SE546603C2 - LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK - Google Patents

LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK

Info

Publication number
SE546603C2
SE546603C2 SE2330205A SE2330205A SE546603C2 SE 546603 C2 SE546603 C2 SE 546603C2 SE 2330205 A SE2330205 A SE 2330205A SE 2330205 A SE2330205 A SE 2330205A SE 546603 C2 SE546603 C2 SE 546603C2
Authority
SE
Sweden
Prior art keywords
longitudinal
sleeper
sleepers
cavities
edges
Prior art date
Application number
SE2330205A
Other languages
Swedish (sv)
Other versions
SE2330205A1 (en
Inventor
Bengt Bönström
Original Assignee
Boenstroem Bengt
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Boenstroem Bengt filed Critical Boenstroem Bengt
Priority to SE2330205A priority Critical patent/SE546603C2/en
Priority to EP24803825.9A priority patent/EP4709933A1/en
Priority to PCT/SE2024/050446 priority patent/WO2024232816A1/en
Publication of SE2330205A1 publication Critical patent/SE2330205A1/en
Publication of SE546603C2 publication Critical patent/SE546603C2/en

Links

Classifications

    • 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
    • E01B3/02—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from wood
    • E01B3/12—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers
    • 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
    • E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • E01B3/22—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers
    • 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
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Railway Tracks (AREA)
  • Peptides Or Proteins (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

Problemet:Utvecklingen går fort och infrastrukturen får inte hindra järnvägen, att vid behov, öka lastkapaciteten, etc.Lösningen:Utnyttjande av tillgänglig, känd innovativ teknik för autojustering, samt tillförd redundans, robusthet, marginal för ökade framtida krav.Unikt och innovativ† uppvisar Anordningen:Ett system, för ballasterade järnvägsspår, med ca 2,4 m långa, styva, längs spåret, längsgående sliprar (8),vilkas undersida uppvisar en nivå, inkluderande tvärgående 2 st perifera stödytor (1 ) och en centrisk (2), samt sarger (3),plus två nivåer, inkluderande 4 st kaviteter (4) och (9),för skenan (rälsen), en ränna (5) längs slipern, där slipern är försedd med vertikalt uppstickande klackar (6) och (17).Fördelar:Med säkert beräkningsbar marginal tillförsäkras, säkert beräkningsbara och redundanta stödytor mot ballastbädden, i x-,y- och z-led.Sliprarna, kan säkert överdimensioneras.För ett marginellt ökat pris, tillförs hela transportsystemet, såväl ökad kvalitet, som ökad kapacitet och nyttjandegrad.Användningsområdet:Järnvägsspår för,från lägsta, till högsta axellaster, etc.The problem: Development is fast and the infrastructure must not prevent the railway from increasing its load capacity, etc., if necessary. The solution: Utilization of available, known innovative technology for auto-adjustment, as well as added redundancy, robustness, margin for increased future requirements. Unique and innovative† The device: A system for ballasted railway tracks, with approximately 2.4 m long, rigid, along the track, longitudinal sleepers (8), the underside of which has one level, including transverse 2 peripheral support surfaces (1) and one centric (2), as well as skirts (3), plus two levels, including 4 cavities (4) and (9), for the rail (rail), a groove (5) along the sleeper, where the sleeper is provided with vertically protruding lugs (6) and (17). Advantages: With a safely calculable margin, safely calculable and redundant support surfaces against the ballast bed are ensured, in x-, y- and z-joints. The sleepers can certainly be oversized. For a marginally increased price, the entire transport system is provided with increased quality, as well as increased capacity and utilization. Area of application: Railway tracks for, from lowest to highest axle loads, etc.

Claims (7)

PalenlkravPanel requirements 1. Krav i1. Requirements in 2. Anordning, för ballaslerade jarnvögsspår, som uppvisar sliprar (8) i form av slyva balkar - Dar sliprarna, i en vy uppifrån, dels uppvisar ell liv (22) och lvargående vingar (20), dar vingarna ar parvis molslående och från livel ulslickande, saml dels uppvisar symmelri, kring en lvargående milllinje. ° dar sliperns (8) undersida uppvisar fiera nivåer, dar en av nivåerna, dels uppvisar lvå sl., perifera, slödylor, nr ell (i) och en sl., cenlrisk, sfödyla, nr lvå (2), dar alla dessa lre namnda slödylorna(i, 2), vardera inkluderar ell par av namnda vingarna (20). dels uppvisar undersidan av langs- och lvargaende sarger (3) och dar, livels undersida uppvisar kavileler (4) och (9), vars översidor bildar reslen av sliperns undersida, - dar vardera kavilelens (4, 9) langsgående sidoylor ulgör delar av sidoylor på langsgående sargerna (3), dar lvå narliggande kavilefers lvargående sidoylor ufgör sidoylor på en lvargående sorg, dar den fjarde sidoyian på kavilelerna (4), i langsled gransar mol slödylorna ell (i) och dar fjarde sidoylan på kavilelerna (9) i langsled gransar mol slödyiorna lvå (2), ° dar, mellan lvargående vingarna (20), langs livels (22) bagge langsgående periferier, löper de langsgående sargerna, - dar lvargående, sargerna, ligger i fall, mellan ovan namnda lre sl sfödylorna (1,2), ~ dar, langs hela sliperns översida, nara langsgående milllinjen, löper en ranna (5), Krav 2 Anordning enligl Krav i, dar sliprarna har en begransad langd, i slorleksordningen 2,4 m, KravAnordning enligl Krav i dar kavilelerna (9) uppvisarslörre höjd (24) an kavilelerria (4) och all sliperns undersida, folall uppvisar lre olika nivåer,2. Device for ballasted railway tracks, which has sleepers (8) in the form of sleeper beams - Where the sleepers, in a top view, have a web (22) and continuous wings (20), where the wings are in pairs overlapping and from the level, together have symmetry, around a continuous center line. ° Where the underside of the sleeper (8) has several levels, where one of the levels has two, peripheral, sleepers, no. (i) and one, central, sleeper, no. (2), where all of these are said sleepers (i, 2), each including a pair of said wings (20). on the one hand, the underside has longitudinal and transverse edges (3) and where, the underside of the lifeline has cavities (4) and (9), the upper sides of which form the bottom of the sleeper, - where each of the cavities (4, 9) longitudinal side edges form parts of side edges on the longitudinal edges (3), where the longitudinal side edges of the adjacent cavities form side edges on a longitudinal side, where the fourth side edge of the cavities (4) longitudinally borders the longitudinal slots (1) and where the fourth side edge of the cavities (9) longitudinally borders the longitudinal slots (2), ° where, between the longitudinal wings (20), along both longitudinal peripheries of the lifeline (22), the longitudinal edges run, - where the longitudinal edges lie in the case, between the above-mentioned longitudinal slots (1,2), ~ where, along the entire The upper side of the sleeper, near the longitudinal center line, runs a groove (5), Requirement 2 Device according to Requirement i, where the sleepers have a limited length, in the order of 2.4 m, Requirement Device according to Requirement i, where the cavileles (9) exhibit a greater height (24) than the cavileles (4) and the underside of the sleeper, therefore, exhibits different levels, 3. Krav 4 Anordning enligl Krav l, Dar namnda rannan (5) uppvisar klackar (6,2i,i7), dels ~ langsgående klackar (6, 21), fem sl., på en rak linje liggande, och - dels lvargående klackar (i7), lvå perifera par, vars vardera, respekiive. gemensamma miillinie ligger på en rad och ca i8 cm från sliperns (8) vardera perifera andylor,3. Claim 4 Device according to Claim 1, Where the said edge (5) has lugs (6, 21, 17), partly ~ longitudinal lugs (6, 21), five pairs, lying on a straight line, and partly lvlong lugs (17), two peripheral pairs, each of which, respectively. common line lies on a line and about i8 cm from each peripheral edge of the sleeper (8), 4. KravAnordning enligl Krav i, och 4, dar en, cenlriski på sliperns (8) mill, liggande, klack (21) ar cirka dubbell så lång, som var och en av de övriga fyra sl langsgående klackarna (6).4. Requirements Device according to Requirements 1 and 4, where a central ridge (21) lying on the sleeper (8) is approximately twice as long as each of the other four longitudinal ridges (6). 5. KrdvAnordning, enligl Krdv l, 4 och 5, pä ömse sidor och i direkl dnslulning lill nämndd längsgäende rönndns (5) bollenyld uppvisande fem sl sepdrdld, högre än nämndd bollenyld, belägnd, molsläende pdr dv verlikdld, förldgningdr (16), där lörldgningdrnds respeklive lvärgäende milllinjer ligger i linje med en, milf pä en dv nämndd längsgäende kldckdrnds (5. A device according to claims 1, 4 and 5, on both sides and in direct connection with said longitudinal ridge (5) a ball bearing having five separate, higher than said ball bearing, located, in a vertical plane, on the support (16), where the respective longitudinal centerlines of the support are in line with one, one of said longitudinal ridges ( 6. , lvärgäende mIlllinJe. KrdvAnordning enligl Krdv l-6, där bollen pä nämndd ränndn (5), liksom bollen pä förldgningdrnd (16) och översiddn dv nämndcr kldckdrnd (6,l 7, 2l) dlld liggeri soimmd lulning i sidled, frän en hög bdlksidd, mol en läg dilo. KrdvAnordning enligl Krdv l - 7, som per bdlk, pä end, den lägd, siddn dv bdlken, symmelriskl, kring sliperns lvärgäende milllinje, uppvisor 2 sl grupper dv invändigd, meldlliskd, gängor (15). KrdvAnordning enligl krdv 1,2, 4, 5 och 7, där en pä bollen dv nämndd ränndn (5) uppldgd gummiduk (18), uppvisdr ~ hälldgningdr, för nämndd 5 sl kldckdrnd (6, 2l), - ljocklek, i y~led, som Översliger höjden pä kldckdrnd (6, l7, 2)) och - med längden som dvsländel melldn de lvä pdren dv nämndd periferd, lvärgäende kldckdrnd (i6. , transverse centerline. Device according to claim 1-6, where the ball on said groove (5), as well as the ball on the extension wire (16) and the top of said collar wire (6,1 7, 21) are arranged in a similar manner laterally, from a high beam side, or a low beam side. Device according to claim 1 - 7, which per beam, on the end, the side of the beam, symmetrically, around the transverse centerline of the sleeper, exhibits 2 groups of internal, intermediate, threads (15). Device according to claims 1, 2, 4, 5 and 7, where a rubber cloth (18) is placed on the ball of said trough (5), having a slope, for said 5-fold collar (6, 2l), - a thickness, in the vertical direction, which exceeds the height of the collar (6, 17, 2)) and - with the length as the length between the four points of said peripheral, transverse collar (i 7. - och en överylo, vdrs lulning sdmmdnldller med den redovisdde vid Krdv 7 och Iikdledes ligger i jämn lulning, frän sliperns högd mol dess lägd sidd. Krdv lO Anordning, enligl Krdv l, där dv nömndd 4 sl längsgäende sdrgernd (3), lvä sl, vid kdvilelernd (4), uppvisdr pdrvis molsläende förldgningdr (23).7. - and an overlying surface, the inclination of which is the same as that reported in Section 7 and is also in equal inclination, from the height of the sleeper to its lying side. Section 10 Device, according to Section 1, where the aforementioned 4 longitudinally extending sections (3), each, at the corner (4), has a longitudinal extension (23).
SE2330205A 2023-05-08 2023-05-08 LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK SE546603C2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SE2330205A SE546603C2 (en) 2023-05-08 2023-05-08 LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK
EP24803825.9A EP4709933A1 (en) 2023-05-08 2024-05-08 A longitudinal railway sleeper
PCT/SE2024/050446 WO2024232816A1 (en) 2023-05-08 2024-05-08 A longitudinal railway sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE2330205A SE546603C2 (en) 2023-05-08 2023-05-08 LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK

Publications (2)

Publication Number Publication Date
SE2330205A1 SE2330205A1 (en) 2024-11-09
SE546603C2 true SE546603C2 (en) 2025-01-02

Family

ID=93430417

Family Applications (1)

Application Number Title Priority Date Filing Date
SE2330205A SE546603C2 (en) 2023-05-08 2023-05-08 LONGITUDINAL GRINDER FOR BALLASTED RAILWAY TRACK

Country Status (3)

Country Link
EP (1) EP4709933A1 (en)
SE (1) SE546603C2 (en)
WO (1) WO2024232816A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE60141C (en) * THE SAMPAN PATENT RAILWAY SLEEPER AND STEEL PLANT SYNDICATE LIMITED in Stalybridge, County of Chester, England Railway superstructure
US399330A (en) * 1889-03-12 Amos k
US510295A (en) * 1893-12-05 rideal
ES2425288A2 (en) * 2011-05-26 2013-10-14 Andaluza De Traviesas S.A. Prefabricated concrete module for railway training (Machine-translation by Google Translate, not legally binding)
SE2130021A1 (en) * 2021-01-27 2022-07-28 Cito Trading Co Bengt Boenstroem HYBRID

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE60141C (en) * THE SAMPAN PATENT RAILWAY SLEEPER AND STEEL PLANT SYNDICATE LIMITED in Stalybridge, County of Chester, England Railway superstructure
US399330A (en) * 1889-03-12 Amos k
US510295A (en) * 1893-12-05 rideal
ES2425288A2 (en) * 2011-05-26 2013-10-14 Andaluza De Traviesas S.A. Prefabricated concrete module for railway training (Machine-translation by Google Translate, not legally binding)
SE2130021A1 (en) * 2021-01-27 2022-07-28 Cito Trading Co Bengt Boenstroem HYBRID

Also Published As

Publication number Publication date
EP4709933A1 (en) 2026-03-18
WO2024232816A1 (en) 2024-11-14
SE2330205A1 (en) 2024-11-09

Similar Documents

Publication Publication Date Title
ES2899139T3 (en) System for storing product containers
CN103469726B (en) Large-displacement railroad bridge end expansion device
KR101602228B1 (en) Linear ball bearing guideway
CN201214765Y (en) Telescopic device for large displacement of beam end of railway bridge
US7392748B2 (en) Floor for an intercommunication bellows between two cars
CN201670248U (en) Joist of process steering frame and novel process steering frame
SU674692A3 (en) Weighing device
CN111353207A (en) A method and system for uniform design of fastener stiffness in turnout area
CN102535260B (en) Low frequency floating slab track
CN210458796U (en) A medium and low speed maglev track structure
US12188187B2 (en) Guide plate and rail attachment point
CN109281255B (en) Steel beam sliding support and system
CN205471026U (en) Female track way in three -dimensional storehouse of shuttle
US2873918A (en) Track approach bridge
CN114492076B (en) Rigidity configuration method and device of rail clip and electronic equipment
US2076338A (en) Railway crossing
CN110438853A (en) A kind of modularization F track girder
US3092195A (en) Wheel load scale for rail vehicles
RU2071521C1 (en) Mobile rail for lap switch
CN211815520U (en) Suspension bridge stiffening beam
CN115852752B (en) Straight-through integrated rail support platform and ballastless track
CN223106656U (en) Sintering machine trolley track
CN203310498U (en) Insulating structure for automatic rail weighbridge
CN220927353U (en) Multi-system track supporting structure
CN204954777U (en) Magnetic suspension section of track processing accuracy testing platform

Legal Events

Date Code Title Description
NUG Patent has lapsed