CN208965323U - A kind of modified groove profile rail compromise joint - Google Patents
A kind of modified groove profile rail compromise joint Download PDFInfo
- Publication number
- CN208965323U CN208965323U CN201821551735.3U CN201821551735U CN208965323U CN 208965323 U CN208965323 U CN 208965323U CN 201821551735 U CN201821551735 U CN 201821551735U CN 208965323 U CN208965323 U CN 208965323U
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- China
- Prior art keywords
- rail
- section
- groove profile
- track
- linkage section
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Abstract
The utility model discloses a kind of modified groove profile rail compromise joints, it is related to track field, including grooved track section, changeover portion and I-rail linkage section, the rail lip thickness of three is equal, the shape and height of the rail head of the grooved track section are identical as groove profile rail, the rail groove width of the I-rail linkage section is greater than the grooved track section, the track slot of the changeover portion is connected smoothly the track slot of the I-rail linkage section and the track slot of the grooved track section, the I-rail linkage section are weldingly connected with I-rail.The utility model is able to guide wheel and can smoothly enter into and move about along groove profile rail working edge, and vehicle traveling comfort and safety when improving wheel track transition maintain the protective effect of rail lip.
Description
Technical field
The utility model relates to track fields, and in particular to a kind of modified groove profile rail compromise joint.
Background technique
First developing public transport is the important Transportation Develop ment Strategy in China, and modern tram is public as the intermediate level
Traffic system becomes the inexorable trend of public transport development with its hommization, large capacity, environmental protection, energy conservation, the feature in modern times.
In the rail system of modern tram, main track mainly uses groove-shape rail.It is used in modern tram
Greening, which mats formation, hardens the differences such as mat formation mats formation under conditions of form, and groove profile rail can effectively play the buffer action mated formation with wheel track
Its rail lip can play the role of guard rail to improve tramcar operation reliability to protection paving structure simultaneously.In view of economy and
Technical requirement, modern tram mainly use 50kg/m rail in parking lot line, are a kind of I-rails.In some route sections
Groove-shape rail and above-mentioned I-rail need to be attached by point.There are mainly two types of the connection methods of existing difference rail rail type,
Special-shaped fishtail clamping plate connection method and different rail rail type weldings.
1. special-shaped fishtail clamping plate connection method
For special-shaped fishtail clamping plate connection method, since the height section of modern tram difference rail type is different, tie point
The stress of generation is concentrated, and manufacturing process is complicated, and intensity is not so good as common fish platee, Broken condition is often occurred, is seriously jeopardized row
Vehicle safety.
2. different rail rail type weldings
For different rail rail type weldings, need using special-shaped solder joint, by two kinds of differences with certain altitude difference
The rail welding of model is together.Since special-shaped welding procedure this at present is still immature, welding point poor toughness, mechanical property
It differing greatly with rail base material, stress concentration effect is obvious, crackle easily occurs at the ballast bed equal biggish structure of relative settlements,
The case where being even broken, seriously jeopardizes traffic safety.The location of this kind of method connection is generally required using solid concrete roabed etc.
The high organization plan of cost, it is less economical, and require to limit vehicle by speed, influence modern tram operation
Efficiency.
As the utility model patent of application number 201520006789.1 discloses one kind for modern tram difference rail
The connection slot is respectively welded using grider rail rail head and an I-rail rail head by both ends for the transition rail connected between type
Type rail and I-rail are connected in middle transition section using chamfered transition, though the structure enables the intensity being welded to connect and reliability obtain
Certain raising has been arrived, but has still been had the disadvantage that.
Train wheel is " snakelike " travelling on rail, and when on common rail, that is, I-rail, wheel is in unguarded
Free state, and enter groove profile rail region, the rail lip of groove profile rail will limit freely moving about for wheel, can play certain anti-
Shield effect.In view of actual use in wheel because abrasion wheel rim can be allowed to move down in orbit, since compromise joint is to be in
The transitional region of common rail and groove profile rail, in joint location, it may occur that wheel track transition, after wheel rim moves down, the rail of groove profile rail
Lip portion may send with wheel rim and collide, therefore under the stability of coupling part train operation and safety meeting substantially
Drop.
Utility model content
The purpose of this utility model is to provide a kind of modified groove profile rail compromise joints, overcome in the prior art in abnormal shape
The be connected to each other rail lip of part grider rail of track may collide with wheel, significantly reduce the stability and peace of train operation
The defect of full property.
The modified groove profile rail compromise joint, including grooved track section, changeover portion and I-rail linkage section, three's
Rail lip thickness is equal, and the shape and height of the rail head of the grooved track section are identical as groove profile rail, the I-rail linkage section
Rail groove width is greater than the grooved track section, and the track slot of the changeover portion is connected smoothly the track slot of the I-rail linkage section
With the track slot of the grooved track section, the I-rail linkage section is weldingly connected with I-rail.
Preferably, the rail bottom depth of the I-rail linkage section is identical as the I-rail rail bottom but is less than the groove profile rail
Road section, the rail bottom of the changeover portion are inclination rail bottom of the connection grooved track section to the I-rail linkage section.
Preferably, the compromise joint is forged and pressed by one section of grooved track, and web of the rail height is less than in the changeover portion
The part web of the rail thickness of channel suspending rail section is larger.
Preferably, the rail bottom width of the changeover portion is greater than connected I-rail rail bottom, the company of the I-rail linkage section
The rail bottom width for connecing end is equal with the I-rail rail bottom, and the connecting pin side of the I-rail linkage section has chamfering.
Preferably, the web of the rail side of the connecting pin of the I-rail linkage section is welded with stiffening plate, the reinforcement plate end face
It is weldingly connected with the I-rail web of the rail end face being connected.
Utility model has the advantages that the utility model the I-rail connecting pin of compromise joint end by track slot slot
Width expands, while the thickness of rail lip is constant.After groove width expands, even by the wheel for comparing heavy wear, rim section exists
Will not collide with the rail lip of the rail head end of groove profile rail when passing through coupling part, rear wheel travelling range and direction
It is moved under the guidance of in-orbit lip along groove profile rail track slot, in the initial position of compromise joint groove profile rail, wheel is guided to can smoothly enter into simultaneously
It moves about along groove profile rail working edge, vehicle traveling comfort and safety when improving wheel track transition.
The rail lip of groove profile rail will limit freely moving about for wheel, can play certain protective action.If rail lip by
Excessive milling will lead to wheel rail lip intensity deficiency when crossing the end of groove profile rail and not have effect, and this programme maintains rail
The thickness of lip is constant, therefore maintains the protective effect of rail lip, enhances vehicle traveling comfort.
Detailed description of the invention
Fig. 1 is the structural schematic diagram after a kind of modified groove profile rail compromise joint of the utility model is connect with I-rail；
Fig. 2 is the top view of structure shown in Fig. 1；
Fig. 3 is a kind of lateral plan of modified groove profile rail compromise joint of the utility model.
In above-mentioned attached drawing: 1, I-rail rail head, 2, groove profile rail rail head, 3, rail lip, 4, track slot, 5, the groove profile rail web of the rail, 6,
The I-rail web of the rail, 7, filling block, 8, stiffening plate one, 9, stiffening plate two, 10, I-rail rail bottom, 11, groove profile rail rail bottom, 12, fall
Angle, 13, I-rail linkage section, 14, changeover portion, 15, grooved track section.
Specific embodiment
Below against attached drawing, by the description of the embodiment, making to specific embodiment of the present invention further detailed
Explanation, it is more complete, accurate and deep to help those skilled in the art to have the inventive concept of the utility model, technical solution
The understanding entered.
As shown in Figure 1-Figure 3, the utility model provides a kind of modified groove profile rail compromise joint, including is connected as one
Grooved track section 15, changeover portion 14 and I-rail linkage section 13.The end surface shape of grooved track section 15 and the groove profile that need to be connect
Rail end face is identical, therefore the end of grooved track section 15 can relatively easily be welded on groove profile rail end, and has preferable
Bonding strength will not generate stress concentration.The compromise joint has groove profile rail cutting processing to form, entirety and groove profile rail structure phase
Closely, there is groove profile rail rail head 2, the groove profile rail web of the rail 5, groove profile rail rail bottom 11, track slot 4 and rail lip 3.
Grooved track section 15, changeover portion 14 are equal with 3 thickness of rail lip of 13 three of I-rail linkage section, and the I-rail connects
4 groove width of track slot for connecing section 13 is greater than the grooved track section 15, and the track slot 4 of the changeover portion 14 is connected smoothly the I-shaped
The track slot 4 of the track slot 4 of rail linkage section 13 and the grooved track section 15, the I-rail linkage section 13 weld phase with I-rail
Even.4 width of track slot compared to process before groove profile rail blank widened section be by will on the outside of rail lip 3 cut after outside bending,
4 bottom of track slot widened is formed by the filling welding filling of block 7 again, realizes widening for track slot 4.
Rail head is groove profile rail rail head 2 identical with groove profile rail, and working edge and the groove profile rail being connected, the working edge of I-rail
Direction is consistent, and such working edge is not necessarily to through chamfered transition, the high stability that vehicle is run on it, while this compromise joint
Groove profile rail rail head 2 and the welding of I-rail rail head 1 be also more convenient.The end and I-rail end of I-rail linkage section 13 are welded
It connects, 11 depth of groove profile rail rail bottom of the I-rail linkage section 13 is identical as the I-rail rail bottom 10 that need to be connected but is less than the slot
Type orbital segment 15, the groove profile rail rail bottom 11 of the changeover portion 14 are that the connection grooved track section 15 arrives the I-rail linkage section
13 inclination rail bottom.This ensure that I-rail is identical as the rail bottom depth of this compromise joint junction.The changeover portion 14
11 width of groove profile rail rail bottom is greater than connected I-rail rail bottom 10, therefore makes this compromise joint and work to the processing of groove profile rail rail bottom 11
The rail bottom width of word rail connecting pin is equal with the I-rail rail bottom 10, connection of the processing method in the I-rail linkage section 13
End beveling forms chamfering 12, and chamfering 12, which is located at, is equipped with 3 side of rail lip.Compromise joint is in the end face part connecting with I-rail in this way
Shape is essentially identical in addition to the web of the rail with I-rail end face, bonding strength will not be caused to decline because of the two abnormity when welding, shadow
Ring service life.
The compromise joint is forged and pressed by one section of grooved track, and web of the rail height is less than grider rail in the changeover portion 14
The part web of the rail thickness of road section is larger.It need not from the beginning carry out whole founding when processing in this way, no matter equipment, rapidoprint or add
All greatly reduce than the prior art between working hour, therefore cost is relatively low, it is easily manufactured, it is suitble to large-scale production.
The connecting pin of the I-rail is welded with stiffening plate 1, the compromise joint and I-shaped in 6 side of the I-rail web of the rail
The connecting pin of rail is welded with stiffening plate 29 in 5 side of the groove profile rail web of the rail, and stiffening plate 1 corresponds to the groove profile rail web of the rail 5, stiffening plate
29 correspond to the I-rail web of the rail 6.The end face of the stiffening plate 29 is weldingly connected with 6 end face of the I-rail web of the rail being connected, described
The end face of stiffening plate 1 is weldingly connected with the groove profile rail web of the rail 5 for the compromise joint being connected.The length of the stiffening plate 29 is equal to
The sum of the length of the changeover portion 14 and the I-rail linkage section 13, while its shape and changeover portion 14 and the I-rail connect
The web of the rail side view for connecing section 13 is adapted.The fitting of both sides up and down of the stiffening plate 29 is welded to the rail of the compromise joint
Head bottom surface and rail bottom top surface.The web of the rail of script compromise joint and the web of the rail of I-rail are non-coplanar, it is difficult to directly weld, pass through reinforcement
Plate not only increases the thickness of connecting pin, and can be welded with the web of the rail end face of I-rail and compromise joint, so that this is different
Type joint can be with I-rail firm welding.Furthermore the longer intensity that can improve coupling part of the length of stiffening plate, outside stiffening plate
It is polishing to and smoothly transits behind side and the welding region welding of the web of the rail, the stress of user coupling part can be greatly reduced in this way
Concentration improves service life.
The length of the changeover portion 14 is not less than 170mm, and the length range of the I-rail linkage section 13 is in 90-120mm.
The bonding strength that can guarantee compromise joint in this way, the rail bottom pressure in coupling part is 130MPa, in the case of fatigue load 174KN
Also 3,000,000 jerks can be born, anti-metal fatigability is good.
The utility model is wider in the initial position track slot 4 that compromise joint groove profile rail connect with I-rail transition, be difficult with
Wheel collides, and rail lip 3 guides wheel to can smoothly enter into track slot 4 and move about along groove profile rail working edge, improves wheel track transition
When vehicle traveling comfort and safety.
The processing method of above-mentioned modified groove profile rail compromise joint, includes the following steps:
Groove profile rail is cut one section, and is forged and pressed by mold by the first step, by the changeover portion 14 and the I-rail
The web of the rail forging and forming of linkage section 13.
In-orbit 3 side of lip of the end rail bottom of the I-rail linkage section 13 is cut next piece of set square and is formed by second step
Chamfering 12, the rail bottom width of the connecting pin of I-rail linkage section 13 is equal with the I-rail after cutting.
Third step, by 4 slot bottom of track slot since the I-rail linkage section 13 along the length of modified groove profile rail compromise joint
Degree direction cuts to the grooved track section 15, can be cut using Milling Process mode at this time, can also use flame
Cutting mode is cut.
4th step, by outer 3 part of the siding track lip bending outward after cutting, the bending section of formation is divided into positioned at the I-shaped
The open section of rail linkage section 13 and breeze way positioned at the changeover portion 14.
The filling block 7 processed in advance is welded on 4 bottom of track slot to fill outer siding track lip 3 described in bending by the 5th step
The 4 bottom empty slot of track slot that part is formed, then the slot bottom after welding is polished flat suitable.Filling block 7 is that Q345 steel are cut,
Good welding performance, welding easy to process.
6th step, the I-rail linkage section 13 the web of the rail far from 3 side weld reinforcement plate of rail lip, outside the stiffening plate
It is polishing to and smoothly transits behind side and the welding region welding of the web of the rail.Welding carrying out flaw detection is finally carried out again, guarantees to be processed into
The quality of product.
Using the above method, without ensure that the thickness of rail lip 3 also ensures that rail lip 3 is right to the further milling of rail lip 3
The protecting effect of wheel, while applicability is wide can be suitably used for arbitrary size, model as long as design the structure of filling block 7
The compromise joint of groove profile rail, cost is not high and effect is fine.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be
Mechanical connection, is also possible to be electrically connected；It can be directly connected, two can also be can be indirectly connected through an intermediary
The interaction relationship of connection or two elements inside element.It for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature is in the second feature " on " or " down "
It can be that the first and second features directly contact or the first and second features are by intermediary mediate contact.Moreover, first is special
Sign can be fisrt feature above the second feature " above ", " above " and " above " and be directly above or diagonally above the second feature, or only
Indicate that first feature horizontal height is higher than second feature.Fisrt feature under the second feature " below ", " below " and " below " can be with
It is that fisrt feature is directly under or diagonally below the second feature, or is merely representative of first feature horizontal height less than second feature.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is contained at least one embodiment or example of the utility model.In the present specification, to the schematic table of above-mentioned term
It states and is necessarily directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be with
It can be combined in any suitable manner in any one or more of the embodiments or examples.In addition, without conflicting with each other, this field
Technical staff can by the feature of different embodiments or examples described in this specification and different embodiments or examples into
Row combination and combination.
The utility model is exemplarily described above in conjunction with attached drawing, it is clear that the utility model specific implementation not by
The limitation of aforesaid way, as long as using changing for the various unsubstantialities that the utility model method concept and technical solution carry out
Into, or it is not improved present inventive concept and technical solution are directly applied into other occasions, the utility model protect model
Within enclosing.
Claims (5)
1. a kind of modified groove profile rail compromise joint, it is characterised in that: including grooved track section (15), changeover portion (14) and I-shaped
Rail lip (3) thickness of rail linkage section (13), three is equal, the shape and height and groove profile of the rail head of the grooved track section (15)
Rail is identical, and track slot (4) groove width of the I-rail linkage section (13) is greater than the grooved track section (15), the changeover portion (14)
Track slot (4) be connected smoothly the track slot (4) of the I-rail linkage section (13) and the track slot of the grooved track section (15)
(4), the I-rail linkage section (13) is weldingly connected with I-rail.
2. a kind of modified groove profile rail compromise joint according to claim 1, it is characterised in that: the I-rail linkage section
(13) rail bottom depth is identical as I-rail rail bottom (10) but is less than the grooved track section (15), the changeover portion (14)
Rail bottom be inclination rail bottom that the connection grooved track section (15) arrives the I-rail linkage section (13).
3. a kind of modified groove profile rail compromise joint according to claim 2, it is characterised in that: the modified groove profile rail
Compromise joint is forged and pressed by one section of grooved track, and web of the rail height is less than channel suspending rail section (15) in the changeover portion (14)
Part web of the rail thickness is greater than channel suspending rail section (15).
4. a kind of modified groove profile rail compromise joint according to claim 1, it is characterised in that: the changeover portion (14)
Rail bottom width is greater than connected I-rail rail bottom (10), the rail bottom width of the connecting pin of the I-rail linkage section (13) with it is described
I-rail rail bottom (10) is equal, and the connecting pin side of the I-rail linkage section (13) has chamfering (12).
5. a kind of modified groove profile rail compromise joint according to claim 1, it is characterised in that: the I-rail linkage section
(13) web of the rail side of connecting pin is welded with stiffening plate, the reinforcement plate end face and the I-rail web of the rail (6) end face weld being connected
It connects connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821551735.3U CN208965323U (en) | 2018-09-21 | 2018-09-21 | A kind of modified groove profile rail compromise joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821551735.3U CN208965323U (en) | 2018-09-21 | 2018-09-21 | A kind of modified groove profile rail compromise joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208965323U true CN208965323U (en) | 2019-06-11 |
Family
ID=66756372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821551735.3U Expired - Fee Related CN208965323U (en) | 2018-09-21 | 2018-09-21 | A kind of modified groove profile rail compromise joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208965323U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914722A (en) * | 2018-09-21 | 2018-11-30 | 芜湖中铁科吉富轨道有限公司 | A kind of modified groove profile rail compromise joint and its processing method |
| CN110117921A (en) * | 2019-06-20 | 2019-08-13 | 芜湖中铁科吉富轨道有限公司 | A kind of groove profile rail of the diamond crossing track switch with overlaying structure |
| CN108914722B (en) * | 2018-09-21 | 2024-05-10 | 芜湖中铁科吉富轨道有限公司 | Improved groove type rail special-shaped connector and processing method thereof |
-
2018
- 2018-09-21 CN CN201821551735.3U patent/CN208965323U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914722A (en) * | 2018-09-21 | 2018-11-30 | 芜湖中铁科吉富轨道有限公司 | A kind of modified groove profile rail compromise joint and its processing method |
| CN108914722B (en) * | 2018-09-21 | 2024-05-10 | 芜湖中铁科吉富轨道有限公司 | Improved groove type rail special-shaped connector and processing method thereof |
| CN110117921A (en) * | 2019-06-20 | 2019-08-13 | 芜湖中铁科吉富轨道有限公司 | A kind of groove profile rail of the diamond crossing track switch with overlaying structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190611 Termination date: 20200921 |