CN105603832A - Welding-line-free quakeproof steel rail and application method thereof - Google Patents
Welding-line-free quakeproof steel rail and application method thereof Download PDFInfo
- Publication number
- CN105603832A CN105603832A CN201610170833.1A CN201610170833A CN105603832A CN 105603832 A CN105603832 A CN 105603832A CN 201610170833 A CN201610170833 A CN 201610170833A CN 105603832 A CN105603832 A CN 105603832A
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- CN
- China
- Prior art keywords
- rail
- joint
- steel
- steel rail
- corresponding angles
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B5/00—Rails; Guard rails; Distance-keeping means for them
- E01B5/02—Rails
- E01B5/04—Grooved rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B11/00—Rail joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
The invention provides a welding-line-free quakeproof steel rail and an application method thereof and belongs to a railway rail technology, aiming at overcoming the disadvantages of a current steel rail technology. The welding-line-free quakeproof steel rail is formed by connecting a plurality of steel rails; side surfaces of each two adjacent steel rails are fixed by a connection steel plate and a bolt; each steel rail is a parallelogram-shaped body; inclined planes of each two adjacent steel rails are parallel; alternate interior angles between each two adjacent steel rails are equal; a central line of the rails is a straight line; an upper half surface of one steel rail corresponds to a lower half surface of the other steel rail; an inclined seam is formed between the rails; exterior-interior angles of each two adjacent steel rails are complementary to each other, the exterior-interior angle of one steel rail is an obtuse angle and the exterior-interior angle of the other steel rail is an acute angle; and the exterior-interior angles of the two steel rails are complementary to each other, the exterior-interior angle of one steel rail is 110 degrees and the exterior-interior angle of the other steel rail is 70 degrees.
Description
Technical field: the present invention relates to track technology, especially exempt from weld seam vibration absorbing rail and using method.
Background technology: rail joint is one of weak link of railway track structure, the not science that rail joint connects,Not only consumption of the service life to line facility, rolling stock, passenger's comfort level, the energy etc. has certain harmful effect,But also directly threatening railway operation safety, at present, between the rail joint that railway is used and joint, mostly face directly, for preventing breakingSplit, between joint and joint, leave space, therefore, just occur vibration sound when train running, due to vibrations, the connection between part is heldEasily disconnect, directly affect the service life of train; Also directly affect passenger's comfort and healthy simultaneously; SomeCountry takes the method for welding, rail one is saved to one and save land and weld together, and forms gapless rail, exist so again carrying,Lay and welding three large problems, also waste material, financial resources and manpower simultaneously.
Summary of the invention: what the object of this invention is to provide against shock exempts from weld seam vibration absorbing rail and using method, and it has overcomeThe shortcoming of rail technology at present, the object of the present invention is achieved like this, and it is to be formed by connecting by more piece rail, at adjacent two jointsThe side of rail is fixed by junction steel plate and bolt.
Described rail, the rail of every joint is parallel four limit bodies, the inclined-plane of two adjacent rail is parallel, the adjacent rail of two jointsBetween in arrange angle equate; Joint is straight line with the center line of joint; Second of the upper half plane of one joint rail and another joint railFace is corresponding; In the middle of joint and joint, there is R-joining; The corresponding angles complementation of two joint rail, the corresponding angles of a joint rail are obtuse angle, another jointThe corresponding angles of rail are acute angle.
The corresponding angles complementation of described two joint rail, the corresponding angles of a joint rail are 110 degree, the corresponding angles of another joint rail are70。
R-joining 2 width between described two joint rail 1 are 0.3-0.5cm.
In the time of train running, Train wheel when rolling above first segment rail joint end, roll again to another joint rail connectBelow mouthful, rail does not disconnect on the whole, when walking, does not shake and the sound; Train weight and the speed of travel affect railFlexible, and joint and the R-joining between saving have just solved the flexible problem of rail, in order to avoid the fracture of rail.
Meaning one of the present invention is to have R-joining because joint and joint are middle, has prevented guide rail fracture; The 3rd, extend trainService life; The 4th, due to not vibrations and the sound, ensure comfort by bus of passenger and healthy.
The present invention also comprises the brick in architectural shape, and brick, in the time building, is used the shape of parallelogram equally, while building a wall,Every brick is parallelogram, and two adjacent inclined-planes are parallel, arranges between two bricks angle to equate; In between two bricksHeart line is straight line; The upper half plane of a brick is corresponding with the lower demifacet of another piece brick; In the middle of two adjacent bricks, there is R-joining;The R-joining of adjacent two bricks is filled by sand cement and is bonding; Every layer of brick wall is all such connected mode, interlocking up and down,Brick wall forms an entirety, more solid firm.
Brief description of the drawings: Fig. 1 is the structural representation of exempting from weld seam vibration absorbing rail, in figure 1, rail
Fig. 2 is the structural representation of exempting from weld seam vibration absorbing rail assembling, in figure 1, rail 2, R-joining 3, junction steel plate 4, solidDetermine bolt
Detailed description of the invention: embodiment 1, the present invention are formed by connecting by more piece rail 1, adjacent two joint rail 1 side byJunction steel plate 3 and bolt 4 are fixing.
Embodiment 2, described rail 1, be parallel four limit bodies, and the inclined-plane of two adjacent rail 1 is parallel, two joint adjacent steelIn between rail 1, arrange angle to equate; Joint is straight line with the center line of joint; The upper half plane of one joint rail 1 and another joint rail 1Lower demifacet is corresponding; In the middle of joint and joint, there is R-joining 2; The corresponding angles complementation of two joint rail 1, the corresponding angles of a joint rail 1 are obtuse angle,The corresponding angles of another joint rail are acute angle.
The corresponding angles complementation of embodiment 3, described two joint rail 1, the corresponding angles of a joint rail are 110 degree, another saves railCorresponding angles be 70 degree.
R-joining 2 width between embodiment 4, described two joint rail 1 are 0.3-0.5cm.
Embodiment 5, using method of the present invention are that, in the time of train running, Train wheel rolls on first segment rail joint endWhen face, roll again to another joint rail joint end below, rail does not disconnect on the whole, when walking, does not shake and the sound;Train weight and the speed of travel affect the flexible of rail, and joint and the R-joining between saving have just solved the flexible problem of rail,In order to avoid the fracture of rail.
The foregoing is only the preferred embodiments of the present invention, the change of making in the situation that general principle is identicalThe section bar of changing, retrofiting, add or replace, as the fragment of brick in building materials, bridge and industrial section bar used also should belong to thisBright protection domain.
Claims (5)
1. exempt from weld seam vibration absorbing rail, it is to be formed by connecting by more piece rail (1), it is characterized in that: in the side of adjacent two joint rail (1)Face is fixing by junction steel plate (3) and bolt (4).
2. exempt from according to claim 1 weld seam vibration absorbing rail, it is characterized in that: rail (1) is parallel four limit bodies, two adjacent steelThe inclined-plane of rail (1) is parallel, arranges angle to equate between two joints adjacent rail (1); Joint is straight line with the center line of joint; One jointThe upper half plane of rail (1) is corresponding with the lower demifacet of another joint rail (1); In the middle of joint and joint, there is R-joining (2); Two joint rail (1)Corresponding angles complementation, one joint rail (1) corresponding angles be obtuse angle, another joint rail corresponding angles be acute angle.
3. exempt from according to claim 1 weld seam vibration absorbing rail, it is characterized in that: the corresponding angles complementation of two joint rail (1), a joint steelThe corresponding angles of rail are 110 degree, and the corresponding angles of another joint rail are 70 degree.
4. exempt from according to claim 1 weld seam vibration absorbing rail, it is characterized in that: R-joining (2) width between two joint rail (1) is0.3-0.5cm。
5. the using method of exempting from weld seam vibration absorbing rail described in claim 1, is characterized in that: in the time of train running, Train wheel rollsTo roll again time first segment rail (1) is above interface to another joint rail (1) interface below, rail (1) does not have on the wholeThere is disconnection, when walking, do not shake and the sound; Train weight and the speed of travel affect the flexible of rail, and between joint and jointR-joining has just solved the flexible problem of rail, in order to avoid the fracture of rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610170833.1A CN105603832A (en) | 2016-03-24 | 2016-03-24 | Welding-line-free quakeproof steel rail and application method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610170833.1A CN105603832A (en) | 2016-03-24 | 2016-03-24 | Welding-line-free quakeproof steel rail and application method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105603832A true CN105603832A (en) | 2016-05-25 |
Family
ID=55984143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610170833.1A Pending CN105603832A (en) | 2016-03-24 | 2016-03-24 | Welding-line-free quakeproof steel rail and application method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105603832A (en) |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2703082A1 (en) * | 1993-03-18 | 1994-09-30 | Chen Chi Shiang | Railway rail |
| CN1185502A (en) * | 1996-12-17 | 1998-06-24 | 王洪弟 | Oblique seam of railway steel track |
| CN2424227Y (en) * | 2000-05-26 | 2001-03-21 | 王立江 | Improved railway rail |
| CN2463436Y (en) * | 2001-02-15 | 2001-12-05 | 王涵 | Non-joint vibration rail |
| CN2473227Y (en) * | 2001-04-13 | 2002-01-23 | 荣志红 | Rail |
| CN2659933Y (en) * | 2003-11-04 | 2004-12-01 | 王玉涛 | Low viberationand low noise oblique gap butt-jointed rail |
| CN1580401A (en) * | 2004-05-18 | 2005-02-16 | 郑亚楠 | Track traffic rail telescopic seam uninterruption technique |
| CN2763337Y (en) * | 2005-02-03 | 2006-03-08 | 赵忠昌 | Rail with inclined end face |
| CN1908302A (en) * | 2005-08-03 | 2007-02-07 | 秦国光 | Impact-free plug-in mounting interface for track |
| CN101353877A (en) * | 2008-08-21 | 2009-01-28 | 李青洋 | Rail and railway track constructed with the same |
| JP2009074245A (en) * | 2007-09-18 | 2009-04-09 | Kazuo Sugai | Opening of rail joint reforming method for rail for train |
| CN201485757U (en) * | 2009-08-12 | 2010-05-26 | 沈静 | Low-noise railway steel rail |
| CN201546137U (en) * | 2009-11-18 | 2010-08-11 | 刘旭凯 | Inclined surface steel rail |
-
2016
- 2016-03-24 CN CN201610170833.1A patent/CN105603832A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2703082A1 (en) * | 1993-03-18 | 1994-09-30 | Chen Chi Shiang | Railway rail |
| CN1185502A (en) * | 1996-12-17 | 1998-06-24 | 王洪弟 | Oblique seam of railway steel track |
| CN2424227Y (en) * | 2000-05-26 | 2001-03-21 | 王立江 | Improved railway rail |
| CN2463436Y (en) * | 2001-02-15 | 2001-12-05 | 王涵 | Non-joint vibration rail |
| CN2473227Y (en) * | 2001-04-13 | 2002-01-23 | 荣志红 | Rail |
| CN2659933Y (en) * | 2003-11-04 | 2004-12-01 | 王玉涛 | Low viberationand low noise oblique gap butt-jointed rail |
| CN1580401A (en) * | 2004-05-18 | 2005-02-16 | 郑亚楠 | Track traffic rail telescopic seam uninterruption technique |
| CN2763337Y (en) * | 2005-02-03 | 2006-03-08 | 赵忠昌 | Rail with inclined end face |
| CN1908302A (en) * | 2005-08-03 | 2007-02-07 | 秦国光 | Impact-free plug-in mounting interface for track |
| JP2009074245A (en) * | 2007-09-18 | 2009-04-09 | Kazuo Sugai | Opening of rail joint reforming method for rail for train |
| CN101353877A (en) * | 2008-08-21 | 2009-01-28 | 李青洋 | Rail and railway track constructed with the same |
| CN201485757U (en) * | 2009-08-12 | 2010-05-26 | 沈静 | Low-noise railway steel rail |
| CN201546137U (en) * | 2009-11-18 | 2010-08-11 | 刘旭凯 | Inclined surface steel rail |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160525 |
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| RJ01 | Rejection of invention patent application after publication |