CN102864701B - Alloy steel reinforcement frog - Google Patents
Alloy steel reinforcement frog Download PDFInfo
- Publication number
- CN102864701B CN102864701B CN201210416333.3A CN201210416333A CN102864701B CN 102864701 B CN102864701 B CN 102864701B CN 201210416333 A CN201210416333 A CN 201210416333A CN 102864701 B CN102864701 B CN 102864701B
- Authority
- CN
- China
- Prior art keywords
- rail
- heart
- wing
- frog
- panelling
- 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.)
- Expired - Fee Related
Links
- 229910000851 Alloy steel Inorganic materials 0.000 title claims abstract description 31
- 230000002787 reinforcement Effects 0.000 title claims abstract description 12
- 238000005452 bending Methods 0.000 claims abstract description 5
- 238000009966 trimming Methods 0.000 claims abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 9
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 238000005299 abrasion Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910001563 bainite Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Train Traffic Observation, Control, And Security (AREA)
Abstract
Alloy steel reinforcement frog, be made up of heart rail, connect with the heart rail and wing rail, heart rail one end is connected with the rail that connects with the heart, and wing rail comprises left wing's rail and right flank rail, installs and be bumped into left panelling inside left wing's rail; Install inside right flank rail and be bumped into right panelling.Alloy steel reinforcement frog of the present invention, wing rail adopts the method for bending trimming to be bumped into high-strength wearable alloy-steel plate panelling, when processing steel plate, the working edge before heart rail 40 section only does chamfered edge, does not have the R13mm circular arc of rail, also will pitch heart circular arc R 13mm to reduce simultaneously, such wheel rolls across the highest abrasion position of railway frog, and railway frog contact stress will reduce, and the strength of materials improves, decrease alloy steel frog in use wing rail conquassation phenomenon, improve the application life of railway frog.
Description
Technical field
The present invention relates to railway equipment clothing arts, particularly relate to a kind of railway frog for railroad track crotch.
Background technology
Alloy steel frog is generally all laid on running speed and is no more than on the track switch of the seamless and general circuit of 250km/h transregional overlength.In recent years along with the increase of usage quantity, increasing and namely increasing currency tonnage application life is exactly the problem that pendulum is badly in need of solving in face of us.In order to reduce railway operation cost, increase economic efficiency, intend alloy steel frog and carry out process modification, the application life of common alloy steel frog can be exceeded, as proper in used, likely reach the life-span of the full-bainite steel frog of expensive one times of cost ratio alloy steel frog.
The alloy steel frog of current use is generally no more than 200,000,000 tons application life, the forging fork heart adopts wear-resisting bainitic steel difficult to understand, comparatively wear-resisting, but what its wing rail adopted is common rail manufacture, even if carry out the hard surfacing of wing rail rail head, because rail head of rail working edge exists the circular arc of 13mm, when making wheel roll across the highest abrasion position of railway frog, the developed width of wheel contact railway frog is only 25mm(wherein to contact wing rail wide for 11mm as calculated), so alloy steel frog in use wing rail conquassation phenomenon ubiquity, shorten the application life of railway frog.
Summary of the invention
Easily there is to overcome conventional alloys steel railway frog the problem that wing rail conquassation causes application life short, the invention provides a kind of alloy steel reinforcement frog of long service life.
The technical scheme that the present invention is adopted for achieving the above object is: alloy steel reinforcement frog, be made up of combination heart rail and wing rail, combination heart rail is made up of a left side connect with the heart rail and the heart rail of rail, the right side that connect with the heart, heart rail is positioned at combination heart rail end, combination heart rail is connected with interval iron between wing rail and bolt, wing rail comprises left wing's rail and right flank rail, installs left wing's rail clamping plate, be bumped into left panelling inside left wing's rail between left wing's rail and heart rail; Fill right flank rail clamping plate between right flank rail and heart rail, inside right flank rail, be bumped into right panelling.
Described left panelling and the working edge of right panelling before heart rail section are chamfer structure.
Described left panelling and right panelling are high-strength wearable alloy-steel plate.
Described left panelling, right panelling are bonding by bonding adhesive with between left wing's rail and right flank rail.
Alloy steel reinforcement frog of the present invention, wing rail adopts the method for bending trimming to be bumped into high-strength wearable alloy steel panelling, when processing steel plate, the working edge before corresponding heart rail 40mm only does chamfered edge, does not have the R13mm circular arc of rail, also will pitch heart circular arc R 13mm to reduce simultaneously, such wheel rolls across the highest abrasion position of railway frog, and railway frog contact stress will reduce, and the intensity of material improves, reduce alloy steel frog in use wing rail conquassation phenomenon of knowing clearly, improve the application life of railway frog.
Accompanying drawing explanation
Fig. 1 is alloy steel reinforcement frog structure chart of the present invention.
Fig. 2 is the sectional drawing that railway frog strengthened by Fig. 1 medium alloy steel.
Fig. 3 be Fig. 1 medium alloy steel strengthen railway frog in heart rail 20mm sectional drawing.
Detailed description of the invention
Alloy steel reinforcement frog structure of the present invention as shown in Figure 1, be made up of combination heart rail 1 and wing rail, combination heart rail 1 is made up of a left side connect with the heart rail and the heart rail of rail, the right side that connect with the heart, heart rail is positioned at combination heart rail end, and combination heart rail 1 is connected with wing rail interval iron 10 and bolt 12, and wing rail comprises left wing's rail 3 and right flank rail 2 as shown in Figure 3, wherein a is 20mm,, left wing's rail clamping plate 7 are installed between left wing's rail 3 and heart rail, inside left wing's rail 3, are bumped into left panelling 5; Fill right flank rail clamping plate 6 between right flank rail 2 and heart rail, be bumped into right panelling 4 inside right flank rail 2, left panelling 4, right panelling 5 are bonding by bonding adhesive with between left wing rail 3 and right flank rail 2, and left panelling 5 and right panelling 4 are high-strength wearable alloy-steel plate.Installation interval iron 10 between left wing's rail 3 and right flank rail 2 and combination heart rail, left wing's rail 3 and right flank rail 2 are installed on road surface by railway frog backing plate 8, are fixedly mounted between left wing's rail 3 and right flank rail 2 by buckle 9.The horizontal section structure of wing rail as shown in Figure 2, left wing's rail 3 and right flank rail 2 two ends are fixedly installed on base 11 by bolt 12 and nut 17, bolt 12 and wing rail are installed junction and are installed track gauge block 13, bottom left wing's rail 3 and right flank rail 2, rubber mat plate 14 is installed, the bolt 12 below nut 17 is installed plain washer 16 and II type spring 15.
In order to the defect stopping alloy steel frog occurs, this alloy steel reinforcement frog continues to use the alloy steel fork heart, the method of bending trimming is then adopted to be bumped into high-strength wearable alloy steel panelling for wing rail, as shown in Figure 3, wherein a is 20mm, high-strength wearable alloy-steel plate tensile strength can reach more than 1200Mpa, and hardness reaches 360-440HB, and elongation per unit length is more than 10%.When processing steel plate, chamfered edge is only done in the panel work limit before corresponding heart rail 40mm, does not have the R13mm circular arc of rail, and also will pitch heart circular arc R 13mm simultaneously and reduce, such wheel rolls across the highest abrasion position of railway frog.The width of wheel contact railway frog is about 50mm(and wherein contacts that wing rail is wide is about 21mm), such railway frog contact stress will reduce half, and the intensity of material improves 1/3 times, substantially increases the application life of railway frog.
Claims (2)
1. alloy steel reinforcement frog, it is characterized in that: be made up of combination heart rail (1) and wing rail, combination heart rail (1) is made up of a left side connect with the heart rail and the heart rail of rail, the right side that connect with the heart, heart rail is positioned at combination heart rail end, combine heart rail (1) and pass through between wing rail to be connected every iron (10) and bolt (11), wing rail comprises left wing's rail (3) and right flank rail (2), installs left wing's rail clamping plate (7) between left wing's rail (3) and heart rail, and left wing's rail (3) inner side is bumped into left panelling (5); Right flank rail clamping plate (6) are filled between right flank rail (2) and heart rail, right flank rail (2) inner side is bumped into right panelling (4), wing rail is bending trimming structure, panelling is inlayed in bending trimming, be chamfer structure on the panel work limit of corresponding heart rail front portion, left panelling (4), right panelling (5) are bonding by bonding adhesive with between left wing's rail (3) and right flank rail (2).
2. alloy steel reinforcement frog according to claim 1, is characterized in that: described left panelling (5) and right panelling (4) are high-strength wearable alloy-steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210416333.3A CN102864701B (en) | 2012-10-26 | 2012-10-26 | Alloy steel reinforcement frog |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210416333.3A CN102864701B (en) | 2012-10-26 | 2012-10-26 | Alloy steel reinforcement frog |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102864701A CN102864701A (en) | 2013-01-09 |
| CN102864701B true CN102864701B (en) | 2015-07-29 |
Family
ID=47443815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210416333.3A Expired - Fee Related CN102864701B (en) | 2012-10-26 | 2012-10-26 | Alloy steel reinforcement frog |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102864701B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726418A (en) * | 2014-01-21 | 2014-04-16 | 唐山金山腾宇科技有限公司 | Panel alloy steel frog manufacturing technology |
| CN103741565B (en) * | 2014-01-21 | 2015-12-09 | 唐山金山腾宇科技有限公司 | The renovation technique of waste alloy steel frog |
| CN106120481A (en) * | 2016-06-24 | 2016-11-16 | 浙江德盛铁路器材股份有限公司 | Inserted wing rail |
| CN111622024A (en) * | 2019-12-04 | 2020-09-04 | 铁科（北京）轨道装备技术有限公司 | Improved alloy steel point rail combined frog for groove rail |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5653408A (en) * | 1996-04-18 | 1997-08-05 | Abc Rail Products Corporation | Direct support frog assembly |
| CA2263689C (en) * | 1996-08-21 | 2003-12-16 | Oswald Lochschmidt | Crossing assembly for point switches and processing |
| CN2321805Y (en) * | 1998-01-19 | 1999-06-02 | 李丰实 | Frame changing type railway frog |
| CN2765934Y (en) * | 2005-01-28 | 2006-03-22 | 济南铁路局工务器材段 | Gluing alloy steel frog |
| CN2895505Y (en) * | 2006-04-20 | 2007-05-02 | 关铁 | Inlaid-alloy type wing rail |
| CN102021866B (en) * | 2010-12-20 | 2013-03-27 | 中铁宝桥集团有限公司 | Alloy steel combined frog in wedge-shaped structure |
| CN201915302U (en) * | 2010-12-23 | 2011-08-03 | 浙江贝尔通信集团有限责任公司 | Novel welding wing rail combined frog used for railway track |
-
2012
- 2012-10-26 CN CN201210416333.3A patent/CN102864701B/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN102864701A (en) | 2013-01-09 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150729 |