it is welded to connect.
3. the manufacture method of the double-deck track switch Damping fastening system of separate type according to claim 1, it is characterised in that:By institute
The correspondence position for stating the connector and upper iron chair (3) that are connected with rail is welded to connect.
4. the manufacture method of the double-deck track switch Damping fastening system of separate type according to claim 1, it is characterised in that:Lower iron
Backing plate (1) lays insulation coupling plate (7) and height adjusting cushion plate (6) successively between railway roadbed, and direct cutting processing obtains required size
The height adjusting cushion plate (6).
5. the manufacture method of the double-deck track switch Damping fastening system of separate type according to claim 1, it is characterised in that:Directly
The intermediate rubber backing plate (2) of size needed for machining is obtained.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710481835.7A CN107287992A (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of the double-deck track switch Damping fastening system of separate type |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710481835.7A CN107287992A (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of the double-deck track switch Damping fastening system of separate type |
CN201511006977.5A CN105648847B (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201511006977.5A Division CN105648847B (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107287992A true CN107287992A (en) | 2017-10-24 |
Family
ID=56477161
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201511006977.5A Active CN105648847B (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
CN201710481859.2A Pending CN107447601A (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
CN201710481835.7A Pending CN107287992A (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of the double-deck track switch Damping fastening system of separate type |
Family Applications Before (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201511006977.5A Active CN105648847B (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
CN201710481859.2A Pending CN107447601A (en) | 2015-12-30 | 2015-12-30 | A kind of manufacture method of separate type bilayer track switch Damping fastening system |
Country Status (1)
Country | Link |
---|---|
CN (3) | CN105648847B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110184860A (en) * | 2018-02-23 | 2019-08-30 | 洛阳科博思新材料科技有限公司 | The double-deck track switch Damping fastening lower bolster and its manufacturing method |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107642006A (en) * | 2016-07-22 | 2018-01-30 | 洛阳科博思新材料科技有限公司 | A kind of Damping fastening |
CN106223132A (en) * | 2016-08-10 | 2016-12-14 | 安徽禹王铸业有限公司 | High-intensity anti-cracking track pad |
CN108265571B (en) * | 2017-01-03 | 2023-11-17 | 洛阳科博思新材料科技有限公司 | Vibration reduction fastener system |
CN109295817A (en) * | 2017-07-25 | 2019-02-01 | 洛阳双瑞橡塑科技有限公司 | A kind of non-linear fastener system of bilayer of low-mounting height |
CN107587392A (en) * | 2017-09-05 | 2018-01-16 | 安徽金星预应力工程技术有限公司 | A kind of spring bar III type split shock-absorption fastener |
CN209323273U (en) * | 2017-09-29 | 2019-08-30 | 洛阳双瑞橡塑科技有限公司 | A kind of double-layer vibration damping fastener |
CN108193569A (en) * | 2018-01-04 | 2018-06-22 | 上海工程技术大学 | A kind of double-layer vibration damping fastener compensates connector sleeve |
CN110409227B (en) * | 2018-04-28 | 2024-05-28 | 洛阳双瑞橡塑科技有限公司 | Low-height turnout vibration damping fastener and preparation method thereof |
CN110438850B (en) * | 2018-05-02 | 2024-03-22 | 洛阳双瑞橡塑科技有限公司 | Vibration damping fastener |
CN109371764A (en) * | 2018-12-10 | 2019-02-22 | 太仓中博铁路紧固件有限公司 | Easy opened double-layer shock-absorbing fastener and its installation method for rail |
CN109434504B (en) * | 2018-12-17 | 2024-06-11 | 安徽省巢湖铸造厂有限责任公司 | Hole processing device for turnout pad |
CN112239972A (en) * | 2020-08-28 | 2021-01-19 | 中铁工程设计咨询集团有限公司 | Vulcanization vibration damping pad and vibration damping fastener |
CN113005825A (en) * | 2021-02-01 | 2021-06-22 | 株洲时代新材料科技股份有限公司 | Track gauge keeping method and track shock absorber |
CN113718565A (en) * | 2021-08-30 | 2021-11-30 | 中铁隆昌铁路器材有限公司 | Semi-separation type double-layer nonlinear vibration attenuation fastener |
CN114481710A (en) * | 2022-02-22 | 2022-05-13 | 河北中烁轨道科技有限公司 | Composite track plate convenient to disassemble and production process thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4309515A1 (en) * | 1993-03-25 | 1994-09-29 | Butzbacher Weichenbau Gmbh | Rail arrangement |
CN2892939Y (en) * | 2006-04-05 | 2007-04-25 | 七台河鑫泉机械配件有限责任公司 | Railway switch bracing sliding plate |
CN201172782Y (en) * | 2008-04-15 | 2008-12-31 | 中铁山桥集团有限公司 | Adjusting wedge type distance-adjusting structure for turnout tie plate |
CN104179080A (en) * | 2014-09-10 | 2014-12-03 | 洛阳双瑞橡塑科技有限公司 | Vibration reduction turnout pedestal system and assembly method |
CN204356596U (en) * | 2014-12-02 | 2015-05-27 | 中铁二院工程集团有限责任公司 | A kind of heavy haul railway sleeper compound backing plate |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100780625B1 (en) * | 2006-12-13 | 2007-11-30 | 삼표이앤씨 주식회사 | Welded type clip holder rail slope compensating structure and method |
CN203065902U (en) * | 2012-12-12 | 2013-07-17 | 洛阳双瑞橡塑科技有限公司 | Separating double-layer vibration reduction fastener system easy to dismantle |
CN203755096U (en) * | 2014-01-26 | 2014-08-06 | 洛阳双瑞橡塑科技有限公司 | Connecting sleeve with locking mechanism |
CN203755095U (en) * | 2014-01-26 | 2014-08-06 | 洛阳双瑞橡塑科技有限公司 | Track gauge adjustable lower base plate |
-
2015
- 2015-12-30 CN CN201511006977.5A patent/CN105648847B/en active Active
- 2015-12-30 CN CN201710481859.2A patent/CN107447601A/en active Pending
- 2015-12-30 CN CN201710481835.7A patent/CN107287992A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4309515A1 (en) * | 1993-03-25 | 1994-09-29 | Butzbacher Weichenbau Gmbh | Rail arrangement |
CN2892939Y (en) * | 2006-04-05 | 2007-04-25 | 七台河鑫泉机械配件有限责任公司 | Railway switch bracing sliding plate |
CN201172782Y (en) * | 2008-04-15 | 2008-12-31 | 中铁山桥集团有限公司 | Adjusting wedge type distance-adjusting structure for turnout tie plate |
CN104179080A (en) * | 2014-09-10 | 2014-12-03 | 洛阳双瑞橡塑科技有限公司 | Vibration reduction turnout pedestal system and assembly method |
CN204356596U (en) * | 2014-12-02 | 2015-05-27 | 中铁二院工程集团有限责任公司 | A kind of heavy haul railway sleeper compound backing plate |
Non-Patent Citations (1)
Title |
---|
刘新成: "客运专线道岔垫板件加工工艺及质量分析", 《中国铁路》 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110184860A (en) * | 2018-02-23 | 2019-08-30 | 洛阳科博思新材料科技有限公司 | The double-deck track switch Damping fastening lower bolster and its manufacturing method |
CN110184860B (en) * | 2018-02-23 | 2021-03-19 | 洛阳科博思新材料科技有限公司 | Double-layer turnout vibration-damping fastener lower base plate and manufacturing method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN105648847A (en) | 2016-06-08 |
CN107447601A (en) | 2017-12-08 |
CN105648847B (en) | 2018-01-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107287992A (en) | A kind of manufacture method of the double-deck track switch Damping fastening system of separate type | |
CN203065902U (en) | Separating double-layer vibration reduction fastener system easy to dismantle | |
CN102979013B (en) | Easily detachable and separable double-layer shock-absorbing fastener system | |
CN104179080B (en) | A kind of vibration damping track switch base systems and assemble method | |
CN105544318B (en) | A kind of double-layer vibration damping fastener of administrative region of a city railway | |
CN203007738U (en) | Blocking-shoulder-free fastener component | |
CN101063287B (en) | Track structure of magnetic floating traffic and manufacturing method therefor | |
CN207159714U (en) | A kind of subway fastener system | |
CN201942966U (en) | Accurate adjusting device for steel rail | |
CN201648876U (en) | Ballastless rail structure | |
CN207244361U (en) | A kind of double-deck non-linear fastener system of low-mounting height | |
CN103643600A (en) | Adjustable pre-tightening force double-layer vibration attenuation buckle system | |
CN206127753U (en) | Tram track fastener | |
CN104480808A (en) | Tramcar fastener with improved insulating track gauge blocks | |
CN205874858U (en) | There is pillow not have not modern tram fastener of split of shelves shoulder elasticity | |
CN105064141A (en) | Special-shaped steel rail and steel rail glue joint insulating joint | |
CN210216140U (en) | Beam seam telescopic structure of straddle type monorail PC track beam | |
CN204849490U (en) | Compromise rail and rail splice insulated joint | |
CN109295817A (en) | A kind of non-linear fastener system of bilayer of low-mounting height | |
CN203755094U (en) | Double-layer vibration attenuation fastener system capable of adjusting pretightening force | |
CN100595380C (en) | Rail fastening piece | |
CN220335598U (en) | Novel double-block type concrete sleeper structure for station wiring and access lines | |
CN201493440U (en) | Mould cast rail-supporting shell of unballasted track board | |
CN217890853U (en) | Synthetic brake shoe hot briquetting tile nose positioner | |
RU179653U1 (en) | Metal composite overlay of Kleebolt insulating joint |
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 | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171024 |