US1860205A - Beam protector - Google Patents
Beam protector Download PDFInfo
- Publication number
- US1860205A US1860205A US330296A US33029629A US1860205A US 1860205 A US1860205 A US 1860205A US 330296 A US330296 A US 330296A US 33029629 A US33029629 A US 33029629A US 1860205 A US1860205 A US 1860205A
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- US
- United States
- Prior art keywords
- flange
- protector
- plates
- lugs
- blocks
- 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.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
Definitions
- This invention isan improvement in beam protectors, and moreparticnlarly inprotectors'for thepbeamsof railroad'bridges.-
- Bridge beams ofthe character inV question .5 deteriorate veryrapidly,due"to the actionof the blast discharged by locomotives passing ⁇ beneath the beams .
- One of the primary'objects of the present invention is the provision of'a type of protector, which provides .complete protection for.
- Another object is theprovision of azprotector'rcapable of beingeasily applied to beams in existingstructures, and Awhich'V is easily removed when desired for any purpose. ⁇ Another object is thelprovision of a pro-.s4
- Figs. 4;, 5, and 8 are views similar to Fig. 1, showing ⁇ alternate constructions.
- 's Figi? is a side viewv of Athe contruction shown inFigb.. 1 s, Y
- theprotector is shownl in m l'connection with an I-beam '1"'of usual'conj l struction.
- the protector isa channel shapedV 1
- Angle plates -6 arefsecured Vto the side MLERICA, ⁇ oF BROOKLYN, NEW Yonah ooR'PonATioN on stance, by welding, the'angle plates beingof such size that they will extend inwardly, whenjthe protector is in the position of Fig.
- VEachangle plate' is arranged f i withonefpartvertical and the ,othe'r'ho'ri-V Zontal, and,l the (horizontal part rests upon.
- the lan'gleplates ofi-the two side plates are staggered, ⁇ as shown inFig. 2, sojthatV vplate and afterwards theangle'v platesof the 4otherside' plate.
- VThe width of the ,bottom-80jv plate 2 withre'specttof the flange 5 is such theangle lplates of one side plate 3 alternate Y,
- blocks'iof wood orthelike are dropped dow'nf between the l ⁇ side plates 3v and vthe? beam flange edges, sas"sshowninjv Figs. 1, Q' and 3. f 'These ⁇ blocks :are of an thickness. to, fill thel spacebetween-the reedges,
- the blocks are of alll'gth protection ,for theI-beam flange against they deleterious gases discharged locomotives.
- the protector is-inthe :t ⁇ or1n.ot ⁇
- protector 12 issimilar -tothat of Figifl, and" .is shown inconneetion with an Ibeajrnl' 'of usual construction.
- Fig. lconstruc-l in Fig.A A*5 'this space is filled vvth'alayer 'of asphalt Vfiber mastic.v indicated 'at 141, ythick H penough to. lill the" 'space between kthe flange of the I-beani andthefbettom plate or body Vface of thelange.
- ⁇ and-fthe top oflthe: ilange is cove-red by a layer 11, of yemulsilied 'as pl1a1t cement and sand, the .layerfextenrding from-the side plates of'ther protector toetheoppositesides of the web of the Lbeaimand tl-reside.y faces of. .the l 'web thelunderfaeefof the upperf-ange are" covered by coats. 18,. in the? :presentin ⁇ stance, two' innumber, of. .emulsi-ted Yasphalt Y Thislpaintextends from the layer 17 tofthe ,concrete rrindieated at. 19, above .the
- the protector consists or" Vsnin'ar halfO!the,underfaceaoff'the flange.. and to upper edges 28;V of the sections engageV the llopposite facesjof the webof the Ifbeafm QZ '.oleselyengage'a part ofthe upper face.' The lying ⁇ substantiallyV parallel,l eachhaving V a'. f hook 'oir-gutter shaped extension 3Q at its free n end. '.TheseportionsZQ lief. il i .pa.rallel rela-Iy.
- the protector is Qin-j posed, so -far as concerns th protester f er of copper bearing; stleelg'which :is j resis'tant, f
- s eeti ons. ⁇ .26 ,t are.; symlnetrieally'y .arranged V when plagoabitt they-fare Vsimilar .Wliensmif larly 'arrangechand mayibe manufaotinied 'in Y v Y :1190
- the@elements.2.9V4 may] be and-usually LV ar/.e ⁇ "secured -to V.the ehem: ⁇
- a 'bridge bea-m-pro'te'ctonincluding@a 'j channel shaped structure tofreceivethelovver.
- Abridge-beam protector including a" channel shaped structure to receive the lower f flange of the beam to be f protected and of f greater width thanthefflange, said structure.
- a bridge beam protector including. a
Description
May 24 1932- A. w. scHENKER 1,860,205
` BEAM PRQTEGTOR Original Filed Jan. 4. 1929 BYVZ u a7 w y, J4 32 A TORNEYS.
Patented May 24, 1932, Q
UNITED sfrArlzsl ABRAHAM W. SCHNKER, on FOREST HIL-La'NEW/Yonx, AssiGNoRgToTnnELnoTRic' WELDING COMPANY, oF
NEWYom:`
YAppnea'azm mea January 4,-{19'29Qse`ria1 f Y This invention isan improvement in beam protectors, and moreparticnlarly inprotectors'for thepbeamsof railroad'bridges.-
Bridge beams ofthe character inV question .5 deteriorate veryrapidly,due"to the actionof the blast discharged by locomotives passing `beneath the beams .The action of the sulphur products discharged by the locomotives inV connection with the moisture in the atmos' 39 phere, tend to erode and weaken the beams.
One of the primary'objects of the present invention is the provision of'a type of protector, which provides .complete protection for.
theexposed partsof the'beam'. I s
Another object is theprovision of azprotector'rcapable of beingeasily applied to beams in existingstructures, and Awhich'V is easily removed when desired for any purpose.` Another object is thelprovision of a pro-.s4
tector` with which may be combined protecting means for all of the exposed surfaces vof the beam, held infplace bythe protector .V'properf i Y Another-object is the provision of'atype of protector so constructed `that it may be applied to beams of any length. Y
. `With these and other objectsin View invention consists in the construction andy o novel combination lot Aparts VVfully describedv 0 hereinafter, illustrated inthe accompanying drawings, and'pointed ontfin the claimsappendedhereto, itbeing Vunderstoodthat various changes inv the form, proportion, size `and minor-*details of constrnction within the scope of the'claims, may beresorted to with-` out departing from the spirit of the-'invention.AV '.5 In the drawings forming apart h-ereof:-jl Fig. 1 is a transverse .vertical section of a Y beam provided with the improved protector. Figs. 2 and -3 are sections fonthe linesQs-Q `and 8 3, respectively, of 1. e
Figs. 4;, 5, and 8 are views similar to Fig. 1, showing `alternate constructions. 's Figi? is a side viewv of Athe contruction shown inFigb.. 1 s, Y Inthe embodiment of the invention shown in FigsQl, 2 and 3, theprotector is shownl in m l'connection with an I-beam '1"'of usual'conj l struction. The protector isa channel shapedV 1 The bottom member 21s of` idtlrgreater s A. than that of theflanfgeroffthe'I-beam'to be@ i the flange.
,spective sideV plates; and v the adjacent', flange Vand'they vprevent lateral movement' Y .of the protector after it hasb'een'place'd. As Y BEAM rno'rnc'roa g Y Naesoeeef Renewed March iaiesai 4structure includinga-body'orbottom'platef l 2,-and side plates 3,1Whichy are secureditothe y bottomplate toform aftrough. likel or channel shapedfstructure, byfwelding, or fthe like', i
the welding being indicated at 4.l
protected, so that whenfthep'rotector; isin the Position 0f Fis-*1,- thside plates e Win be spaced' apart from theside'edges offthe flange. Angle plates -6 arefsecured Vto the side MLERICA,` oF BROOKLYN, NEW Yonah ooR'PonATioN on stance, by welding, the'angle plates beingof such size that they will extend inwardly, whenjthe protector is in the position of Fig. 1, bey-ond'thefedge's` of theflange 5, and'will rest thereon; VEachangle plate' is arranged f i withonefpartvertical and the ,othe'r'ho'ri-V Zontal, and,l the (horizontal part rests upon.
The lan'gleplates ofi-the two side plates; are staggered, `as shown inFig. 2, sojthatV vplate and afterwards theangle'v platesof the 4otherside' plate. VThe width of the ,bottom-80jv plate 2 withre'specttof the flange 5 is such theangle lplates of one side plate 3 alternate Y,
that lateral movementofthe structure, that is, the protectoryisl enabled` in' order to ffa; cilitate the engagement above mentioned.V
After theY protectorzhas been placedlas l above described, blocks'iof wood orthelike, are dropped dow'nf between the l `side plates 3v and vthe? beam flange edges, sas"sshowninjv Figs. 1, Q' and 3. f 'These `blocks :are of an thickness. to, fill thel spacebetween-the reedges,
shown inv Flg. 3, the blocks are of alll'gth protection ,for theI-beam flange against they deleterious gases discharged locomotives. v VIn Fig. 4,the protector is-inthe :t`or1n.ot`
a channel shaped plateincluding abodypnl bottom 8 and sidei'langes 9. The angle plates 10, corresponding to the plates Bof Fig. 1, are
similarly arranged and Vsimilarly connected,
andthe blocks 11 'corresponding to the blocks .-7 fare of similar construction and similarly placed.y The-only dili'erenee;v betweenths structure and. thawing- 1, isi. menthe bday f and sides are integral.
In the embodiment shown iiifFig. the
Fig.. 1, `and-fthe top oflthe: ilange is cove-red by a layer 11, of yemulsilied 'as pl1a1t cement and sand, the .layerfextenrding from-the side plates of'ther protector toetheoppositesides of the web of the Lbeaimand tl-reside.y faces of. .the l 'web thelunderfaeefof the upperf-ange are" covered by coats. 18,. in the? :presentin` stance, two' innumber, of. .emulsi-ted Yasphalt Y Thislpaintextends from the layer 17 tofthe ,concrete rrindieated at. 19, above .the
I-beannV The arrangement. described prof `'tects theenti-re surface A,of mel-beam., it being understood that in each case theA `protecter .extends from. one-end?v of theel-,beam tothe other...
In the embodiment shown inFigs. and Q, 1
the proteetorfisinthelfornr-ofa pair of sub! Y 'ablefmateriahl and the ys'ectifonsgare shapedl te k'einbrace. the lovery Harige of the TI beam/21 on f .eae hsideancl to substantially 'eeverthe upf Y per surface othetangegthesaid lsections es?` tendiirgto near the Web-. ,A On the underside* I an' 'outward-.extension .for .SL-ipprtiDg the clamps; These'ctionsj@overa part o'f tbe 'L -1 nel barsr22, arranged 'back .to lbaclras shown., Y
ithechannel. .bars,l vthe?` packing Vbeingfo Vi suitable material, :as forjinstanceyleadi, solder,
' ie'iiibe like, vand.the `@hannely bars .are el ampe'ell l togetherby clamping `mani-bers Q4, vhiehlare -A substantially/C611aped; Thefelamping niemstantall-y U--shaped 'sectionsy 2.0, `e'aeli' .of suie:
layer of p asking 23.V arranged between any -bers .arev slippeeliover. -thefchannelr Vfreni .tea lbold .the Channel bars,'jthe f spacing .being maimed in Fig. i7...
offprotecter, Which-*is easily applies ref -stf ingbeanasf, and it lis .of `especial avantage Y Where. the leligfhof the'. beanrfis interrupted f sections 26, opposite'ly placed. Each section is shapedasshovvn, toi engagevapproxiimately A.
v`4the lowerA edges arev bent-to r foi-m tions are held in plaioe onthebeam.v y
k32',similarto,the. clamps 214 of ig,V 6... f These f bycros's beams,f.for"instance, rwhich would make the'application ofthe Fig. 1 construe.V `tlonin one piece,diicult v .i
In Fig. 8, the protector consists or" Vsnin'ar halfO!the,underfaceaoff'the flange.. and to upper edges 28;V of the sections engageV the llopposite facesjof the webof the Ifbeafm QZ '.oleselyengage'a part ofthe upper face.' The lying` substantiallyV parallel,l eachhaving V a'. f hook 'oir-gutter shaped extension 3Q at its free n end. '.TheseportionsZQ lief. il i .pa.rallel rela-Iy.
' tion, andY they Vare eonneete'd by 'zal suitable pac-king, 'as-for '.instancefsolder "31 -yvhiela' ,exe
.tends the full Width of theplane clamps Whijehare -jshaped', 'aresupportedby the hookorguttershaped extensions. E30, as
shown. Y. f L In eachconstruetion, the protector is Qin-j posed, so -far as concerns th protester f er of copper bearing; stleelg'which :is j resis'tant, f
toll the SO2gas?'fdiselfiangecl byflocomiotijveg "andit will'befunderstondtliatit desired, any. of 'the emb .dil'rnents.y qeseribedinay be f coated Withithe ,emulsifiedgasphalt paintgiin the marmer 'shown limflig.. 5..; 'Itgwillf be evidenti fmmnynspeeeenoff Riggs., am the. s eeti ons.` .26 ,t are.; symlnetrieally'y .arranged V when plagoabitt they-fare Vsimilar .Wliensmif larly 'arrangechand mayibe manufaotinied 'in Y v Y :1190
lonepieceand afterwards. cutjtolengtbe j:
A In the 6 Construction, the@elements.2.9V4 may] be and-usually LV ar/.e `"secured -to V.the ehem:`
nel barsv 22 before placing the Vparts Aon .the
lI. beam,v though. it is, apparent that 'tlfrefcon-` necti'on may be made afterwards.. Witlr the Channel barsattached,thesectionsZQ'aresublV Y stantially the same as the sections '26 'e .the'Q-shapedv Clamps,- and each .pont/ion has "8.V i InfeachQ case' 'thev members have:v depende i ingfpfortons which are clampedtogether by viveb'ofthe I ,bea'imwlijlle the section sfZOiGeyer? j Vonly the upper surface. Itis` appareil-t. ,brevi-'1 ever,. that .they might.. here. .eetellsis lying `along;V s ide'th'e web. y
beam prf'otecter fin'eludingl a y .greater `rWilltllf. than-the flange,V vandv having means to engagezabeve the-.itlangefto prevent. Y
downward movement.otheprotector, ,and
spectfto the beam. f
flangeef the beam; tojbeprotected.and .of greater Width 1 thanfthe flange, said structure having inwardly extendinglugszatlthe ,Y r`125l 2. A 'bridge bea-m-pro'te'ctonincluding@a 'j channel shaped structure tofreceivethelovver.
lopposite sides thereof `to engage above theiiange to support the structurerwith the bottom'thereof below the flange, and means to i center the protector with respect to the beam.
having inwardly extending lugs at the opposite sides thereof to engage above theiiange Y to support the structure with the bottom 1 thereof below the flangeyand filler blocksbetween the Aside walls of thestructure and the edge of the flange to prevent lateral 4"movement of the structure.
4J A bridge beam,protectorinclnding aV channel shaped structure to receivethe lower flange of thebeam to 4be' protected `and of Vgreater widthV than the flange,said structure having inwardly extending lugs at'the op-v posite Sides' thereof` to engage above thel flange to support the structure with the bot- I tomthereof below the: flange, and ller blocks between the side walls'of the `structure and the edge of the flange to prevent lateral movement of the structure, the lugs at each side being arranged in spaced 'relation and vIl() Y staggered with respect to the lugs at the op-` posite side. 'f Y v 5. A bridge beam protector including. a
channel shaped structure to receive the lower flange of the beam 'to be protected and of4 greater rwidth than the flange, said structure having inwardly extending lugs "at the oppositejsidescthereof to engage above the j .fiange to support the structurewith the botv I tom thereof below the flange, and filler blocks between the side walls ofthe structure and theedge of the'flangeV to prevent lateral movel i ment of the structure, the lugs Vat each side being arranged in spaced relation and stagf. x
gered with respect to the lugs at the' opposite side, the filler blocks being arranged at the -ly lugs. Y ,A y Y v 6.- A Vbridge .beam protector inclnding a channel shaped structure for receiving the loweriiange of the beamte be protected,V said.V structure being of greater width and depthl than the flange to be protected, inwardly exeV tending lugs on oppositefsides of the strnc-V o ture to engage above the flange when the", structure is centeredwith respecttothe flange. ,y f Y Vto hold the lsame in spaced relation thereto',
and a protectivefiller between the sides and "bottom of the flange and structure and btween'the sides and top of the flange.
Signed at New York in the county `oi "'l\Tewv Y' York and State nof New ,Yorks vthis lstday of DecembenoA. D. 1928.
Y -ABBAHAM w. SCHENKER. f
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US330296A US1860205A (en) | 1929-01-04 | 1929-01-04 | Beam protector |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US330296A US1860205A (en) | 1929-01-04 | 1929-01-04 | Beam protector |
Publications (1)
Publication Number | Publication Date |
---|---|
US1860205A true US1860205A (en) | 1932-05-24 |
Family
ID=23289133
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US330296A Expired - Lifetime US1860205A (en) | 1929-01-04 | 1929-01-04 | Beam protector |
Country Status (1)
Country | Link |
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US (1) | US1860205A (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3594972A (en) * | 1967-12-21 | 1971-07-27 | Owens Corning Fiberglass Corp | Suspended ceiling construction |
US3913290A (en) * | 1974-03-25 | 1975-10-21 | Avco Corp | Fire insulation edge reinforcements for structural members |
US3959946A (en) * | 1973-06-27 | 1976-06-01 | Electric Power Transmission Pty. Limited | Pole structure |
US5279093A (en) * | 1991-12-11 | 1994-01-18 | Mulach Parking Structures Corp. | Composite girder with apparatus and method for forming the same |
US5956919A (en) * | 1997-09-08 | 1999-09-28 | Wilian Holding Co. | Spanning member with convoluted web and C-shaped flanges |
US6561736B1 (en) * | 2000-11-17 | 2003-05-13 | Doleshal Donald L | Frictional coupler and stiffener for strengthening a section of piling |
US7213379B2 (en) | 2004-08-02 | 2007-05-08 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US20070289234A1 (en) * | 2004-08-02 | 2007-12-20 | Barry Carlson | Composite decking material and methods associated with the same |
US20080295453A1 (en) * | 2004-08-02 | 2008-12-04 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US20090075031A1 (en) * | 2007-09-18 | 2009-03-19 | Carlson Barry L | Structural member |
US20090094929A1 (en) * | 2004-08-02 | 2009-04-16 | Carlson Barry L | Reinforced structural member and frame structures |
CN103015308A (en) * | 2011-09-23 | 2013-04-03 | 杨光华 | Collision-prevention device for bridge crossgirder |
USD808783S1 (en) * | 2016-03-23 | 2018-01-30 | Richard Heindl | Connecting element for sheet piles |
USD808782S1 (en) * | 2016-03-23 | 2018-01-30 | Richard Heindl | Connecting element for sheet piles |
-
1929
- 1929-01-04 US US330296A patent/US1860205A/en not_active Expired - Lifetime
Cited By (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3594972A (en) * | 1967-12-21 | 1971-07-27 | Owens Corning Fiberglass Corp | Suspended ceiling construction |
US3959946A (en) * | 1973-06-27 | 1976-06-01 | Electric Power Transmission Pty. Limited | Pole structure |
US3913290A (en) * | 1974-03-25 | 1975-10-21 | Avco Corp | Fire insulation edge reinforcements for structural members |
US5279093A (en) * | 1991-12-11 | 1994-01-18 | Mulach Parking Structures Corp. | Composite girder with apparatus and method for forming the same |
US5956919A (en) * | 1997-09-08 | 1999-09-28 | Wilian Holding Co. | Spanning member with convoluted web and C-shaped flanges |
US6561736B1 (en) * | 2000-11-17 | 2003-05-13 | Doleshal Donald L | Frictional coupler and stiffener for strengthening a section of piling |
US20080295453A1 (en) * | 2004-08-02 | 2008-12-04 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US8438808B2 (en) | 2004-08-02 | 2013-05-14 | Tac Technologies, Llc | Reinforced structural member and frame structures |
US20070193199A1 (en) * | 2004-08-02 | 2007-08-23 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US20070289234A1 (en) * | 2004-08-02 | 2007-12-20 | Barry Carlson | Composite decking material and methods associated with the same |
US7213379B2 (en) | 2004-08-02 | 2007-05-08 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US8938882B2 (en) | 2004-08-02 | 2015-01-27 | Tac Technologies, Llc | Reinforced structural member and frame structures |
US20090094929A1 (en) * | 2004-08-02 | 2009-04-16 | Carlson Barry L | Reinforced structural member and frame structures |
US7721496B2 (en) | 2004-08-02 | 2010-05-25 | Tac Technologies, Llc | Composite decking material and methods associated with the same |
US7882679B2 (en) | 2004-08-02 | 2011-02-08 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US7930866B2 (en) | 2004-08-02 | 2011-04-26 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US20070193212A1 (en) * | 2004-08-02 | 2007-08-23 | Tac Technologies, Llc | Engineered structural members and methods for constructing same |
US8266856B2 (en) | 2004-08-02 | 2012-09-18 | Tac Technologies, Llc | Reinforced structural member and frame structures |
US8065848B2 (en) | 2007-09-18 | 2011-11-29 | Tac Technologies, Llc | Structural member |
US20090075031A1 (en) * | 2007-09-18 | 2009-03-19 | Carlson Barry L | Structural member |
CN103015308A (en) * | 2011-09-23 | 2013-04-03 | 杨光华 | Collision-prevention device for bridge crossgirder |
USD808783S1 (en) * | 2016-03-23 | 2018-01-30 | Richard Heindl | Connecting element for sheet piles |
USD808782S1 (en) * | 2016-03-23 | 2018-01-30 | Richard Heindl | Connecting element for sheet piles |
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