GB2394497A - Rail clip anchoring device and method of attaching it to a railway rail support - Google Patents
Rail clip anchoring device and method of attaching it to a railway rail support Download PDFInfo
- Publication number
- GB2394497A GB2394497A GB0229028A GB0229028A GB2394497A GB 2394497 A GB2394497 A GB 2394497A GB 0229028 A GB0229028 A GB 0229028A GB 0229028 A GB0229028 A GB 0229028A GB 2394497 A GB2394497 A GB 2394497A
- Authority
- GB
- United Kingdom
- Prior art keywords
- boss
- support
- anchoring device
- recess
- steel
- 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
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 44
- 238000000034 method Methods 0.000 title claims description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 241001669679 Eleotris Species 0.000 claims abstract description 5
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000005555 metalworking Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 101150006257 rig-4 gene Proteins 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P11/00—Connecting or disconnecting metal parts or objects by metal-working techniques not otherwise provided for
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B17/00—Connecting constructional elements or machine parts by a part of or on one member entering a hole in the other and involving plastic deformation
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/42—Undetachably joining or fastening track components in or on the track, e.g. by welding, by gluing; Pre-assembling track components by gluing; Sealing joints with filling components
-
- 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
-
- 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
- E01B9/40—Tie-plates for flat-bottom rails
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B19/00—Bolts without screw-thread; Pins, including deformable elements; Rivets
- F16B19/04—Rivets; Spigots or the like fastened by riveting
- F16B19/06—Solid rivets made in one piece
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
- F16B5/04—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of riveting
- F16B5/045—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of riveting without the use of separate rivets
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B26/00—Tracks or track components not covered by any one of the preceding groups
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Connection Of Plates (AREA)
Abstract
A boss (11), extending from the bottom of a body (10) of the anchoring device (1), is inserted into a hole (20) passing through the support (2) e.g. a steel sleeper at a location on its surface (2a) at which the anchoring device (1) is to be attached until the anchoring device body (10) abuts the support surface (2a). The steel around the hole (20) in a region on the support surface (2b) opposite to that on which the anchoring device body (10) is located is compressed while the anchoring device (1) is held in place, so that the compressed steel flows plastically against the boss (11) within the hole (12), until the force applied to the boss (11) brings about elongation thereof, whereby the boss (11) undergoes an elastic set which clamps the boss (11) to the support (2). The boss (11) may be provided with at least one non-helical recess (12) in its flank, such that the compressed steel also flows plastically into the said recess (12).
Description
METHOD OF ATTACHING RAIL CLIP ANCHORING DEVICE TO A
RAILWAY RAIL SUPPORT
5 The present invention relates to a method of attaching a rail clip anchoring device to a railway rail support, such as a railway sleeper or baseplate.
At present cast iron rail clip anchoring devices, or "shoulders", are attached to rolled steel baseplates 10 using separate fasteners, for example bolts and nuts, or by welding. However, owing to the large number of shoulder/baseplate assemblies that are required it is desirable in order to reduce costs to fasten the shoulder to the baseplate without the additional 15 expense of a separate fastening component. For the same reason it is also desirable to keep machining of either the baseplate or the shoulder to a minimum.
Similar problems arise with attaching shoulders to steel sleepers.
20 According to a first aspect of the present invention there is provided a method of attaching a steel railway rail support to a ductile iron rail clip anchoring device, which method comprises: inserting a boss, extending from the bottom of a 25 body of the anchoring device, into a hole passing through the support at a location on its surface at which the anchoring device is to be attached until the anchoring device body abuts the support surfaces and compressing the steel around the hole in a region 30 on the support surface opposite to that on which the anchoring device body is located, while the anchoring device is held in place, so that the compressed steel flows plastically against the boss within the hole, until the force thereby applied to the boss brings
about elongation thereof, whereby the boss undergoes an elastic set which clamps the boss to the support.
This method is quick and simple and has the additional advantages that (a) there is no requirement 5 for a separate fastening component, (b) there is no need to induce heat into either component, (c) there is no need to clean rust or scale from either component, and (d) the method can be performed with common metalworking tools. Furthermore, unlike methods which 10 simply hold the shoulder in place, a shoulder and support joined using this method must undergo stress reversal before they can be separated.
Preferably, the boss is provided with at least one recess in its flank and the compressed steel also flows 15 plastically into-that recess. Desirably, the recess comprises a single non-helical groove extending around the boss. Alternatively, the flank of the boss may be provided with a plurality of recesses, each comprising a non-helical groove extending around the boss.
20 The step of compressing the steel around the hole is preferably performed by applying a penetrating tool, having a working face of desired shape, to the surface of the support opposite to that on which the anchoring device body is located until the tool has entered the 25 sleeper surface for a desired distance. The penetrating tool may be shaped to allow the said elongation of the boss.
The step of inserting the boss into the hole in the support may be performed by supporting the 30 anchoring device so that the boss extends upwardly and then lowering the support such that the boss passes through the hole.
Typically, the support will be provided with two such holes and the method will be carried out simultaneously with respect to both holes thereby to attach two anchoring devices to the support.
5 The or each hole may be punched into the steel support. According to a second aspect of the present invention there is provided a rail clip anchoring device, for use with a method embodying the first 10 aspect of the present invention, which device has an anchoring device body and, extending from the bottom of that body, a boss provided with at least one recess in its flank, the recess comprising a single non-helical groove extending around the boss.
15 According to a third aspect of the present invention there is provided a railway rail fastening assembly comprising a steel railway rail support, having two holes therethrough, and two ductile iron rail clip anchoring devices, each anchoring device 20 having an anchoring device body and, protruding from the bottom of that body, a boss which extends into a respective one of the said holes in the support, the boss of each anchoring device having an elastic set whereby the boss is clamped to the support, wherein the 25 boss of at least one of the anchoring devices has at least one recess provided in its flank, the recess comprising a single non-helical groove extending around the boss. The boss may be provided with a plurality of recesses, each comprising a non-helical groove 30 extending around the boss.
The profile of the or each groove is preferably substantially that of a buttress thread. 15. The or
each recess is preferably provided adjacent a free end of the boss.
Reference will now be made, by way of example, to the accompanying drawings, in which: 5 Figures 1, 2 and 3 show in perspective respective simplified representations of a shoulder, a portion of a baseplate and a penetrating tool for use in a method embodying the first aspect of the present invention) Figures 4 to 8 illustrate steps in a method 10 embodying the first aspect of the present invention; Figure 9 shows a typical groove profile used in a shoulder embodying the second aspect of the present invention; and Figures 10 to 12 show views of a 15 baseplate/shoulder assembly produced using a method embodying the first aspect of the present invention.
In a method embodying the first aspect of the present invention a ductile iron rail clip anchoring device, hereafter called a shoulder, is attached to a 20 steel baseplate. A simplified representation of a shoulder 1 is shown in Figure 1. The shoulder 1 is a ductile iron casting and has a body 10 from which there extends a cylindrical elongate boss 11 provided around its flank with a plurality of grooves 12 spaced along 25 its length, the first of the grooves 12 being adjacent to the free end 13 of the boss 11. The boss 11 may be of any length less than or equal to the thickness of the baseplate 2 to which the shoulder 1 is to be attached and can be of any cross-sectional shape, 30 although for ease of manufacture a cylindrical cross-
section is preferred.
A simplified representation of a portion of a rolled steel baseplate 2 to which the shoulder 1 of
Figure 1 may be attached is shown in Figure 2, the baseplate 2 having a throughhole 20 of cylindrical cross-section. Each baseplate 2 will have two such holes 20, preferably formed by punching through the 5 baseplate 2, at locations corresponding to the desired positions of the respective shoulders 1 to be fastened to the baseplate 2. The baseplate 2 has a top face 2a and a bottom face 2b.
In a method embodying the first aspect of the 10 present invention, as shown in Figure 4 firstly two shoulders 1 (only one shown throughout) are held in a fixture jig 4 (not shown in Figure 4) such that their respective bosses 11 extend upwardly. The baseplate 2 is then positioned, with its top face 2a facing 15 downwards, as shown in Figure 5, such that the holes 20 therein slip over the bosses 11 and the top face 2a of the baseplate 2 makes contact with the respective bodies 10 of the shoulders 1. Using a press (not shown), for example a mechanical or hydraulic metal 20 working press of around 200 ton (203.21 tonnes) capacity, a penetrating tool 3 is brought into contact with the bottom face 2b of the baseplate 2, as shown in Figure 6. As shown in Figure 3 the tool 3 is similar to a hollow punch, having a circular working face 30 25 and a void 31. The working face 30 of the tool 3 is chosen so as to be a little larger in diameter than the hole 20 in the baseplate 2 and in use is brought into contact with the region of the bottom face 2b of the baseplate 2 around the hole 20. As shown in Figure 7 30 the press forces the tool 3 against the bottom face 2b of the baseplate 2 until the shear strength of the baseplate material is exceeded, whereupon the working face 30 of the tool 3 penetrates the bottom face 2b for
a predetermined distance. As a result, steel in the region of the baseplate 2 where the tool 3 has penetrated flows plastically into the grooves 12 and exerts a compressive force against the flank of the 5 boss 11 which acts in such a way that the boss 11 deforms, i.e. stretches. Since the boss 11 is constrained at one end by the body 10 of the shoulder 1 held in the fixing rig 4, the boss 11 can stretch only upwardly, towards the opening of the hole 20 in the 10 bottom face 2b of the baseplate 2. The void 31 is provided in the tool 3 to allow for this to happen while the tool 3 is being pressed into the baseplate 2.
The stretching of the boss 11 results in an elastic set in the boss 11, which remains after the penetrating 15 tool 3 is backed off, and produces a restoring clamping force, similar to that provided by a bolt, which holds the shoulder 1 on the baseplate 2. This stress, acting normal to the baseplate surface 2a, must be overcome (reversed) before any load applied to the shoulder 1 20 can succeed in lifting the shoulder 1 from the baseplate 2. The assembled shoulder 1 and baseplate 2 are shown in Figures 8, 10 and 11. Retention of the shoulder 1 on the baseplate 2 is assisted by frictional resistance between the boss 11 and the baseplate 25 material in contact with it, and by the steel forced into the grooves 12 in the boss 11 which is in shear at the interface between the boss 11 and the baseplate 2.
Although Figure 1 and related Figures show a shoulder 1 having a plurality of grooves 12, a method embodying 30 the first aspect of the invention could usefully employ a boss 11 without any grooves 12 or other recesses, in which case the clamping force between the shoulder 1 and baseplate 2 would not be as great. Preferably,
however, a boss 11 having a single, coarser groove may be used instead, as shown in Figure 12, and in fact such an arrangement is likely to be more effective than a plurality of grooves and would be easier to 5 manufacture. Figure 12 shows a section through a baseplate 2, to which a shoulder 1 had been attached using a method embodying the first aspect of the present invention and has now been removed following cutting of the baseplate 2. An indent 22 left by the 10 action of the penetrating tool 3 on the bottom face 2b of the baseplate 2 can be seen. A groove 12 having a modified buttress thread profile, where the direction of axial loading is opposite in direction to a normal buttress thread, is preferred, as shown in Figure 9.
15 Typical values for the dimensions and angles of the groove 12 shown in Figure 9 are: a=6.96mm, b=4.00mm, c=1.70mm, d=1.20mm, e=0.50mm, A=87 , B=58 and C=35 .
Claims (1)
1. A method of attaching a steel railway rail support to a ductile iron rail clip anchoring device, which 5 method comprises: inserting a boss, protruding from the bottom of a body of the anchoring device, into a hole passing through the support at a location on its surface at which the anchoring device is to be attached until the 10 anchoring device body abuts the support surface; and compressing the steel around the hole in a region on the support surface opposite to that on which the anchoring device body is located, while the anchoring device is held in place, so that the compressed steel 15 flows plastically against the boss within the hole, until the force thereby applied to the boss brings about elongation thereof, whereby the boss undergoes an elastic set which clamps the boss to the support.
20 2. A method as claimed in claim 1, wherein the boss is provided with at least one recess in its flank and the compressed steel also flows plastically into the said recess.
25 3. A method as claimed in claim 2, wherein the recess comprises a single non-helical groove extending around the boss.
4. A method as claimed in claim 2, wherein the flank 30 of the boss is provided with a plurality of recesses, each comprising a non-helical groove extending around the boss.
5. A method as claimed in any preceding claim, wherein the step of compressing the steel around the hole is performed by applying a penetrating tool, having a working face of a desired shape, to the 5 surface of the support opposite to that on which the anchoring device body is located until the tool has entered the support surface for a desired distance.
6. A method as claimed in claim 5, wherein the said 10 penetrating tool is shaped to allow the said elongation of the boss.
7. A method as claimed in any preceding claim, wherein the step of inserting the boss into the hole in 15 the support is performed by supporting the anchoring device so that the boss extends upwardly and then lowering the support such that the boss passes through the hole.
20 8. A method as claimed in any preceding claim, wherein the support is provided with two such holes and the method is carried out simultaneously with respect to both holes thereby to attach two anchoring devices to the support.
9. A method as claimed in any preceding claim, wherein the said hole or holes are punched into the steel support.
30 10. A method as claimed in any one of claims 1 to 9, wherein the said railway rail support is a railway sleeper.
11. A method as claimed in any one of claims 1 to 9, wherein the said railway rail support is a railway rail baseplate. 5 12. A method of attaching a steel railway support to a ductile iron rail clip anchoring device substantially as hereinbefore described with reference to Figures 4 to 8 of the accompanying drawings.
10 13. A rail clip anchoring device, for use with the method of any preceding claim, which device has an anchoring device body and, protruding from the bottom of that body, a boss provided with at least one recess in its flank, the recess comprising a single non 15 helical groove extending around the boss.
14. A device as claimed in claim 13, wherein the flank of the boss is provided with a plurality of such recesses. 15. A device as claimed in claim 13 or 14, wherein the profile of the or each groove is substantially that of a buttress thread.
25 16. A device as claimed in any one of claims 13 to 15, wherein the or each recess is provided adjacent a free end of the boss.
17. A rail clip anchoring device substantially as 30 hereinbefore described with reference to Figure 1 or Figure 9 or Figure 12 of the accompanying drawings.
18. A railway rail fastening assembly comprising a steel railway rail support, having two holes therethrough, and two ductile iron rail clip anchoring devices, each anchoring device having an anchoring 5 device body and, protruding from the bottom of that body, a boss which extends into a respective one of the said holes in the support, the boss of each anchoring device having an elastic set whereby the boss is clamped to the support, wherein the boss of at least 10 one of the anchoring devices has at least one recess provided in its flank, the recess comprising a single non-helical groove extending around the boss.
19. An assembly as claimed in claim 18, wherein the 15 flank of the boss is provided with a plurality of such recesses. 20. An assembly as claimed in claim 18 or 19, wherein the profile of the or each groove is substantially that 20 of a buttress thread.
21. An assembly as claimed in any one of claims 18 to 20, wherein the or each recess is provided adjacent a free end of the boss.
22. An assembly as claimed in any one of claims 18 to 21, wherein the said railway rail support is a railway sleeper. 30 23. An assembly as claimed in any one of claims 18 to 21, wherein the said railway rail support is a railway rail baseplate.
24. A railway rail fastening assembly substantially as hereinbefore described with reference to Figure 8, 10 or 11 of the accompanying drawings.
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2003271905A AU2003271905A1 (en) | 2002-10-22 | 2003-10-07 | Method of attaching rail clip anchoring device to a railway rail support |
CA002499022A CA2499022A1 (en) | 2002-10-22 | 2003-10-07 | Method of attaching rail clip anchoring device to a railway rail support |
US10/530,551 US20060060662A1 (en) | 2002-10-22 | 2003-10-07 | Method of attaching rail clip anchoring device to a railway rail support |
PCT/GB2003/004323 WO2004038103A1 (en) | 2002-10-22 | 2003-10-07 | Method of attaching rail clip anchoring device to a railway rail support |
MXPA05004258A MXPA05004258A (en) | 2002-10-22 | 2003-10-07 | Method of attaching rail clip anchoring device to a railway rail support. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GBGB0224581.9A GB0224581D0 (en) | 2002-10-22 | 2002-10-22 | Method of attaching rail clip anchoring device to sleeper |
Publications (3)
Publication Number | Publication Date |
---|---|
GB0229028D0 GB0229028D0 (en) | 2003-01-15 |
GB2394497A true GB2394497A (en) | 2004-04-28 |
GB2394497B GB2394497B (en) | 2005-08-24 |
Family
ID=9946364
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GBGB0224581.9A Ceased GB0224581D0 (en) | 2002-10-22 | 2002-10-22 | Method of attaching rail clip anchoring device to sleeper |
GB0229028A Expired - Fee Related GB2394497B (en) | 2002-10-22 | 2002-12-12 | Method of attaching rail clip anchoring device to a railway rail support |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GBGB0224581.9A Ceased GB0224581D0 (en) | 2002-10-22 | 2002-10-22 | Method of attaching rail clip anchoring device to sleeper |
Country Status (1)
Country | Link |
---|---|
GB (2) | GB0224581D0 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107816628A (en) * | 2016-09-12 | 2018-03-20 | 普瑞车联有限公司 | The sub-assembly of casting including casting, mold and casting method |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB968659A (en) * | 1963-07-16 | 1964-09-02 | Lockspike Ltd | A railway rail and fastening arrangement |
GB1305871A (en) * | 1971-01-26 | 1973-02-07 | ||
US3888414A (en) * | 1973-05-03 | 1975-06-10 | Ressorts Du Nord Sa | Resiliently yieldable rail fastening |
US3982692A (en) * | 1974-07-19 | 1976-09-28 | R. Stahl Aufzuege Gmbh | Clamping means for elevator guide rails and the like |
GB1510224A (en) * | 1975-11-07 | 1978-05-10 | Pandrol Ltd | Railway rail fastening clip and a railway rail-and-fastening assembly employing it |
US4150792A (en) * | 1977-02-25 | 1979-04-24 | Portec, Inc. | Rail fastener |
GB2062071A (en) * | 1979-10-29 | 1981-05-20 | Everts & Van Der Weyden Nv | Fastening Railway Rails |
GB2100323A (en) * | 1981-06-16 | 1982-12-22 | Tetsudo Kizai Kogyo Co Ltd | Securing a railway rail to a base |
GB2146375A (en) * | 1983-09-09 | 1985-04-17 | Dayco Corp | Rail fastening insulator |
FR2566017A1 (en) * | 1984-06-14 | 1985-12-20 | Vanotti Gerard | Device for fixing and centring a railway rail on its supports |
-
2002
- 2002-10-22 GB GBGB0224581.9A patent/GB0224581D0/en not_active Ceased
- 2002-12-12 GB GB0229028A patent/GB2394497B/en not_active Expired - Fee Related
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB968659A (en) * | 1963-07-16 | 1964-09-02 | Lockspike Ltd | A railway rail and fastening arrangement |
GB1305871A (en) * | 1971-01-26 | 1973-02-07 | ||
US3888414A (en) * | 1973-05-03 | 1975-06-10 | Ressorts Du Nord Sa | Resiliently yieldable rail fastening |
US3982692A (en) * | 1974-07-19 | 1976-09-28 | R. Stahl Aufzuege Gmbh | Clamping means for elevator guide rails and the like |
GB1510224A (en) * | 1975-11-07 | 1978-05-10 | Pandrol Ltd | Railway rail fastening clip and a railway rail-and-fastening assembly employing it |
US4150792A (en) * | 1977-02-25 | 1979-04-24 | Portec, Inc. | Rail fastener |
GB2062071A (en) * | 1979-10-29 | 1981-05-20 | Everts & Van Der Weyden Nv | Fastening Railway Rails |
GB2100323A (en) * | 1981-06-16 | 1982-12-22 | Tetsudo Kizai Kogyo Co Ltd | Securing a railway rail to a base |
GB2146375A (en) * | 1983-09-09 | 1985-04-17 | Dayco Corp | Rail fastening insulator |
FR2566017A1 (en) * | 1984-06-14 | 1985-12-20 | Vanotti Gerard | Device for fixing and centring a railway rail on its supports |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107816628A (en) * | 2016-09-12 | 2018-03-20 | 普瑞车联有限公司 | The sub-assembly of casting including casting, mold and casting method |
CN107816628B (en) * | 2016-09-12 | 2020-09-25 | 普瑞车联有限公司 | Casting, assembly comprising a casting, casting mould and casting method |
Also Published As
Publication number | Publication date |
---|---|
GB2394497B (en) | 2005-08-24 |
GB0224581D0 (en) | 2002-12-04 |
GB0229028D0 (en) | 2003-01-15 |
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