CN110485217A - It is a kind of for frequency modulation rail damper to be fixed on the clip on rail - Google Patents

It is a kind of for frequency modulation rail damper to be fixed on the clip on rail Download PDF

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Publication number
CN110485217A
CN110485217A CN201910798306.9A CN201910798306A CN110485217A CN 110485217 A CN110485217 A CN 110485217A CN 201910798306 A CN201910798306 A CN 201910798306A CN 110485217 A CN110485217 A CN 110485217A
Authority
CN
China
Prior art keywords
rail
clip
frequency modulation
clamping section
damper
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
Application number
CN201910798306.9A
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Chinese (zh)
Inventor
王安斌
李炜
黄浩志
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Shanghai University of Engineering Science
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Shanghai University of Engineering Science
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Filing date
Publication date
Application filed by Shanghai University of Engineering Science filed Critical Shanghai University of Engineering Science
Priority to CN201910798306.9A priority Critical patent/CN110485217A/en
Publication of CN110485217A publication Critical patent/CN110485217A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003Means for reducing the development or propagation of noise
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Clamps And Clips (AREA)

Abstract

The present invention relates to a kind of for frequency modulation rail damper to be fixed on the clip on rail, including sequentially connected first clamping section (4), the first connection circular arc (5), the second clamping section (6), the second connection circular arc (7) and third clamping section (8);First clamping section (4) is fitted tightly over the top surface of frequency modulation rail damper (3), second clamping section (6) is pressed on frequency modulation rail damper (3) side, third clamping section (8) is fitted closely with rail rail bottom (9) bottom surface, frequency modulation rail damper (3) and rail rail bottom (9) and steel rail web (2) are in close contact, clip bilateral symmetry is an entirety, the end of third clamping section (8) is additionally provided with third U-shaped end (10), and the end of the first clamping section (4) is additionally provided with the first U-shaped end (11).Compared with prior art, the present invention has many advantages, such as that production and processing is simple, enormously simplifies structure while improving pressing force.

Description

It is a kind of for frequency modulation rail damper to be fixed on the clip on rail
Technical field
The present invention relates to field of track traffic is belonged to, more particularly, to one kind for frequency modulation rail damper to be fixed on steel Clip on rail.
Background technique
Since the rapid development of rail traffic allows train operation route to be increasingly closer to residential block, the then vibration of train operation The adverse effect that dynamic and noise problem lives to people is increasing.Existing mass data shows vibration and the noise of train operation Greatly the injustice from Wheel Rail Contact is pliable, and then some scholars have developed frequency modulation rail damper effectively to administer The noise of track and vibration.Most frequency modulation rail damper is mounted on steel rail web two sides, this just it is installed after can Requirement is proposed by property, use cost and the convenience of installation and removal.
Currently, to the mode that the installation of frequency modulation rail damper mainly has bonding and fixed with clip, patent Dynamic vibration-absorbing multilayer damping-constraining steel rail silencer disclosed in CN200610023902.2 is exactly with the method for bonding, later period Maintenance is difficult, is difficult to re-use after disassembly.It is flexible, reusable using clip mode, but patent CN201220171742.7 is disclosed for steel rail vibration damping device to be fixed on the clip on rail, due to using band-like, life Processing difficulties are produced, what is used is at high cost, and the pressing force that single clip provides is smaller, not very firm after installation.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of production and processings simply, It can be directly made of the metal material bending of corresponding size, being used for frequency modulation for structure is enormously simplified while improving pressing force Rail damper is fixed on the clip on rail.
The purpose of the present invention can be achieved through the following technical solutions:
It is a kind of for frequency modulation rail damper to be fixed on the clip on rail, including sequentially connected first clamping section, First connection circular arc, the second clamping section, the second connection circular arc and third clamping section;First clamping section is fitted tightly over tune The top surface of frequency rail damper, the second clamping section are pressed on frequency modulation rail damper side, third clamping section and rail rail bottom bottom Face fits closely, and the frequency modulation rail damper and rail rail bottom and steel rail web are in close contact, and clip bilateral symmetry is One entirety, the end of the third clamping section further include third U-shaped end, and the end of first clamping section is additionally provided with One U-shaped end.Arc-shaped and the first compressed part, the third compressed part of second clamping section of the clip generate pressing force jointly.
Further, the outer profile of first clamping section is 15-50mm along the length of rail transverse direction.
Further, the first U-shaped end is box or circular arc, the symmetric part of left and right two along rail it is longitudinal away from From for 12-320mm.When using box, the straightway of box is connect with the rest part of the first compressed part with arc transition.
Further, the first U-shaped end and the top surface of frequency modulation rail damper are in close contact.
Further, the third U-shaped end is fitted closely with rail rail bottom side, when installation the U-shaped end play positioning, Snap action.
Further, second clamping section is arc-shaped, and the arc-shaped convex portion compresses frequency modulation rail The side of damper.
Further, the angle of the third clamping section and the first clamping section place plane is 0-30 °.
Further, the first connection circular arc, the second clamping section, the second connection circular arc, third U-shaped end are respectively positioned on In orthographic projection region.
Further, which is bent by the metal pipe material that section is circle, triangle or quadrangle, preferably round Shape.
Further, the clip is preferably made of spring steel material.The song of each section of connection circular arc of the clip Rate radius is determined according to the actual outer dimensions of frequency modulation rail damper.
Above-mentioned clip is directly prepared by the metal of corresponding size, and the bilateral symmetry shape of use can provide bigger pressure Clamp force, it is more firm that symmetrical pressing section can also make to compress distance away.
Compared with prior art, the invention has the following advantages that
(1) frequency modulation rail damper is fixed on rail using clamping mode, solves what adhesive method was easy to fall off Defect;
(2) stability and reliability of clamping be ensure that using design symmetry, while simpler than band-like clip structure Change, more easily produces;
(3) first clamping section of this clip and the top of frequency modulation rail damper are in close contact and than the first of band-like clip The contact area of clamping section is bigger, to make to clamp more stable, reliable;
(4) structure that clip simplifies makes to install more flexible, easy.
Detailed description of the invention
Fig. 1 is the whole sectional view being installed to single clip on rail;
Fig. 2 is the clip structural schematic diagram in embodiment 1;
Fig. 3 is the whole schematic diagram being installed to clip in embodiment 1 on rail;
Fig. 4 is the clip structural schematic diagram in embodiment 2;
Fig. 5 is the clip structural schematic diagram in embodiment 3;
Fig. 6 is the whole schematic diagram being installed to clip in embodiment 3 on rail;
Shown in figure label: rail head of rail 1, steel rail web 2, frequency modulation rail damper 3, the connection of the first clamping section 4, first Circular arc 5, the second clamping section 6, second connect circular arc 7, third clamping section 8, rail rail bottom 9, third U-shaped end 10, the first U-shaped end 11。
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment 1
As shown in Figure 1, which is a bilateral symmetry body, and the first compressed part 4 and the upper surface of frequency modulation rail damper 3 are tight Contiguity touching, the protrusion part of the second compressed part 6 and the side of frequency modulation rail damper 3 are in close contact, third compressed part 8 and rail The bottom surface of rail bottom 9 is in close contact, elasticity when the first connection circular arc 5 connect the offer installation of circular arc 7 with second, and is being installed Restore shape afterwards and pressing force is provided.
By Fig. 2, clip section is circle, and the first compressed part 4 and the angle of third compressed part 6 planar are 10 °, first The first U-shaped end 11 on clamping section 4 is box, and distance (two axial lines between distance) of two symmetric parts in left and right along rail longitudinal direction is 42mm, the outer profile of the first compressed part 4 are 36mm along the length of rail transverse direction, and installation at this time needs four clips, this four cards Left and right is staggered installation of folder two-by-two, as shown in Figure 3.
Clip needs dedicated tool when actually using installation, and three compressed parts of clip is first allowed to be in plumbness, The third clamping section 8 of clip is passed through to the rail bottom for making third U-shaped end 10 arrive at other side rail by rail foot from rail bottom afterwards Place, after third U-shaped end 10 is blocked to the side of rail rail bottom, clip is pulled up around third U-shaped end 10 again using specific purpose tool The dynamic upper end for being located at frequency modulation rail damper 3 up to the first compressed part 4, the first compressed part of slow release 4 is until the first compressed part 4 It is bonded the upper surface of frequency modulation rail damper 3, the surface compressed needed for each compressed part can fit closely at this time is installed. It should be pointed out that only needing to pay attention to 9 side of clamping rail rail bottom always of symmetrical two third U-shapeds end 10 in installation process Face ensures that the situation that entire clip is well-located, is not in skew.Clip is during the installation process by the first connection circular arc 5 Circular arc 7 is connect with second and third compressed part 8 provides deformation, and after the installation is completed, the first connection circular arc 5 connect circular arc with second 7 common offer pressing forces.
Embodiment 2
By Fig. 4, unlike the first embodiment, clip section is rectangle, and the first compressed part 4 is with third compressed part 8 in plane Interior angle is 12 °, the first U-shaped end 11 on the first clamping section 4 be it is arc-shaped, two symmetric parts in left and right are along rail longitudinal Distance is 50mm, and 4 outer profile of the first compressed part of clip is 38mm along the length of rail transverse direction, and installation at this time is also required to four cards Folder, mounting means are similar to Example 1.
Embodiment 3
By Fig. 5, unlike the first embodiment, it is 14 ° that the first compressed part 4, which compresses 8 angles planar with third, The first U-shaped end 11 on first clamping section 4 be it is arc-shaped, distance of two symmetric parts in left and right along rail longitudinal direction is 300mm, is blocked 4 outer profile of the first compressed part of folder is 40mm along the length of rail transverse direction, and installing at this time only needs two clips, as shown in fig. 6, two A clip or so is staggered installation of.
Embodiment 4
With reference to Fig. 1, unlike the first embodiment, clip section is triangle, and the first compressed part 4 exists with third compressed part 8 Angle in plane is 0 °, the first U-shaped end 11 on the first clamping section 4 be it is arc-shaped, two symmetric parts in left and right are vertical along rail To distance be 15mm, 4 outer profile of the first compressed part of clip is 12mm along the length of rail transverse direction, installs be also required to four at this time A clip, mounting means are similar to Example 1.
Embodiment 5
With reference to Fig. 5, unlike the first embodiment, clip section be it is trapezoidal, the first compressed part 4 is with third compressed part 8 flat Angle in face is 30 °, the first U-shaped end 11 on the first clamping section 4 be it is arc-shaped, left and right two symmetric parts along rail longitudinal direction Distance be 50mm, 4 outer profile of the first compressed part of clip is 320mm along the length of rail transverse direction, installs be also required to two at this time A clip, mounting means are similar to Example 3.
Above embodiments are merely to illustrate technical solution of the present invention, are not limitations of the present invention, the art Change that those of ordinary skill is made within the essential scope of the present invention, substitution, modification, simplification are equivalent transformation, not It is detached from spirit of the invention, also should belong to claims of the invention.

Claims (10)

1. it is a kind of for frequency modulation rail damper to be fixed on the clip on rail, including sequentially connected first clamping section (4), First connection circular arc (5), the second clamping section (6), the second connection circular arc (7) and third clamping section (8);First clamping section (4) it is fitted tightly over the top surface of frequency modulation rail damper (3), the second clamping section (6) are pressed on frequency modulation rail damper (3) side Face, third clamping section (8) are fitted closely with rail rail bottom (9) bottom surface, the frequency modulation rail damper (3) and rail rail bottom (9) it is in close contact with steel rail web (2), which is characterized in that clip bilateral symmetry is an entirety, the third clamping section (8) end is additionally provided with third U-shaped end (10), and the end of first clamping section (4) is additionally provided with the first U-shaped end (11).
2. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the outer profile of first clamping section (4) is 15-50mm along the length of rail transverse direction.
3. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the first U-shaped end (11) is box or arc-shaped, and distance of the symmetric part of left and right two along rail longitudinal direction is 12- 320mm。
4. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the top surface of the first U-shaped end (11) and frequency modulation rail damper (3) is in close contact.
5. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the third U-shaped end (10) is fitted closely with rail rail bottom (9) side.
6. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In second clamping section (6) is arc-shaped, which compresses the side of frequency modulation rail damper (3).
7. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In, the third clamping section (8) and the first clamping section (4) angle planar be 0-30 °.
8. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In first connection circular arc (5), the second clamping section (6), the second connection circular arc (7), third U-shaped end (10) are respectively positioned on In orthographic projection region.
9. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the clip is bent by the metal pipe material that section is circle, triangle or quadrangle.
10. according to claim 1 a kind of for frequency modulation rail damper to be fixed on the clip on rail, feature exists In the clip is made of spring steel material.
CN201910798306.9A 2019-08-27 2019-08-27 It is a kind of for frequency modulation rail damper to be fixed on the clip on rail Pending CN110485217A (en)

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CN201910798306.9A CN110485217A (en) 2019-08-27 2019-08-27 It is a kind of for frequency modulation rail damper to be fixed on the clip on rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910798306.9A CN110485217A (en) 2019-08-27 2019-08-27 It is a kind of for frequency modulation rail damper to be fixed on the clip on rail

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CN110485217A true CN110485217A (en) 2019-11-22

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Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996003547A1 (en) * 1994-07-22 1996-02-08 Allevard Device for attaching a track rail to a sleeper
JPH10159896A (en) * 1996-11-26 1998-06-16 Railway Technical Res Inst Magnetic composite type vibration damping member and vibration damping construction method
EP0849495A2 (en) * 1996-11-26 1998-06-24 C.I. Kasei Co., Ltd Magnetic-vibration-damper of composite type and damping construction method
WO2005007969A1 (en) * 2003-07-15 2005-01-27 Corus Uk Limited Rail damper clip
EP1876295A2 (en) * 2006-07-03 2008-01-09 Corus UK LTD. Rail dampers
CN201245798Y (en) * 2008-08-19 2009-05-27 北京城建设计研究总院有限责任公司 Fixture fixing steel rail damping plate
CN202530345U (en) * 2012-04-20 2012-11-14 希伦斯轨道交通科技股份有限公司(香港) Steel rail absorber
CN202626773U (en) * 2012-04-20 2012-12-26 冯奇境 Clip for fixing steel rail shock absorber on steel rail
CN203144850U (en) * 2013-03-06 2013-08-21 史向东 Railway switch snow melting heating strip fixing clamp
CN203821180U (en) * 2014-01-20 2014-09-10 铁道第三勘察设计院集团有限公司 Elastic clamp plate of steel rail additional component
CN205636376U (en) * 2016-04-19 2016-10-12 安境迩(上海)科技有限公司 Rail resonator damper
WO2018150167A1 (en) * 2017-02-16 2018-08-23 Embedded Rail Technology Limited Rail installation method and rail system
CN208455376U (en) * 2017-12-22 2019-02-01 安境迩(上海)科技有限公司 Wideband formula rail resonator damper
CN208717667U (en) * 2018-08-13 2019-04-09 青岛科而泰环境控制技术有限公司 Rail additional component spring chuck
CN210975388U (en) * 2019-08-27 2020-07-10 上海工程技术大学 Clamp for fixing frequency-modulated rail damper on rail

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996003547A1 (en) * 1994-07-22 1996-02-08 Allevard Device for attaching a track rail to a sleeper
JPH10159896A (en) * 1996-11-26 1998-06-16 Railway Technical Res Inst Magnetic composite type vibration damping member and vibration damping construction method
EP0849495A2 (en) * 1996-11-26 1998-06-24 C.I. Kasei Co., Ltd Magnetic-vibration-damper of composite type and damping construction method
WO2005007969A1 (en) * 2003-07-15 2005-01-27 Corus Uk Limited Rail damper clip
EP1876295A2 (en) * 2006-07-03 2008-01-09 Corus UK LTD. Rail dampers
CN201245798Y (en) * 2008-08-19 2009-05-27 北京城建设计研究总院有限责任公司 Fixture fixing steel rail damping plate
CN202530345U (en) * 2012-04-20 2012-11-14 希伦斯轨道交通科技股份有限公司(香港) Steel rail absorber
CN202626773U (en) * 2012-04-20 2012-12-26 冯奇境 Clip for fixing steel rail shock absorber on steel rail
CN203144850U (en) * 2013-03-06 2013-08-21 史向东 Railway switch snow melting heating strip fixing clamp
CN203821180U (en) * 2014-01-20 2014-09-10 铁道第三勘察设计院集团有限公司 Elastic clamp plate of steel rail additional component
CN205636376U (en) * 2016-04-19 2016-10-12 安境迩(上海)科技有限公司 Rail resonator damper
WO2018150167A1 (en) * 2017-02-16 2018-08-23 Embedded Rail Technology Limited Rail installation method and rail system
CN208455376U (en) * 2017-12-22 2019-02-01 安境迩(上海)科技有限公司 Wideband formula rail resonator damper
CN208717667U (en) * 2018-08-13 2019-04-09 青岛科而泰环境控制技术有限公司 Rail additional component spring chuck
CN210975388U (en) * 2019-08-27 2020-07-10 上海工程技术大学 Clamp for fixing frequency-modulated rail damper on rail

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