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CN205088533U - Compression type damping fastener - Google Patents

Compression type damping fastener Download PDF

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Publication number
CN205088533U
CN205088533U CN201520880950.8U CN201520880950U CN205088533U CN 205088533 U CN205088533 U CN 205088533U CN 201520880950 U CN201520880950 U CN 201520880950U CN 205088533 U CN205088533 U CN 205088533U
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China
Prior art keywords
base
backing plate
compression
type damping
plate
Prior art date
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CN201520880950.8U
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Chinese (zh)
Inventor
田振清
郝伟亚
高一轩
王小兵
蔡骋
蔡灏
肖中岭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Investment Technology (Beijing) Co., Ltd.
Original Assignee
Metro Land Corp Ltd
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Priority to CN201520880950.8U priority Critical patent/CN205088533U/en
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Abstract

The utility model provides a compression type damping fastener, compression type damping fastener includes: the base sets up on the sleeper, the base has base bottom plate and follow the base that the base bottom plate extends out keeps off the shoulder, the backing plate of floating sets up and is in on the base, the lateral displacement restraint layer presss from both sides and establishes the backing plate lateral wall with the base keeps off between the shoulder, the vertical displacement restraint layer presss from both sides and establishes the backing plate bottom plate with between the base bottom plate, a fixing bolt fastens the base on the sleeper, the 2nd fixing bolt fixes the rail through resilient means float on the backing plate. The utility model discloses can increase the buffering deflection of rail under the lateral displacement volume that does not increase the railhead, both guarantee driving safety, have higher vibration isolation ability again, can solve the environmental vibration problem due to the train operation effectively.

Description

Compression-type Damping fastening
Technical field
The utility model relates to field of track traffic, is specifically related to the steel rail vibration reduction fastener for track vibration isolation in urban track traffic, i.e. a kind of compression-type Damping fastening.
Background technology
Urban track traffic is while bringing convenience to people's trip, and wheel track coupled vibrations brings vibration and noise pollution problem also to neighboring buildings and resident.At this moment, Damping fastening is used to be the effective measures slowing down surrounding enviroment vibration in orbit.
Current existing various Damping fastening is all utilizing respective form of structure and methods to control rail deflection and lateral displacement, the different vibration isolation amount that causes of control effects is also different, but the anti-vibration performance of current most Damping fastening is not high.
In sum, there is following problem in prior art: existing various Damping fastening anti-vibration performance is not high.
Utility model content
The utility model provides a kind of compression-type Damping fastening, to solve the not high problem of existing various Damping fastening anti-vibration performance.
For this reason, the utility model proposes a kind of compression-type Damping fastening, described compression-type Damping fastening comprises:
Base, is arranged on sleeper; The base shoulder block that described base has base plate and extends out from described base plate;
Floating backing plate, is arranged on described base, the backing plate sidewall that described floating backing plate has bed piece and extends out from described bed piece;
Lateral displacement restraint layer, is folded between described backing plate sidewall and described base shoulder block;
Vertical displacement restraint layer, is folded between described bed piece and described base plate;
Described lateral displacement restraint layer and vertical displacement constraint floating backing plate is floating or separate from described base;
First set bolt, is fastened on base on sleeper;
Second set bolt, is fixed on rail on described floating backing plate by elastic device.
Further, described base is also provided with the positive stop lug boss limiting floating backing plate length travel, described positive stop lug boss is protruding upward from described base plate.
Further, described first set bolt is stud; Base, between described bed piece and described base plate, is fastened on sleeper by first of described stud; Second of described stud be positioned at described first top and above the bed piece being pushed against described floating backing plate by spring.
Further, between described floating backing plate and stud, there is clearance space.
Further, described elastic pressed piece is spring.
Further, the number of described base shoulder block is two, and two base shoulder blocks lay respectively at the both sides of described base plate and stretch out vertically upward.
Further, described compression-type Damping fastening also comprises: be arranged on the sleeper height adjusting cushion plate between described base plate and described sleeper.
Further, described vertical displacement restraint layer is rubber pad.
Further, described vertical displacement restraint layer is solid rectangular rubber plate or the backing plate be made up of multiple rubber cone or is the rubber mat plate with hole slot.
Fastener of the present utility model can be retrained the transverse movement of rail and vertical motion respectively by floating backing plate, lateral displacement restraint layer and vertical displacement restraint layer, and two constraint impacts are each other lower, fastener can be allowed to carry out independent value at the rigidity value of all directions and damping value according to actual needs, thus realize high-grade vibration vibration isolation amount under guarantee travel safety.
The utility model can strengthen the buffering deflection of rail under the lateral displacement amount not increasing rail head, both ensure that travel safety, there is again higher vibration isolation capability, effectively can solve the ambient vibration problem caused by train operation, be applicable to compression-type Damping fastening JT-YS-01.
Accompanying drawing explanation
Fig. 1 is compression-type Damping fastening perspective view of the present utility model;
Fig. 2 is the structural representation of the positive stop lug boss on base of the present utility model.
Drawing reference numeral illustrates:
1 base, 2 floating backing plates, 3 lateral displacement restraint layers, 4 vertical displacement restraint layers, 5 sleeper height adjusting cushion plates, 6 flange of rail backing plates, 7 first set bolts, 9 second set bolts, 10 elastic devices, 11 base shoulder blocks, 12 positive stop lug boss, 13 base plates, 20 sleepers, 30, rail, first of 71 studs, second of stud described in 72,75 springs
Detailed description of the invention
In order to there be understanding clearly to technical characteristic of the present utility model, object and effect, now contrast accompanying drawing and the utility model is described.
As depicted in figs. 1 and 2, the utility model provides a kind of compression-type Damping fastening, and described compression-type Damping fastening comprises:
Base 1, is arranged on sleeper 20; The base shoulder block 11 that described base 1 has base plate and extends out from described base plate, base shoulder block 11 is spacing to floating backing plate; The number of described base shoulder block is two, and two base shoulder blocks lay respectively at the both sides of described base plate and stretch out vertically upward, thus can be spacing to floating backing plate from both sides;
Floating backing plate 2, is arranged on described base 1, the backing plate sidewall that described floating backing plate 2 has bed piece and extends out from described bed piece 13; Bed piece extends in the horizontal direction, and backing plate sidewall vertically extends;
Lateral displacement restraint layer 3, be folded between described backing plate sidewall and described base shoulder block 11, lateral displacement restraint layer 3 is vertically arranged;
Vertical displacement restraint layer 4, be folded between described bed piece and described base plate 13, vertical displacement restraint layer 4 is horizontally disposed with;
First set bolt 7, is fastened on base 1 on sleeper 20;
Second set bolt 9, is fixed on rail 30 on described floating backing plate 2 by elastic device 10.
Described lateral displacement restraint layer 3 and vertical displacement constraint 4 floating backing plate 2 is floating or separate from described base 1, to play the effect of buffering or vibration isolation to rail; Because lateral displacement restraint layer 3 is mutually vertical with the constraint direction of vertical displacement constraint 4, therefore, two constraint impacts are each other lower, fastener can be allowed to carry out independent value at the rigidity value of all directions and damping value according to actual needs, thus realize high-grade vibration vibration isolation amount under guarantee travel safety.
Further, described base 1 is also provided with the positive stop lug boss 12 limiting floating backing plate length travel, described positive stop lug boss 12 is protruding upward from described base plate 13.In this lug boss position, floating backing plate 2 has dug corresponding groove, can limit the length travel of floating backing plate 2 along rail after boss and groove fit.
Further, described first set bolt 7 is stud; First 71 (first nut) of described stud, between described bed piece and described base plate, base 1 through base plate, thus is fastened on sleeper 20 by the screw rod of stud; Second 72 (second nut) of described stud be positioned at described first 71 top and above the bed piece being pushed against described floating backing plate by spring 75, adopt stud can firm banking and floating backing plate preferably, and by bolt, packing ring and spring, precompressed is carried out to floating backing plate 2.
Further, described lateral displacement restraint layer 3 is elastomeric material, is connected with base by vulcanization process with floating backing plate.At this moment, this rubber has the mechanical characteristic of resistance to compression not shearing resistance, adds face effect of restraint, makes floating backing plate 2 can be subject to very big constraint in lateral displacement and flip angle, and the motion effects of lateral displacement constraint rubber pad to floating backing plate 2 vertical direction is less.
Lateral displacement restraint layer 3 also can have certain degree of hardness, elastic layer that friction factor is low and wear-resisting for surface, and this bed course is only fixed with base shoulder block 11 and is connected.Under floating backing plate 2 lateral turnover of restriction and displacement, do not limit the sliding relative movement of its vertical direction.
Further, between described floating backing plate 2 and stud, there is clearance space.Have larger radial clearance between stud 7 and floating backing plate 2, the two can not directly contact, and prevents floating backing plate 2 from vibration processes, producing larger cross shear to stud.
Further, described elastic pressed piece 10 is spring, can elastic compression rail 30.Second set bolt 9 is such as the T-shaped bolt of fastening spring.
Further, described compression-type Damping fastening also comprises: be arranged on the sleeper height adjusting cushion plate 5 between described base plate 13 and described sleeper 20, to play the effect of heightening.
Further, described vertical displacement restraint layer 4 is rubber pad, to play the effect of vibration isolation.
Further, the material model of described vertical displacement restraint layer 4, thickness and space structures form, determine anti-vibration performance, suitable material model can be selected according to parameter requirements, thickness and space structures form, selection vertical displacement restraint layer 4 is solid rectangular rubber plate or the backing plate be made up of multiple rubber cone or is the rubber mat plate with hole slot.
The Damping fastening that the utility model provides, be such as compression-type Damping fastening JT-YS-01 or be applicable to compression-type Damping fastening JT-YS-01, high-grade anti-vibration performance can be realized under guarantee travel safety, solve train through the out-of-date vibration pollution to surrounding enviroment.
The foregoing is only the schematic detailed description of the invention of the utility model, and be not used to limit scope of the present utility model.For each ingredient of the present utility model can mutually combine under the condition of not conflicting; any those skilled in the art; equivalent variations done under the prerequisite not departing from design of the present utility model and principle and amendment, all should belong to the scope of the utility model protection.

Claims (9)

1. a compression-type Damping fastening, is characterized in that, described compression-type Damping fastening comprises:
Base, is arranged on sleeper; The base shoulder block that described base has base plate and extends out from described base plate;
Floating backing plate, is arranged on described base, the backing plate sidewall that described floating backing plate has bed piece and extends out from described bed piece;
Lateral displacement restraint layer, is folded between described backing plate sidewall and described base shoulder block;
Vertical displacement restraint layer, is folded between described bed piece and described base plate;
Described lateral displacement restraint layer and vertical displacement constraint floating backing plate is floating or separate from described base;
First set bolt, is fastened on base on sleeper;
Second set bolt, is fixed on rail on described floating backing plate by elastic device.
2. compression-type Damping fastening as claimed in claim 1, it is characterized in that, described base is also provided with the positive stop lug boss limiting floating backing plate length travel, described positive stop lug boss is protruding upward from described base plate.
3. compression-type Damping fastening as claimed in claim 1, it is characterized in that, described first set bolt is stud; Base, between described bed piece and described base plate, is fastened on sleeper by first of described stud; Second of described stud be positioned at described first top and above the bed piece being pushed against described floating backing plate by spring.
4. compression-type Damping fastening as claimed in claim 1, is characterized in that having clearance space between described floating backing plate and stud.
5. compression-type Damping fastening as claimed in claim 1, it is characterized in that, described elastic pressed piece is spring.
6. compression-type Damping fastening as claimed in claim 1, it is characterized in that, the number of described base shoulder block is two, and two base shoulder blocks lay respectively at the both sides of described base plate and stretch out vertically upward.
7. compression-type Damping fastening as claimed in claim 1, it is characterized in that, described compression-type Damping fastening also comprises: be arranged on the sleeper height adjusting cushion plate between described base plate and described sleeper.
8. compression-type Damping fastening as claimed in claim 1, it is characterized in that, described vertical displacement restraint layer is rubber pad.
9. compression-type Damping fastening as claimed in claim 8, is characterized in that, described vertical displacement restraint layer is solid rectangular rubber plate or the backing plate be made up of multiple rubber cone or is the rubber mat plate with hole slot.
CN201520880950.8U 2015-11-06 2015-11-06 Compression type damping fastener Active CN205088533U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520880950.8U CN205088533U (en) 2015-11-06 2015-11-06 Compression type damping fastener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520880950.8U CN205088533U (en) 2015-11-06 2015-11-06 Compression type damping fastener

Publications (1)

Publication Number Publication Date
CN205088533U true CN205088533U (en) 2016-03-16

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930160A (en) * 2017-02-16 2017-07-07 京投科技(北京)有限公司 A kind of steel rail vibration reduction fastener for railcar phase library interior lines
CN107217555A (en) * 2017-06-29 2017-09-29 中铁第四勘察设计院集团有限公司 Fastener for rail transit with antidumping insulating pad
CN107338688A (en) * 2017-08-31 2017-11-10 中铁第四勘察设计院集团有限公司 Include the fastener for rail transit of the insulating pad with bulge-structure
CN107761482A (en) * 2017-11-06 2018-03-06 西安卓控环保科技有限公司 A kind of elastic chute-type Damping fastening suitable for railcar phase library interior lines

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930160A (en) * 2017-02-16 2017-07-07 京投科技(北京)有限公司 A kind of steel rail vibration reduction fastener for railcar phase library interior lines
CN106930160B (en) * 2017-02-16 2019-02-19 京投科技(北京)有限公司 A kind of steel rail vibration reduction fastener for railcar phase library interior lines
CN107217555A (en) * 2017-06-29 2017-09-29 中铁第四勘察设计院集团有限公司 Fastener for rail transit with antidumping insulating pad
CN107338688A (en) * 2017-08-31 2017-11-10 中铁第四勘察设计院集团有限公司 Include the fastener for rail transit of the insulating pad with bulge-structure
CN107761482A (en) * 2017-11-06 2018-03-06 西安卓控环保科技有限公司 A kind of elastic chute-type Damping fastening suitable for railcar phase library interior lines
CN107761482B (en) * 2017-11-06 2023-09-08 成都卓控环保科技有限公司 Elastic sliding groove type vibration damping fastener suitable for inner line of subway vehicle section warehouse

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GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 315099 No. 238 East Zhongshan Road, Ningbo, Zhejiang, Haishu

Patentee after: Beijing Investment Development Limited by Share Ltd

Address before: 315099 No. 238 East Zhongshan Road, Ningbo, Zhejiang, Haishu

Patentee before: METRO LAND CORPORATION LTD.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20171025

Address after: 101300 Beijing city Shunyi District houshayu Fu Street No. 6

Patentee after: Beijing Investment Technology (Beijing) Co., Ltd.

Address before: 315099 No. 238 East Zhongshan Road, Ningbo, Zhejiang, Haishu

Patentee before: Beijing Investment Development Limited by Share Ltd