US920782A - Insulated rail-joint. - Google Patents

Insulated rail-joint. Download PDF

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Publication number
US920782A
US920782A US41066708A US1908410667A US920782A US 920782 A US920782 A US 920782A US 41066708 A US41066708 A US 41066708A US 1908410667 A US1908410667 A US 1908410667A US 920782 A US920782 A US 920782A
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joint
tlie
rail
bars
rails
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US41066708A
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Reuben W Smith
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RAIL JOINT Co
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RAIL JOINT CO
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B11/00Rail joints
    • E01B11/54Electrically-insulating rail joints

Definitions

  • This invention relates to rail joints of the insulated type, and has special reference to a novel and practical joint of this'character comprising means for providing a .solid metallic bearing 'support at theunder sides of the rail heads, and also maintainin a complete and effective insulation throng out the entire joint.
  • the invention has in View a construction wherein no insulation is interposed between the heads of the rails and the metallic bars next to the same. This admits the heads of the 'rails taking a4 solid and direct bearing on the -joint bars, while also .permitting of such a dis osition of the insulating material as to re ieve the same from the pressure of the load without detracting at all from the efficiency ofthe insulation.
  • the invention provides' a structure in.which a solid metallic bearing is secured for the rail heads, anda complete insulation of the joint is effected by an arrangement of insulation upon which practically no fiber strain is imposed.
  • Figure 1 is a perspective viewv of an insulated rail joint constructed in accordance with the present invention.
  • Fig. 2 a side elevation thereof.
  • Fig. 3 is a cross sectional view on the line 8-3 .of Fig. 2.
  • Eig. 4 is a similar view on the line 4 4 of Fig..2.
  • FIG. 5 is a top plan view showing the preferable arrangement of the insulation, and therela- 'l tion of the splice arms of. the separate angle Specification 'of Letters Patent.
  • Fig. 6 is a bottom'plan view of the parts in the several figures of the drawin s. Y
  • a rail joint constructed according to t e design and plan of thepresent invention embodies in its organization the service rails R, the side joint bars l, and the usual series' of joint bolts 2. These joint bolts are l-tted with any of the approved bolt insulating c xpedients 3 such as usually resorted to for 1nsulating the bolts from the joint bars, b ut the characterizing feature of the present 1nvention resides in the employment of joint bars having a direct metallic bearing with the rails, and which bars are discontinuous, that is termi-nate at or near the meeting ends of the rails, and therefore do .not extend continuously throughout the jointas do the ordinary angle bars or ⁇ splice bars commonly employed in rail joint structures both of the' standard and insulated types., It will therefore be observed that the joint is provided ⁇ withwhat may be termed two-part or d1- vided joint bars, so that there are separate joint bars or joint barsections for each rail,'
  • each joint bar consists of'the'- main 'upright section or'girder 4 formed at its upper edge with the usual' thickened bearing head 5 having a direct metallic bearing against edge the upright sectionfor girder 4 of each angle bar l has formed integrally therewith .anouttu1ned foot flange 6 overlying; the rail flan-ge and formed with an inclined bearingv face 7 ha1ving directmetalliccontact with the inclinedupper face'of fia-nge.
  • the rails land separate joint liars for encl'i ifiil, eneli oi said joint Lndinftl splice iirin eXtension front lod witli die otlier jfiint liiir it tlie sinne side oi" the joint in :i 'rain joint, the mils, separate discontinuous joint lnirs iioi iftil, eaeli ot seid inn-s ,einig oi n length approximately spirit oiI sftei'iii :ing any of tlie advantages of efjiniling one-lizill' tlre lon ⁇ tli of the joint, and provided with it loiigtndinil splice orin l i'l.-tt upon 'die opper side oi'f die too
  • lapping ⁇ lie ilnngi'e oi :in adjacent imi', 4. in i mil joint, tlm rails, separato lialfivi'iiie tlie ipliie zii'ni of iid 1i int lmi iinl lenjijtli joint lniis loi' noli rail, @zich of Sind deilnps tlio ⁇ 'toot iliini'e ot said ot i' lnii, ill j joint liii's lining pi'oifiilod w'tliv zi horizontal of wliieli is eif'pinizilj" slionn in tliel noi/nml i ::pi ;o ii'iii exifndod iongii'iidiii:illy,from its [i0 'figures of the
  • the rails separate discontinuous angle bars 'for each raiL' each of said angle bars being provided with a splice arm projected from the inner end of its footA fiange to the op osite end of the joint and coupled to the a jacentjoi'nt bar, insulationv interposed between the lapping elements of the joint bars, andinsulatlon .between 'the rail ends, and between the ends of the joint bars.

Description

R. W. SMITH. INSULATED RAIL JOINT.V
APPLIOATION FILED JAN. 1s, 190e.
n autor feubenf w. SIW/7% @Atom/mega un mw.
///// vllulll R. W. SMITH.
INSULATED BAIL JOINT.
APPLIOATIOH Hmmk JAN. 13, 190s.
Paiented May 4;, 1909.
y 8 SHEETS-SHEET 2.
a IIE-1.2%.. 1 l.
@finta @saco NSULATED RAIL JOHYT. APPLICATION ILED JAH. 13, 1908.
gin/1111K.
@wanted May 09.
3 SHEETS-SHEET 3.
MW, WM
UNITED sTATEs PATENT OFFICE. n,
REUBEN SMITH, Ol" MARIETTA, PENNSYLVANIA, ASSIGNOR TO THE RAIL JOINT COMPANY,
OF NEW YORK, N. Y., A CORPORATION OF NEW YORK. i
INSULATED RAIL-J 01N T.
Application tiled January 13, 1908.
To all whom it may concern.'
Be it known that I,REUBEN W. SMITH, a citizen of the United States, residing at Marietta, in the county of Lancaster and State ofPennsylvania, have invented certain new and useful Improvements in Insulated Rail- Joints, of which the following is a specification.
This invention relates to rail joints of the insulated type, and has special reference to a novel and practical joint of this'character comprising means for providing a .solid metallic bearing 'support at theunder sides of the rail heads, and also maintainin a complete and effective insulation throng out the entire joint.
As a general object, the invention has in View a construction wherein no insulation is interposed between the heads of the rails and the metallic bars next to the same. This admits the heads of the 'rails taking a4 solid and direct bearing on the -joint bars, while also .permitting of such a dis osition of the insulating material as to re ieve the same from the pressure of the load without detracting at all from the efficiency ofthe insulation. In other words, the invention provides' a structure in.which a solid metallic bearing is secured for the rail heads, anda complete insulation of the joint is effected by an arrangement of insulation upon which practically no fiber strain is imposed..
With these and many other desirable `objects in view which will `readilyappearto those familiar withthe-.art as the nature of ,A the invention is better undertood, the same consists in tliejnovel constructiomcombination, and arrangement of parts hereinafter more fully described, illustrated and claimed.
The essential features of the invention are susceptible to embodiment in diferent'kinds of structures and in dierent ways without affecting the scope. of the invention, but a preferred embodiment of the latter is shown in the accompanying drawings, in which: l
Figure 1 is a perspective viewv of an insulated rail joint constructed in accordance with the present invention. Fig. 2 a side elevation thereof. Fig. 3 is a cross sectional view on the line 8-3 .of Fig. 2.l Eig. 4 is a similar view on the line 4 4 of Fig..2. Fig.
5 is a top plan view showing the preferable arrangement of the insulation, and therela- 'l tion of the splice arms of. the separate angle Specification 'of Letters Patent.
Patented May 4, 1909'. seria1No.410,6e7.
Fig. 6 is a bottom'plan view of the parts in the several figures of the drawin s. Y
. A rail joint constructed according to t e design and plan of thepresent invention embodies in its organization the service rails R, the side joint bars l, and the usual series' of joint bolts 2. These joint bolts are l-tted with any of the approved bolt insulating c xpedients 3 such as usually resorted to for 1nsulating the bolts from the joint bars, b ut the characterizing feature of the present 1nvention resides in the employment of joint bars having a direct metallic bearing with the rails, and which bars are discontinuous, that is termi-nate at or near the meeting ends of the rails, and therefore do .not extend continuously throughout the jointas do the ordinary angle bars or `splice bars commonly employed in rail joint structures both of the' standard and insulated types., It will therefore be observed that the joint is provided `withwhat may be termed two-part or d1- vided joint bars, so that there are separate joint bars or joint barsections for each rail,'
the same being arranged respectively upon v 'opposite sides of the' rails and tho-roughly insulated from one another in a manner to be presently explained. A
As indicated,` the separate joint bars for each rail are oflengths approximately equaling one-half thelengtli-'of the joint so as to terminate at or near thejoint between the meeting ends of the rails, and in the carrying out of the invention-these separate joint bars may be of any conventional or approved design according to the type of rail joint to' inthe lillustrated.embodiment o'f the-invenj tion, each joint bar consists of'the'- main 'upright section or'girder 4 formed at its upper edge with the usual' thickened bearing head 5 having a direct metallic bearing against edge the upright sectionfor girder 4 of each angle bar l has formed integrally therewith .anouttu1ned foot flange 6 overlying; the rail flan-ge and formed with an inclined bearingv face 7 ha1ving directmetalliccontact with the inclinedupper face'of fia-nge.
"the under.-y side of the rail head.. At its -lower ln addition. to tlie conventional. angle bei' l pleinljT illustrated in Figs.
d to, of the joint bars, )ottoni toot 'tienne 6 featnit above referr- 1, ,71 eaeli oi; tno letter lios i i tornio-1l i thingie, :ind .fit what inziy lie 'termed its ini end (that is the end next to the joint niin extension enen joint lian' eontiniied i'oin the end of sneli inn' (next to tlie i insisting.;` ends et the rails) ont to the end of i the joint and bears lapping reiiition to tlie opposite joint intron the seine side of tl'ie v in ordei` to seenie :i proper lnsli zii- Lt on l "ite ien tlie seperate y to tlie dr; v-
it encli side of ini'odntes tlie receives and i) i iejeet' s, e iz'iil, nfliils tlie 9 ol seid joint iWei-lies ind i littoral or oilset tienne oxtenl sion S n'lieli projects beyond tiio edge ol' tlie l ends of tlie mils) the The said. splice nient of tliejoint linis tlieniselves, and j ine time-provide for an eitl'eetive of' tlie joint, it liars liti-ving ii loi tliev oiliei joint izino o' of the drawings, is sliown in these figures ol the diziivin` i, it is pieeielile to continue tlie invidiiig' n construction wliieli can be Very oiisily rey ired :ind adjusted, and in which tiie indivnlnzil parts can lie replaced or interelizinged to ndvznif Various rinii'igfes in tlie torni, proportion, :ind ininoi de ils of construction may be resorted to ivitliont departing from tlie t ie invention.
l. in e rail joint, the rails, land separate joint liars for encl'i ifiil, eneli oi said joint Lndinftl splice iirin eXtension front lod witli die otlier jfiint liiir it tlie sinne side oi" the joint in :i 'rain joint, the mils, separate discontinuous joint lnirs iioi iftil, eaeli ot seid inn-s ,einig oi n length approximately spirit oiI sftei'iii :ing any of tlie advantages of efjiniling one-lizill' tlre lon` tli of the joint, and provided with it loiigtndinil splice orin l i'l.-tt upon 'die opper side oi'f die toot l otlieil joint lizii 30 at die ne side ol 'the rails. ilence, it is to j coupled to tliondjnennt joint bei. 9.5 lie not 1 tliiit the separate joint liiiis proper 1%. ln :i rfiil joint, the i'iilS, Sepiirzit@ dii-y preseiie tiiisli ielntion ii'itli-ezircli other-in continuons joint liars ioi eiieli. rail', eneli oi tlie lisliing spaces oi the rails, ii'liilo tlie splice eid joint liars lini'iiig; o longitudinal splice firni elite Vsions 9 tlieiooi iiiziintaiin :i litppin ziiin coupled to tlie adjacent joint liar, zit-nd 3o relation tl "plico niin Slot `one imi' oi-'ei g iii/.wins tor insulating one 'iziil troni tlie other, 100
lapping` lie ilnngi'e oi :in adjacent imi', 4. in i mil joint, tlm rails, separato lialfivi'iiie tlie ipliie zii'ni of iid 1i int lmi iinl lenjijtli joint lniis loi' noli rail, @zich of sind deilnps tlio` 'toot iliini'e ot said ot i' lnii, ill j joint liiii's lining pi'oifiilod w'tliv zi horizontal of wliieli is eif'pinizilj" slionn in tliel noi/nml i ::pi ;o ii'iii exifndod iongii'iidiii:illy,from its [i0 'figures of the iiwingsy j inner t-iid portion.:ind coupled to tlie mijn@ 105 The', overlitpping #ind niidei'lfijipingfiiiii ont joint lim'. j rangement oiitl'iegspliee :wins es dioi'e lol in n mil joint, i'ilie i'ziils, spzirate disscribedjis alternated on opposito rides ol' tl'io continuons joint purs toi' mieli ziil liziving i joint :is best sliow'n in iiggs f3 zind (i et tlie l direct inetzilliu iiezniiin against tlie nnder 4 5 drtiii'iiigs,tlioi'eliy securing n stioiiggjly niin'iod side ot `tlio riiil lieiid, mieli oi' sziid joint liars .iin eileet, :ind in oi'dei' to complete tlie splicing' lit-ing pioiidvd with :i longitudinal split-.e of tlie-sep:ii.ite joint bars, tlio overlapping` i niin lzippiiipr tlie ndjiiceiit joint ont and elements oi' ,smid bars, upon liotli sides ot' tlie l coupled tlioietoA l y l l joint, are securely coupled or fastened to- (i. lii :i izzil joint, tlilo riiils, separate dis- 50 getlier tlironggli `tlie inediiiin ol :i plii zilitj' ot i ooiitiiinonsjoint lnii's for mieli mil, the joint 115 liars :it or ii sido ol'l tlio joint being provided willi lioi-ixoiitail longitudinally disposed oververtinlly arranged fastening; liolts` il, wliieli boltsni'e provided ii'itli ziiij' snitiilzilo oi' conventioiiiilliolt insulation l2 lo prevent the` lapping; coupled splice extensions. l trans-iii sionofolontiicmiii'eniitlioietlii'ongrli, 7. ln :t rziil joint, tliix rfiils, separate disf-` ,55 :1nd tin... Serving io fogist iii (lio insulation oi' {'ontiniioiisjoint iizirs for mieli yiiiil, tlie joint 1.2()
tlie'joint; lisiis :it vin-li. Ido o' tlio joint boing provided.
wit liiliorinontg'il longitudinally disposed overilnppiiijil coupled ,splice oxtoiisioiis,`ii'iid ineniisl'oil insoliti nip; oney iiiil lroin tlie other.
60 insuliniiiigsliebts l'liotiioiiii tlm owilnppiiijj N. in :i iziil joint, tlie rziils, separate dis- 125 elonieiits'ol tlio sepnijiitiy joint imi's :it lmtli l continuons joint lizLi-s-l'oieiieli mil, the joint sides ol lli(x joint, :ind lijf' vinploj'in't :in fiid 'iniisnt ein-li .sido ol tlie joint living provided post insiiliitioii l/i lit-tween tlio ,'oiitiigiioiis i willi longitudinal .split-o :ii-ins extended from iziil oiid 7 :1nd also lwiii'wn tlio eoiiligiioiis j tlioii' iniici' viidri mid i'ospoetiyely overlop- 65 ends :ind llnnigo poi-lionsy ol' tl'io :ingle lmi's :in i pint;l :ind iiiidoi'liippiiir tlie adjacent bitrs. 1i
9. In'a rail joint, the rails; separate angle bars for each rail having longitudinal splice arms lrejected from the inner ends of their foot anges, the joint-bars .at each side of the joint havin 'their splice arms lapping and coupled' to t e adjacent joint bar.
10. In arail jontfthe rails separate discontinuous aiigle bars -for eacii rail, each of said angle bars being provided with a longit'udinal splice arm projected from the inner end of its foot flange and coupled, to the adv jacent joint bar, land means 'for insulating one rail-from the other.
l1. In a rail joint, the rails, separate discontinuous angle bars 'for each raiL' each of said angle bars being provided with a splice arm projected from the inner end of its footA fiange to the op osite end of the joint and coupled to the a jacentjoi'nt bar, insulationv interposed between the lapping elements of the joint bars, andinsulatlon .between 'the rail ends, and between the ends of the joint bars.
'In testimony` ivhereoi I hereunto. affix mj' signature in the presence of two Witnesses'.
REUBEN W. sMiTH.
US41066708A 1908-01-13 1908-01-13 Insulated rail-joint. Expired - Lifetime US920782A (en)

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