US1810310A - Bulkhead for steel barges - Google Patents

Bulkhead for steel barges Download PDF

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US1810310A
US1810310A US229669A US22966927A US1810310A US 1810310 A US1810310 A US 1810310A US 229669 A US229669 A US 229669A US 22966927 A US22966927 A US 22966927A US 1810310 A US1810310 A US 1810310A
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channels
hull
bilge
bulkhead
channel
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US229669A
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William G Esmond
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EDGAR AMES
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EDGAR AMES
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/56Bulkheads; Bulkhead reinforcements
    • B63B3/58Bulkheads; Bulkhead reinforcements with flat plating

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  • My presentV inventionl relates toy an improvenienti in steel barges ofthe type set kforth in my copending patent application for steel barge construction, Serial No.
  • Fig. ⁇ l is a transverse sectional view of a steel barge of the ytype herein referred to, showing ⁇ the bulkhead.
  • Fig. 2 is a'sectional view thereof taken on the line 2 2, Fig. l, looking in thedirec:
  • Fig.A 5 is a fragmentary! perspective viewA offone of the bulkhead frames-.
  • the bilge portions 5 of the hull are also si1ni' ⁇ larly-constructed except that the channel? Y beams 2, as 'previously described,are bent 95. so thatfits flanges 3 are broughtat right: angles to; oneV another by bending the webi portionl 6, lVigll,y to conformi to ⁇ the kbilge bendy'as Shown.lr ⁇ Y I
  • the hull fof af vesself constructed of channel utilize, asis shown in Fig'. 2, angle'frames, 95"
  • the short leg 8 of the angle is rivets 9', Fig. channel webs 2 by means of rivets 9', Fig. 3.
  • the slotted openings 7 in frames 6, into which are introduced the upstanding flanges 3 of the channels, are then welded to the flanges 3 at their points of Contact, ⁇ as indicated by the dotted lines y1() in Fig. 3 so that the slotted bulkhead angle frames 6 are welded, at intervals, to the flanges' 3 of the channels 2 andby such welding the slotted jointures are made into an integral and ⁇ watertight construction.
  • the bulkhead plates 11 and 12 are then laced in position, they being overlap at their mid section as at 13, in some instances, and the outer edges 14 of the said plates are then ⁇ riveted to the long leg 9 of the angle frames 6 by means of rivets 15, this detail being fully shown in Fig. 3.
  • the angle frame there noted is curved 4to fit the bent bilge vforming channel beams2, the said bilge ⁇ forming channels being affixedto their associate hull forming channels 2, as previously described.
  • the bilge forming angle frame piece, B is a separate piece of an le framing bent as previously described, an is thereafter riveted, "as by rivets 15, to thehulkhead plates v12, and is also Weldedto the Vflanges of the hull forming channels.
  • the bulkhead plates themselves are integrally aiiixed, throu h the angle frames 6 to the hull forming c annel beams in a rigid manner, by reason of the Welding and riveting, thereby transversely reinforcing the hull structure of the vessel, and that the bulkheads are in turn reinforced by the vertical angle braces 16 thereby creating, at intervals, throughout the longitudinal length of the barge proper, a series of transverse hull reinforcing watertight compartment forming ⁇ members which involvel aV very simple construction and admit of the practice of a greater economy in the construction of bulkheads, than heretofore accomplished by customary practice.
  • a bulkhead for barges of the class described comprising in combination with a flanged channel beamed hull, of a framing therefor, said framing having spaced notches to receive the flanges of said channels and being welded to said channel flanges at their points of notched contact therewith, and having bulkhead forming partitions affixed thereto, said bulkhead ypartitions being provided with vertical stiifenin braces, bent channels forming bilge ⁇ mem ers between the sides and bottom of said hull, and outer bilge reinforcing plates riveted to channels on either side of said bent channels.
  • a fianged channel beamed hull In a barge of the class described, a fianged channel beamed hull, a framing therefor, said framing being notched, riveted to the webs rand welded to the flanges, of said hull forming channels, bulkhead forming plates riveted to said framing, bent channels forming bilge members between the sides and bottom yof said hull, framing for said bent channels, said framing being notched, riveted to said bulkhead plates and welded to the flanges of said bent channels. 4.
  • each of said angle frames ⁇ being positioned with yone of its legs riveted to the webs of the hull channels and with the other leg in a substantially'vertical plane transversely to said channels, said frames being provided with spaced notches extending through one leg thereof and into the other leg, to receive therein the flanges of said channels,'said frames kbeing welded to said channels at said notches; and bulkhead forming partitions, riveted to a face of the said other leg of each of said angle frames; and channels, forming bilge members located between the sides and bottom of said hull, outer bilge reinforcing plates riveted to channels on each side, of each of said'bilge channels, with an angle yframe piece bent to fit into each of said bilge4 channels with one of its legsfin Contact with the curved web of the
  • said framing being notched, ri'v-l eted to thewebs, and welded to the flanges vof the hull forming channels, bulkhead forming two part partitions riveted to said fra-ming, bent channels forming bilge members between the sides and bottom of the hull, witha framing piece bent to t into each bilge channel member and outer bilge reinforcing plates riveted to the channel beams on opposite sides of each of said bent channels.
  • a channel Y beamed hull consisting of side and bottom fabrica-ted structure; bent channel beams forming bilge members placed between the said side and bottom structure, angle plate frames having short and longer legs arranged at intervals across and within they hull with' the short legs attached thereto, an angle frame piece bent to fit within said bilge members and secured thereto, bulkhead partitions secured to the longer ⁇ of the legs of said angle plate frames and to the bent angle frame pieces within the bilge members, said partitions consisting of overlapping upper and lower plates; and brace bars extending vertically over the joint between these plates and secured thereto, the
  • a flanged channel beamed hull angle frames secured to the hull, bent channels forming bilge members located between the sides and bottom of the hull, with frame pieces bent to ft into each vbilge channel member and being secured thereto, outer bilge reinforcing plates riveted to the channel beams at 0pposite sides of each of saidchannel beams; and bulkheads riveted to said frame and to the bent frame pieces for bracing the corners of said bulkheads, and stitfening bars extending vertically over said lbulkheads and secured thereto.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

W. G. ESMOND BULKHEAD FOR STEEL BARGES Filed Oct. 29. 1927 Patented .lune` Y1e;` v1931-;
- UNIT'en-smrss PATENT or1111er;
WILLIAM G. EsMoNn, orv STRATFORD, oonNEeTrcUn; AssIGNjoaTo rumenmansonl Nir-WvYon-mn. Y. y y 1 Y yApplication 'filed October 29, 1927. Serial 1%.y 229,669,
My presentV inventionl relates toy an improvenienti in steel barges ofthe type set kforth in my copending patent application for steel barge construction, Serial No.
and collaborateswith the framing of ythey 15 barge, and whereby greater economy in the building of the same is accomplished, than by present methods.,
'The above noted economy is accomplished mainly by the fact that 'the present new go construction obviates the use of forgedcollars heretofore utilizedkto form framing between the channel flanges, `each of such collars 'having to be made and fittedseparately owing Y to ynon-uniformity ofy the channel spacing,such non-uniformity ordinarily requiring the making ofseparate templets for eachy channel collar after the hull structure is erected. This, obviously, is very expensive and my present l construction eliminates 30 this. e Y In ybarges of the present type it isrhighly desirable, so far as is possible, that standardV 1 structural shapes bef'utilized in the building thereoffwith a minimum number of special y35 pieces, on the ground of economy in the labor cost of manufacture, anda saving in thev cost ofmaterial entering into such structura. 'n Y n These and other capabilitieswill be ascertained as .the herein descriptOIl Proceeds,
and it is obvious Vthat. modic'ations thereof may be'made without departing from the spiritof the invention or .the-scope of the 45 appended claims. Y n
- In the accompanying drawings Fig.` l isa transverse sectional view of a steel barge of the ytype herein referred to, showing` the bulkhead. l se Fig. 2 is a'sectional view thereof taken on the line 2 2, Fig. l, looking in thedirec:
tionof the arrow. f l Fig. V3' fis'an enlarged characteristic sec` tion in fragmentarylform, taken from any a part of'the framing structure` of the barge'f' .f
hull,Fig. 1.- 1 .y .f A l F ig. f4 is an enlarged section of the bilge portion inv enlarged fragmentaryview.V
Fig.A 5 is a fragmentary! perspective viewA offone of the bulkhead frames-.
Inmy present 'construction all of the conn' ponent lparts of my present invention utilize', so far as is possible, standardstruc-l tural shapes for the construction of barges of this type, ysuch as is vsetforth-in United' States Patentsy Nos. 1,596,728Jand 1,647,155, issued to Ellis onv Aug. 17,1926, and Nov.. l, 1927, respectively,andasa continuation of this, Ihave utilized certain standard structuralKV irf'on shapes, ase will fbe herein-I 70 Y after fully disclosed, for'thefconstruction ofvv bulkheads within al vessel ofjthetype described.l" For instance, in Fig; '1,I the deck l iis shown as' being yconstructed of' channel sec-'5 75. tions orfbeams-2friveted"together at theirf flanges 3, and theopposite 'sides ofthe vessel are ysimilarlyconstructed, as indicated by similar indices thereon, as is alsol the .bot-f tom, generally .denoted bye.. f
The bilge portions 5 of the hull, as will be noted'by examination:l ofthe enlarged fragmentaryportion of F ig.,4, are also si1ni'` larly-constructed except that the channel? Y beams 2, as 'previously described,are bent 95. so thatfits flanges 3 are broughtat right: angles to; oneV another by bending the webi portionl 6, lVigll,y to conformi to `the kbilge bendy'as Shown.lr` Y I In the construction of my bulkhead Within'y 90 f the hull fof af vesself constructed of channel utilize, asis shown in Fig'. 2, angle'frames, 95"
generally denoted by 6these angles being preferably of kunequal legs, and as shownin Fig. 5 the shorter legs of these angles 'are slotted at channel-flange spaced intervals so kas to permit of the introduction of the im v Anjouter ybil flanges 3 along the length of the angle members 6, these slots 7 being extended into the longer leg 9 thereof, as indicated in the fragmentary view, Fig. 3. The short interrupted fiange 8 of the angle rests against and is riveted to the webs of the channel beams while the longer flange 9 projects angularly awsiiy therefrom, this being fully indicated in ig. 3.
After thefslotting and fitting of the angle frames 6 to the respective positions and channels 2, for locating the bulkhead plates, the short leg 8 of the angle is rivets 9', Fig. channel webs 2 by means of rivets 9', Fig. 3. The slotted openings 7 in frames 6, into which are introduced the upstanding flanges 3 of the channels, are then welded to the flanges 3 at their points of Contact, `as indicated by the dotted lines y1() in Fig. 3 so that the slotted bulkhead angle frames 6 are welded, at intervals, to the flanges' 3 of the channels 2 andby such welding the slotted jointures are made into an integral and `watertight construction.
After the frames k6 .have been placed in position, rivetedand welded, as abovev described-,the bulkhead plates 11 and 12 are then laced in position, they being overlap at their mid section as at 13, in some instances, and the outer edges 14 of the said plates are then `riveted to the long leg 9 of the angle frames 6 by means of rivets 15, this detail being fully shown in Fig. 3.
Thereafter, .for the 'purpose of stiffening the bulkhead plates against bulging in either direction, they are stiffened by the riveting thereto of a plurality of vertical standard angle bars 16, Figs. 1 and 2, these running substantially from the Vdeck framing to the bottom framing of the barge and thereby stii'ening the transverse bulkheady forming lates 11 against undue displacement..
. At the bilge portion B of the rhull structure, Figs. 1 and 4, it will be noted that the angle frame there noted is curved 4to fit the bent bilge vforming channel beams2, the said bilge `forming channels being affixedto their associate hull forming channels 2, as previously described.' The bilge forming angle frame piece, B is a separate piece of an le framing bent as previously described, an is thereafter riveted, "as by rivets 15, to thehulkhead plates v12, and is also Weldedto the Vflanges of the hull forming channels. e reinforcing platey 17, 'bent to conform to t eshapeof kthe web 6y of the bilgeV channel beam, yis affixed to the kbilge aociated channel beamsby rivets 18. Thus they bilge portion isreinforced at this point and cooperates with thel interior angle framingmembers 6 at the sides and bottom of the barge to encompass a rigid bilge con-y struction and at the same time acts as a corner anchorage yfor the bulkhead plates 12.
yIt will be noted from the foregoing that in the bulkhead construction there are only three structural elements used, namel the framing 6 which is notched and wel( ed to the longitudinal hull forming channel beams 2, the transverse bulkhead forming plates 11 and l2 and the bulkhead plate reinforcing angles 16. It will further be noted that owing to this construction that the bulkhead plates themselves are integrally aiiixed, throu h the angle frames 6 to the hull forming c annel beams in a rigid manner, by reason of the Welding and riveting, thereby transversely reinforcing the hull structure of the vessel, and that the bulkheads are in turn reinforced by the vertical angle braces 16 thereby creating, at intervals, throughout the longitudinal length of the barge proper, a series of transverse hull reinforcing watertight compartment forming `members which involvel aV very simple construction and admit of the practice of a greater economy in the construction of bulkheads, than heretofore accomplished by customary practice.
I claim:
1. A bulkhead for barges of the class described, comprising in combination with a flanged channel beamed hull, of a framing therefor, said framing having spaced notches to receive the flanges of said channels and being welded to said channel flanges at their points of notched contact therewith, and having bulkhead forming partitions affixed thereto, said bulkhead ypartitions being provided with vertical stiifenin braces, bent channels forming bilge` mem ers between the sides and bottom of said hull, and outer bilge reinforcing plates riveted to channels on either side of said bent channels. v
2. In a barge of the class described, a fiangedy channel beamed hull, a `framin, therefor, said framing being notched, rivete tothe webs and welded to the flanges, of said hull forming channels, bulkhead forming plates riveted to said framing, and bent channels forming bilge members' between the sides and bottom of said hull and `outer bilge reinforcing plates riveted to channels on either side of said bent channels. 3. In a barge of the class described, a fianged channel beamed hull, a framing therefor, said framing being notched, riveted to the webs rand welded to the flanges, of said hull forming channels, bulkhead forming plates riveted to said framing, bent channels forming bilge members between the sides and bottom yof said hull, framing for said bent channels, said framing being notched, riveted to said bulkhead plates and welded to the flanges of said bent channels. 4. In a bargeof the classl described, a flanged channel beamed hull, a frarnin therefor, said framing lbeing notched, riveted to the webs and welded to the flanges, of said hull forming channels bulkhead forming rer:
yic
plates rivetedto said framing, bent channels' outer bilge reinforcing vplate riveted to saidA hull forming channels as and for the purpose described.
5. In a bulkhead framing for barges of the class described the combinationwith a longitudinally flanged channel beamed hull of a plurality of transverse angle plate frames therefor said ,frames having a short and a longer leg, each of said frames lbeing positioned with its short legs riveted to and in contact with the webs of the hull chan- Vnels and with the other longer leg lin a substantially vertical plane transversely to said c channels, said frames being provided with a plurality of spaced notches, to receive there in the flanges of ksaid channels, and said frames being welded tosaid channels atl said notches; two-part bulkhead formingpartitions, riveted to the said longerleg of each of said angle frames; and transversely arranged vertical stiieningangle' braces secured to said partitions and extending from the ktop to the bottom thereof across the joint between the parts.
6. In a bulkhead framing for barges of the 'class described the elements of claim 5, combined with channels, forming bilge inembe'rs, located between' the sides and bottom of said hull, outer bilge reinforcing plates,
riveted to channels on each side of each of said bilge channels, with an angle frame piece, bent to i'it into eachof said bilge channels with one of its legs in Contact with the curved web of the bilge channel and with the other leg positioned transversely thereto concentrically therewith and said.
part being notched and welded to said bilge channel flanges.
7. In a bulkhead framing for barges of the yclass described, the combination with a longitudinally channel beamed hull, of a plurality of transverse angle frames therefor, each of said angle frames `being positioned with yone of its legs riveted to the webs of the hull channels and with the other leg in a substantially'vertical plane transversely to said channels, said frames being provided with spaced notches extending through one leg thereof and into the other leg, to receive therein the flanges of said channels,'said frames kbeing welded to said channels at said notches; and bulkhead forming partitions, riveted to a face of the said other leg of each of said angle frames; and channels, forming bilge members located between the sides and bottom of said hull, outer bilge reinforcing plates riveted to channels on each side, of each of said'bilge channels, with an angle yframe piece bent to fit into each of said bilge4 channels with one of its legsfin Contact with the curved web of the bilge channel and with the otherL legy positioned transversely thereto concentri-y cally therewith and said part being notchedand-welded to said bilge channel flanges. 8. In a bulkheady framing for barges of the class described, the elements of claim 7, combined with transversely arranged vertical stiffening angle braces, secured to said partitions and extending from top to bottom thereofi Y f 9. In a construction of the class described, the combination of a longitudinally flanged' channel beamed hull, of a pluralityl of transverse angle frames each ofsaid frames havking -one legy secured to the hull channels and the-other leg extending linwardly from said channels; curved channel units forming bilgemembers located between the sides andk bottom of ksaid Vhull,-outer bilge reinforcing plates riveted to channelson each side yof'each of said bilge channels, with an angle frame piece ybent to t into each of said bilge channels;l and bulkhead forming partitions secured to the said other leg of the said transverse angle frames.,L
l0. In` a construction of the class de` scribed, the elements of claim 9, combined with transversely arranged vertical stifteningangle braces secured to said-partitions and extending from topy to bottom thereof.
ll. In a bargel ofthe class described a longitudinally channel beamed hull, angle frames each ,havingk a leg thereof secured to the said hull Vcurved channels, forming bilge members, located between the sidesand bottom ofsaid hull, outer bilge reinforcing plates, riveted to channels on each side of Veach of ysaid bilgechannels, with an angle frame piece bent to iit into'each of-saidbilge channels,and bulkhead forming Lpartitions secured tothe other leg of said angle i frames. y .c c c L 12. In a barge of the class described,ithe elements ofvclaim l1,r combined with stiften- .ing angle braces secured to the said bulkhead partitions.
13. Ina barge of the yclass described, a`
flanged channel beamed hull, a framing so l ircV
therefor, said framing being notched, ri'v-l eted to thewebs, and welded to the flanges vof the hull forming channels, bulkhead forming two part partitions riveted to said fra-ming, bent channels forming bilge members between the sides and bottom of the hull, witha framing piece bent to t into each bilge channel member and outer bilge reinforcing plates riveted to the channel beams on opposite sides of each of said bent channels.
14. Iny a barge construction, a channel Y beamed hull consisting of side and bottom fabrica-ted structure; bent channel beams forming bilge members placed between the said side and bottom structure, angle plate frames having short and longer legs arranged at intervals across and within they hull with' the short legs attached thereto, an angle frame piece bent to fit within said bilge members and secured thereto, bulkhead partitions secured to the longer` of the legs of said angle plate frames and to the bent angle frame pieces within the bilge members, said partitions consisting of overlapping upper and lower plates; and brace bars extending vertically over the joint between these plates and secured thereto, the
rbrace bars extending from top to bottom of said partitions, and outer bilge reinforcing plates, riveted to the channel beams 0n each side of each of said bilge members.
15. In a barge of the class described a flanged channel beamed hull, a framing therefor, bulkheads riveted to said framing, bent channel beams forming bilge members between the sides and bottom of the hull, with apiece from each frame bent to fit into each bilge channel member, and
' outer bilgereinforcing plate riveted to the channel beams at opposite sides of each of said bent channel beams.
16. In a barge construction, a flanged channel beamed hull, angle frames secured to the hull, bent channels forming bilge members located between the sides and bottom of the hull, with frame pieces bent to ft into each vbilge channel member and being secured thereto, outer bilge reinforcing plates riveted to the channel beams at 0pposite sides of each of saidchannel beams; and bulkheads riveted to said frame and to the bent frame pieces for bracing the corners of said bulkheads, and stitfening bars extending vertically over said lbulkheads and secured thereto.
Signed at New York in the county of New York and State of New York this 28th day of October, A. D. 1927.
WILLIAM G. ESMOND.
US229669A 1927-10-29 1927-10-29 Bulkhead for steel barges Expired - Lifetime US1810310A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2520024A (en) * 1948-05-06 1950-08-22 Wilford G Bartenfeld Channel tank top construction for ships
US2732818A (en) * 1956-01-31 quirin

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2732818A (en) * 1956-01-31 quirin
US2520024A (en) * 1948-05-06 1950-08-22 Wilford G Bartenfeld Channel tank top construction for ships

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