CN108978364A - A kind of shoulder block formula Damping fastening - Google Patents
A kind of shoulder block formula Damping fastening Download PDFInfo
- Publication number
- CN108978364A CN108978364A CN201710608868.3A CN201710608868A CN108978364A CN 108978364 A CN108978364 A CN 108978364A CN 201710608868 A CN201710608868 A CN 201710608868A CN 108978364 A CN108978364 A CN 108978364A
- Authority
- CN
- China
- Prior art keywords
- backing plate
- shoulder block
- bulge
- damping fastening
- formula damping
- 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
- 238000013016 damping Methods 0.000 title claims abstract description 42
- 238000006073 displacement reaction Methods 0.000 claims abstract description 7
- 238000009413 insulation Methods 0.000 claims description 15
- 230000000694 effects Effects 0.000 abstract description 10
- 229920001971 elastomer Polymers 0.000 abstract description 10
- 239000000806 elastomer Substances 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 abstract description 4
- 239000002355 dual-layer Substances 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 45
- 238000010586 diagram Methods 0.000 description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 239000002184 metal Substances 0.000 description 8
- 229910052751 metal Inorganic materials 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000006870 function Effects 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 241001669679 Eleotris Species 0.000 description 3
- 210000000569 greater omentum Anatomy 0.000 description 3
- 239000002356 single layer Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 230000001629 suppression Effects 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E01B19/003—Means for reducing the development or propagation of noise
-
- 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
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
-
- 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
- E01B9/62—Rail fastenings incorporating resilient supports
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
A kind of shoulder block formula Damping fastening, including backing plate and anchor bolt are disclosed herein；Through-hole is provided on the backing plate, the anchor bolt wears the through-hole and the backing plate is fixed on track foundation, and at least two spring seats are provided on the upper surface of the backing plate；The backing plate is equipped with the limit shoulder block for limiting lateral displacement between backing plate and track foundation, and the limit shoulder block is cooperatively connected with the groove being arranged on the track foundation.Present invention can apply to field of track traffic, can effectively overcome defect in the prior art using the present invention, can be effectively reduced the overall cost of fastener, and can effectively shorten the length of anchor bolt；Further, additionally it is possible to realize the damping technology effect of dual layer elastomer.
Description
Technical field
This application involves but be not limited to field of track traffic, especially a kind of shoulder block formula Damping fastening.
Background technique
In recent years, it with the fast development with subway, inter-city passenger rail etc. for the Rail Transit System of representative, effectively alleviates
The nervous situation of urban transportation, and at the same time, the vibration of these mode of transportation brings, noise pollution also give the production of people raw
Work brings very big puzzlement.Rail fastening is playing the same of fixed rail function as the connecting component between rail and sleeper
When, vibration and noise reducing function is also increasingly valued by people.
Currently, being proposed a series of rail fastening products with vibration and noise reducing function in the market；And subtract numerous
It shaking in fastener product, detachable double-layer vibration damping fastener realizes two layers of elastomer vibration damping to reaching higher effectiveness in vibration suppression,
And it realizes the dismounting and change of components with can be convenient, therefore is widely applied, the deep favor by market.
In order to realize the dual layer elastomer vibration damping of rail fastening, prior art CN 2554216Y, CN 102979013A, CN
Different technical solutions has been disclosed in 205134109 U.These disclosed prior arts are in systems by two layers of pad
Plate and two layers of elastomer match realization effectiveness in vibration suppression, and in fastener system, upper layer backing plate plays the role of carrying and fixed rail,
Anchor bolt, which screws, to be screwed into the nylon sleeve being fixed in railway roadbed basis and is pressed on lower layer's backing plate, so that fastener system be consolidated
It is scheduled on the basis of railway roadbed, Fig. 1 is typical prior art construction figure.
The above-mentioned prior art can give full play to the vibration-damping function of two layers of elastomer, realize higher vibration damping amount, however also
It has the disadvantage that
1, relatively common fastener is with high costs.
In the structure of the prior art, it is both needed to double layer of metal backing plate, two layers of backing plate plays different effects respectively.This is two layers
Metal caul is highest two components of cost in entire fastener system, accounts for 70% of overall cost or more, relative to common button
For the single-layer metal backing plate of part, one layer of metal caul is added additional, is significantly increased in cost.
2, anchor bolt is longer, easily occurs shear-deformable, and there are security risks.
Anchor bolt relative to common single-layer pad board fastener is only needed through one layer of backing plate and one layer of elastomer, above-mentioned double
On the basis of anchor bolt in layer fastener then needs that upper iron plate, intermediate elastomeric, lower iron plate are pressed on railway roadbed simultaneously, entire anchor
Fixing bolt runs through upper iron plate, intermediate elastomeric, lower iron plate, directly contributes the increase of anchor bolt length.When train operation, to rail
The cross force of application is transmitted on anchor bolt, and since anchor bolt stretches out, railway roadbed foundation is relatively too long, and cross force produces
Raw shearing moment is just bigger, and anchor bolt can occur bigger shear-deformable, substantially reduces the anchor bolt service life, makes security row
There are hidden danger for vehicle.
3, common fastener is compared, prior art rail mounting height is higher.
Due to there is double layer of metal backing plate in the prior art, compared to the single-layer metal backing plate of common fastener, the prior art
Fastener height it is higher, be usually higher by 14mm or more, cause rail rail bottom higher to the height of sleeper surface.The mounting height of rail
On the one hand height requires the depth of section of subway tunnel to increase, to increase the construction cost in tunnel；Another aspect rail arrives
The height of sleeper surface is higher, and the lateral stability of rail is poorer, brings adverse effect to the safety and stability of whole system.
Summary of the invention
The technical issues of the application solves is to provide a kind of shoulder block formula Damping fastening, can effectively overcome in the prior art
Defect can be effectively reduced the overall cost of fastener, and can effectively shorten the length of anchor bolt；Further, moreover it is possible to
Enough realize the damping technology effect of dual layer elastomer.
In order to solve the above technical problems, this application provides a kind of shoulder block formula Damping fastening, including backing plate and anchor bolt；
Through-hole is provided on the backing plate, the anchor bolt wears the through-hole and the backing plate is fixed on track foundation
On, at least two spring seats are provided on the upper surface of the backing plate；
The backing plate is equipped with the limit shoulder block for limiting lateral displacement between backing plate and track foundation, the limiting block
Shoulder is cooperatively connected with the groove being arranged on the track foundation.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
The lower surface of the backing plate is arranged in the limit shoulder block；
The limit shoulder block is set as bulge-structure, and buffer layer, institute are provided between the bulge-structure and the groove
State buffer layer setting in the groove, and/or on the setting bulge-structure.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
The limit shoulder block is arranged in the backing plate and is parallel at two lateral locations of track；
Buffer layer is provided between the limit shoulder block and the groove, the buffer layer is arranged in the groove, and/
Or on the setting limit shoulder block.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
It further include the first elastic cushion and the second elastic cushion, first elastic cushion is arranged on the upper surface of the backing plate,
Second elastic cushion is arranged on the lower surface of the backing plate.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
It further include lock sleeve, in the through hole, the lock sleeve has backing plate described in clamping for the lock sleeve setting
The flange of upper surface；
The anchor bolt wears the lock sleeve and connect with the service sleeve in the track foundation.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
Further include adjusting gasket, the adjusting gasket be arranged in the backing plate upper surface and the lock sleeve flange it
Between.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
It further include insulation sleeve, the insulation is set between the backing plate and the lock sleeve.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
It further include height adjusting cushion plate, the height adjusting cushion plate is arranged between second elastic cushion and the backing plate, and/or sets
It sets between second elastic cushion and the track foundation.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
The through-hole runs through the bulge-structure.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
The lower surface of the backing plate is equipped at least two bulge-structures, and the bulge-structure is uniformly arranged in the backing plate
Lower surface on.
Above-mentioned shoulder block formula Damping fastening, can also have following features,
The lower surface of the backing plate offers the annular groove around bulge-structure setting, and the end of the buffer layer extends to
In the annular groove.
The application above-mentioned technical proposal has the following beneficial effects:
Compared with the prior art, the application can be can be realized by the mating connection between above-mentioned bulge-structure and groove
Cross spacing operation between backing plate and track foundation, can be effectively performed transmitting for cross force by shoulder block, to avoid anchor
Fixing bolt is acted on by cross shear, can effectively improve the connective stability between backing plate and track, and can be effective
Extend the service life of anchor bolt；Can by the connection between above-mentioned anchor bolt and track foundation, can be realized backing plate with
Longitudinal spacing operation between track, and provide spring installation required enough pretightning forces.
Further, the application can also can effectively reduce one layer of metal gasket by the above-mentioned backing structure being preferably provided with
The application of plate, on the one hand can directly reduce the overall cost of fastener, on the other hand can also effectively shorten the length of anchor bolt
Degree not only reduces the cost of manufacture of anchor bolt, additionally it is possible to substantially reduce the risk that anchor bolt is sheared；Meanwhile above-mentioned button
The whole of part height reduces, and can effectively increase the stability of rail system, provide to further decrease tunnel depth of section
Certain space.
Further, the application can also be can be avoided between bulge-structure and groove by the setting of above-mentioned buffer layer
Rigid contact can effectively realize flexible contact between the two by the setting of buffer layer；Meanwhile above-mentioned buffer layer is set
It sets, also can be improved the pretightning force certain to backing plate, and then can be improved the structural stability of fastener entirety.
Further, the application can also can be realized the pretightning force of middle spring pad by the setting of above-mentioned adjusting gasket
Convenient adjustment operation；It can be by the upper surface that the second elastic cushion is arranged in height adjusting cushion plate or lower surface or upper and lower surface simultaneously
Setting, can be realized the adjustment of different fastener height；In turn, it by the way that the height-regulating gasket of different-thickness is arranged, can be realized default
The adjusting of height operates.
Further, the application can also be can be realized between anchor bolt and backing plate and be had by the setting of above-mentioned insulation sleeve
There is relatively stable insulation technology effect；Above-mentioned insulation sleeve is made of nonmetallic materials, also can while playing insulating effect
Play the role of certain buffer shock-absorbing, the operation stability of fastener system can be further increased.
Other features and advantage will illustrate in the following description, also, partly become from specification
It obtains it is clear that being understood by implementing the embodiment of the present invention.The purpose of the application and other advantages can be by illustrating
Specifically noted structure is achieved and obtained in book, claims and attached drawing.
Detailed description of the invention
Attached drawing is used to provide to further understand technical scheme, and constitutes part of specification, with this
The embodiment of application is used to explain the technical solution of the application together, does not constitute the limitation to technical scheme.
Fig. 1 is the structural schematic diagram of double-layer vibration damping fastener in the prior art；
Fig. 2 is the structural schematic diagram of the embodiment of the present invention one；
Fig. 3 is the backing structure schematic diagram of the embodiment of the present invention one；
Fig. 4 is the track infrastructure schematic diagram of the embodiment of the present invention one；
Fig. 5 is the track infrastructure cross-sectional view of the embodiment of the present invention one；
Fig. 6 is the structural schematic diagram of the first elastic cushion of the embodiment of the present invention one；
Fig. 7 is the structural schematic diagram of the first elastic cushion of the embodiment of the present invention one；
Fig. 8 is the structural schematic diagram of the lock sleeve of the embodiment of the present invention one；
Fig. 9 is the partial schematic diagram one of the embodiment of the present invention one；
Figure 10 is the partial schematic diagram two of the embodiment of the present invention one；
Figure 11 is the adjusting gasket structural schematic diagram of the embodiment of the present invention one；
Figure 12 is the partial sectional view three of the embodiment of the present invention one；
Figure 13 is the insulation sleeve structural schematic diagram of the embodiment of the present invention one；
Figure 14 is the partial sectional view four of the embodiment of the present invention one；
Figure 15 is the structural schematic diagram of the embodiment of the present invention two；
Figure 16 is the backing structure schematic diagram of the embodiment of the present invention two；
Figure 17 is the structural schematic diagram of the embodiment of the present invention three；
Figure 18 is the service sleeve of the embodiment of the present invention three and the connection schematic diagram of buffer layer；
Figure 19 is the structural schematic diagram of the embodiment of the present invention four；
Figure 20 is the structural schematic diagram of the embodiment of the present invention five；
Figure 21 is the track infrastructure schematic diagram of the embodiment of the present invention five；
It illustrates:
1- rail, 2- backing plate, 21- bulge-structure, 22- through-hole, 3- track foundation, 31- groove, 32- buffer layer, 4- first
Elastic cushion, 5- anchor bolt, 6- spring, 7- lock sleeve, the second elastic cushion of 8-, 9- service sleeve, 10- adjusting gasket, 11- insulation
Set, 12- bending edge.
Specific embodiment
Embodiments herein is described in detail below in conjunction with attached drawing.It should be noted that not conflicting
In the case of, the features in the embodiments and the embodiments of the present application can mutual any combination.
Embodiment one:
As shown in Fig. 2, the embodiment of the invention provides a kind of shoulder block formula Damping fastening, including backing plate 2, anchor bolt 5, bullet
Item 6, spring seat and track gauge block are provided with through-hole 22 on backing plate 2, and anchor bolt 5 wears the through-hole 22 of backing plate 2 and consolidates backing plate 2
It is scheduled on track foundation 3；The upper surface of backing plate 2 is equipped at least two spring seats, and one end of spring 6 is arranged on spring seat,
The other end of spring 6 compresses track gauge block.
Preferably, above-mentioned backing plate 2 is equipped with the limit shoulder block for limiting lateral displacement between backing plate 2 and track foundation 3,
Limit shoulder block is cooperatively connected with the groove being arranged on track foundation 3.
In conjunction with shown in Fig. 3, Fig. 4, in the present embodiment, the lower surface of backing plate 2 is arranged in above-mentioned limit shoulder block；Limit shoulder block is set
It is set to bulge-structure 21, bulge-structure 21 is arranged in the groove 31 of track foundation 3, and above-mentioned bulge-structure 21 can be set to justify
Column structure, rectangular configuration or other similar structure.
As shown in figure 4, being provided on track foundation 3 and the matched groove 31 of bulge-structure 21.
In concrete operations, can by the mating connection between above-mentioned bulge-structure 21 and groove 31, can be realized backing plate 2 with
Transmitting can be effectively performed by bulge-structure 21 and groove 31 in cross force by the cross spacing operation between track foundation 3,
It is acted on to avoid anchor bolt 5 by cross shear, the connective stability between backing plate 2 and track can be effectively improved, with
And it can effectively extend the service life of anchor bolt 5；The connection between above-mentioned anchor bolt 5 and track foundation 3, energy can be passed through
It enough realizes that the longitudinal spacing between backing plate 2 and track operates, and spring 6 is provided, required enough pretightning forces are installed.
Compared with the prior art, the above-mentioned backing structure being preferably provided with, can effectively reduce the application of one layer of metal caul,
On the one hand the overall cost of fastener can be directly reduced, on the other hand can also effectively shorten the length of anchor bolt 5, is not only dropped
The cost of manufacture of low anchor bolt 5, additionally it is possible to substantially reduce the risk that anchor bolt 5 receives shearing；Meanwhile above-mentioned fastener height
It is whole to reduce, the stability of rail system can be effectively increased, provides certain space to further decrease tunnel depth of section.
Preferably, in order to effectively improving the connective stability between backing plate 2 and track foundation 3；In the present embodiment, on
It states and is provided with buffer layer 32 between bulge-structure and groove 31, buffer layer 32 is arranged in groove 31, and/or setting bulge-structure
On 21.
In concrete operations, by the setting of above-mentioned buffer layer 32, it can be avoided rigid between bulge-structure 21 and groove 31
Property contact, can effectively realize flexible contact between the two by the setting of buffer layer 32；Meanwhile above-mentioned buffer layer 32
Setting, also can be improved the pretightning force certain to backing plate 2, and then can be improved the structural stability of fastener entirety.
As shown in figure 5, above-mentioned buffer layer 32 is alternatively positioned on the inner surface of groove 31, or setting bulge-structure 21
Outer surface on, or be arranged on the inner surface of groove 31 and the outer surface of bulge-structure 21 simultaneously；Above-mentioned a variety of settings
Scheme can be realized preferable advantageous effects；In the present embodiment, above-mentioned buffer layer 32 can be nonmetallic materials, excellent
It is selected as rubber-plastics material buffer layer.
In conjunction with shown in Fig. 6, Fig. 7, it is preferable that further include the first elastic cushion 4 and the second elastic cushion 8, the setting of the first elastic cushion 4
On the upper surface of backing plate 2, the second elastic cushion 8 is arranged on the lower surface.In concrete operations, above-mentioned first elastic cushion 4 can be
Elastic cushion under rail, above-mentioned second elastic cushion 8 can be middle spring pad, and the setting of above-mentioned Double-layer elastic pad can greatly be sent out
The damping property of Damping fastening is waved, and then can effectively ensure that fastener structures stability when train operation.
As shown in figure 8, above-mentioned fastener system further includes lock sleeve 7 in the present embodiment, lock sleeve 7 is arranged in through-hole 22,
Lock sleeve 7 has the flange of the upper surface of clamping backing plate 2；Anchor bolt 5 wears lock sleeve 7 and is tightened against in track foundation 3
Service sleeve 9；Above-mentioned lock sleeve 7 may be configured as column structure or other similar structure.
In concrete operations, middle spring pad can be arranged on track foundation 3, and the hole on middle spring pad and track base
Service sleeve 9 and the alignment setting of groove 31 on plinth 3；Backing plate 2 is placed on middle spring pad, and the through-hole on backing plate 2
22 are aligned with the service sleeve 9 on track foundation 3, and the bulge-structure 21 on backing plate 2 is aligned with the groove 31 on track foundation 3 and sets
It sets, and bulge-structure 21 is inserted into groove 31；Elastic cushion under rail is arranged in the upper surface of backing plate 2 again, rail 1 is placed in rail
On lower elastic cushion；Spring 6 is fixed on spring 6 of backing plate 2, and spring 6 withholds the corresponding position of rail 1 by track gauge block.
In turn, lock sleeve 7 is inserted into from top to bottom in the through-hole 22 of backing plate 2, the flange of lock sleeve 7 is pressed on backing plate 2
Surface, there are gaps between 7 bottom of lock sleeve and track foundation 3, as shown in Figure 9；Anchor bolt 5 is inserted into lock sleeve from top to bottom
In 7 through-holes 22, backing plate 2 is passed through, middle spring pad enters service sleeve 9；When tightening anchor bolt 5, anchor bolt 5 is to locking
Set 7 applies pressure, and pressure is transmitted to backing plate 2 by 7 upper flange structure of lock sleeve, and then is delivered to rail by middle spring dig pass
Road basis 3.
Finally, middle spring pad is gradually compressed during anchor bolt 5 is tightened, railway spike tighten rear lock sleeve 7 with
Track foundation 3 is in close contact, and the middle spring compressed thickness of pad is identical as the gap, as shown in Figure 10, so that intermediate bullet
Property pad obtains stable precompression；Further, the present embodiment can by adjusting the gap size so that intermediate rubber
Rubber mat obtains different precompressions, and then the support stiffness of adjustable fastener.
In conjunction with shown in Figure 11, Figure 12, in order to realize that the convenient adjustment of pretightning force of middle spring pad operates；It is preferred that
Ground can also include adjusting gasket 10 in the present embodiment, and the convex of the upper surface of backing plate 2 and lock sleeve 7 is arranged in adjusting gasket 10
Between edge.
In concrete operations, when intermediate elastic cushion wear or due to other reasons make it is middle spring pad with backing plate 2 (or
Sub-rail foundation) between when there is gap, different-thickness gasket can be set under flange above lock sleeve 7, tighten anchoring again
Bolt 5 can compress middle spring pad again and eliminate gap.When such as needing to adjust middle spring pad precompression, equally locking
Setting different-thickness gasket under 7 top flanges is covered, so that middle spring pad is obtained different precompressions after tightening anchor spike again.
In order to realize the convenient adjustment operation of fastener height；It preferably, can also include that pad is turned up in the present embodiment
Plate, height adjusting cushion plate are arranged between the second elastic cushion 8 and backing plate 2, and/or setting the second elastic cushion 8 and track foundation 3 it
Between.
It, can be by the way that height adjusting cushion plate to be arranged to upper surface or lower surface or the upper and lower surface of the second elastic cushion 8 in concrete operations
It is arranged simultaneously, can be realized the adjustment of different fastener height；In turn, it by the way that the height adjusting cushion plate of different-thickness is arranged, can be realized
The adjusting of preset height operates.
In conjunction with shown in Figure 13, Figure 14, in order to realize preferable insulation effect；It preferably, can be in the present embodiment
Including insulation sleeve 11, insulation sleeve 11 is arranged between backing plate 2 and lock sleeve 7.
, can be by the setting of above-mentioned insulation sleeve 11 in concrete operations, can be realized has between anchor bolt 5 and backing plate 2
Relatively stable insulation technology effect；Above-mentioned insulation sleeve 11 is made of nonmetallic materials, also can while playing insulating effect
Play the role of certain buffer shock-absorbing, the operation stability of fastener system can be further increased.
Preferably, in the present embodiment, the lower surface of above-mentioned backing plate 2 is equipped at least two bulge-structures 21, bulge-structure 21
It is uniformly arranged on the lower surface of backing plate 2.In concrete operations, the settable multiple bulge-structures 21 in the lower surface of above-mentioned backing plate 2 are more
A bulge-structure 21 is corresponded with the groove 31 on track foundation 3, and then the connection that can be increased substantially between the two is steady
It is qualitative.
In the present embodiment, the structure type of above-mentioned spring 6 can be " e " type, or " w " type, or other
Similar structure type；In one group of diagonal position of backing plate 2, backing plate 2 is arranged in bulge-structure 21 for above-mentioned 22 structure setting of through-hole
It is not contacted between another group of diagonal position, i.e. through-hole 22 and bulge-structure 21.
Embodiment two:
A kind of shoulder block formula Damping fastening provided in this embodiment, main structure is similar with embodiment one, also include backing plate 2,
The structures such as anchor bolt 5, spring 6, spring seat and track gauge block, specific structure and between connection relationship refer to embodiment one
Record, the present embodiment is intended to illustrate difference between the two.
In conjunction with shown in Figure 15, Figure 16, in the present embodiment, above-mentioned through-hole 22 runs through bulge-structure 21.
In concrete operations, the same position on backing plate is arranged in above-mentioned through-hole 22 and bulge-structure 21, i.e., above-mentioned through-hole 22
It is above-mentioned to be preferably provided with the total weight that can be effectively reduced backing plate 2 through the setting of bulge-structure 21；In above-mentioned bulge-structure 21
The setting of empty through-hole enables to the cost of manufacture of bulge-structure 21 to reduce, and has apparent beneficial effect.
Embodiment three:
A kind of shoulder block formula Damping fastening provided in this embodiment, main structure is similar with embodiment two, also include backing plate 2,
The structures such as anchor bolt 5, spring 6, spring seat and track gauge block, specific structure and between connection relationship refer to embodiment one
Record, the present embodiment is intended to illustrate difference between the two.
In conjunction with shown in Figure 17, Figure 18, in the present embodiment, above-mentioned buffer layer 32 can be structure as a whole with service sleeve 9.
In concrete operations, above-mentioned buffer layer 32 can be integrally formed with service sleeve 9 to be direct, i.e., in the production process
Straight forming；Or seperated connection, i.e., the row connection again after being fabricated separately；Those skilled in the art, can be according to reality
Situation selects corresponding set-up mode；After buffer layer 32 and casing connection are integrated, then integral built-in is into track foundation 3
It can.
Example IV:
A kind of shoulder block formula Damping fastening is present embodiments provided, main structure is similar with embodiment one, also includes backing plate, anchor
The structures such as fixing bolt, spring, spring seat and track gauge block, specific structure and between connection relationship refer to the note of embodiment one
It carries, the present embodiment is intended to illustrate difference between the two.
In conjunction with shown in Figure 19, in the present embodiment, two sides position that backing plate is parallel to track is arranged in above-mentioned limit shoulder block
Place is set, above-mentioned limit shoulder block can be the bending edge 12 of backing plate；It also can be set between limit shoulder block and the groove of track foundation
There is buffer layer 32, above-mentioned buffer layer 32 may be provided in the groove of track foundation, may also set up on limit shoulder block, can also set simultaneously
It sets on groove and limit shoulder block；Power suffered by backing plate can be equally transferred to track foundation by the setting of above-mentioned buffer layer 32
On.
In concrete operations, a biggish groove is can be set in above-mentioned track foundation, to accommodate backing plate entirety and backing plate
Two bending edges 12 at edge；Above-mentioned two bending edge 12 can be fitted closely with the side wall of groove, and then can effectively be limited
Lateral displacement of the backing plate relative to track foundation.It should be noted that above-mentioned groove can be the groove opened up on track foundation,
Or the protrusion being arranged on track foundation, be subject to have can be with the matched confined planes of bending edge 12.
Embodiment five:
A kind of shoulder block formula Damping fastening is present embodiments provided, main structure is similar with embodiment one, also includes backing plate, anchor
The structures such as fixing bolt, spring, spring seat and track gauge block, specific structure and between connection relationship refer to the note of embodiment one
It carries, the present embodiment is intended to illustrate difference between the two.
In conjunction with shown in Figure 20, Figure 21, in the present embodiment, the lower surface of backing plate offers the annular around bulge-structure setting
The end of slot, above-mentioned buffer layer 32 extends in the annular groove.
In concrete operations, the setting of the sealing structure in annular groove can be inserted by the top of above-mentioned buffer layer 32, it can
It effectively prevent the extraneous mediums such as silt, dust, water to enter inside fastener system.Wherein, if there is impurity to enter on track foundation
Groove in, can be contacted with the shoulder block of backing plate, prevent backing plate downward displacement occurs.However, the second elasticity of the Damping fastening
Pad has certain elasticity, when train driving, in order to achieve the purpose that vibration and noise reducing, the second elastomer usually need it is to be compressed, together
When backing plate downward displacement occurs, this is nominal design features.Therefore, above-mentioned preferred sealing structure setting, can effectively prevent
Only in the groove on sundries injection basis, the operation stability of fastener system can effectively ensure that.
In the description of the present application, term " installation ", " connected ", " connection ", " fixation " etc. be shall be understood in a broad sense, example
Such as, " connection " may be fixed connection or may be dismantle connection, or integral connection；It can be directly connected, it can also be with
Indirectly connected through an intermediary.For the ordinary skill in the art, above-mentioned art can be understood as the case may be
The concrete meaning of language in this application.
In the description of this specification, the description of term " one embodiment ", " some embodiments ", " specific embodiment " etc.
Mean that particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one reality of the application
It applies in example or example.In the present specification, schematic expression of the above terms are not necessarily referring to identical embodiment or reality
Example.Moreover, description particular features, structures, materials, or characteristics can in any one or more of the embodiments or examples with
Suitable mode combines.
Although those skilled in the art should be understood that embodiment disclosed by the embodiment of the present invention is as above, described
The content only embodiment of the present invention and the embodiment that uses for ease of understanding, be not intended to limit the invention embodiment.It is any
Technical staff in fields of the embodiment of the present invention, in the premise for not departing from spirit and scope disclosed by the embodiment of the present invention
Under, any modification and variation, but the scope of patent protection of the embodiment of the present invention can be carried out in the form and details of implementation,
Still it should be subject to the scope of the claims as defined in the appended claims.
Claims (10)
1. a kind of shoulder block formula Damping fastening, including backing plate and anchor bolt；It is characterized in that,
Through-hole is provided on the backing plate, the anchor bolt wears the through-hole and the backing plate is fixed on track foundation,
At least two spring seats are provided on the upper surface of the backing plate；
The backing plate is equipped with limit shoulder block for limiting lateral displacement between backing plate and track foundation, the limit shoulder block and
The groove being arranged on the track foundation is cooperatively connected.
2. shoulder block formula Damping fastening according to claim 1, which is characterized in that
The lower surface of the backing plate is arranged in the limit shoulder block；
The limit shoulder block is set as bulge-structure, and buffer layer is provided between the bulge-structure and the groove, described slow
Rush layer setting in the groove, and/or on the setting bulge-structure.
3. shoulder block formula Damping fastening according to claim 1, which is characterized in that
The limit shoulder block is arranged in the backing plate and is parallel at two lateral locations of track；
Buffer layer is provided between the limit shoulder block and the groove；The buffer layer setting in the groove, and/or is set
It sets on the limit shoulder block.
4. shoulder block formula Damping fastening according to claim 1 or 2 or 3, which is characterized in that
It further include the first elastic cushion and the second elastic cushion, first elastic cushion is arranged on the upper surface of the backing plate, described
Second elastic cushion is arranged on the lower surface of the backing plate.
5. shoulder block formula Damping fastening according to claim 4, which is characterized in that
It further include lock sleeve, in the through hole, the lock sleeve has the upper table of backing plate described in clamping for the lock sleeve setting
The flange in face；
The anchor bolt wears the lock sleeve and connect with the service sleeve in the track foundation.
6. shoulder block formula Damping fastening according to claim 5, which is characterized in that
It further include adjusting gasket, the adjusting gasket is arranged between the upper surface of the backing plate and the flange of the lock sleeve.
7. shoulder block formula Damping fastening according to claim 5, which is characterized in that
It further include insulation sleeve, the insulation is set between the backing plate and the lock sleeve.
8. shoulder block formula Damping fastening according to claim 4, which is characterized in that
It further include height adjusting cushion plate, the height adjusting cushion plate is arranged between second elastic cushion and the backing plate, and/or setting exists
Between second elastic cushion and the track foundation.
9. shoulder block formula Damping fastening according to claim 2, which is characterized in that
The through-hole runs through the bulge-structure；The lower surface of the backing plate is equipped at least two bulge-structures, the protrusion
Structure is uniformly arranged on the lower surface of the backing plate.
10. shoulder block formula Damping fastening according to claim 2, which is characterized in that
The lower surface of the backing plate offers the annular groove around bulge-structure setting, and the end of the buffer layer extends to described
In annular groove.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017104032931 | 2017-05-31 | ||
| CN201710403293 | 2017-05-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108978364A true CN108978364A (en) | 2018-12-11 |
Family
ID=62256067
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710608868.3A Pending CN108978364A (en) | 2017-05-31 | 2017-07-24 | A kind of shoulder block formula Damping fastening |
| CN201720903683.0U Active CN207468996U (en) | 2017-05-31 | 2017-07-24 | A kind of shoulder block formula Damping fastening |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720903683.0U Active CN207468996U (en) | 2017-05-31 | 2017-07-24 | A kind of shoulder block formula Damping fastening |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN108978364A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN113201980A (en) * | 2021-04-02 | 2021-08-03 | 畅德师 | Elastic damping compression type high-grade vibration-damping split fastener for urban rail transit |
| CN113832787A (en) * | 2021-10-13 | 2021-12-24 | 株洲时代新材料科技股份有限公司 | Vibration damping connecting piece and precompression formula track vibration damping structure |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978364A (en) * | 2017-05-31 | 2018-12-11 | 洛阳科博思新材料科技有限公司 | A kind of shoulder block formula Damping fastening |
| CN108867204B (en) * | 2018-08-10 | 2024-04-26 | 洛阳科博思新材料科技有限公司 | Shoulder-blocking type fastener system |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2643920A1 (en) * | 1989-03-01 | 1990-09-07 | Allevard Ind Sa | Railway track bearing plates |
| RU15104U1 (en) * | 2000-02-18 | 2000-09-20 | Исаенко Эдуард Петрович | RAIL BOND FOR WAY ON REINFORCED CONCRETE BASIS |
| JP2002138403A (en) * | 2000-11-07 | 2002-05-14 | Railway Technical Res Inst | Vibration-proof tie plate |
| US6761322B1 (en) * | 1999-11-24 | 2004-07-13 | Pandrol Limited | Railway baseplate assembly |
| JP3122689U (en) * | 2006-04-10 | 2006-06-29 | 独立行政法人鉄道建設・運輸施設整備支援機構 | Rail fastening device |
| RU94578U1 (en) * | 2009-12-24 | 2010-05-27 | Открытое Акционерное Общество "Российские Железные Дороги" | INTERMEDIATE RAIL BOND |
| CN102979013A (en) * | 2012-12-12 | 2013-03-20 | 洛阳双瑞橡塑科技有限公司 | Easily detachable and separable double-layer shock-absorbing fastener system |
| CN203007739U (en) * | 2012-09-29 | 2013-06-19 | 中国铁道科学研究院铁道建筑研究所 | Stopping-shoulder-free fastening assembly with iron base plate |
| CN205077338U (en) * | 2015-11-03 | 2016-03-09 | 株洲时代新材料科技股份有限公司 | Elastic cushion plate under iron cushion plate |
| CN205420928U (en) * | 2015-10-16 | 2016-08-03 | 安徽省巢湖铸造厂有限责任公司 | Double -deck damping fastener of side chain formula |
| CN106245470A (en) * | 2016-07-27 | 2016-12-21 | 洛阳科博思新材料科技有限公司 | Double-layer vibration damping fastener |
| CN206052470U (en) * | 2016-07-22 | 2017-03-29 | 洛阳科博思新材料科技有限公司 | A kind of Damping fastening |
| CN207468996U (en) * | 2017-05-31 | 2018-06-08 | 洛阳科博思新材料科技有限公司 | A kind of shoulder block formula Damping fastening |
-
2017
- 2017-07-24 CN CN201710608868.3A patent/CN108978364A/en active Pending
- 2017-07-24 CN CN201720903683.0U patent/CN207468996U/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2643920A1 (en) * | 1989-03-01 | 1990-09-07 | Allevard Ind Sa | Railway track bearing plates |
| US6761322B1 (en) * | 1999-11-24 | 2004-07-13 | Pandrol Limited | Railway baseplate assembly |
| RU15104U1 (en) * | 2000-02-18 | 2000-09-20 | Исаенко Эдуард Петрович | RAIL BOND FOR WAY ON REINFORCED CONCRETE BASIS |
| JP2002138403A (en) * | 2000-11-07 | 2002-05-14 | Railway Technical Res Inst | Vibration-proof tie plate |
| JP3122689U (en) * | 2006-04-10 | 2006-06-29 | 独立行政法人鉄道建設・運輸施設整備支援機構 | Rail fastening device |
| RU94578U1 (en) * | 2009-12-24 | 2010-05-27 | Открытое Акционерное Общество "Российские Железные Дороги" | INTERMEDIATE RAIL BOND |
| CN203007739U (en) * | 2012-09-29 | 2013-06-19 | 中国铁道科学研究院铁道建筑研究所 | Stopping-shoulder-free fastening assembly with iron base plate |
| CN102979013A (en) * | 2012-12-12 | 2013-03-20 | 洛阳双瑞橡塑科技有限公司 | Easily detachable and separable double-layer shock-absorbing fastener system |
| CN205420928U (en) * | 2015-10-16 | 2016-08-03 | 安徽省巢湖铸造厂有限责任公司 | Double -deck damping fastener of side chain formula |
| CN205077338U (en) * | 2015-11-03 | 2016-03-09 | 株洲时代新材料科技股份有限公司 | Elastic cushion plate under iron cushion plate |
| CN206052470U (en) * | 2016-07-22 | 2017-03-29 | 洛阳科博思新材料科技有限公司 | A kind of Damping fastening |
| CN106245470A (en) * | 2016-07-27 | 2016-12-21 | 洛阳科博思新材料科技有限公司 | Double-layer vibration damping fastener |
| CN207468996U (en) * | 2017-05-31 | 2018-06-08 | 洛阳科博思新材料科技有限公司 | A kind of shoulder block formula Damping fastening |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN113201980A (en) * | 2021-04-02 | 2021-08-03 | 畅德师 | Elastic damping compression type high-grade vibration-damping split fastener for urban rail transit |
| CN113832787A (en) * | 2021-10-13 | 2021-12-24 | 株洲时代新材料科技股份有限公司 | Vibration damping connecting piece and precompression formula track vibration damping structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207468996U (en) | 2018-06-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207468996U (en) | A kind of shoulder block formula Damping fastening | |
| CN103088723B (en) | Track elasticity fastening devices | |
| CN202369865U (en) | Elastic fixing device of track | |
| CN103088724B (en) | Rail fixing device with function of vertical guidance | |
| CN103088722B (en) | Transverse stiffness-reinforcedrail rail fastener | |
| CN209292793U (en) | A kind of rail Damping fastening | |
| CN106245470B (en) | Double-layer vibration damping fastener | |
| CN202380369U (en) | Multi-directional vibration reduction fastener of steel track | |
| CN208981031U (en) | A kind of Damping fastening system of sandwich plate | |
| CN108978362A (en) | A kind of steel rail vibration reduction fastener | |
| CN101372823B (en) | Design method and structure of resonant type dynamic track vibration damping denoising fastener | |
| CN101413232A (en) | Method and device for designing wedge-type mounting floating rail vibration damping noise reduction fastener | |
| CN206956468U (en) | A kind of steel rail vibration reduction fastener backing plate | |
| CN201785681U (en) | Fastening device used for urban rail transit | |
| CN110373958A (en) | A kind of Damping fastening system | |
| CN203755097U (en) | Underground vibration damping rail fastener | |
| CN202347370U (en) | Transverse rigidity enhanced track fastener | |
| CN101413231A (en) | Design and structure of self-locking type rail base dynamic vibration absorber | |
| CN111576096A (en) | Retaining shoulder-free fastener for urban rail transit | |
| CN201495459U (en) | Steel rail damped vibration absorber | |
| CN209099074U (en) | A kind of shoulder block formula fastener system | |
| CN202298374U (en) | Rail fixing device with vertical orientation | |
| CN108265571B (en) | Vibration reduction fastener system | |
| CN211057514U (en) | Fastener assembly for rail sleeper retaining shoulder in ballastless track | |
| CN207244357U (en) | A kind of double-layer vibration damping fastener of low clearance |
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 |
Application publication date: 20181211 |
|
| RJ01 | Rejection of invention patent application after publication |