CN1650070A - Railway rail fastening clip - Google Patents
Railway rail fastening clip Download PDFInfo
- Publication number
- CN1650070A CN1650070A CNA038094843A CN03809484A CN1650070A CN 1650070 A CN1650070 A CN 1650070A CN A038094843 A CNA038094843 A CN A038094843A CN 03809484 A CN03809484 A CN 03809484A CN 1650070 A CN1650070 A CN 1650070A
- Authority
- CN
- China
- Prior art keywords
- fastening clip
- section
- bent
- clip according
- rail
- 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.)
- Granted
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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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
- E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
- E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
- E01B9/46—Fastening the rail on the tie-plate by clamps
- E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
- E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Clamps And Clips (AREA)
- Connection Of Plates (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Passenger Equipment (AREA)
- Insertion Pins And Rivets (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种铁路铁轨紧固夹。The invention relates to a railway rail fastening clip.
背景技术Background technique
在GB 2199875B中,其公开内容包括在本文中作为参考文献。在该申请中,申请人公开了一种弹性铁路铁轨紧固夹90,如附图的图1和图2中所示。紧固夹90用一种金属棒制成,所述金属棒如此弯曲,即沿着金属棒从其一端到另一端,首先具有一基本上是直的第一部分10;然后是一弯曲的第二部分20;然后是一基本上是直的第三部分30,所述第三部分30的轴线与第一部分10的轴线形成一个基本上大于45°的角度,上述两条轴线位于同一平面中;然后是一反方向弯曲的第四部分40;然后是一第五部分50;然后是另一反方向弯曲的第六部分60;最后是一第七部分70,所述第七部分70形成紧固夹90的趾部。当从上方观察时,第五部分50和第七部分70看来是在第三部分30的相对侧上。In GB 2199875B, the disclosure of which is incorporated herein by reference. In this application, the applicant discloses a resilient railway
在使用时,紧固夹90安放在一个枕木100上并使第七部分70放置在一个铁轨110的底脚120上,第一部分10伸入枕木100的一个圆形盲孔140中,并且一个螺旋道钉130在第三部分30和第五部分50之间插入枕木100中。以这种方式使紧固夹90保持在适当位置,在所述适当位置,紧固夹90的趾部70压靠在铁轨底脚120上,以便压紧铁轨110,并且使紧固夹90的第二部分20和第三部分30的侧向部分接触铁轨底脚120的边缘,以便确保轨距保持不变,即以便防止铁轨110侧向移动。In use, the
申请人现在已经认识到可以对这种紧固夹90进行改进。Applicants have now recognized that improvements can be made to this
第一部分10插入其中的枕木100中的孔140必须钻得比第一部分10的直径稍大(例如,以15mm的直径容纳直径为14mm的第一部分10),以便避免所谓的“气压效应(pneumatic effect)”,在使第一部分10进入盲孔140和当在轧道解除应力操作期间从孔140中取出紧固夹90的第一部分10时,上述“气压效应”可能造成困难。然而,第一部分10的理想情况是较紧密地装配在孔140中,以便控制铁轨底脚120的侧向移动。The
发明内容Contents of the invention
按照本发明的一个实施例,提供了一种弹性铁路铁轨紧固夹,紧固夹是一种金属棒,所述金属棒如此弯曲,即沿着金属棒从其一端到另一端,首先具有一基本上是直的第一部分;然后是一弯曲的第二部分;然后是一基本上是直的第三部分,所述第三部分的轴线与第一部分的直线形成一个基本上大于45°的角度,上述两条轴线位于同一平面中;然后是一反方向弯曲的第四部分;然后是一第五部分;然后是另一反方向弯曲的第六部分;最后是一第七部分;这样的构造形式能使紧固夹安放在一个特定位置,以使得第三部分是水平的且第一部分向下延伸,以及当从上方观察时,第五部分和第七部分看来是在第三部分的相对侧,该紧固夹的特征在于:第一部分成形为包括一个具有一沿着其整个长度延伸的基本呈圆柱形的表面的区域和一个纵向延伸的部分,上述纵向延伸部分具有比第一部分的基本呈圆柱形的表面较少凸出的一表面。According to one embodiment of the present invention, there is provided a resilient railway rail fastening clip, the fastening clip is a metal rod bent such that along the metal rod from one end to the other end there is firstly a A substantially straight first portion; then a curved second portion; then a substantially straight third portion, the axis of which forms an angle substantially greater than 45° with the straight line of the first portion , the above two axes lie in the same plane; then a fourth part bent in the opposite direction; then a fifth part; then another sixth part bent in the opposite direction; finally a seventh part; such a structure The form enables the fastening clip to be placed in a specific position so that the third part is horizontal and the first part extends downwards, and when viewed from above, the fifth and seventh parts appear to be on opposite sides of the third part. On the other hand, the fastening clip is characterized in that the first portion is shaped to include a region having a substantially cylindrical surface extending along its entire length and a longitudinally extending portion having a substantially larger diameter than the first portion. A surface that is less convex than a cylindrical surface.
这样制造紧固夹的第一部分排除了气压阻力,并能将紧固夹的第一部分较容易地插入枕木的一个盲孔中以及从该盲孔中取出。Producing the first part of the fastening clip in this way eliminates air pressure resistance and makes it easier to insert and remove the first part of the fastening clip into and out of a blind hole of the sleeper.
优选地,纵向延伸部分的表面基本上是平的。Preferably, the surface of the longitudinally extending portion is substantially flat.
可供选择地,纵向延伸部分的表面是凹入的。Alternatively, the surface of the longitudinally extending portion is concave.
通常,形成紧固夹的棒具有基本呈圆形的横截面。在压靠在铁轨边缘上以防止铁轨侧向移动时,现有技术紧固夹的第二和第三部分因此只与铁轨的平坦边缘形成线接触,其结果是接触压力高且产生过早磨损,同时在紧固夹上的这些区域中形成一个平坦部分,并因此造成一些微小的轨距变宽。Typically, the bars forming the fastening clip have a substantially circular cross-section. When pressed against the edge of the rail to prevent sideways movement of the rail, the second and third parts of the prior art fastening clip therefore only make line contact with the flat edge of the rail, with the result high contact pressure and premature wear , while forming a flat portion in these areas on the fastening clip and thus causing some slight gauge widening.
因此,优选的是,在应用本发明的一种紧固夹中,第二部分的至少一部分和第三部分的至少一部分如此制造,即在其各自的侧向区域上具有在使用紧固夹时与铁轨接触的基本平坦的表面。Therefore, it is preferred that, in applying a fastening clip according to the invention, at least a part of the second part and at least a part of the third part are made such that, on their respective lateral areas, there is a A substantially flat surface that comes into contact with a rail.
因此,紧固夹第二和第三部分的平坦表面与铁轨边缘之间的接触压力小得多,大大减少了在紧固夹的这些区域上的磨损。Consequently, the contact pressure between the flat surfaces of the second and third portions of the clamp and the edge of the rail is much lower, considerably reducing wear on these areas of the clamp.
理想的是,第二部分的基本上是平坦的表面与第三部分的基本上是平坦的表面连接。Ideally, the substantially planar surface of the second part joins the substantially planar surface of the third part.
当第一部分的纵向延伸部分具有一基本上是平坦的表面时,该表面优选地与第二部分的基本上是平坦的表面连接。When the longitudinally extending portion of the first part has a substantially planar surface, this surface is preferably joined to the substantially planar surface of the second part.
附图说明Description of drawings
作为示例,现在将参照附图进行说明,其中:By way of example, reference will now be made to the accompanying drawings, in which:
图1和图2(上面已作了叙述)示出一种现有技术铁路铁轨紧固组件;Figures 1 and 2 (described above) illustrate a prior art railway rail fastening assembly;
图3至图7示出实施本发明的一种弹性铁路铁轨紧固夹的透视图、俯视图、侧视图、前视图和后视图;Figures 3 to 7 show perspective, top, side, front and rear views of a resilient railway rail fastening clip embodying the present invention;
图8示出包括实施本发明的一种紧固夹的铁路铁轨紧固组件的一部分的局部切去的透视图;Figure 8 shows a partially cutaway perspective view of a portion of a railroad track fastening assembly including a fastening clip embodying the present invention;
图9(A)-图9(D)是用于说明制造实施本发明的一种紧固夹的方法的视图;及9(A)-FIG. 9(D) are views for explaining a method of manufacturing a fastening clip embodying the present invention; and
图10示出另一种可供选择的实施本发明的紧固夹。Figure 10 shows another alternative fastening clip embodying the invention.
具体实施方式Detailed ways
如图3至图9中所示,实施本发明的一种铁路铁轨紧固夹9由这样一种金属棒制成,即从棒的一端A到棒的另一端B,包括一基本上是直的第一部分1、一弯曲的第二部分2、一基本上是直的第三部分3、一弯曲的第四部分4、一第五部分5、一弯曲的第六部分6及一形成紧固夹9趾部的第七部分7。第一部分1和第三部分3的纵向轴线位于同一平面中,第三部分3的轴线与第一部分1的轴线形成一个角度。在该实施例中示出角度α为90°,但α可以是基本上大于45°的任何角度。As shown in FIGS. 3 to 9, a railway
如在现有技术中那样,这样保持紧固夹9,以使紧固夹趾部通过一个拧入枕木15中的螺旋道钉13压靠在铁轨底脚12上,该螺旋道钉13的钉头压靠在紧固夹的第三部分3和第五部分5上。As in the prior art, the
紧固夹9如此制造,即在第一部分1上形成一个具有一沿着其整个长度延伸的一般呈圆柱形的表面1B的区域和一个纵向延伸部分1A,上述纵向延伸部分1A具有比一般呈圆柱形的表面区域1B较少凸出的一表面。在该实施例中,纵向延伸部分包括一个平面1A。紧固夹9在本实施例中还被制造成在第二部分2上具有一个平面2A和在第三部分3上具有一个平面3A,平面2A和3A位于第二部分2和第三部分3的各自的接触铁轨底脚12的边缘的侧面区域上。为了便于制造,平面1A与平面2A是连接的,而平面2A接下来又与平面3A是连接的。但这不是必需的。The
第一部分1上的平面1A用来避免当第一部分1插入枕木15内的一个直径相同而不是稍大的盲孔14中时将产生的气压阻力,因而能使第一部分1在孔14中较紧密地配合,并因此阻止铁轨底脚12的侧向移动。如图10中所示,平面1A可以由在第一部分1中形成的一个凹槽1C代替,以便达到同样的目的,但为制造方便,优选的是希望紧固夹在与平面2A、3A同一侧上具有一平面1A。The
紧固夹9第二部分2和第三部分3上的预成型平面2A、3A用于防止轨距变宽,否则如果这些部分的横截面为圆形并在这些区域上磨出一个平面,则在这些区域中会发生轨距变宽。这些预成型平面也可以有利地适用于在其向下的支腿上没有一个平面或凹槽的铁轨夹。The
一种具有平面1A、2A和3A的紧固夹9可以用图9(A)至图9(D)所示的方法制成。在图9(A)中,一种预先弯曲的形状被水平地支承,并且平面1A、2A和3A通过沿箭头A方向被挤压而形成。然后垂直支承部分成型的紧固夹(图9(B)),并将一个力沿箭头B的方向(图9(C))施加到待形成第七部分7的部分上,以便将该部分弯曲至其最终形状,因而形成一种实施本发明的紧固夹(图9(D))。A fastening
如附图中图4至图7所示,实施本发明的一种典型的紧固夹的尺寸如下:l=143mm,w=76mm,a=75mm,b=97mm,c=46mm,d=14mm,e=30mm,f=45mm,g=13mm,r1=8mm,r2=12.5mm和α=90°。As shown in Figure 4 to Figure 7 in the accompanying drawings, the size of a typical fastening clip implementing the present invention is as follows: l=143mm, w=76mm, a=75mm, b=97mm, c=46mm, d=14mm , e=30mm, f=45mm, g=13mm, r1=8mm, r2=12.5mm and α=90°.
Claims (7)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0209867A GB2388141B (en) | 2002-04-30 | 2002-04-30 | Railway rail fastening clip |
| GB0209867.1 | 2002-04-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1650070A true CN1650070A (en) | 2005-08-03 |
| CN1304696C CN1304696C (en) | 2007-03-14 |
Family
ID=9935796
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB038094843A Expired - Fee Related CN1304696C (en) | 2002-04-30 | 2003-04-04 | Railway rail fastening clip |
Country Status (12)
| Country | Link |
|---|---|
| EP (1) | EP1499777B1 (en) |
| CN (1) | CN1304696C (en) |
| AR (1) | AR039503A1 (en) |
| AU (1) | AU2003226532A1 (en) |
| BR (1) | BR0309538B1 (en) |
| DE (1) | DE60312313T2 (en) |
| EC (1) | ECSP045398A (en) |
| GB (1) | GB2388141B (en) |
| MY (1) | MY131242A (en) |
| PE (1) | PE20031043A1 (en) |
| UY (1) | UY27782A1 (en) |
| WO (1) | WO2003093580A1 (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1449890A (en) * | 1973-12-28 | 1976-09-15 | Pandrol Ltd | Fastening railway rails |
| GB8629513D0 (en) * | 1986-12-10 | 1987-01-21 | Pandrol Ltd | Railway rail-fastening clip |
| FR2621619B1 (en) * | 1987-10-07 | 1990-03-02 | Allevard Ind Sa | RAILWAY FIXING FASTENER HAVING TRAVEL STOPPING MEANS AND FASTENING SPRING |
| FR2639971B1 (en) * | 1988-12-02 | 1991-02-08 | Vape Sa Ets | FLANGE FOR QUICK FIXING OF A RAILWAY RAIL AND CROSS-SECTION PROVIDED WITH SUCH A FLANGE |
| DE19607339A1 (en) * | 1996-02-27 | 1997-08-28 | Vossloh Werke Gmbh | Device for the highly elastic fastening of railroad tracks to standard concrete sleepers |
| GB2358034B (en) * | 1997-07-15 | 2001-09-26 | Pandrol Ltd | Railway rail fastening assembly |
| CA2270299A1 (en) * | 1998-10-14 | 2000-04-14 | Jude Igwemezie | Rail retaining device |
-
2002
- 2002-04-30 GB GB0209867A patent/GB2388141B/en not_active Expired - Fee Related
-
2003
- 2003-04-04 WO PCT/GB2003/001480 patent/WO2003093580A1/en not_active Ceased
- 2003-04-04 BR BRPI0309538-0A patent/BR0309538B1/en active IP Right Grant
- 2003-04-04 EP EP03747358A patent/EP1499777B1/en not_active Expired - Lifetime
- 2003-04-04 CN CNB038094843A patent/CN1304696C/en not_active Expired - Fee Related
- 2003-04-04 AU AU2003226532A patent/AU2003226532A1/en not_active Abandoned
- 2003-04-04 DE DE60312313T patent/DE60312313T2/en not_active Expired - Fee Related
- 2003-04-14 MY MYPI20031398A patent/MY131242A/en unknown
- 2003-04-25 PE PE2003000416A patent/PE20031043A1/en not_active Application Discontinuation
- 2003-04-28 UY UY27782A patent/UY27782A1/en not_active Application Discontinuation
- 2003-04-30 AR ARP030101512A patent/AR039503A1/en active IP Right Grant
-
2004
- 2004-10-29 EC EC2004005398A patent/ECSP045398A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| PE20031043A1 (en) | 2004-02-09 |
| DE60312313D1 (en) | 2007-04-19 |
| AR039503A1 (en) | 2005-02-23 |
| EP1499777A1 (en) | 2005-01-26 |
| CN1304696C (en) | 2007-03-14 |
| DE60312313T2 (en) | 2007-06-14 |
| EP1499777B1 (en) | 2007-03-07 |
| GB2388141A (en) | 2003-11-05 |
| BR0309538B1 (en) | 2013-04-30 |
| GB2388141B (en) | 2005-05-25 |
| UY27782A1 (en) | 2003-05-30 |
| ECSP045398A (en) | 2005-01-28 |
| AU2003226532A1 (en) | 2003-11-17 |
| GB0209867D0 (en) | 2002-06-05 |
| BR0309538A (en) | 2005-02-01 |
| WO2003093580A1 (en) | 2003-11-13 |
| MY131242A (en) | 2007-07-31 |
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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 | ||
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Granted publication date: 20070314 Termination date: 20100404 |