CN105064141B - A kind of compromise rail and rail insulating joint - Google Patents
A kind of compromise rail and rail insulating joint Download PDFInfo
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- CN105064141B CN105064141B CN201510501488.0A CN201510501488A CN105064141B CN 105064141 B CN105064141 B CN 105064141B CN 201510501488 A CN201510501488 A CN 201510501488A CN 105064141 B CN105064141 B CN 105064141B
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- rail
- arch dam
- insulating joint
- insulation
- length direction
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000009413 insulation Methods 0.000 claims description 47
- 230000008859 change Effects 0.000 abstract description 4
- 208000027418 Wounds and injury Diseases 0.000 abstract description 2
- 230000006378 damage Effects 0.000 abstract description 2
- 208000014674 injury Diseases 0.000 abstract description 2
- 230000002708 enhancing effect Effects 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000007704 transition Effects 0.000 description 6
- 230000008569 process Effects 0.000 description 4
- 238000010008 shearing Methods 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 208000012659 Joint disease Diseases 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Connection Of Plates (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Present invention firstly provides a kind of compromise rail, the rail includes rail head 11, the web of the rail 12 and the flange of rail 13, and the rail also includes arch dam 14 of the protrusion in Rail Surface.The present invention correspondingly provides a kind of rail insulating joint, and the insulating joint includes two compromise rails as described above of series connection.The insulating joint that the present invention is provided can make that the junction of two one steel rails of series connection is unlikely excessive joint gap occurs, and may be such that rail insulating joint is subject to the injury of temperature stress and impact force of train and causes the possibility of failure significantly to reduce.The present invention provide insulating joint can fully resist gapless track temperature stress change and train operation in produce impulsive force, meet the growth requirement of trans-section seamless railway.
Description
Technical field
The invention belongs to railway transportation technology field, rail insulating joint and one kind more particularly in railway construction
Compromise rail technology.
Background technology
The application of track circuit is the technological break-through that train marches toward the electric era from age of steam, and the development of gapless track is
The railway important measure that speed-raising is modernized with structure comprehensively.Rail insulated joint is the pass that track circuit is combined with gapless track
One of bond structure, the insulating joint for having insulation track circuit and seamless turnout of trans-section seamless railway must be insulated using being glued
Joint.Insulating joint is general by standard rail, clamping plate, insulating barrier (including insulation channel plate, insulating sleeve and insulating end plate)
Formed by certain technological requirement assembling splicing with fastener (including bolt, nut and flat shim).Insulating joint is except full
Outside the certain insulating requirements of foot, certain shearing strength and fatigue strength requirement is also met.Shear strength is to investigate to be glued
The important indicator of joint quality, the main performance itself and glue-line by glue-line of the anti-shearing force of existing gluded joint and rail,
The bonding force of clamping plate is determined, once glue-line is destroyed, gluded joint will fail.
It is related to a kind of all insulation joint bar of railway rail connection in utility model patent CN200820140532.5,
Category railway construction accessory technical field.The all insulation joint bar has a steel ing jaw body with bolt hole, and it is special
It is that some anti-skidding raised lines are provided with the joint face mutually touched with rail of steel ing jaw body to levy, in described ing jaw body
An insulation coating is integrally coated with the surface of anti-skidding raised line.Advantage is that integral insulation performance and antiseptic property are good, service life
It is long, while in-site installation construction is simple and convenient.Alternative existing splicing cleat insulator is used.But such clamping plate and insulation connect
The anti-shearing effect that head can bring is very limited amount of, thus its anti-failure effect to the glue-line that insulate is not obvious.
Generally speaking, existing insulating joint passes through adhesive technology by standard rail and clamping plate glue using insulating materials
It is connected into one.Because the factors such as Bonding Process quality control, adhesive material performance, track laying maintenance, extreme weather change are equal
Splicing failure of insulation may be made, cause the disease problems such as excessive joint gap disease, track bolt cutting, connection electricity occur, to the peace of circuit
Full property produces serious influence.
Therefore, improvement is made there is a need in the art for rail insulating joint and its field of components, to solve to prevent from being glued
The problem of insulating joint failure.
The content of the invention
For asking that the insulating joint field of rail gluded joint on current trans-section seamless railway and seamless turnout is present
Topic, the present invention provides a kind of enhancing rail rubber insulating joint and a kind of corresponding compromise rail, solves track circuit a large amount of
The insulating joint Problem of Failure of presence.
Present invention firstly provides a kind of compromise rail, the rail includes rail head 11, the web of the rail 12 and the flange of rail 13, the rail
Also include arch dam 14 of the protrusion in Rail Surface.Preferably, the arch dam is located at the upper surface of the flange of rail.
In a kind of specific embodiment, arch dam is shaped as trapezoidal in the vertical cross-section of rail length direction.Preferably,
The upper bottom surface of arch dam is 20~70mm in the length of rail length direction, and the height of arch dam is 10~20mm, the inclined-plane of arch dam with
Angle between baseplane is 5~60 °.In a kind of specific embodiment, the arch dam cuts in the vertical of rail length direction
Face is shaped as isosceles trapezoid.
In a kind of specific embodiment, the arch dam is arranged on adjacent on rail two on rail length direction
Position between bolt hole.Preferably, the distance of the center of the arch dam to rail length direction one end be 125~
165mm。
In a kind of specific embodiment, the arch dam is the arch dam being integrally formed on rail.
The present invention correspondingly provides a kind of rail insulating joint, and the insulating joint includes two as above institutes of series connection
The compromise rail 1 stated, the insulating end plate 8 for being arranged on two one steel rail junctions, be close to be arranged on the insulation channel plate 2 of rail both sides,
The clamping plate 3 being arranged on the outside of insulation channel plate and the insulation group that is spirally connected for being fastened on the clamping plate and insulation channel plate on rail
Part, the insulation assembly that is spirally connected includes bolt 4, nut 5, pad 6 and the insulating sleeve 7 being set on bolt periphery, institute
State the convex layer 21 for being correspondingly provided with insulation channel plate and being matched with the arch dam, be correspondingly provided with the clamping plate with the arch dam and
The recess 31 of convex layer matching.
In a kind of specific embodiment, an arch dam is respectively set per one steel rail both sides in the width direction, often
Block insulation channel plate the diverse location of its length direction set altogether two convex layers and its respectively with the arch dam of side on two one steel rails
Matching, every piece of clamping plate the diverse location of its length direction set altogether two recesses and its respectively with every piece of insulation channel plate on two
Individual convex layer matching.
In a kind of specific embodiment, the length of the clamping plate is 500~900mm, preferably 800~900mm, and
The length two ends of the insulation channel plate 0~60mm more long than the clamping plate, namely the length of insulation channel plate is not shorter than the clamping plate
Length.
The present invention changes the form of traditional rail joint, standard rail is designed as into a kind of transition rail, mainly by steel
The upper surface in rail joint fish tail space is designed as the arch dam position limiting structure of " ︹ " shape.Cleat design is and deformed steel accordingly
The supporting concave slope structure in " ︺ " shape of rail, insulation channel plate is designed as " ︹ " shape arch dam knot supporting with transition rail and clamping plate
Structure.Other structures and technique in rail insulating joint are consistent with prior art.
Brief description of the drawings
The invention will be described in more detail below based on embodiments and refering to the accompanying drawings.Wherein：
Fig. 1 is enhancing rail rubber insulating joint structure schematic diagram of the invention；
Fig. 2 is sectional view at enhancing rail rubber insulating joint bolt hole of the invention；
Fig. 3 is sectional view at enhancing rail rubber insulating joint arch dam of the invention；
Fig. 4 is enhancing rail rubber insulating joint transition rail schematic diagram of the invention；
Fig. 5 is enhancing rail rubber insulating joint clamp region schematic diagram of the invention；
Fig. 6 is the structural representation of enhancing rail rubber insulating joint insulation channel plate of the present invention；
In figure, 1, rail, 11, rail head, 12, the web of the rail, 13, the flange of rail, 14, arch dam, 2, insulation channel plate, 21, convex layer, 3, folder
Plate, 31, recess, 4, bolt, 5, nut, 6, pad, 7, insulating sleeve, 8, insulating end plate.
Specific embodiment
Present invention firstly provides a kind of compromise rail, the rail includes rail head 11, the web of the rail 12 and the flange of rail 13, the rail
Also include arch dam 14 of the protrusion in Rail Surface.Preferably, the arch dam is located at the upper surface of the flange of rail.
In a kind of specific embodiment, arch dam is shaped as trapezoidal in the vertical cross-section of rail length direction.Preferably,
The arch dam is shaped as isosceles trapezoid in the vertical cross-section of rail length direction, and arch dam upper bottom surface in rail length direction
Length is 20~70mm, and the height of arch dam is 10~20mm, and the angle between the inclined-plane and baseplane of arch dam is 5~60 °.
In a kind of specific embodiment, the arch dam is arranged on adjacent on rail two on rail length direction
Position between bolt hole.Preferably, the distance of the center of the arch dam to rail length direction one end be 125~
165mm。
In a kind of specific embodiment, the arch dam is the arch dam being integrally formed on rail.
The present invention correspondingly provides a kind of rail insulating joint, including series connection two one steel rails 1, be arranged on two steel
The insulating end plate 8 of rail junction, be close to be arranged on the insulation channel plate 2 of rail both sides, the clamping plate 3 being arranged on the outside of insulation channel plate with
And the insulation assembly that is spirally connected for being fastened on the clamping plate and insulation channel plate on rail, the insulation assembly that is spirally connected is including bolt
4th, nut 5, pad 6 and the insulating sleeve 7 being set on bolt periphery, the rail also include protrusion in Rail Surface
Arch dam 14, is correspondingly provided with the convex layer 21 matched with the arch dam on the insulation channel plate, be correspondingly provided with the clamping plate with
The arch dam and the recess 31 of convex layer matching.
Skilled artisans will appreciate that, the arch dam can be arranged at the upper surface of the flange of rail 13 of rail, be arranged at
The side of the web of the rail 12 of rail, sets the lower surface with the rail head 11 of rail, or be arranged on many places in these three positions.But
From from the point of view of being easy to rail to process, the arch dam is most preferably arranged on the upper surface of the flange of rail 13 of rail.
In a kind of specific embodiment, the arch dam is located at the upper surface of the flange of rail 13 of rail.
In a kind of specific embodiment, the arch dam is shaped as trapezoidal or convex in the vertical cross-section of rail length direction
Arc.Described trapezoidal or convex refers to the shape of the flange of rail upper surface that other positions are higher by arch dam, and the convex is for example
It is semicircle.Preferably, the arch dam is shaped as isosceles trapezoid in the vertical cross-section of rail length direction, and arch dam upper bottom surface
It is 20~70mm in the length of rail length direction, the height of arch dam is 10~20mm, the folder between the inclined-plane and baseplane of arch dam
Angle is 5~60 °.In a kind of specific embodiment, the upper bottom surface of the arch dam is 50mm in the length of rail length direction,
The height of arch dam is 16mm, and the angle between the inclined-plane and baseplane of arch dam is 45 °, so then can mutually should determine that the bottom surface of arch dam
It is 82mm in the length of rail length direction.Additionally, when arch dam is arranged on the upper surface of the flange of rail 13, the width and rail of the arch dam
The width of bottom upper surface is adapted, and connection between the arch dam and web of the rail side is seamlessly transitted.
In a kind of specific embodiment, the arch dam is arranged on the lower section between two adjacent bolts.So may be used
Avoid processing recess and causing the panel strength to reduce immediately below plywood hole.
In a kind of specific embodiment, on rail length direction, the center of the arch dam to two one steel rails
Junction distance be 125~165mm.The distance between two neighbouring bolts hole on rail length direction in single steel rail
It is 140mm, and first bolt hole to the distance of rail gap nearest with rail gap (junctions of two one steel rails) is 76mm, the arch
Slope is preferably provided at the lower section of the position between nearest first bolt hole of seam and secondary second near bolt hole of leaving the right or normal track, thus excellent
Center to the distance of rail gap for selecting the arch dam is 125~165mm.In a kind of specific embodiment, the distance is
145mm.Such arch dam is easy to Profile procoess and can avoid processing recess and causing the panel strength to reduce immediately below plywood hole.
In a kind of specific embodiment, an arch dam is respectively set per one steel rail both sides in the width direction, often
Block insulation channel plate the diverse location of its length direction set altogether two convex layers and its respectively with the arch dam of side on two one steel rails
Matching, every piece of clamping plate the diverse location of its length direction set altogether two recesses and its respectively with every piece of insulation channel plate on two
Individual convex layer matching.
In the present invention, the processing method of each part is as follows.Rail with arch dam is by the upsetting containing heating by standard rail
Thick and die mould process (being molded again to rail using special-shaped mould and forcing press) is prepared, to arch dam position during die mould
The place's of putting upset is pressed.The rail with arch dam can not be obtained by welding arch dam on standard rail in the present invention
Arrive, because the strength character of the rail with arch dam for being prepared obtaining cannot meet demand.Therefore, the band arch dam in the present invention
Rail used by steel it is identical with the steel of existing standard rail.Steel used by the clamping plate being related in the present invention equally also with it is existing
There are steel used by the standard clamping plate in technology identical, added to the material plate machine of carrying out by way of machining in the present invention
Work, obtains many two clamping plates of recess 3 compared with standard clamping plate.In the present invention, insulating end plate 8, insulating sleeve 7 and insulation
Frid 2 is the product that insulating materials shaping is obtained, and the insulating end plate 8, insulating sleeve 7 and insulation channel plate 2 use existing skill
Isolation material that is in art and meeting concerned countries standard.
Rail insulating joint in the present invention is for example applied and matched somebody with somebody on rail in switch area, wherein, the length with rail is for example
It is 3~50m, is illustrate only in Fig. 1~6 with relevant with joint section on rail length direction, without by whole steel
Rail is shown in figure completely.
In a kind of specific embodiment, the length of the clamping plate is 500~900mm, and the insulation channel plate length
Degree two ends 0~60mm more long than the clamping plate.Preferably, the length of the clamping plate is 800~900mm, and the insulation channel plate
Length in its two ends 5~30mm more long than the clamping plate.It is arranged such the effect that may be such that insulation channel plate plays abundant insulation.
In a kind of specific embodiment, the arch dam is the arch dam being integrally formed on rail.As described above, this hair
Arch dam described in bright is integrally formed during rail die mould and obtains.
Below in conjunction with accompanying drawing, the present invention will be further described.As shown in accompanying drawing 1~6, it is existing standard steel
The arch dam position limiting structure in " ︹ " shape of constant slope is processed at rail fish tail space using certain technique, other positions are not
Become, form transition rail 1.Accordingly, it is the concave slope structure in " ︺ " shape matched with rail 1, insulation tank that clamping plate 3 is processed
Plate processes " ︹ " shape structure supporting with transition rail 1 and clamping plate 3.Bolt 4, nut 5, pad 6, insulating sleeve 7 and insulation
The structures such as end plate 8 are consistent with existing structure.By existing adhesive technology by insulation channel plate 2, insulating sleeve 7, insulating end
Plate 8 is heating and curing, and forms insulation cement, tightens the bolt 4, transition rail 1 and clamping plate 3 is glued integral structure.
In the present invention, trapezoidal " arch dam " structure both sides inclined-plane forms wedge-shaped position limiting structure with the rail flange of rail, can support respectively
Tension and compression that anti-rail temperature reduction and rising are produced.The enhancing rail rubber insulating joint that the present invention is provided exists
Outside the shearing resistance that existing joint glue-line is provided, the component of the rail length direction of " arch dam " structure offer is increased again, enhance
The tension and anti-pressure ability of rail insulating joint, enhance the globality and continuity of circuit, can reduce gluded joint disease
Evil problem.Specifically, the insulating joint that the present invention is provided can make the unlikely big rail of appearance in the junction of two one steel rails of series connection
Seam, and may be such that rail insulating joint is subject to the injury of temperature stress and impact force of train and causes the possibility of failure significantly
Reduce.The present invention provide insulating joint can fully meet gapless track temperature stress change and train operation in produce
Raw impulsive force, meets the growth requirement of trans-section seamless railway.
The preferred embodiments of the present invention are the foregoing is only, is not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.It is all within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (7)
1. a kind of compromise rail, the rail includes rail head (11), the web of the rail (12) and the flange of rail (13), it is characterised in that the steel
Rail also includes arch dam (14) of the protrusion in Rail Surface, and the arch dam is located at the upper surface of the flange of rail, and arch dam is in rail length direction
Vertical cross-section be shaped as trapezoidal, the upper bottom surface of arch dam is 20~70mm in the length of rail length direction, and the height of arch dam is
10~20mm, the angle between the inclined-plane and baseplane of arch dam is 5~60 °.
2. compromise rail according to claim 1, it is characterised in that the arch dam is arranged on rail on rail length direction
Position between upper two adjacent bolts hole.
3. compromise rail according to claim 1, it is characterised in that the center of the arch dam to rail length direction one
The distance at end is 125~165mm.
4. the rail according to any one in claims 1 to 3, it is characterised in that the arch dam is integrally formed in rail
On arch dam.
5. a kind of rail insulating joint, the insulating joint include two series connection such as any one in claims 1 to 3
Described compromise rail (1), it is arranged on the insulating end plate (8) of two one steel rail junctions, is close to be arranged on the insulation of rail both sides
Frid (2), the clamping plate (3) being arranged on the outside of insulation channel plate and for the clamping plate and insulation channel plate to be fastened on rail
Be spirally connected insulation assembly, and the insulation assembly that is spirally connected is including bolt (4), nut (5), pad (6) and is set in bolt periphery
On insulating sleeve (7), the convex layer (21) matched with the arch dam, phase on the clamping plate are correspondingly provided with the insulation channel plate
The recess (31) matched with the arch dam and convex layer should be provided with.
6. insulating joint according to claim 5, it is characterised in that set per one steel rail both sides in the width direction
Put an arch dam, every piece of insulation channel plate the diverse location of its length direction set altogether two convex layers and its respectively with two one steel rails
The arch dam matching of upper side, every piece of clamping plate sets two recesses altogether in the diverse location of its length direction and it is exhausted with every piece respectively
Two convex layer matchings on edge frid.
7. insulating joint according to claim 5, it is characterised in that the length of the clamping plate is 500~900mm, and institute
State the length two ends 0~60mm more long than the clamping plate of insulation channel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510501488.0A CN105064141B (en) | 2015-08-14 | 2015-08-14 | A kind of compromise rail and rail insulating joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510501488.0A CN105064141B (en) | 2015-08-14 | 2015-08-14 | A kind of compromise rail and rail insulating joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105064141A CN105064141A (en) | 2015-11-18 |
| CN105064141B true CN105064141B (en) | 2017-06-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510501488.0A Active CN105064141B (en) | 2015-08-14 | 2015-08-14 | A kind of compromise rail and rail insulating joint |
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| Country | Link |
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| CN (1) | CN105064141B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064145B (en) * | 2015-08-14 | 2018-02-16 | 中国铁建重工集团有限公司 | A kind of rail insulating joint |
| CN109958007B (en) * | 2019-03-25 | 2024-04-26 | 铁科（北京）轨道装备技术有限公司 | Method for installing rail glue joint insulating joint and insulating joint structure |
| RU208635U1 (en) * | 2021-08-19 | 2021-12-28 | Открытое Акционерное Общество "Российские Железные Дороги" | BUTT INSULATING STRIP FOR RAILS |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3540128A1 (en) * | 1985-11-13 | 1987-05-14 | Clouth Gummiwerke Ag | ELASTIC BEARING RAIL FOR RAIL VEHICLES |
| CN2080075U (en) * | 1990-11-17 | 1991-07-03 | 北京铁路局北京科学技术研究所 | Strengthener for steel rail insulation joint |
| CN1031383C (en) * | 1993-05-04 | 1996-03-27 | 哈尔滨铁路局焊轨厂 | Method for forming shaped rails |
| CN2217638Y (en) * | 1993-05-04 | 1996-01-17 | 哈尔滨铁路局焊轨厂 | Special-shaped steel rail with bent convex-rib |
| CN2252825Y (en) * | 1996-05-16 | 1997-04-23 | 铁道部科学研究院铁道建筑研究所 | Integral enhancing rail rubber insulating joint structure |
| DE10302521A1 (en) * | 2003-01-23 | 2004-08-05 | Hermann Ortwein | Rail designed as a grooved rail for the formation of traffic routes for rail vehicles |
| CN201339150Y (en) * | 2008-12-31 | 2009-11-04 | 瓦房店正通铁路器材制造有限公司 | Steel rail mitered hot glued insulation joint |
| CN202466323U (en) * | 2012-02-02 | 2012-10-03 | 济南铁路局淄博工务工厂 | Special glue joint insulation joint for small-radius curve |
| CN204849490U (en) * | 2015-08-14 | 2015-12-09 | 中国铁建重工集团有限公司 | Compromise rail and rail splice insulated joint |
-
2015
- 2015-08-14 CN CN201510501488.0A patent/CN105064141B/en active Active
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| CN105064141A (en) | 2015-11-18 |
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Address after: 410100 No. 88 East 7 Line, Changsha Economic and Technological Development Zone, Hunan Province Patentee after: China Railway Construction Heavy Industry Co.,Ltd. Address before: 410100 No. 88 Dongqi Road, Jingkai District, Changsha City, Hunan Province Patentee before: China Railway Construction Heavy Industry Co.,Ltd. |