US20130168461A1 - Expanding insert for a rail spike - Google Patents
Expanding insert for a rail spike Download PDFInfo
- Publication number
- US20130168461A1 US20130168461A1 US13/820,924 US201113820924A US2013168461A1 US 20130168461 A1 US20130168461 A1 US 20130168461A1 US 201113820924 A US201113820924 A US 201113820924A US 2013168461 A1 US2013168461 A1 US 2013168461A1
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- United States
- Prior art keywords
- leg
- expansion insert
- plane
- bend
- insert
- 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.)
- Abandoned
Links
- 239000000463 material Substances 0.000 claims abstract description 6
- 230000001154 acute effect Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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
- E01B9/04—Fastening on wooden or concrete sleepers or on masonry without clamp members
- E01B9/14—Plugs, sleeves, thread linings, or other inserts for holes in sleepers
-
- 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
- E01B9/04—Fastening on wooden or concrete sleepers or on masonry without clamp members
- E01B9/14—Plugs, sleeves, thread linings, or other inserts for holes in sleepers
- E01B9/16—Plugs, sleeves, thread linings, or other inserts for holes in sleepers for wooden sleepers
Definitions
- the invention relates to an expansion or expansion insert for rail spikes according to the preamble of patent claim 1 .
- the crosstie screws and rail spikes loosen.
- the track gauge and guiding distance and also the rail height are changed.
- the firm screw fit is re-established in that the old crosstie screws are removed and the hole is drilled out and cleaned.
- an expansion inert is introduced into this hole.
- the hole is filled with grouting compound and subsequently a new crosstie screw is screwed in, wherein the expansion insert provides the new crosstie screw with a firm hold.
- a base plate preferably a Lupolen base, is laid on the crosstie, usually before the hole is grouted.
- CH 514 734 proposes using an expansion insert, as per FIG. 5 , said expansion insert having the form of a helical spring.
- an expansion insert as per FIG. 3 is used.
- This expansion insert has three axially parallel legs, which are bent from a one-piece bar material. A free end which is at the top in the installed state of the expansion insert is bent substantially horizontally. This bend or catch is intended to be caught by the screw and to serve as an additional screw guide.
- rail spikes are usually used instead of crosstie screws.
- both of the expansion inserts described in CH 514 734 have the drawback that when used in combination with a rail spike, the pull-out resistance is too low.
- the pull-out resistance is understood to mean the resistance to a force with which the rail spike is intended to be pulled out of the crosstie.
- it was found that the introduction of a rail spike into a hole provided with such an expansion insert is problematic, because the expansion insert has often pushed the spike out of the center axis of the hole.
- EP 1 449 961 also discloses an expansion insert, which is advantageous in connection with screws having blunt screw ends.
- Similar drawbacks arise from the technical teaching of EP 1 449 361 and the use for rail spikes has proven difficult.
- an expansion insert for rail spikes has two, first and second legs that are connected together via a first bend and extend at least approximately parallel to one another, and also has a third leg connected to the second leg via a second bend.
- the first leg and the second leg are located in a common first plane and the third leg is located in a second plane which is substantially perpendicular to the first plane.
- the second plane extends through the second leg, as a result of which the expanding insert can be designed to be even more compact.
- the first leg has a free end which forms an at least approximately rectilinear extension of the first leg.
- the free end forms exactly a rectilinear extension.
- the third leg has a free end which forms at least approximately, preferably exactly, a rectilinear extension of the third leg.
- the first, leg and/or the third leg have at their free end(s) a hooking section which extends at an angle, preferably perpendicularly, to the respective leg.
- the expansion insert is produced in one piece from a bar material and is manufactured from a special steel.
- the first bend is located in the first plane and the second bend in the second plane.
- first and second legs extend, at least approximately parallel to one another and/or wherein the first leg and the second leg are at least approximately the same length.
- the third leg extends at an acute angle or at least approximately parallel to the second leg.
- the first bend and the second bend have the same bending radius.
- the first and the second bend can in this case be formed in a semicircular or quadrant-shaped manner, wherein two quadrant-shaped bends are then connected via a straight leg. In the latter embodiment, it is also possible to refer to a web.
- FIG. 1 shows a cross section through a railroad crosstie having expansion inserts according to the invention
- FIG. 2 shows a side view of a rail spike for use in combination with the expansion inserts according to FIG. 1 ;
- FIG. 3 shows a view from the front of the rail spike from FIG. 2 ;
- FIG. 4 shows a view from below of the rail spike from FIG. 2 ;
- FIG. 5 shows a side view of an expansion insert from the right
- FIG. 6 shows a front view of the expansion insert according to FIG. 5 ;
- FIG. 7 shows a side view of the expansion insert according to FIG. 5 from the left;
- FIG. 8 shows a top view of the expansion insert. according to FIG. 5 ;
- FIG. 9 shows a perspective view of the expansion insert.
- FIG. 1 illustrates a cross section through a track section of a railroad crosstie.
- a rail 2 is fastened to a rib place 5 by means of rail spikes 7 .
- the rail spikes 7 project through openings 50 in the rib plate and extend into holes 3 which are produced in the crosstie 1 , wherein the rail spikes 7 are fixed in the holes 3 .
- an expansion insert 4 is lowered into the holes 3 and optionally grouted in a watertight manner therein by means of a grouting compound 6 .
- the rail spikes 7 in the process clamp the rail 2 to the crosstie 1 or rib plate 5 .
- FIGS. 2 to 4 show an embodiment of a rail spike 7 for use in the track structure according to FIG. 1 .
- the rail spike 7 comprises a head section 70 , a shank section 71 adjoining the latter, and a spike tip section 72 which adjoins the shank section 71 .
- the spike tip section 72 ends with a spike tip 73 .
- the shank section 71 and the spike tip 72 extend along a center axis M.
- the head section 70 comes into contact with the rail 2 and clamps the latter against the rib plate 5 .
- the shank section 71 projects through the receiving opening 50 in the rib plate 5 and extends into the hole 3 in the crosstie.
- the shank section 71 has a square or rectangular cross section.
- the shank section 71 can also have a circular cross section.
- the spike tip section 72 is in this case designed such that the cross section of the spike tip section 72 , as seen from the shank section 71 , is reduced continuously.
- the degree of reduction is constant over the spike tip section 72 from the shank section 71 to the spike tip 73 .
- the spike tip 73 can have a multiplicity of different shapes. In the present embodiment, it is provided with a convex edge.
- Such a rail spike 7 typically has a diameter in the range of 14 to 19 mm, in particular 16 mm, and a length in the range of 130 to 180 mm, in particular 165 mm.
- FIGS. 5 to 9 illustrate the expansion insert 4 according to the invention. It is bent from, a one-piece bar material, preferably composed of special steel, as can also be used for reinforcing iron.
- the expansion insert 4 has three legs 40 , 41 , 42 , which are formed in a slightly resilient manner with respect to one another.
- a first and a second leg 40 , 41 extend at least approximately, here exactly, parallel to one another.
- the first and second legs 40 , 41 are connected together via a first bend 43 .
- the first leg 40 and the second leg 41 are located in a common first plane E 1 . That is to say that for example the center axes along which the legs 40 , 41 are part of this first plane E 1 and define this first plane 21 .
- This first plane E 1 extends in the plane of the drawing sheer in FIG. 6 and is indicated by a line E 1 in FIG. 5 .
- the first bend 43 is formed in a manner bent in the first plane E 1 of the two legs 40 , 41 , as can be seen best from FIG. 9 .
- the second leg 41 is adjoined by a second bend 44 which is then followed by the third leg 42 .
- the third leg 42 is located in a second plane E 2 which is perpendicular to the first plane E 1 .
- the second plane E 2 is located such that it extends through the second leg 41 such that the third leg 42 comes to lie over the second leg 41 .
- the second plane E 2 is illustrated correspondingly in FIG. 5 .
- the expansion insert 4 according to the invention can be used for rail spikes, since the expansion insert is inserted into the hole 3 such that all three legs 40 , 41 , 42 are in contact with the wall of the hole 3 and none of them reduces the cross section of the hole more than necessary.
- the rail spike can be driven in well without excessive deformation of the expansion insert being necessary, as occurs for example in embodiments of the prior art.
- the rail spike is not deflected from its axis during the driving in operation. While the rail spike is being driven in, the legs are pressed into the side wall of the hole. Consequently, the rail spike 7 and the expansion insert 4 are clamped together in the hole.
- the first leg 40 has a first free end 46 which forms at least approximately, preferably exactly, a rectilinear extension of this leg 40 .
- the third leg 42 has a second free end 45 , which forms at least approximately, preferably exactly, a rectilinear extension of this leg 42 .
- the third leg 42 is adjoined, by a hooking section 47 , which extends away from the third leg 42 at an angle, preferably perpendicularly, and extends preferably in the second, plane E 2 .
- the hooking section 47 is pushed into the wood of the crosstie by the hammering down of the rail spike, it being possible in this way to further increase the resistance to pulling out,
- the first leg 40 can comprise a hooking section (not illustrated here), which is designed in an analogous manner to the hooking section 47 .
- the second leg 41 is preferably designed to be longer than the first leg 40 , as can be seen in FIG. 2 .
- the third log is preferably designed to be shorter than the two other legs 40 , 41 . However, it extends preferably along at least two thirds of the length of the expansion insert 4 .
- all three legs 40 , 41 , 42 extend parallel to one another.
- the third leg 42 can extend at an acute angle to the second leg 41 , as can be seen best in FIG. 3 . Both embodiments are advantageous, since both provide a very compact structure.
- the first bend 43 and the second bend 44 have the same bending radius, this being advantageous with regard to the compact structure.
- the expansion insert can be designed to be very compact, this allowing insertion into holes 3 which have a comparatively small diameter, as is usual for holes for rail spikes.
- the first leg 40 typically has a length from the free end 46 to the first bend 43 of 75 to 105 mm. Particularly preferred is a length range between 78 and 98 mm, in particular 93 mm.
- the second leg 41 typically has a length from the first bend 43 to the second bend 44 of 90 to 120 mm.
- a length range between 95 and 110 mm, in particular 100 mm.
- the third leg 42 typically has a length from the free end 45 to the second bend 44 of 65 to 100 mm. Particularly preferred is a length range between 83 and 93 mm, in particular 88 mm.
- Both bends 43 , 44 have preferably a radius of 6 to 12 mm, particularly preferably of 8 to 10 mm, in particular 9 mm.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Rehabilitation Tools (AREA)
- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
Abstract
An expanding insert (4) for rail spikes is bent from a bar material and has two first and second limbs (40, 41) which are connected to one another via a first bend (43) and extend at least approximately parallel to one another, and a third limb (42) connected via a second bend (44) to the second limb (41). The first limb (40) and the second limb (41) are located in a common first plane (E1) and the third limb is located in a second plane (E2) which is substantially perpendicular to the first plane.
Description
- The invention relates to an expansion or expansion insert for rail spikes according to the preamble of patent claim 1.
- As a. result of stressing of railroad tracks, the crosstie screws and rail spikes loosen. The track gauge and guiding distance and also the rail height are changed. During rehabilitation of the tracks, the firm screw fit is re-established in that the old crosstie screws are removed and the hole is drilled out and cleaned. Subsequently, an expansion inert is introduced into this hole. The hole is filled with grouting compound and subsequently a new crosstie screw is screwed in, wherein the expansion insert provides the new crosstie screw with a firm hold. In order to correct the track height, a base plate, preferably a Lupolen base, is laid on the crosstie, usually before the hole is grouted.
- This method and the use of the expansion insert have now proven successful for many years. The method is known under the name Traversan crosstie rehabilitation. The method and the associated expansion insert are likewise described in CH 514 734.
- For crosstie screws having blunt screws, CH 514 734 proposes using an expansion insert, as per
FIG. 5 , said expansion insert having the form of a helical spring. For pointed screws, an expansion insert as perFIG. 3 is used. This expansion insert has three axially parallel legs, which are bent from a one-piece bar material. A free end which is at the top in the installed state of the expansion insert is bent substantially horizontally. This bend or catch is intended to be caught by the screw and to serve as an additional screw guide. - In some countries, rail spikes are usually used instead of crosstie screws. However, both of the expansion inserts described in CH 514 734 have the drawback that when used in combination with a rail spike, the pull-out resistance is too low. The pull-out resistance is understood to mean the resistance to a force with which the rail spike is intended to be pulled out of the crosstie. In addition, it was found that the introduction of a rail spike into a hole provided with such an expansion insert is problematic, because the expansion insert has often pushed the spike out of the center axis of the hole.
- EP 1 449 961 also discloses an expansion insert, which is advantageous in connection with screws having blunt screw ends. However, similar drawbacks arise from the technical teaching of EP 1 449 361 and the use for rail spikes has proven difficult.
- It is an object of the invention to increase the tensile strength of the arrangement and to allow use of rail spikes, in particular having a pointed end.
- Such an object is achieved by an expansion insert or expanding insert according to claim 1. Accordingly, an expansion insert for rail spikes has two, first and second legs that are connected together via a first bend and extend at least approximately parallel to one another, and also has a third leg connected to the second leg via a second bend. The first leg and the second leg are located in a common first plane and the third leg is located in a second plane which is substantially perpendicular to the first plane.
- As a result, it is possible to create an expansion insert in the case of which all three legs come to lie in the region of the surface of the hole in the crosstie, wherein consequently the cross section of the hole is only minimally reduced with the expansion insert inserted, thereby making it easy to drive in the rail spike.
- Preferably, the second plane extends through the second leg, as a result of which the expanding insert can be designed to be even more compact.
- Preferably, the first leg has a free end which forms an at least approximately rectilinear extension of the first leg. Particularly preferably, the free end forms exactly a rectilinear extension.
- Preferably, the third leg has a free end which forms at least approximately, preferably exactly, a rectilinear extension of the third leg.
- Preferably, the first, leg and/or the third leg have at their free end(s) a hooking section which extends at an angle, preferably perpendicularly, to the respective leg.
- Preferably, the expansion insert is produced in one piece from a bar material and is manufactured from a special steel.
- Preferably, the first bend is located in the first plane and the second bend in the second plane.
- Preferably, the first and second legs extend, at least approximately parallel to one another and/or wherein the first leg and the second leg are at least approximately the same length.
- Preferably, the third leg extends at an acute angle or at least approximately parallel to the second leg.
- Preferably, the first bend and the second bend have the same bending radius. The first and the second bend can in this case be formed in a semicircular or quadrant-shaped manner, wherein two quadrant-shaped bends are then connected via a straight leg. In the latter embodiment, it is also possible to refer to a web.
- Further embodiments are specified in the dependent claims.
- Preferred, embodiments of the invention are described in the following text with reference to the drawings, which serve merely for explanatory purposes and should not be interpreted as being restrictive. In the drawings:
-
FIG. 1 shows a cross section through a railroad crosstie having expansion inserts according to the invention; -
FIG. 2 shows a side view of a rail spike for use in combination with the expansion inserts according toFIG. 1 ; -
FIG. 3 shows a view from the front of the rail spike fromFIG. 2 ; -
FIG. 4 shows a view from below of the rail spike fromFIG. 2 ; -
FIG. 5 shows a side view of an expansion insert from the right; -
FIG. 6 shows a front view of the expansion insert according toFIG. 5 ; -
FIG. 7 shows a side view of the expansion insert according toFIG. 5 from the left; -
FIG. 8 shows a top view of the expansion insert. according toFIG. 5 ; and -
FIG. 9 shows a perspective view of the expansion insert. -
FIG. 1 illustrates a cross section through a track section of a railroad crosstie. On a crosstie 1, a rail 2. is fastened to arib place 5 by means ofrail spikes 7. The rail spikes 7 project throughopenings 50 in the rib plate and extend into holes 3 which are produced in the crosstie 1, wherein therail spikes 7 are fixed in the holes 3. When the firm spike fit is renewed, in order to fix therail spikes 7, in each case anexpansion insert 4 is lowered into the holes 3 and optionally grouted in a watertight manner therein by means of agrouting compound 6. The rail spikes 7 in the process clamp the rail 2 to the crosstie 1 orrib plate 5. -
FIGS. 2 to 4 show an embodiment of arail spike 7 for use in the track structure according toFIG. 1 . Therail spike 7 comprises ahead section 70, ashank section 71 adjoining the latter, and aspike tip section 72 which adjoins theshank section 71. Thespike tip section 72 ends with aspike tip 73. As seen, from thehead section 70, theshank section 71 and thespike tip 72 extend along a center axis M. Thehead section 70 comes into contact with the rail 2 and clamps the latter against therib plate 5. Theshank section 71 projects through the receivingopening 50 in therib plate 5 and extends into the hole 3 in the crosstie. - Preferably, the
shank section 71 has a square or rectangular cross section. Alternatively, theshank section 71 can also have a circular cross section. - The
spike tip section 72 is in this case designed such that the cross section of thespike tip section 72, as seen from theshank section 71, is reduced continuously. Preferably, the degree of reduction is constant over thespike tip section 72 from theshank section 71 to thespike tip 73. - The
spike tip 73 can have a multiplicity of different shapes. In the present embodiment, it is provided with a convex edge. - Such a
rail spike 7 typically has a diameter in the range of 14 to 19 mm, in particular 16 mm, and a length in the range of 130 to 180 mm, in particular 165 mm. -
FIGS. 5 to 9 illustrate theexpansion insert 4 according to the invention. It is bent from, a one-piece bar material, preferably composed of special steel, as can also be used for reinforcing iron. - The
expansion insert 4 has threelegs second leg second legs first bend 43. Thefirst leg 40 and thesecond leg 41 are located in a common first plane E1. That is to say that for example the center axes along which thelegs FIG. 6 and is indicated by a line E1 inFIG. 5 . Thefirst bend 43 is formed in a manner bent in the first plane E1 of the twolegs FIG. 9 . - Opposite the
first bend 43, thesecond leg 41 is adjoined by asecond bend 44 which is then followed by thethird leg 42. Thethird leg 42 is located in a second plane E2 which is perpendicular to the first plane E1. Preferably, the second plane E2 is located such that it extends through thesecond leg 41 such that thethird leg 42 comes to lie over thesecond leg 41. The second plane E2 is illustrated correspondingly inFIG. 5 . On account of this arrangement, theexpansion insert 4 according to the invention can be used for rail spikes, since the expansion insert is inserted into the hole 3 such that all threelegs rail spike 7 and theexpansion insert 4 are clamped together in the hole. - The
first leg 40 has a firstfree end 46 which forms at least approximately, preferably exactly, a rectilinear extension of thisleg 40. - The
third leg 42 has a secondfree end 45, which forms at least approximately, preferably exactly, a rectilinear extension of thisleg 42. Preferably, thethird leg 42 is adjoined, by a hookingsection 47, which extends away from thethird leg 42 at an angle, preferably perpendicularly, and extends preferably in the second, plane E2. The hookingsection 47 is pushed into the wood of the crosstie by the hammering down of the rail spike, it being possible in this way to further increase the resistance to pulling out, - Optionally, the
first leg 40 can comprise a hooking section (not illustrated here), which is designed in an analogous manner to the hookingsection 47. - The
second leg 41 is preferably designed to be longer than thefirst leg 40, as can be seen inFIG. 2 . The third log is preferably designed to be shorter than the twoother legs expansion insert 4. - Preferably, all three
legs third leg 42 can extend at an acute angle to thesecond leg 41, as can be seen best inFIG. 3 . Both embodiments are advantageous, since both provide a very compact structure. - Preferably, the
first bend 43 and thesecond bend 44 have the same bending radius, this being advantageous with regard to the compact structure. On account of the arrangement of thefirst bend 43 and thesecond bend 44, the expansion insert can be designed to be very compact, this allowing insertion into holes 3 which have a comparatively small diameter, as is usual for holes for rail spikes. - The
first leg 40 typically has a length from thefree end 46 to thefirst bend 43 of 75 to 105 mm. Particularly preferred is a length range between 78 and 98 mm, in particular 93 mm. - The
second leg 41 typically has a length from thefirst bend 43 to thesecond bend 44 of 90 to 120 mm. - Particularly preferred is a length range between 95 and 110 mm, in particular 100 mm.
- The
third leg 42 typically has a length from thefree end 45 to thesecond bend 44 of 65 to 100 mm. Particularly preferred is a length range between 83 and 93 mm, in particular 88 mm. - Both bends 43, 44 have preferably a radius of 6 to 12 mm, particularly preferably of 8 to 10 mm, in particular 9 mm.
- 1 Crosstie
- 2 Rail
- 3 Hole
- 4 Expansion insert
- 40 First leg
- 41 Second leg
- 42 Third leg
- 43 First bend
- 44 Second bend
- 45 Free end
- 46 Free end
- 47 Hooking section
- 5 Rib plate
- 50 Receiving opening
- 6 Grouting compound
- 7 Rail spike
- 70 Head section
- 71 Shank section
- 72 Spike tip section
- 73 Spike Lip
- M Center axis
Claims (15)
1. An expansion insert (4) for rail spikes, wherein the expansion insert is bent from a bar material, has two, first and second legs (40, 41) that are connected together via a first bend (43) and extend at least approximately parallel to one another, and also has a third leg (42) connected to the second leg (41) via a second bend (44), characterized in that the first leg (40) and the second leg (41) are located in a common first plane (E1), and in that the third leg is located in a second. plane (22) which is substantially perpendicular to the first plane.
2. The expansion insert as claimed in claim 1 , characterized in that the second plane (E2) extends through the second leg (41).
3. The expansion insert as claimed in either of the preceding claims, characterized in that the first leg (40) has a free end (46) which forms an at least approximately rectilinear extension of the first leg (40).
4. The expansion insert as claimed in claim 3 , wherein the free end (46) of the first leg (40) forms exactly a rectilinear extension of the first leg (40).
5. The expansion insert as claimed in one of the preceding claims, wherein the third leg (42) has a free end (45) which forms at least approximately, preferably exactly, a rectilinear extension of the third leg (42).
6. The expansion insert, as claimed in one of the preceding claims, wherein the first leg (40) and/or the third leg (42) have at their free ends (46, 45) a hooking section (47) which extends at an angle, preferably perpendicularly, to the respective leg (40, 42).
7. The expansion insert as claimed in claim 6 , characterized in that the hooking section arranged on the first leg (40) is located in the first plane (E1), and/or in that the hooking section (47) arranged on the third leg (42) is located in the second plane (E2).
8. The expansion insert as claimed in one of the preceding claims, wherein it is produced in one piece from a bar material.
9. The expansion insert as claimed in one of the preceding claims, wherein the first bend (43) is located in the first plane, and/or wherein the second, bend (44) is located in the second plane.
10. The expansion insert as claimed in one of the preceding claims, wherein the first and second legs (40, 41) extend at least approximately parallel to one another and/or wherein the first leg (40) and the second leg (41) are at least approximately the same length.
11. The expansion insert as claimed in one of the preceding claims, wherein the third leg (42) extends at an acute angle or at least approximately parallel to the second leg (41).
12. The expansion insert as claimed in one of the preceding claims, wherein the third leg (42) is designed to be shorter than the first and/or second leg (40, 41).
13. The expansion insert as claimed in one of the preceding claims, wherein the third leg (42) extends along at least two thirds of the length of the expansion insert.
14. The expansion insert as claimed in one of claims 1 to 9, wherein the second leg (41) is designed to be longer than the first leg (40).
15. The expansion insert as claimed in one of the preceding claims, wherein the first bend (43) and the second bend (44) have the same bending radius.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10175436A EP2426257A1 (en) | 2010-09-06 | 2010-09-06 | Expansion insert for rail nail |
EP1075436.4 | 2010-09-06 | ||
PCT/EP2011/065307 WO2012032011A1 (en) | 2010-09-06 | 2011-09-05 | Expanding insert for a rail spike |
Publications (1)
Publication Number | Publication Date |
---|---|
US20130168461A1 true US20130168461A1 (en) | 2013-07-04 |
Family
ID=43480855
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/820,924 Abandoned US20130168461A1 (en) | 2010-09-06 | 2011-09-05 | Expanding insert for a rail spike |
Country Status (5)
Country | Link |
---|---|
US (1) | US20130168461A1 (en) |
EP (1) | EP2426257A1 (en) |
CA (1) | CA2809226A1 (en) |
EA (1) | EA022378B1 (en) |
WO (1) | WO2012032011A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10422085B2 (en) * | 2016-08-26 | 2019-09-24 | Pandrol Limited | Tie plate for railroad tracks with spike protectors |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9637867B2 (en) | 2014-08-05 | 2017-05-02 | Good Earth Tools, Inc. | Spike claw puller and method of manufacture thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1289718A (en) * | 1968-09-27 | 1972-09-20 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE756591A (en) * | 1969-09-24 | 1971-03-01 | Neumann Terrasan G | DEVICE AND METHOD FOR FIXING RAILS |
US3716608A (en) * | 1971-02-12 | 1973-02-13 | Neumann G Terrasan Erzeugnisse | Method for restoring railway ties |
PL1449961T3 (en) | 2003-11-04 | 2009-04-30 | Sersa Ag | Expansion insert for sleeper screws |
-
2010
- 2010-09-06 EP EP10175436A patent/EP2426257A1/en not_active Withdrawn
- 2010-10-12 EA EA201001468A patent/EA022378B1/en not_active IP Right Cessation
-
2011
- 2011-09-05 CA CA2809226A patent/CA2809226A1/en not_active Abandoned
- 2011-09-05 WO PCT/EP2011/065307 patent/WO2012032011A1/en active Application Filing
- 2011-09-05 US US13/820,924 patent/US20130168461A1/en not_active Abandoned
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1289718A (en) * | 1968-09-27 | 1972-09-20 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10422085B2 (en) * | 2016-08-26 | 2019-09-24 | Pandrol Limited | Tie plate for railroad tracks with spike protectors |
Also Published As
Publication number | Publication date |
---|---|
EA022378B1 (en) | 2015-12-30 |
CA2809226A1 (en) | 2012-03-15 |
EP2426257A1 (en) | 2012-03-07 |
EA201001468A1 (en) | 2012-02-28 |
WO2012032011A1 (en) | 2012-03-15 |
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