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
• • 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
  • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
  • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
  • E01B7/00—Switches; Crossings
  • E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
  • E01B2205/00—Electrical insulation of railway track parts

Definitions

• the invention relates to a fastening for a rail, the foot of which is supported directly or indirectly on a concrete sleeper, comprising a multi-leg elastic tension clamp, of which at least one leg extends within a receptacle such as a shoulder or channel of a holder, which with the Concrete sleeper is connected, and at least one other leg is supported on the rail foot.
• the invention relates to an arrangement for fastening rails which have rail feet and are supported on concrete sleepers in the region of a switch or crossing, comprising a plurality of tension clamps with at least first and second legs, the first legs of the tension clamps being within one or more receptacles such as Shoulders or channels are fixed in the respective brackets and the second legs of at least some of the tensioning elements are supported on the rail feet.
• the tensioning clamp has an approximately M shape in plan view and comprises two outer legs and two inner legs, each of which is connected to one another via arch sections.
• the outer legs are fixed in receptacles of a holder, whereas the inner legs or the arch connecting them are supported on a rail foot.
• the holder has two mutually spaced shoulders with U-shaped channel-like openings as the receptacles into which the ends of the outer legs can be driven in order to then hold down the rail to be secured via the inner legs with the required pretension.
• the bracket can either be concreted in a concrete sleeper via a pin or z. B. connected by welding with a ribbed plate.
• a tensioning clamp forming an E-shape in plan view for fastening a rail is known from AT-C-350 608.
• one leg is hammered into a channel of an anchoring member, which in turn is cast in a concrete sleeper.
• a tension clamp having a W geometry can be found in DE-C-39 18 091. Sections of the tensioning clamp are fixed in a peg-shaped depression of an angle guide plate. Opposing sections of the tension clamp are supported on a rail foot. The tension clamp itself is connected to a concrete sleeper by a push-through screw.
• the present invention is based on the problem of further developing a rail fastening and an arrangement for fastening rails in such a way that structurally simple measures and space-saving can be done to the required extent.
• a rail fastening which is essentially characterized in that the holder is detachably arranged in the concrete sleeper or in a plate element supported thereon and is connected to the concrete sleeper via a screw element.
• a holder with a tension clamp which extends at least in sections within the holder, the holder being releasably insertable into a concrete sleeper or a plate element such as a ribbed plate or elevation in the area of a tongue root and then via a screw element such as a push-through screw with the Concrete sleeper is connected.
• the head of the screw element extends below the leg or legs, which are supported on the rail foot or an element by means of which one or more rail feet are secured.
• brackets are used in the tension clamps which have an M or E geometry and are firmly connected to the concrete sleeper or a ribbed plate.
• the holder is arranged in an insert consisting of electrically insulating material in the concrete sleeper.
• the holder engages in a form-fitting manner in the insert, which preferably has a cross section that deviates from a circular geometry. This opens up the possibility that the insert cast into the concrete sleeper is aligned during pouring in such a way that the holder receiving the tension clamp and positively engaging in the insert is aligned in the correct position relative to the rail, so that the tension clamp starting from the holder is the circumference is supported on the rail foot and can thus secure the rail.
• the insert When the concrete sleeper is being poured, the insert is preferably connected to the base plate of the casting mold via lugs, which are separated from the insert when the base plate is removed. This ensures that the insert has the desired orientation to the rail to be arranged on the concrete sleeper.
• the insert has a section of a hollow cylinder geometry with diametrically extending projections, to which corresponding projections in the holder are assigned, so that these are aligned with the rail in accordance with the insert.
• the holder has a base section with a molded shoulder on the bottom, the outer geometry of which is adapted to the inner geometry of the insert.
• the mold attachment has a cylindrical disk geometry with projections that follow a cylindrical section geometry.
• Two shoulders each receiving a leg section of the tension clamp, can extend from the base section of the holder, the screw element running like a through-screw between the shoulders. Between the shoulders also extend the leg or legs of the tension clamp, which are supported on the rail foot or the element via which the rail feet running next to one another are to be secured.
• the insert which electrically insulates the holder from the concrete sleeper, should furthermore have a sleeve-shaped section on the bottom and extending perpendicular to the longitudinal axis of the concrete sleeper, within which the shaft of the screw element extends in sections.
• bracket is not used directly in the concrete sleeper, but in a plate element such as in a ribbed plate or in an elevation in the area Intermediate plate that enables the tongue root, there is a receptacle that positively accommodates the holder.
• the form attachment is preferably also received in a form-fitting manner, the underside of the base section of the holder resting on the plate element.
• the plate element is an intermediate plate forming an elevation in the area of a tongue rail, this should have a through opening with a cross section that corresponds to the shape of the holder.
• a spacer made of preferably electrically insulating material extends in the through opening, which starts from an insert that is embedded in the concrete sleeper and can have a sleeve-like extension on the bottom, which is penetrated by the shaft of a screw element.
• the spacer element In order for the spacer element to have sufficient rigidity, it has outer and inner walls which run concentrically to one another and are connected via radially extending webs.
• the base section of the holder is arranged between two rail feet, that two pairs of shoulders extend from the base section, that a tension clamp extends from each pair of shoulders, and that between two pairs of shoulders one to the base element adjustable plate element which is supported on the rail feet and on which at least one leg of each of the tensioning clamps is supported.
• two channel-like receptacles spaced apart from one another can also extend from the base section in order to receive one leg of an E-shaped tension clamp in plan view, as described in AT-C 350 608.
• the base section which has the two pairs of shoulders or the two channels, preferably has a cuboid geometry, a base section having a rectangular shape with rounded corners, which engages in a form-fitting manner with a corresponding second insert cast into the concrete sleeper.
• the geometry of the insert or shape attachment thus ensures that the holder is clearly oriented to the rails.
• the corresponding insert which is rectangular in shape, has an outer section which merges flush with the outer surface of the concrete sleeper, on which the base section is supported on the base side and in the central area of which runs a recess which positively accommodates the shaped shoulder and from which a sleeve-shaped section penetrated by the screw element extends ,
• stiffening ribs running radially on the underside along the outer section are provided.
• An arrangement for fastening rails which have rail feet and are supported on concrete sleepers in the area of a switch or crossing, comprising a plurality of tension clamps with at least first and second legs, starting from brackets, the first legs of the tensioning elements within one or more receptacles such as shoulders or channels in the respective Brackets are fixed and the second legs of at least some of the tensioning elements are supported on the rail feet, characterized in that first brackets are positively received by first inserts cast into the concrete sleeper and releasably connected to the concrete sleepers by screwing elements, so that second brackets are positively connected Recesses of plate elements arranged on concrete sleepers are arranged and releasably connected to the concrete sleeper via screw elements and / or that third holders are supported in the root region of a tongue rail Intermediate plates existing through openings are arranged in a form-fitting manner, supported on the bottom side by means of spacer elements and detachable by means of screw elements Concrete sleepers are connected and that fourth brackets are each arranged between rail
• the first and second inserts preferably consist of electrically insulating material in order to electrically insulate the holder from the concrete sleeper.
• FIG. 2 shows a section along the line A-A in FIG. 1,
• FIG. 3 is a plan view of a section of a concrete sleeper in the area of section A-A according to FIG. 2,
• FIGS. 2 and 3 are perspective views of the detail according to FIGS. 2 and 3,
• FIG. 6 is a top view of the illustration of FIG. 5, 7 is a perspective view of the detail according to FIGS. 5 and 6,
• FIG. 9 is a plan view in the area of the section according to FIG. 8,
• FIGS. 8 and 9 are perspective views of the detail according to FIGS. 8 and 9,
• FIG. 12 is a plan view of the detail according to FIG. 11,
• FIGS. 11 and 12 are perspective views of the detail according to FIGS. 11 and 12,
• FIG. 15 is a plan view of the detail according to FIG. 14,
• FIGS. 14 and 15 are perspective views of the detail according to FIGS. 14 and 15,
• FIG. 17 is an exploded view of the elements of the detail according to FIGS. 2 to 4,
• FIGS. 5 to 7 are exploded views of the elements according to FIGS. 5 to 7,
• FIGS. 8 to 10 is an exploded view of the elements according to FIGS. 11 to 13,
• FIGS. 14 to 16 are exploded views of the elements according to FIGS. 14 to 16,
• 22 is a plan view of a first embodiment of an insert
• Fig. 26 is a perspective view of the insert according to FIGS. 24 and 25 from below and
• Fig. 27 is a plan view of a spacer.
• Fig. 1 in principle, a map of a simple switch is shown on the right.
• the rails are supported on concrete sleepers and are secured - again by way of example only - using so-called Pandrol ® clips, as can be found in EP-B-0 619 852.
• FIGS. 2 to 4 and 17 are intended to illustrate a normal fastening of a rail in the track or a stock rail 10 directly in front of the tip of the tongue.
• the stock rail 10 is supported in the usual way on an elastic intermediate layer (pad) 12, which is arranged on the top 14 of a concrete sleeper 16.
• the rail 10 is secured by means of tension clamps 20, 22 supported on the base 18 thereof, which extend from brackets 24, 26.
• the tensioning clamps 20, 22 have approximately the shape of an M in plan view and comprise outer legs 28, 30, which merge into inner legs 36, 38 via arc sections 32, 34, which in turn are connected to one another via an arc section 40.
• the outer legs 28, 30 are turned into so-called shoulders 42, 44 when the tension clamps 20, 22 are fixed in the brackets 24, 26. Because of the course of the legs 28, 30, 32, 34, 36, 38, 40, the section 40 of the tension clamp 20, 22 then lies with prestress on the rail foot 18 or the respective longitudinal edge 48, 50 and thus holds the stock rail 10 down ,
• the arc section 40 is surrounded by a sleeve 46 made of electrically insulating material in order to achieve an electrical separation between the tensioning clamps 20, 22 and the stock rail 10.
• the holder 24 with the shoulders 42, 44 receiving the legs 28, 30, each of which has a laterally open U-shaped channel 52, 54 for receiving the legs 28, 30, starts from a base section 56, which in turn has a bottom side has disc-shaped projection 58 which has projections 60, 62 on opposite sides.
• the molded attachment 58 is introduced into an insert 64 which is geometrically adapted to the molded attachment 58 and consists of electrically insulating material and is cast in the concrete sleeper 16.
• the insert 64 has a circumferential wall 66 following a hollow cylinder, which has bulges 68, 70 in opposite areas, so-called ears, which engage the projecting sections or projections in order to receive the form projection 58 in a form-fitting manner 60, 62 of the shape approach 58 are geometrically adapted.
• the amount of the stake 64, i.e. H. the circumferential wall 66 corresponds to the height of the molding 58 so that it rests on the inner surface of a bottom 72 of the insert 64 when the holder 24, 26 is mounted.
• the upper edge 74 of the insert 64 is flush or nearly flush in the concrete sleeper 16, i. H. whose surface 76 over, as FIGS. 2, 4 and 17 illustrate.
• the bottom 72 of the insert 64 continues in a sleeve-shaped section 78 which, when the holder 24, 26 is mounted, is penetrated by the shaft 80 of a push-through screw 82, 84.
• the sleeve-shaped section 78 has an extension 86 at the end, which receives a sleeve 88.
• a nut 90 is arranged inside the cuff 88 and positively received by the cuff 88 in order to tighten the screw 82, 84 to the required extent and thus to be able to secure the holder 24, 26.
• the push-through screw 82, 84, ie the head 92, 94 thereof, runs directly above the base section 56 of the holder 24, 26, without the clamping element 20, 22 being driven into the holder 24, 26, ie the insertion penetrate the outer legs 28, 30 in the U-shaped channels 52, 54 or recordings of the shoulders 42, 44 can be hindered.
• the underside of the base section 56 lies flat on the surface 76 of the concrete sleeper 16.
• the front area of the bracket 24, 26 on the rail side is covered at least in sections by an insulator element 96, 98 which can be pushed onto the bracket 24, 26, as is explained in EP-B-0 619 852.
• the tensioning clamps 20, 22, which are supported for fixing the rail 10 to the rail foot 12 or its longitudinal edges 48, 50 do not start from fixtures which are firmly connected to the concrete sleeper 16, but cast from them the brackets 24, 26 releasably connected to the concrete sleeper 16, which in turn can be inserted in a form-fitting manner in the inserts 64 made of electrically insulating material.
• This insert 64 is fixed to the base plate of the mold when the concrete sleeper 16 is poured in order to ensure a clear alignment with the rail 10 to be fastened. Due to the fact that the insert 64 and correspondingly the shape extensions 58 of the holder 24, 26 are geometrically adapted to one another and engage in a form-fitting manner, the holder 24, 26 is also aligned with the rail 10 to be fastened in such a way that it is clamped by the tension clamps 20, 22 in desired extent is fixable.
• the construction of the releasable holder, from which a tension clamp starts, can be realized not only in the area of normal rails or in the area of the stock rail 10, preferably directly in front of the tongue, but also in the area of a tongue rail 100.
• the stock rail 10 is arranged on a ribbed plate 102, that is to say not directly on a concrete sleeper 104.
• the tongue rail is supported on a sliding chair 106 which, in the embodiment, has a U-geometry with two side rails running along the concrete sleeper 104. there is no 108, 110 and a cross leg not shown on the stock rail side.
• the side legs 108, 110 delimit a space in which rollers 112, 114 are arranged, which protrude above the top of the side legs 108, 110 to such an extent that a sliding movement is made possible when the tongue rail 110 is adjusted.
• the sliding chair 106 can be detachably fixed to the ribbed plate 102 via rod spring elements 118, 120 which run along the outside of the side legs 108, 110 and which can be tensioned by means of U-shaped abutments 122, 124 starting from the ribbed plate 102.
• the abutments 122, 124 run between supports 126, 128 of the sliding chair 106 or its side legs 108, 110, on which the rod spring elements 118, 120 rest when the sliding chair 106 is fixed.
• the ribbed plate 102 is secured in the end region 130 on the sliding chair side in the usual manner by means of a push-through screw 132 which can be tightened by means of a nut 136 which is positively received by a sleeve 134 and which runs within the concrete sleeper 104.
• the shaft 138 of the push-through screw 132 is also surrounded by a sleeve 140 made of electrically insulating material and cast in the concrete sleeper 104.
• the foot 18 of the stock rail 10 is held down in its longitudinal edge region 48, which is shown on the right, via the sliding chair 106 or its transverse leg.
• the rail is fastened via an elastic tensioning clamp 144 starting from a holder 142, as has been explained in detail in connection with FIGS. 2, 3, 4 and 17.
• the holder 144 consequently has channel-shaped receptacles 54 in the shoulders 42, 44 in order to be able to insert or drive the outer legs 30 of the tensioning clamp 142 into the holder 144.
• the molding attachment 58 starts, which is shaped into a correspondingly adapted recess 146 in the ribbed plate 102. intervenes conclusively.
• the bracket 144 is fixed by means of the push-through screw 84.
• the rib plate 102 is secured, since the base section 56 of the bracket 144 lies flat on the rib plate 102 outside the recess 146.
• FIG. 8 shows a section C-C in the switch according to FIG. 1, which runs in the area of the tongue root.
• the tongue rail 100 is supported on an intermediate plate 149 forming an elevation relative to the concrete sleeper 148 and fixed thereon.
• Clamps and brackets are used, which have been explained with reference to FIGS. 2 to 7, so that the same reference numerals are also used for the same elements.
• the clamping clamp 22 securing the stock rail 10 starts from the holder 26, which, according to FIG. 2, is embedded directly in the concrete sleeper 148, in a form-fitting manner in an insert 150 cast into the concrete sleeper 148, which corresponds to the insert 64, so that the corresponding reference numerals are used.
• the tensioning clamp 20 is supported on the longitudinal edge 152 of the tongue rail foot 154 facing away from the stock rail.
• the bracket 24, i.e. H. its bottom-side mold shoulder 58 is inserted into a recess 156 of the intermediate plate 149, the inner geometry of the recess 156 corresponding to the outer geometry of the mold shoulder 58, so that there is a positive interlocking engagement.
• the recess 156 is aligned with an insert 158 cast in the concrete sleeper 148, which corresponds to the insert 64. Therefore, the same reference numerals are used for the same elements.
• the space between the bottom surface of the molding attachment 58 and the inner surface of the bottom 72 of the insert 158 is filled by a spacer 160, on which the molding attachment 58 is supported when the push-through screw 82 is tightened.
• the spacer 160 consequently has an outer geometry which corresponds to the insert 158 or the cutout 156 in the intermediate plate 149 or the shaped extension 58 of the holder 24. This also results from the top view according to FIG. 27.
• it In order to make the spacer 160 stable but light, it consists of an annular outer wall 162 and an annular inner wall 164 running coaxially therewith, which are connected via radially extending webs 166. Otherwise, the structure of the spacer 160 can be clearly seen from FIG. 27.
• a construction which has its own inventive content.
• a holder 170 which has a cuboid base section 172, from the bottom surface of which a molding projection 174 extends, which likewise has a cuboid geometry with rounded corners but a smaller cross section.
• an intermediate plate 188 which can be referred to as a bridge element, extends, which is adjustable to the holder 170 and with edge sections 194, 196 delimited by steps 190, 192 on the rail foot 18 and 154 of the stock rail 10 or tongue rail 100 or their longitudinal edges 48, 168 rest, as is particularly illustrated by the sectional view in FIG. 8.
• the middle legs of the tensioning clamps 184, 186 are then supported on the surface 198 of the intermediate plate 188, as a result of which the intermediate plate 188 is pressed onto the rail feet 18, 154.
• the intermediate plate 188 preferably has a roof geometry on the surface side with inclination angles which correspond to those of the support surfaces of the rail feet 18, 154 in the regions in which the tension clamps are usually supported.
• the bracket 170 is based on the brackets 24, 26 from an insert 200 which is cast in the concrete sleeper 148 and which is shown in FIGS. 24 to 26 self-explanatory.
• the insert 200 thus has a disk-shaped base section 202 which has a surface extent which corresponds to that of the base section 172 of the holder 170. This means that when the holder 170 is fixed, it is completely supported on the base section 202 of the insert 200 and is therefore electrically insulated from the concrete sleeper 148, since the insert 200 consists of electrically insulating material.
• stiffening ribs extend from the underside thereof, which are provided with the reference numbers 204 and 206 by way of example.
• a recess 208 runs in the center of the base section 202, the geometry of which is adapted to the shape attachment 174 of the holder 170, so that the holder 170 therefore interacts positively with the insert 200.
• a sleeve 212 then extends from the bottom 210 of the depression 208 and can be penetrated by a through screw 214 or its shaft 216, as has been explained in connection with the through screws 82 and 84.
• the push-through screw 214 is also secured in the concrete slab via a nut 218, which is positively received by a sleeve 220, which is connected to the sleeve 212 and runs in the concrete sleeper 148.
• a nut 218 which is positively received by a sleeve 220, which is connected to the sleeve 212 and runs in the concrete sleeper 148.
• Other equivalent technical solutions are also possible.
• a so-called double fastening as has been explained in connection with the holder 170 and the cheek and tongue rails 10, 100 running directly adjacent to one another, can also be seen in the section DD in FIG. 1, which is explained with reference to FIGS. 11, 12, 13 and 20.
• the same reference numerals are also used for elements already explained.
• the rail sections 222 and 224 merging into the tongue rails or wing rails are held down on the outside via holders which are detachably arranged in a concrete sleeper 226 and which correspond to the holders 24, 26 according to FIGS. 2, 3, 4 and 17.
• the corresponding brackets 24, 26 are also positively received by inserts 64 which are cast in the concrete sleeper 226.
• the holder 232 which corresponds structurally to the holder 170, also has a cuboid base section 172 with a shaped projection 174 which engages in a form-fitting manner in an insert cast in the concrete sleeper 226, which corresponds to the insert 200.
• An intermediate plate 242 which can be referred to as a bridge element and runs the function of the intermediate plate 188 according to FIGS. 8, 9, 10 and 19, runs transversely to the holder 232. Consequently, the intermediate plate 242 having a U sectional fb '-shaped geometry, a separate component which is placed on the holder 232 and the base portion 172, the intermediate plate 242 corresponding to the correct orientation of the holder 232 web-like projections 244 , 246, the clear distance of which is equal to the width of the base section 172 of the holder 232.
• the intermediate plate 242 is then positioned on the longitudinal edges 228, 230 of the rail sections 222, 224 in order to subsequently the Tension clamps 184, 186 to be inserted or driven into the holder 232, ie the shoulders 234, 236, 238, 240. In this way, the rails 222, 224 are braced on the inside.
• a sectional view E-E according to FIGS. 14 to 16 and 21 shows the situation of the switches in the area of the wheel control arms.
• the rail 252, along which support brackets 254 are arranged for receiving wheel control inserts 256, is secured by brackets or tension clamps which correspond to the construction according to FIGS. 2 to 4 and 17, that is to say a situation which corresponds to that outside the switch.
• the rail section 252 or its foot 258 is held down by means of tension clamps which originate from brackets which are detachably arranged in a concrete sleeper, so that the same reference numerals are used in accordance with FIGS. 2 to 4 and 17. Reference is also expressly made to the relevant explanations.
• the inserts 24, 26 start from inserts 64 cast into the concrete sleeper 260, into which the former engage in a form-fitting manner with the respective molding attachment 58.
• the brackets 24, 26 are then secured to the concrete sleeper 260 by means of push-through screws 82, 84.
• the support bracket plate 255 is also connected to the concrete slab in accordance with the drawing by means of push-through screws 262, 264 in a manner which has been explained by way of example in connection with FIGS. 2 to 4 and 17.

Landscapes

• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Mechanical Engineering (AREA)
• Railway Tracks (AREA)
• Machines For Laying And Maintaining Railways (AREA)
• Window Of Vehicle (AREA)
• Application Of Or Painting With Fluid Materials (AREA)
• Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
• Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
• Holders For Apparel And Elements Relating To Apparel (AREA)
• Curtains And Furnishings For Windows Or Doors (AREA)
• Bridges Or Land Bridges (AREA)
• Clamps And Clips (AREA)
• Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
• Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)

Applications Claiming Priority (2)

Publications (2)

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ID=34968369

Family Applications (1)

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• 2004
  • 2004-04-29 DE DE102004021091A patent/DE102004021091A1/de not_active Withdrawn
• 2005
  • 2005-04-28 CA CA2561433A patent/CA2561433C/fr not_active Expired - Fee Related
  • 2005-04-28 US US10/599,878 patent/US8033480B2/en not_active Expired - Fee Related
  • 2005-04-28 AU AU2005238185A patent/AU2005238185B2/en not_active Ceased
  • 2005-04-28 BR BRPI0510387A patent/BRPI0510387B1/pt active IP Right Grant
  • 2005-04-28 CN CN2005800219963A patent/CN101014743B/zh not_active Expired - Fee Related
  • 2005-04-28 AT AT05744916T patent/ATE433522T1/de not_active IP Right Cessation
  • 2005-04-28 WO PCT/EP2005/004565 patent/WO2005106124A1/fr active Application Filing
  • 2005-04-28 DE DE502005007463T patent/DE502005007463D1/de active Active
  • 2005-04-28 KR KR1020067025114A patent/KR101013014B1/ko not_active IP Right Cessation
  • 2005-04-28 EP EP05744916A patent/EP1743072B1/fr active Active
  • 2005-04-28 RU RU2006142097/11A patent/RU2372435C2/ru not_active IP Right Cessation
• 2006
  • 2006-11-27 ZA ZA200609854A patent/ZA200609854B/en unknown
  • 2006-11-28 NO NO20065498A patent/NO20065498L/no not_active Application Discontinuation
• 2007
  • 2007-04-20 HK HK07104179.8A patent/HK1097302A1/xx not_active IP Right Cessation

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