SE2130021A1 - HYBRID - Google Patents

Abstract

The problem with today's "old railway", with ballasted, ground-based sleeper tracks, is the maintenance work. Today's large, sparsely laid sleepers, presupposes/requires costly, mechanized adjustment work - lifting and underpacking. The basic principle of the solution, the self-supporting composite rail:• Is to utilize a macadam bed robustness, its unique property, that local overloads, result in local subsidence, rearrangement and consolidation.• In even, leveled tracks, small sleepers, in leveled groups, organized, cooperating, together must exhibit sufficiently large bearing surfaces.• In uneven, non-leveled tracks/groups must be used innovatively, thus locally applied, greater grinding forces (greater than the dimensioning ones) - for self-healing. (Individual, overloaded sleeper must have small enough bearing surface, to sink.)• In unleveled, tracks, step by step, in a healthy domino procedure, during the traffic, the track should be given the necessary leveling. (In the individual group, higher-lying sleepers must be forced down and leveled with lower-lying ones, etc.) Area of use: Tracks, for goods traffic, as well as tracks for passenger traffic.

Description

cITo TRADING co llovås Ilzlgslig 12, S- lšåfi .É l [I()\';\S,S\\'v(lcl1lffpost: lwllgçlíålfritrmlrzlrliluçvolrl ' "min ll7ll7 [-33 l-Ql) 'Dunlzrlnz \>\'_ \\\\_.rjlglljlgjllvt-.vom ß more; » li;7<>7 rss: rizri" \';\T. regl1|'S1§-3fš()I-š2l(i2ll()|Dzll. 2l-0l-2l fl5§KR|\/_Nll$§ QX a new lörnvöasröls, with ed. vdrumörkef HYBRlDGl; (below the Device), a siölvpörande composifröl, rloteuumflïssölsi s ANVÄNoNiNosoMR/'xorfr ör def ground laundna, ballasted jörnvögspöref -- sllpersspårrel dör MAINTENANCE WORK ör THE PROBLEM: for jörnvögen, for the eyes - and for, customers, who "now have skiflaf fill Jil" (Customers who infe longer have red, aff occeple frases and plofs, unplanned, lax.) eff conduct work, which in fakf with ökdl fransporfarpefe and increased use of spörsysfemef, must be ulcared, within pegreensad, avlalad, riddenand in a direcl life-threatening environment, etc. die today's track, with today's sforcr , lung, sleepers, "solilarerfl förulsöffer"lyff and underpacking", or "hearing hen", mechanized ar'lï>r-:fe, which damages. the bed's macadam grains, macadam in perg crushers, charged with energy and dörmed exfremf sensitive.

THE SOLUTION, ör eff kompafibelf, eff alfernafivf sleepers track, which exhibits silver bulbing.

Ufnyffjar innovafivf könd feknik ~ (in principle the same feknik, which is used by the vidfakir's könd frick pö spikmaffan). in your groups, with small sleepers, who only together and cooperatively, exhibit the necessary börifa in the contact with the macadam bed's "skin".

The device shows, a common iron rail, a confining sfölskend, elasfiskf connected fill underlying, long-opening, sfyva girders and söledes yfligf self könd feknlk, but, hear: year new, structurTed and innovative, applied, d-dimensioning, track krafers, _ minimized, limifered and renewed, so that an uneven track, in the event of suddenly increased, dynamic track forces, can be leveled during traffic. new and ability to, in the case of local overloads, follow, regroup in the boat's sTings (sink) and that the boat then, at the same time, is consolidated, innovatively enabled, the robustness of a macadam boat is realized, its and attempted. new and innovative. during Traffic, at each insufficiently leveled (disturbingly uneven) dam bed, a single, slipper, must be applied Greater lasf, than its abutment surface that is dimensioned for and thereby sink.

(Step by step, in a hollow "domino proceolurlfi must through local sinking, the track sleepers are forced to leveling, with the sleeper group legal sleeper, etc., to silvering.) See further below, under the "SPECIAL PART" ADVANTAGES: The device allows, in larger Extruding "fanly" modern construction machines, can be purchased.

CompatibleT, looking forT. calculable and durable, Thanks to safe, small and limited system forces, if necessary, existing sleeper lines can be upgraded and a standard UTC 60 roll and new, available, wheel bearings. can be used, filled its full capacity (in day time from now on, applied a> in the leveled track , the amount of energy supplied through the traffic system is minimised, at the same time as, in the composite beam etc., to ensured contact, a larger part of the energy supplied is damped/transformed. handling, flapping noise, etc., is reduced, etc.) Damage and wear on and through the fleet's unsprung mass, wheels, wheel bearings, axles, etc., is reduced.

SPECTELLA PART Drawing index: Drawing. l: Plan and sections of the composition Trölen, HYBRIDGERiTn. 2: Plan and sections of a HYBRTDGE track.

Longitudinal. Stiff beams (2) are shown, underlying the rail 1), mutually TåTT successively, with a minimal "gap" between each other (3.).max in the order of play 10 cm.

The beam length is shown as limited and in the slorlek order 2.2 meters.

Each beam exhibits a sleeper, longitudinally, at each beam end, mirror-like, with ell, lack of the said minimal "gap" minimally slung, small adjoining beam sleeper.

Part mentioned corla "gapel" little insures, all the elaslic slip rail, exhibits the necessary sfyvhel at the transitions between the beams. (The device requires slyvhel, slyva beams, etc.) Sleepers are exhibited with the slyv beams slvvl embedded and arranged mirror facing groups, simmelriskl, läll, päm either side of the "gapN/beam joints. (Two, groups of sleepers, per beam, one group at each beam end) where each such group exhibits a primary sleeper (5) with a length l across the beam, which is longer than the width of the beam. l each " møle" between lv consecutive beams (around each "gap") are shown, symmetrical whole groups (below kluslerl if min sl 4 sl slips.

Each individual sleeper shows, a small enough lilen contact vla mole the bed. (Overloaded sleeper must sink.) The beams show, from the underside ullicking smooth ribs/sleepers, which show "hejd", in the slorlek order ßvó cm.

The mentioned height of the sleepers (the sinkers) is subordinate, local sales/requirements, the choice of the individual paver, etc. lvled sunkmenenlimited lill for example 3 cm, sä exhibits the Device, a mole equivalent limited self-healing capacity, etc. (If a double higher sleeper height is chosen, the sinkers/self-healing capacity is twice as much, 6 cm, etc.) For all small damping, of the rails' notorious and devastating, high-frequency "pin pin" frequency, etc., connections between the rail and the beam (" c|ips" and spacers) the learning sheds lie together along the beam, so all of them are in principle displayed on the same division module.

Further: For all the limited need of sunken men, it must be protected during the construction phase, the consolidation of small roads - during the barricading, etc.

For all the aforementioned self-healing and the aforementioned overload protection, to be able to function optimally and lull ul, the beam length of the device must be limited, small in the slorlek order, minus the shoulder width.

If, in all cases, when the entire rafters are completely renewed, the single bearing pile, per beam, is shown, about 3 times larger than Kluslrels and with caracles like in ell "ordinary" ballast leral rafters. (Della, in the cases when the underside of the whole beam has a conlacl conlacl with the ballast bed.) Upplräder, or all the sinkers have ulnylljals, forlsall sloarlde, uneven, rafter sinks, then and only then should mechanical oscillation work, or/and allernalivl foundation strengthening, be considered. (The raised consolidation of the bed is valuable and must always be protected - and weakened.) The principle, shown here in a calculation example: In a leveled groove, with the beam length co 2.2 rn, a HDLV pitted bearing surface is shod against the bed (two sllpros, etc.) Tillsornrnons, only and Tillnöds needed chlorine inflicted 3/11 ov wheelldsTen.

Thus, the device, at ddgens, mox Permissible» axle load, 22, Ton and mdxhjullosT ll.25 Ton, at ball length co as the axle load in a boogie, a somewhat hollow "cluster" not hd more island an emergency peat ldsTkopdciTeT, of: l/2x3/ 4x22.5= 8.4 Tons, etc. (Remaining 25% is transferred, ov skenon, to ongransonbeddlk sliprdr.) General: _As the device is robust, it can be dnpdssd to local conditions, etc.

The device further invites future quality improvements, i.e. sleeper rails, improved insulation and eco-cool vapor barrier, etc., etc.

Within the rome for Kroven TlllåTer the device nyljonde ov in doglageT sex technology.

Orders, "clips" and mellonlag (pods"), etc., con vd de TrddšTionello, vidsTårroler on Tidlgore dndrd sysTems, on dlTerrTdTivo, thigh-high bdlkor, eTc. lsoleronde, glesT laggdnde, discreTd, mellonlgg shoe, Tilllredsiollorwcie, sakerTdröneroT, llggo TörsånkTo, l bdlken's overvTo.

For exploiting the device's parts, for security dimensioning, for low security factors, the value of the code can be reduced.

The permeability of the boat, drone ringing, shoes were minor, etc.

In jårnvögsspårel shoe The device's bolkor oppvíso track width hållore ("'Ties"), Tvåpå vorje bdlk.

Bonhållore and jårnvåg indoslrin, tilllør through HYBRTDGE, a riyTT, tool - eTTrobusT instrument, a dnordnlng, which allows construction and building, if necessary grown up, "heovv duTy", etc. ~ Timely, both technically and economically, maintained iron balance.

Blogged RlTning 2, visdr how such an arrangement could look OUT and years thus, only possible execution, blonde Tlero, in Tloron ov different krdv and lokolo TörutSöTTningdr,etc. ' Hovås 2l-Ol-2lBengT BönsTröm, civing., šllTo Trdding Co, vvwvvciToTrociihgcoih Invent dv HYBRIDGE, the sealvbdrond corriposiTráäl

Claims (1)

1. PalanlkravKraxf l.Alwaranlrwg, sarn :Jplavlsarß konrlrßlueršla sl-alskerla ll) ß sfllanae na eëasllska lnalëarrlagg, paas íál, vlël ß svnrrmerrlsklljlß) langs rlnaerslaarw, klrlsler' íïl av, fran balkarrlas:lrlrïlarsl-:ïlrir naral Ursllckarwala slyvri: rlbbrflr, nat-rilan nšilrrlrlrïšrgl sllrarar (fl), ß beams, vllka var aan an, llllsarrßrnflarrs rrßræa slna respakllrvfa sllprar, bllaar sls/v ennel, ß beams, every single beam, pair of beams, upnvlsar' larašl few sr neighbors vsllprar, an grouprïæ l was lvalkrfïšnliele, rishléílr 'lïsa groups are lnbörspgašvfarßwrlriz, rnecl slaglšrlaærl' lrar-'w or nfšilrsrlšl'l by rrrlllerl qrrir ballzirlh. “Ralal Rrršrlsl 4 slopes. ß avan rlärnrlcia araaaar of sllprar, lrla lnfaörcias avslanaal (ål, rnalšan L. lva šlprar is l slarlaksardrrrlngan 2.5*- Crn.Krav 2råna rsnllgl Krav l,ß sarn, lörlgsl :fr l each: talks each others, uïapxffšsar an sllpar acnß “š rrrašlclrl 'lva ballzirilr, l<-zflrrllrll.=arllgr:nrrellalw erra, or' the arwara, lëllanaa beams, ëlksanfl rrnallan ifrriílr rrršílrrlrralri: sll;::-rr:1rrl«:1, urvgïlßflsrçlr ell' rnlrllrrrrçlll, lrllr šrlbörrïlais gala(3), rnaxlrnall lill Crn langt Kraverlllgl lírav l acïn 2, aar said slšprar, lrarl balks unaarslaaslickar' ul, exhibits nola W), rrnlrlzlr sl-:flrlaï-lisorarwlrrgrz-rl 3 Crn ., Krav 4fßrrlararllr^wg enllgl' Krav il, rilåjlr slïffqrrglrs srilgarl llöj-:l , :ll.a;<>sfls-::lr" 'lralz-alssakrí-:flrw (lill,nnaa sekllarwans srnala braaaflarlga, vxölwa naral, lrar: baškerw, mal Éašílaaen, Kraxfråna Jin-ing; rsnllgl l . ä,'T rn, ß aälr szlïzgarï: itïælíaškflrLlpr:>vš2<:1l'l<«:>rl, lšr'nller'aa, šarlgrïl, lsrorlalzsararlïrwgarw 2,1, lflllraß/ é ffßvrlrilrrilrzlrwg ærlllgl Requirements l, upvflsrizrlrile lzrpprvšlrlgar (l l å, rrlællavlrr slzxrfirlrï: arïll lmllk., Requirements I? ffxraciærfïšrzírwg ærwššgf Crimea in o-:ïšfl ó, where nömrwfrjo pv-:sfïås (ö) and kuiz-ppšírægrgw U 1),adds šrabörcifas preskjuïrwc: šrlimgs rëšfz-rwibcfišken, so oh* kogapšïzwgoa" Eígger frlíšfeï,nwæššor: ïxfå: pods and vice verscfi. Kfxuxfffxnaïæraïåníng; fsnššgf Krwïav' ä» fi, dffšr ;::-«;~ï-r' âïwfnšk ïxffa, :ïsv sogüic sšíprcr has fanm_,fšåia~ïr<'šcš<=~'wšr:g, s- zfmfß, Tvšfïzfï; kaokæra, ör sfcfšrre (than the width of the book and ræåjrrarwspršsvaíízsfsššpror (S). KrnukfAnarcånïewg, ærflšg? Krav 8, síiprøz' :Jppxfšsor anvšsngar (1 fåå 'for ínfäsflïwïzwg avrnæàízšlsïörwger HF) . ë flllrovffxnø enššgf Krïav' S, dies 2 sT bøškclr . <ïrwgja,=”ra":f;:, konwmer iaf?kJEI-:ïšfïm zïgfvfiu fvíarrwfrgnf, srarr í Lfigi>pxfísør parcslšeššffg por ov åiæiaškor; em* fcxsfir csßfsïåzndu