CN201071478Y - Steel rail buckle - Google Patents
Steel rail buckle Download PDFInfo
- Publication number
- CN201071478Y CN201071478Y CNU2006200453515U CN200620045351U CN201071478Y CN 201071478 Y CN201071478 Y CN 201071478Y CN U2006200453515 U CNU2006200453515 U CN U2006200453515U CN 200620045351 U CN200620045351 U CN 200620045351U CN 201071478 Y CN201071478 Y CN 201071478Y
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- iron
- rail
- group
- chair
- seats
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Abstract
The utility model relates to a railway system class, specifically a fastener used for the positioning and connection of a ironrail of an urban rail communication car field line(comprising a column type line of a check pit and a wall type line of the check pit). With the fastener, two groups of steel bases are provided on the surface of a steel backing board, and the positioning and fixing of a T-shaped bolt is acquired, which avoids the shortcoming of the positioning of an opening of the steel backing board of the prior art; meanwhile, the relative structures such as a steel base, the steel backing board and a rail distance cushion are optimized. The regulation quantity of the rail distance is facilitated to be 8mm-14mm, and regulation gradation is 1mm. The fastener has the advantages of convenient and reliable installation and the convenient regulation of the rail distance by the utilization of the rail distance cushion; meanwhile, the utility model lowers cost and can meet the requirements of the rail distances with different accuracies.
Description
Technical field
The utility model relates to railway system's class, relates to a kind of urban track traffic parking lot circuit fastener that (containing pillar and wall type inspection hole circuit), the rail location connect that is used for concretely.
Background technology
Rail fastening of the prior art, for example parking lot cableties spare is fixed rail and iron chair by state iron A type spring buckling piece with T type bolt.Adopt state iron A type spring and two types of gauge pads (4 4 numbers of 44 numbers and rail joint places in the middle of the rail), the utilization rate of gauge pad is low, adopting the gauge pad to adjust the differential of gauge is 2mm, the gauge adjustment amount is+8～-12mm, it is to the requirement of the special line zero gauge of parking lot line, and adjustment is had any problem; Adopt 18mm iron chair and 10mm rubber tie plate under rail, thick partially; Adopt the method for thickening railway rail pad, its level amount of heightening only is 10mm; , need on iron chair, offer rectangle and circular port fixedly during rail with fastener, again T type bolt inserted in this hole. and half-twist realizes the location, the place retains ponding, greasy dirt etc. easily in the position, hole, is unfavorable for maintenance, easily pollutes railway roadbed; And because existing fastener gauge pad type is many, A type spring length is longer, and iron chair and rubber tie plate under rail are thicker etc., makes every group of fastener material valency need 118 yuan, and is on the high side.
Summary of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art part, a kind of rail fastening is provided, this fastener is realized the positioning and fixing of T type bolt by two groups of iron seats are set on the iron chair surface, avoided iron chair perforate location defect in the prior art, dependency structures such as iron seat, iron chair and gauge pad have been optimized simultaneously, and make gauge accent amount for+8mm～-14mm, adjust the differential 1mm that is, this fastener is easy installation and reliable, it is convenient to utilize the gauge pad to adjust gauge, reduce cost simultaneously, and can satisfy the gauge requirement of different accuracy.
The utility model purpose realizes being finished by following technical scheme:
A kind of rail fastening, comprise rail, iron chair, buckling piece, T type bolt, gauge pad, by T type bolt, nut and buckling piece rail and iron chair fastening are fixed, it is characterized in that support rail platform both sides, described iron chair table plane are provided with two groups of iron seats, each group comprises the iron seat of two symmetries, be inverted T type bolt in this gap of embedding in formation opening shape gap between two iron seats of each group and between the iron chair upper surface.
Support rail platform both sides, iron chair table plane are provided with two groups of iron seats, and each group comprises the iron seat of two symmetries, totally four iron seats.The gap is inverted T shape opening shape gap between two adjacent iron seats of every group, and the T type bolt appearance and size of the size in its opening shape gap and embedding is complementary, and is not less than the profile width of T type bolt top cap long axis direction section.
The iron seat that iron chair and its surface are provided with can be overall structure.
On a side of iron seat, be provided with boss.The side convex platform of two iron seats of each group and the spacing between the boss are the limit value of the gauge pad length of embedding.
Two groups of iron seats that are provided with on the iron chair, each group iron seat is different to the distance of the close minor face of rectangle iron chair, and is cast with triangular marker on the outer end iron chair of one group of iron seat of this distance.
Support rail platform width and rail bottom width and gauge mat thickness sum are complementary between group and group iron seat.
Support rail platform width is that rail bottom width value adds 23mm between described group and group iron seat.
Two side external surfaces of gauge pad are the plane.The two side ends thickness difference of gauge pad.The two side ends thickness difference of gauge pad is 1mm, and the minimum value of its thickness is that 8mm, maximum value are 15mm.
The utility model has the advantages that:
1. the two sides of gauge pad all can be used as the gauge adjustment, the utilization rate height, and the compound mode of adjusting gauge is many, differential little, can satisfy the adjustment gauge needs (comprising the requirement of zero gauge) of different accuracy requirement, and bring convenience for the construction maintenance;
2. adopt on every iron chair and organize that the iron seat is unequal to the distance of the close minor face of rectangle iron chair, on the iron chair two anchor bolt holes to the equidistant form of structure of the close minor face of iron chair, make when adopting reversing iron chair method to adjust gauge, iron chair can drop on original position (existing fastener adopts form of structure opposite, and iron chair has the defective of the inspection hole inwall of emerging behind its reversing iron chair).
3. embed T type bolt on the iron chair surface in the inverted T shape opening shape gap between every group the two iron seats, do not have ponding at fastener iron chair position, foreign material such as greasy dirt are convenient to maintenance.
4. adopt rubber pad and iron chair under the rail of less thickness, and short Type B spring, both can save material, reduce cost, can increase the level amount of heightening of rail again, heighten for tread from now on and create conditions.
Description of drawings
Accompanying drawing 1 is a prior art iron chair structural representation;
Accompanying drawing 2 is the A-A sectional view of accompanying drawing 1;
Accompanying drawing 3 prior art insulation rail are apart from the mat structure schematic diagram;
Accompanying drawing 4 is the vertical view of accompanying drawing 3;
Accompanying drawing 5 is the utility model structural representation;
Accompanying drawing 6 is the B-B sectional view of accompanying drawing 5;
Accompanying drawing 7 is the utility model iron chair structural representation;
Accompanying drawing 8 is the C-C sectional view of accompanying drawing 7;
Accompanying drawing 9 is the D-D sectional view of accompanying drawing 7;
Accompanying drawing 10 the utility model gauge mat structure schematic diagrames;
Accompanying drawing 11 is the vertical view of accompanying drawing 10.
Concrete technical scheme
The utility model feature and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
Shown in Fig. 1-11, label 1-27 represents respectively: rubber mat plate 12, insulation sleeve 13, iron seat 14, boss 15, iron seat upper surface 16, iron chair surface 17, opening shape gap 18, gauge pad one side external surface 19, gauge pad one side external surface 20, rail 21, iron seat 22, iron seat 23, iron seat 24, boss 25, support rail platform 26, sleeper 27 under plain washer 1, Type B spring 2, iron chair 3, gauge pad 4, gauge pad 5, T type bolt 6, nut 7, anchor bolt 8, plain washer 9, heavy-duty spring packing ring 10, rubber tie plate under rail 11, the iron chair.
Embodiment: present embodiment comprises rail 21, iron chair 3, buckling piece Type B spring 2, T type bolt 6, gauge pad 4,5, by T type bolt 6, plain washer 1, nut 7 and Type B spring 2 are with rail 21, rubber tie plate under rail 11 is fixed with iron chair 3 fastenings, by anchor bolt 8, plain washer 9, heavy-duty spring packing ring 10 and insulation sleeve 13 are fixing with sleeper 27 with rubber mat plate under iron chair 3 and the iron chair 12, described iron chair 3 and its surperficial four iron seats 14 that are provided with, 22,23,24 integral casts, constitute inverted T shape opening shape gap 18 between the upper surface 16 of iron seat and the iron chair surface 17, T type bolt 6 is inverted in this gap 18 of embedding.
One side of iron seat 14,24 is provided with boss 15, and the boss 15 that a side of iron seat 22,23 is provided with 25, two groups of iron seats of boss is identical with the length of the spacing of boss 25 and gauge pad 4,5, and boss 15 and boss 25 are respectively the shoulder block of gauge pad 4,5 longitudinal spacings.Between every group of iron seat and the rail 21 gauge pad 4 and 5 are set, under rail 21 flanges of rail rail lower bolster 11 are set, its group is the summation of the thickness of rail flange of rail width and rail both sides gauge pad 4,5 with support rail platform 26 width of organizing between the iron seat.
Two side external surfaces 19,20 of the gauge pad 4,5 of every group of iron seat place installation are the plane.Gauge pad 4, the width of 5 outer fix support rail platforms is identical with rail flange of rail width, and the thickness difference of gauge pad 4,5, to be used to adjusting two strands of gauges between the rail to standard state, in the present embodiment gauge pad 4,5 two sides thickness be respectively 11,12mm, its thickness is differential to be 1mm.
Anchor bolt 8 and insulation sleeve 13 are connected with down short sleeper (or long sleeper) of rail and pillar inspection hole.
Present embodiment adopts the gauge pad of 48 numbers L shaped different-thickness of the length of side (adjacent number thickness difference is 1mm) such as (containing standby 24 numbers).The two sides of gauge pad all can be used as the gauge adjustment, the utilization rate height, and the compound mode of adjusting gauge is many, differential little.Can satisfy the adjustment gauge needs (comprising the requirement of zero gauge) of different accuracy requirement, and bring convenience for the construction maintenance.Rubber pad 11 and 16mm iron chair 3 under the 5mm rail that adopts both can have been saved material, reduce cost, can make the level amount of heightening of rail reach 20mm again, heightened for tread from now on to create conditions.The state's iron Type B spring 2 that adopts, the A type spring that its length is used than prior art is short, in the middle of rail and the rail joint place can be general, the spring material valency in every group of fastener can be saved 0.4 yuan.
The present embodiment highly versatile can adopt on the various structural entity railway roadbeds in the line of parking lot with a kind of model fastener, and every group of fastener material valency is 102 yuan, saves 13.6% approximately than existing fastener material valency.
The present embodiment product is except that being used for the parking lot line, and the diameter that only need strengthen anchor bolt just can use on main track.
Claims (12)
1. rail fastening, comprise rail, iron chair, buckling piece, T type bolt, gauge pad, by T type bolt, nut and buckling piece rail and iron chair fastening are fixed, it is characterized in that support rail platform both sides, described iron chair table plane are provided with two groups of iron seats, each group comprises the iron seat of two symmetries, be inverted T type bolt in this gap of embedding in formation opening shape gap between two iron seats of each group and between the iron chair upper surface.
2. a kind of rail fastening according to claim 1, it is characterized in that described iron chair surface is provided with two groups of iron seats, totally four iron seats, the gap is inverted T shape opening shape gap between two adjacent iron seats of every group, and the T type bolt appearance and size of the size in its opening shape gap and embedding is complementary, and is not less than the profile width of T type bolt top cap long axis direction section.
3. a kind of rail fastening according to claim 1 and 2 is characterized in that the iron seat that described iron chair and its surface are provided with is an overall structure.
4. a kind of rail fastening according to claim 1 is characterized in that a side of described iron seat is provided with boss.
5. according to claim 1 or 4 described a kind of rail fastenings, it is characterized in that the side convex platform and the spacing between the boss of two iron seats of described each group is the limit value of the gauge pad length of embedding.
6. a kind of rail fastening according to claim 1 and 2, it is characterized in that two groups of iron seats being provided with on the described iron chair, each group iron seat is different to the distance of the close minor face of rectangle iron chair, and is cast with triangular marker on the outer end iron chair of one group of iron seat of this distance.
7. a kind of rail fastening according to claim 1 is characterized in that support rail platform width and rail bottom width and gauge mat thickness sum are complementary between described group and group iron seat.
8. a kind of rail fastening according to claim 7 is characterized in that support rail platform width is that rail bottom width value adds 23mm between described group and group iron seat.
9. a kind of rail fastening according to claim 1, two side external surfaces that it is characterized in that described gauge pad are the plane.
10. a kind of rail fastening according to claim 1 is characterized in that the two side ends thickness difference of described gauge pad.
11. a kind of rail fastening according to claim 10, the two side ends thickness difference that it is characterized in that described gauge pad is 1mm.
12. a kind of rail fastening according to claim 11 is characterized in that described gauge mat thickness, minimum value is 8mm, and maximum value is 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200453515U CN201071478Y (en) | 2006-08-31 | 2006-08-31 | Steel rail buckle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200453515U CN201071478Y (en) | 2006-08-31 | 2006-08-31 | Steel rail buckle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201071478Y true CN201071478Y (en) | 2008-06-11 |
Family
ID=39550034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2006200453515U Expired - Fee Related CN201071478Y (en) | 2006-08-31 | 2006-08-31 | Steel rail buckle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201071478Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587227A (en) * | 2012-04-16 | 2012-07-18 | 张海洋 | Fastener structure for adjusting track gauge |
| CN105544318A (en) * | 2015-12-03 | 2016-05-04 | 安徽省巢湖铸造厂有限责任公司 | Dual-layer vibration-damping fastener for city railway |
-
2006
- 2006-08-31 CN CNU2006200453515U patent/CN201071478Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587227A (en) * | 2012-04-16 | 2012-07-18 | 张海洋 | Fastener structure for adjusting track gauge |
| CN105544318A (en) * | 2015-12-03 | 2016-05-04 | 安徽省巢湖铸造厂有限责任公司 | Dual-layer vibration-damping fastener for city railway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080611 Termination date: 20100831 |