US2092504A - Ship construction - Google Patents

Ship construction Download PDF

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Publication number
US2092504A
US2092504A US107584A US10758436A US2092504A US 2092504 A US2092504 A US 2092504A US 107584 A US107584 A US 107584A US 10758436 A US10758436 A US 10758436A US 2092504 A US2092504 A US 2092504A
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US
United States
Prior art keywords
bulkhead
supported
plate
fluted
webs
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
Application number
US107584A
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English (en)
Inventor
Hugo P Frear
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BETHLEHEM SHIPBUILDING CORP LT
BETHLEHEM SHIPBUILDING Corp Ltd
Original Assignee
BETHLEHEM SHIPBUILDING CORP LT
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 BETHLEHEM SHIPBUILDING CORP LT filed Critical BETHLEHEM SHIPBUILDING CORP LT
Priority to US107584A priority Critical patent/US2092504A/en
Application granted granted Critical
Publication of US2092504A publication Critical patent/US2092504A/en
Priority to GB32692/38A priority patent/GB505245A/en
Priority to GB14246/39A priority patent/GB507056A/en
Priority to DEB185448D priority patent/DE717759C/de
Priority to DE1937B0183538 priority patent/DE702316C/de
Priority to DE1937B0180458 priority patent/DE700899C/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B63B3/56—Bulkheads; Bulkhead reinforcements
    • B63B3/60—Bulkheads; Bulkhead reinforcements with curved or corrugated plating
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B11/00—Interior subdivision of hulls
    • B63B11/04—Constructional features of bunkers, e.g. structural fuel tanks, or ballast tanks, e.g. with elastic walls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
    • B63B25/02—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods
    • B63B25/08—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid
    • B63B25/12—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for bulk goods fluid closed

Definitions

  • vessels of the type referred to it is common to have bottom, side, and deck plating, which together with abutting, or intersecting, trans vessels may be more expeditiously and economically manufactured.
  • Such substitution consists in employing a fluted form of subsidiary stiffener comprised 55 form of stiifener shall be equal to in mechanical effectiveness and shall be interchangeable therewith the heretofore usually provided commercial rolled steel stifiene'r when similarly used.
  • Fig. 1 represents diagrammatically a front elevation of a wing transverse bulkhead and of a middle transverse bulkhead embodying my invention
  • Fig. 2 is a cross section taken along the line 22 of Fig. 1;
  • Fig. 3 is a cross section taken along the line 40 3-3 of Fig. 1;
  • Fig. 4 is similar to-but a variation of Fig. 2, showing how commercial rolled steel shapes may be substituted for my fluted stiifeners;
  • Fig. 5 represents diagrammatically a front elevation of a longitudinal bulkhead embodying my invention;
  • Fig. 6 is a cross section taken along the line 6-6 of Fig.5;
  • Fig. 'l is a modification of the middle transverse v bulkhead shown in Fig. 1, showing a variation in the form of my fluted stifieners;
  • Fig. 8 is a. cross section taken along the line 8-8of Fig.7;'
  • FIG. 9 is a cross section taken along the line 9-9 of Fig. 7;
  • Fig. 10 is another modification of the middle transverse bulkhead shown in Fig. 1;
  • Fig. 11 is a cross section taken along the line H-H of Fig. 10;
  • Fig. 12 is a cross section taken along the line i2-l2 of Fig. 10;
  • Fig. 13 represents diagrammatically a modiflcation of a front elevation of a wing bulkhead similar to that shown in Fig. 1 and of a middle transverse bulkhead similar to that shown in Fig. 7, showing how commercial rolled steel shapes may be substituted for my fluted stiffeners;
  • Fig. 14 is a cross section taken along the line l4--l4 of Fig. 13;
  • Fig. 15 is a cross section taken along the line l5-l5 of Fig. 13;
  • Fig. 16 represents diagrammatically still another modification of a front elevation of a wing transverse bulkhead and of a middle transverse bulkhead similar to that shown in Fig. 13 but showing a variation in the form of my fluted stiffeners;
  • Fig. i? is a cross section taken along the line I'd-ll of Fig. 16;
  • Fig. 18 is a cross section taken along the line i8--i3 of Fig. 16.
  • Figs. 1, 2, and 3 which illustrate the embodiment of my invention as applied to the transverse bulkheads of a liquid cargo carrying vessel, the vessel is shown diagrammatically to comprise the deck 30, the sides 3
  • a wing transverse bulkhead 34 comprises the bulkhead plate 36 suitably attached at its periphery to the vessel's deck 30, side 3
  • the horizontal webs 38 and the stiffener 39 are suitably attached to the bulkhead plate 36 and are suitably attached to and supported by the vessels side 3
  • are suitably attached to the bulkhead plate 36 opposite to the webs 38 and their function is to add support and continuity to the longitudinal bulkhead 33.
  • the brackets 42 are functionally integral with the webs 38 and are suitably attached to and supported by the side 3
  • the bulkhead plate 36 is provided with vertical flutes 43.
  • These flutes 43 may be rolled, pressed, or otherwise integrally formed in the bulkhead plate 38. These flutes 43 function as stiifeners supported by the webs 38, into which they are fitted, and they support and give rigidity to the bulkhead plate 36, (I;
  • the middle transverse bulkhead 35 comprises the bulkhead plate 44 suitably attached to the vessels deck 36, longitudinal bulkheads 33, and
  • the vertical webs 46 are suitably attached to the bulkhead plate i l and are suitably attached to and supported by the vessels deck 33 and bottom 32.
  • the subsidiary stiffener 41 is suitably attached to the bulkhead plate 44 and is supported by and suitably attached to the webs 46.
  • the subsidiary stiffener 48 is suitably attached to the bulkhead plate 4 3 and is supported by and suitably attached to the longitudinal bulkheads 33 and the webs 46.
  • the bulkhead plate 44 is provided with the horizontal flutes 49 and the vertical flutes 50. These flutes are similar to the flutes 43 and similarly they may be rolled, pressed, or otherwise integrally formed in the bulkhead plate 40.
  • the flutes 49 function as stiffeners supported by the webs 46, into which they are fitted, and they support and give rigidity to a main central portion of the bulkhead plate 44.
  • the flutes 50 also function as stifleners supported by the brackets 5i, and they support and give rigidity to the wall areas adjacent the longitudinal bulkheads. It will be noted that the ends of all the stiifeners 49 and 50 extend beyond their nearest adjacent points of support and that they are substantially short of that adjacent one of the boundary walls to which it is longitudinally opposed.
  • are suitably attached to the bulkhead plate 44 and are suitably attached to and supported by 46, or otherwise, as one skilled in the. art may decide.
  • Fig. 4 I use to show the interchangeability and rolled steel sections.
  • the middle transverse bulkhead 52 is identical with the bulkhead 35 of Fig. 1 with the exception of the vertical flutes, or fluted stifleners 58.
  • I show a pair of channel stifleners 53 which maybe so proportioned as to be the equivalent in physical properties and structural effectiveness as the flute 56 of the bulkhead plate 44. It will now be apparent that I could in the same manner substitute similar conventional typestifieners for any or all of the flutes 43, 49, or 53.
  • FIG. 5 and 6 I show the embodiment of my invention as applied to the longitudinal bulkheads of the same vessel as indicated in Figs. 1, 2, and 3.
  • I have as in Fig. 1 the deck 36, the bottom 32, the wing transverse bulkheads 34, and the middle transverse bulkheads 35 which frame and define a longitudinal bulkhead panel 54 and which are suitably attached thereto by any conventional means such as the boundary angles 31 and 55.
  • the longitudinal bulkhead panel 54 comprises the bulkhead plate 56.
  • vertical webs 51 are suitably attached to the bulkhead plate 56 and are suitably attached to and supported by the vessels deck 33 and bottom 32.
  • the subsidiary stifieners 58 and 59 are suitably attached to the bulkhead plate 56 and are only to be regarded as stifieners for which flutes are preferably not substituted.
  • the bulkhead plate 56 is provided with the horizontal flutes 60 substantially similar in structure to the flutes 43, 43, and 58.
  • the flutes 68 function as stiifeners supported by the webs 51, into which they are tltted,and they support and give rigidity to the main central portion of the bulkhead plate 56.
  • FIG. 7 shows a embodiment of my 'invention as applied to a middle transverse bulkhead.- It differs from that shown in Fig. 1 in having all the flutes used as stlfieners disposed in a vertical and parallel relationship, and in having the bulkhead plate built up of a plurality of parts as I will now describe.
  • comprises the suitably attached to the bulkhead plate 62 and are suitably attached toand supported by the webs 64.
  • the beams 65 have their ends extending, or jutting, beyond their nearest adjacent supporting web 64 but are stopped substantially short of the longitudinal bulkheads 33.
  • the bulkhead plate 62 instead of having its fluted stiffener-s pressed integrally into a single plate, as in Fig. 1, comprises the marginal plates 66 and 61, the fluted plate 68 and the flute end cover plates 69.
  • the fluted plate 68 has a series of flutes 18 rolled or pressed transverse thereof so that its general cross section is constant for the full width thereof and may be said to comprise the a 1 elements .11 connected to the elements 12 by the sloping side elements 13.
  • overlap the inner edges 0! the marginal plates 66 .and 61 respectively and are suitably attached to one another as by welding.
  • the ends of the flutes 10 are closed by the cover plates 68 suitably attached thereto and to the marginal plates'66 and 61 as by welding.
  • the Joints so required whether byriveting, or as preferred, by welding shall be watertight.
  • may be said to be in a plane coincident with that of the marginal plates 66 and 61, so that the structure of the bulkhead plate 62 as a whole is broadly the;
  • the subsidiary stiflener 16 is suitably attached to the front face of the marginal plate 61 and is supported by and suitably at-'- tached to the longitudinal bulkheads 33 and the webs 64. f
  • Figs. 10, 11, and 12 I show an embodiment of my invention as applied to a modiflcation of a middle transverse bulkhead similar to that shown in Figs. 7, 8, and 9.
  • the middle transverse bulkhead11 comprises the bulkhead plate 18 suitably attached to the vessels deck 19, longitudinal bulkheads'8ll, and bottom 8
  • the vertical webs 83 are suitably attached to the bulkhead plate 18 and are suitably attached to and supported by the vessels deck 19 and bottom 8
  • the beams 64 are suitably attached to the bulkhead plate and differ from the beams 65v of Fig.
  • the bulkhead plate 18 comprises the marginal plates 65 and 86, the fluted plate 81, and the flute end cover plates 88 and 89.
  • the cover plates 88 and 89 each cover a plurality of flute ends.
  • the fluted plate 81 is identical in structure to that shown in Figs. '7, 8, and 9.
  • the flutes function as supported stifleners and have their ends extending beyond their adjacent supporting beam.
  • the marginal plates and 86 are deeper in proportion to those previously shown for reasons stated in connection with Fig. 1.
  • the subsidiary stiflfeners 98 and 91 are provided to give them required strength and rigidity and are of the same relative importance as stated for stiffeners 48 in connection with Fig. 1.
  • FIGs. 13, 14, and 15 show another modifica- ,tion embodying certain features of my invention and further illustrating the interchangeability of design as between my fluted type of jutted end stiflener and the use of commercial rolled steel shapes as jutted end stifieners.
  • Figs. 13, 14, and 15 show another modifica- ,tion embodying certain features of my invention and further illustrating the interchangeability of design as between my fluted type of jutted end stiflener and the use of commercial rolled steel shapes as jutted end stifieners.
  • the webs 93 are identical with the webs 38 of Fig. 1 except for the necessary change for the fitting-in of the stifle-hers.
  • the beams 94 differ from the beams 65 of Fig. '7 in that they extend continuous between the bulkhead walls 33 in a similar manner to the beams 84 of Fig. 10.
  • the bulkhead plates 95 and 96, here shown are flat, and differ therein, of course, from the integral fluted bulkhead plate 36 of Fig. l and from the built up fluted bulkhead plate 62 of Fig. 7.
  • the feature in these Figs. 13, 14, and 15 that embodies my invention is of having the ends of the stiffeners 92 extending, or jutting, beyond their adjacent points of support but substantially short of the adjacent wall supporting the bulkhead.
  • the wing transverse bulkhead 9! comprises the bulkhead plate 99 suitably attached at its periphery to the vessels deck 30, side 3i, bottom 32, and longitudinal bulkhead 33 by any conventional means such as the boundary angles LII 31.
  • the horizontal webs I and the stifiener I 0I are attached to the bulkhead plate 99 and are suitably attached to and supported by the vessels side 3
  • the bulkhead plate 99 comprises the top marginal plate I 02, the side marginal plates I03 and I 04, the bottom marginal plate I05, the fluted stiffeners I06, and the flute end cover plates I0'l.
  • the fluted stiffeners I06 are fitted in and supported by the webs I00 with their ends jutted beyond their nearest web I00.
  • a fluted stiffener I06 may be a rolled or pressed section, or otherwise integrally formed, and is comprised of the wall I08, the side walls I09 and H0, and the flanges III and H2. It is my intention that the fluted stiffeners I06 may be joined together, as by welding, one to another and to the side marginal plates I03 and I04. When thus assembled the marginal plates I03 and I04 together with the fluted stiifeners I06 form'a fluted plate II3 similar in useto the fluted plate 66 described in connection with Fig. 7.
  • the fluted plate II3 when so assembled that the fluted plate II3'have a face at the upper and lower edges thereof in a common plane for convenience in attaching, as by lap welded joints, to the inner edges of the marginal plates I02 and I05.
  • the flute end cover plates I01 are preferably welded to the ends of the fluted stifieners I 06 and to the marginal plates I02 and I05.
  • the middle transverse bulkhead H5 is similar in construction to that just described for the wing transverse bulkhead 91 and willbe readily comprehended by what has been described herein before without further detail description.
  • the middle transverse bulkhead II5 comprises the bulkhead plate H6 suitably attached to the vessels deck 30, longitudinal bulkheads 33, and bottom 32 as by angles III.
  • the vertical webs H8 are suitably attached to the bulkhead plate H6 and are suitably attached to and supported by the vessels deck and bottom 32.
  • the beams II9 are suitably attached to the bulkhead plate H6 and are suitably attached to and supported 1 (webs H8) but substantially short of the bulkheads 33.
  • the stiffener I20 is similar to 48 in Fig.
  • the bulkhead plate II6 comprises the top marginal plate I2I, the side marginal plate I22, the bottom marginal plate I23, the fluted stiifeners I24, and the flute end cover plates I25.
  • the fluted stiffeners I 24 are identical to the fluted stiifeners I06 and need not be further described. It will be noted that here no marginal plate is required on the left side and therefore no filler piece is, required. Also if desired a special section might be used on the righthand side in which the side marginal plate I22 would be integral therewith.
  • the two end ones of the fluted stiif- 1 eners I24 are supported by the brackets I26 and have their ends jutted beyond their nearest supporting bracket.
  • the brackets I26 are attached to and supported by the bulkheads 33.
  • FIGs. 10 and 12 show a modification to my multiple fluted plate of preferred use when it is desirable to attach multiple fluted sections one to another.
  • the multiple fluted plate I28 comprises the walls I29, the walls I30, the connecting walls I3I, the left flange I32, and the right flange I33. It will be noted that the rear face of the right flange I33 is in facial alignment with the front face of the left flange I32.
  • a rectangular load sustaining. wall comprising a'plate'having functionally integral therewith a relatively long and narrow closed end fluted recessed portion transverse to and supported at points on said .webs, the ends of said fluted recessed portion extending beyond its rebut substantially short of the two remaining of spective points of support on its adjacent web said boundary wallsrespectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, andspaced webs-supported v at their ends by two oppositely disposed of said boundary walls, said load sustaining wall comprising a plate having functionally integral therewith a plurality of relatively long and narrow I parallel closed end fluted recessed portions transverse to and supported at points on said webs,
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, and spaced webs supported at their ends by two oppositely disposed of said boundary -wa'lls, said load sustaining wall comprising a plurality of plates each having functionally integral therewith a relatively long and narrow closed end fluted recessed portion transverse to and supported at points on said webs, the ends of said fluted recessed portions extending beyond their respective points of support on their adjacent web but substantially short of the two remaining of said boundary walls respectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to saidload sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, a plurality of beams supported by said webs transversely thereto having their ends substantially short of the two remaining of said boundary walls respectively, and a plurality of stiflEeners attached to said load sustaining wall supported at points on said beams transversely thereto, the ends of said stifien'ers extending beyond their respective points of. support on their adjacent beam but substantially short of the first. mentioned two of said boundary walls respective- 6.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, and a plurality of beams supported by said webs transversely thereto having their ends substantially short of the two remaining of said boundary walls respectively
  • the said load sustaining wall comprising a plate having functionally integral therewith a plurality of relatively long and narrow parallel closed end fluted recessed portions transverse to and supported at points on said beams, the ends of said fluted recessed portions extending beyond their respective points of support on their adjacent beam but substantially short of the first mentioned two of said boundary walls respectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, and a plurality 'of beams supported by said webs transversely thereto having their ends substantially short of the two remaining of said boundary walls respectively, the said load sustaining wall comprising a plurality of plates each having functionally integral there-. with a relatively long and narrow closed end fluted recessed portion transverse to and supported at points on said beams, the ends of said fluted recessed portions extending beyond their respective points of support on their adjacent beam but substantially short of the, first mentioned two of said boundary walls respectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, a plurality of stiifeners attached to said load sustaining wall and supported at points on said webs transversely thereto, spaced supporting means attached to each of the two remaining of said boundary walls, and stifieners attached to said load sustaining wall and supported at points on said supporting means parallel to said webs, the ends of each of all said stifieners extending beyond their respective adjacent points of support but substantially short of the boundary wall to which they are individually longitudinally opposed.
  • a rectangular load sustaining wall comprising a plate having functionally integral therewith a plurality of relatively long and narrow closed end fluted recessed portions, certain of said recessed portions being transverse to and supported at points on said webs and certain their ends by two oppositely disposed of said boundary walls, a plurality of beams supported by said webs transversely thereto having their ends substantially short of the two remaining of said boundary walls respectively, a plurality of stiffeners attached to said load sustaining wall supported at points on said beams transversely thereto and parallel to said webs, spaced supporting means attached to each of the second mentioned two of said boundary walls, and stiffeners attached to said load sustaining wall and supported at points on said supporting means parallel to said webs, the ends of each of all said stiffeners extending beyond their respective adjacent
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, a plurality of beams supported by said webs transversely thereto having their ends substantially short of the two remaining of said boundary walls respectively, and spaced supporting means attached to each of the second mentioned two of said boundary walls, the said load sustaining wall comprising a plate having functionally integral therewith a plurality of relatively long and narrow closed end fluted recessed portions, certain of said recessed portions being transverse to and supported at points on said beams and certain other of said recessed ary wall to which they are individually longitudinally opposed.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to'said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of 1 said boundary walls, a plurality of beams supported at their ends by the two remaining oppositely disposed of said boundary walls and intermediate thereof by the said webs transversely thereto, and a plurality of stiffeners attached to said load sustaining wall supported at points on said beams transversely thereto, the ends of said stiffeners extending beyond their respective points of support on their adjacent beam but substantially short of the first mentioned two of said boundary walls respectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, and a plurality of beams supported at their ends by the two remaining oppositely disposed of said boundary walls and intermediateihereof by the said webs transversely thereto, the said load sustaining wall comprising a plate having functionally integral therewith a plurality of relatively long and narrow parallel closed end fluted recessed portions transverse to and supported at points on said beams, the ends of said fluted recessed portions extending beyond their respective points of support on their adjacent beam but substantially short of the first mentioned two of said boundary walls respectively.
  • a rectangular load sustaining wall In a ship structure, a rectangular load sustaining wall, four boundary walls normal to said load sustaining wall, spaced webs supported at their ends by two oppositely disposed of said boundary walls, and a plurality of beams supported at their ends by the two remaining oppositely disposed of said boundary walls and intermediate thereof by the said webs transversely thereto, the said load sustaining wall comprising 15.
  • a load sustaining wall In a ship structure, a load sustaining wall,
  • boundary walls normal to said load sustaining wall, a plurality of stifieners attached to said load sustaining wall, and means attached to said boundary walls comprising spaced points of support for said stifleners, the said stiffeners extending beyond their respective points of support on said means but substantially short of the boundary wall to which they are individually longitudinally opposed.
  • a load sustaining wall In a ship structure, a load sustaining wall, boundary walls normal to said load sustaining wall, the said load sustaining wall comprising plating having functionally integral therewith a plurality of relatively long and narrow closed end fluted recessed portions, and means attached to said boundary walls comprising spaced points of support for said fluted recessed portions, the said fluted recessed portions extending beyond their respective points of support on said means but substantially short of the boundary wall to which they are individually longitudinally opposed.
  • the said fluted recessed portions HUGO P. FREAR.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Ship Loading And Unloading (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
US107584A 1936-10-26 1936-10-26 Ship construction Expired - Lifetime US2092504A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
US107584A US2092504A (en) 1936-10-26 1936-10-26 Ship construction
GB32692/38A GB505245A (en) 1936-10-26 1937-10-05 Improvements in or relating to ship structures
GB14246/39A GB507056A (en) 1936-10-26 1937-10-05 Improvements in or relating to ship structures
DEB185448D DE717759C (de) 1936-10-26 1937-10-26 Versteifungsweise fuer Schiffswandungen
DE1937B0183538 DE702316C (de) 1936-10-26 1937-10-26 Versteifungsweise fuer Schiffswandungen, insbesondere Tankschiffe
DE1937B0180458 DE700899C (de) 1936-10-26 1937-10-26 Versteifungsweise fuer Schiffswandungen, insbesondere Tankschiffe

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Application Number Priority Date Filing Date Title
US107584A US2092504A (en) 1936-10-26 1936-10-26 Ship construction

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Publication Number Publication Date
US2092504A true US2092504A (en) 1937-09-07

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Application Number Title Priority Date Filing Date
US107584A Expired - Lifetime US2092504A (en) 1936-10-26 1936-10-26 Ship construction

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US (1) US2092504A (de)
DE (3) DE717759C (de)
GB (2) GB507056A (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3982653A (en) * 1974-05-14 1976-09-28 Linde Aktiengesellschaft Partition wall for tanker carrying cryogenic-temperature liquid
CN108639239A (zh) * 2018-06-29 2018-10-12 广船国际有限公司 一种水平槽型舱壁

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2862607B1 (fr) * 2003-11-24 2007-03-23 Airbus France Cloison pour aeronef destinee a separer une partie cargo d'un cockpit ou d'un compartiment passager

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3982653A (en) * 1974-05-14 1976-09-28 Linde Aktiengesellschaft Partition wall for tanker carrying cryogenic-temperature liquid
CN108639239A (zh) * 2018-06-29 2018-10-12 广船国际有限公司 一种水平槽型舱壁

Also Published As

Publication number Publication date
DE717759C (de) 1942-02-21
DE700899C (de) 1941-01-03
DE702316C (de) 1941-02-05
GB505245A (en) 1939-05-05
GB507056A (en) 1939-06-05

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