US689821A - Hull construction. - Google Patents

Hull construction. Download PDF

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US689821A
US689821A US2617500A US1900026175A US689821A US 689821 A US689821 A US 689821A US 2617500 A US2617500 A US 2617500A US 1900026175 A US1900026175 A US 1900026175A US 689821 A US689821 A US 689821A
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plates
keelson
keel
attached
deck
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US2617500A
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Charles H Howland-Sherman
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GEORGE H HOWARD
SAMUEL G B COOK
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SAMUEL G B COOK
GEORGE H HOWARD
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63G—OFFENSIVE OR DEFENSIVE ARRANGEMENTS ON VESSELS; MINE-LAYING; MINE-SWEEPING; SUBMARINES; AIRCRAFT CARRIERS
    • B63G9/00—Other offensive or defensive arrangements on vessels against submarines, torpedoes, or mines
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41—WEAPONS
    • F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H5/00—Armour; Armour plates

Definitions

  • My invention relates to improvements in hull construction, it being especially applicable to steel ships of the standard liner, cruiser, and battle-ship types.
  • the objects of my invention are the following: First, to provide a hull which is absolutely unsinkable from ramming or collisions of any kind; second, to so construct a hull that it shall be when armor-plated in the usual manner substantially impenetrable to all shot of any character now known delivered in supramarine attack; third, to provide a hull construction which shall afford the minimum possible liability to injury from submarine attack; fourth, to secure a hull of maximum displacement and steadiness of flotation at the minimum draft attainable; fifth, to so construct a hull that its entrance and wakeway action shall be very similar andthat its general amidships-section shall in relation to entrance and wakeway, respectively, present the least possible resistance to its propulsion through the water; sixth, to provide a hull for battle-ship purposes which is capable of having its displacement so arranged as to avoid-large superstructurcs, with the heeling and unsteadiness they necessitate in heavy weather, while conveniently carrying heavy Serial N0. 26,175. (No model.)
  • Figure 1 is a side elevation of a cruiser built upon this system.
  • Fig. 2 is a top plan view of the same cruiser.
  • Fig. 3 is a diagram showing the theory of the transverse section of the hull.
  • Fig. 4 is a diagram showing the theory of the stern construction.
  • Fig. 5 is a diagram showingthe theory of the prow con-- struction.
  • Fig. 6 is transverse section through the hull on the line 6 6 of Fig. 2.
  • Fig. 7 isa 7 central longitudinal section taken amidships through a part of the hull, 011 the line 7 7 of Fig. 6, forward of the engines.
  • Fig. 1 is a side elevation of a cruiser built upon this system.
  • Fig. 2 is a top plan view of the same cruiser.
  • Fig. 3 is a diagram showing the theory of the transverse section of the hull.
  • Fig. 4 is a diagram showing the theory of the stern construction.
  • Fig. 5 is
  • Fig. 8 is a longitudinalsection of a part of the deckconstruction.
  • Fig. 9 is a rear elevation of the capital of one of the central supporting-columns, showing its embraced deck-stringer in transverse section.
  • Fig. 9 is a transverse section of the supporting-column, taken on theline 9 9 of Fig. 9.
  • Fig.10 isavertical section taken on the line 10 10 of Fig. 9, showing the same capital, with its inclosed deck-stringer sectioned longitudinally through the flanges of one of its side channels.
  • Fig. 11 is a rear elevation of the capital of one of the angular side columns, 0 showing its inclosed angular deck-stringerin transverse section.
  • Fig. 9 is a rear elevation of the capital of one of the angular side columns, 0 showing its inclosed angular deck-stringerin transverse section.
  • Fig. 9 is a rear elevation of the capital of one of the central supporting-columns, showing its
  • Fig. 12 is a vertical section through the same capital, taken on the line 12 12 of Fig. 11, showingits inclosed angular deck-stringer sectioned longitudinally 5 through the flanges of one of its side channels.
  • Fig. 13 is a rear elevation of the base of one of the supporting-columns, showing the special'method of angling the same for attachment to the floor of the hold.
  • Fig. 14 is a vertical section through the same capital, taken on the line 12 12 of Fig. 11, showingits inclosed angular deck-stringer sectioned longitudinally 5 through the flanges of one of its side channels.
  • Fig. 13 is a rear elevation of the base of one of the supporting-columns, showing the special'method of angling the same for attachment to the floor of the hold.
  • Fig. 14 is a vertical section through the same capital, taken on the line 12 12 of Fig. 11, showingits inclosed angular deck-stringer sectioned longitudinally 5 through the flange
  • Fig. 16 is an interior elevation of a part of the side of the vessel, showing the manner in which the floor-ribs and deck-beams join directly by means of a series of bulkheadgussets along load water-line without the intervention of any of the usual side ribs or timbers-
  • Fig. 17 is a transverse section through the sister keelson, taken intermediately between two of the lateral bulkheadplates.
  • Fig. 18 is a transverse section through one of the floor-ribs, taken intermediately between two of the longitudinal bulkheadplates.
  • Fig. 19 is an intercostal section through the side of the hull looking aft, taken on the line 19 19 of Fig. 16.
  • Fig. is an in- .tercostal section through the side of the hull, taken on theline 2O 20 of Fig. 16 looking aft.
  • Fig. 21 is a transverse section through the keel structure looking aft and taken intermediately between two lateral bulkheadplates, showing the special method of assembling the plates of the rectangular keel-bulkheads to each other and to the keelson, keel,
  • Fig. 22 is a longitudinal section through one complete tier of the superposed rectangular keel-bulkheads, taken on the line 22 22 of Fig. 21 looking starboard and showingthe hold-floor, keelson, keel, and side-bulkhead plates in section.
  • Fig. 23 is a transverse section taken amidships through a hull constructed in accordance with a modified form of my invention, in which the deck is hollowedout for the purpose of deflecting armor-piercing shells.
  • Fig. 1 may represent generally the hull, which will be seen by reference to Fig. 1 to bear a strong resemblance to ordinary bulls in general exterior appearance, excepting that the superstructure rises relati vely less above load water-line.
  • Fig. 2 also shows that the hull is made upon the usual scientific lines of entrance and wakeway adopted in current naval architecture,beingsusceptible of all their customary variations at pleasure.
  • the cruiser illustrated in Fig.1 is typicalofthe application of this hull to war-ship constructions, andthe same method of construction is'designed to be followed throughout in building merchantliners,with the exception of the omission of the prow and stern rams and the erection upon the top of the central flat deck (clearly shown in Fig.2)ofasuperstructure eontainingthe usual deck-houses, saloons, &c., whose weight will exert proportionately no more efiort toward unsteadying the hull than does the lower-lyingheavy armament carried by the cruiser shown.
  • Fig. 3 is a radial theoretic diagram of one-half ofa typical immersed amidshipssection made upon this principle afterone of the approved forms of my invention.
  • the radialbeam 6 6 0f the vessel, its draft 7 7, and height 8 8 of superstructure above load water-line 24 24 being given, the design procedure is as follows: A suitable radius 9 9 is swung from a point on the central vertical plane 10 10 of the vessel, preferably above its center of buoyancy, from the keel outwardly to a point 11 at a distance 12 12 from said vertical plane, the variation of whose length determines the sharpness of recedence of the hullbottom. Parallelizing said'vertical plane 10 10 the line 11 is produced and a portion thereof taken as the base'of a parabola defining the principal bottom-section. This parabola has an abscissa 13 13 and ordinates 14 14,
  • the permissible radial width 25 25 of the deck is then de- I termined in. accordance with the probable perils to which the hull structure will be subjected, it being, for example, broader for passenger and narrower for, warship service.
  • distance 28 28 is then selected, which shall define the point of tangencyofthecurved' latter parabola is then laid by taking an equal distance along said line 28 29 below load water-line, and a parabola is constructed there-
  • the base 30 31 of this on having an abscissa 32 33 and ordinates 34 35, 36 37, 38 39, 4041, 42 43,44 45, 46 47, 48 49, of such character that the upper leg of the parabola shall precisely tangent with the seadeck 4 at the intersection of the line 28 29 with the plane of said deck and that the lower leg of the same shall tangent with the parabola 13 11, defining the under side of the hull at the outer end of the latters lower central or fifth ordinate.
  • the line 6 33, parallelizing the central plane 10 10, should as nearly as practicable cut the focus of the large parabola on its abscissa easiest line of surface to follow and most diffi cult to penetrate in nature. Shots reaching the hull in broadsidev above load water-line either land upon the upper departing leg 30 33 of the small parabola with similar effect to that above described for the large parabola or will generate with the sharply-receding seadeck 4, which discharges them into the air at its intersection with the horizontal flat deck 5.
  • the special advantage of the hull is that the unusualnarrowness of the deck 5 enablesit to carry more than the customary thickness of armor throughout its length without increase of aggregate Weight; but it is not claimed that the trajectory of distant shots cannot be trained to fall upon this as upon other decks of the kind.
  • the special advantage of the hull is in close broadside engagement, where no practical opportunity for penetrating it exists at any point.
  • a ram 50 similar in type and function to rams now in use on the prows of warships.
  • the outer side of this ram is formed by the erection of a short straight-faced body 51 51, built upon a similarly-inclined stern-post, both having preferably an an gularity of about seventy degrees toload water-line 24 24, and the erection of a line 52 52 perpendicular thereto at its base, from a point upon which, and therefore tangent to the lower end of said flat, a suitable radius 52 53 is dropped to define the nose of the ram.
  • a line 54 54 is then erected at a slight declination from the vertical--preferably about eighty two and one-half degrees-toload water-line 24 24,and
  • the above process of defining the sternram 50 enables its point to be located at any desired height 58 59 above the keel by simple variation of the radii outlining its contours without in any manner changing the philosophic character of the ram or its efficiency of operation.
  • the remainder of the cut-water is finished by the usual freeboard 67, ending with the sweep 68 at load water-line 24 24, to which it sustains the customary angle of about sixty degrees.
  • the foregoing process of describing the prow-ram is adapted to the attached hull structure and conveniently enables the point of the ram proper, 69, to be located at any required height 70 71 above the keel.
  • keel 72 keelson 171, keel-bulkheads 161 and 162, straight supporting-columns 82, deck-5 stringer 86, gussets 114 115, deck-beams-74,
  • the construction of the deck is shown in detailby Fig. 8.
  • Thedeck-beamsare formed ofduplex bulb-angles 73 218, attachedto the deck-sheathing 7 8, andbacking-plates 79 and turnedwith their bulbs facing; awayfrom .eachother toward thetwo exteriorsides of the beam. 5
  • Fig. 9 showsa detail structure of. the capiztal1of one of. the straight supporting-columns 82,.w1hich consists, essentially, of the butt- .angle' 83, attached by rivets 84 to the webs of the column-channels and supporting the deck stringer 86-directly upon their upper flanges,
  • Fig. 9 and clearlydetailed in Fig. 10, taken on the line 10 10 of Fig. 9, are socured by through-rivets 92 to the top Webplate 93 of the deck-stringer 86.
  • Fig. 7 it will beqseen that thedeck stringer 86 is strongly attached throughout bymeans of the deck-angles 175.
  • the deck-stringer as shown in both Figs. 9 and 10, is substantially a rectangular box-girder,
  • Figs. 16, 19,.and 20 The construction of the edge of the vessel at load water-line,whose strength forms a highly essential feature of myinvention, is shown by Figs. 16, 19,.and 20.
  • the bulb-angles 73 218 of the duplex deck-beams 74 as seen particuits length to each of the bulb-angles 73 218 of the deck-beams 74, supported byit in series horizontally secured by rivets 94 to thebotlarly in Fig. 16, are united by rivets 112 to extensions 216 217 on the duplex gussets 114 115, which have also lower extensions 116 117,
  • gussets 114 115 are attached by rivets 118 to the longitudisets 114 115, and bottom flanges 126, attached and 18, by the rivets 152.
  • rivets 127 passing through both the calking-strip 212 and the backing-plate 119, as clearly indicated in Figs. 19 and 20.
  • rivets 118 attach the gussets 114 115 to the beam-backing plate 119, which in turn is similarly attached by intermediate rows of much larger rivets 128 to the water-line armor-plate 129, as fully detailed by Fig. 20.
  • the uppermost rows of said rivets 128 likewise pass entirely through the sea-deck armor 130, through an angularly-reduced extension 131 of the backingplate '119, and finally through the decksheathing 78, attached to the bulb-angles 73 218 of the deck-beams 74, as particularly exhibited by Fig. 20.
  • the transverse section of the sister keelson 133 (shown by Fig. 17) will be found upon comparison with the similar transverse sections of the side keelson 132 and stringer-keelson 134, (see also Fig. 6,) to be identical with the latter and substantially identical with the former in construction,with the exception of its angular top. It is therefore deemed sufficient that said sister keelson 133 should be analyzed as characteristic of the keelson group of structures. All of the keelsons named consist of central web-plates, as typifled by 135, which are longitudinally continuousvthroughout the length of the hull, interrupting the floor-rib plates 107 of the floorribs 215, Fig. 18, to which they are united by the mechanism of Fig.17.
  • the sister keelson 133 for example, consists of the central webplate 135, forming the keelson proper, which is attached by rivets 154 to the rib-angles 136, which angles are in turn screwed to'the floorrib plates 107 of the floor-ribs 215, Figs.
  • the rib-angles 136 are bent around the vertical flanges and abut upon the horizontal flanges of the top and bottom keelson-angles 138 139, which run continuously for the length of the kee-lson itself, said rib-angles being attached to said keelsonangles by the tie-rivets 140 140, which are lengthened at the position of the rib-angles 136 to include the same in this union, as shown in Fig. 17, but are at all intermediate positions of simply sufficient length to attach the keelsonangles 138 139 to the central web-plate 135.
  • Smaller rivets 141 attach the top keelson-angles 138 to the hold-floor 105, and larger rivets 142 unite all three thicknesses of the bottom sheathing l43,the calking-plate 144,,and keelson-angles 139 together in a solid water-tight joint-,which is preferably coated between all its plates with red leadin the usual manner prior to having the calking-plate 144 calked down upon the bottom sheathing 143.
  • FIG. 18 A complete view of the transverse section of the floor-ribs and the details of their top, bottom, and bulkhead connections is given by Fig. 18. They consist, essentially, of the vertical floor-rib plates 107 137, united at the top by rivets 106 to the floor-angles 145 146, attached by rivets 147 to the hold-floor 105, said floor-rib plates being attached at the bottom by rivets 148 to the calk-angles 149 150, i which are attached by rivets 151 to the decksheathing 143 and calked down thereon along their entire edges.
  • the effect of this structure is that the floor-rib is dynamically equivalent to a box-girder in efficiency, Whose baseplate is formed by the sheathing 143 and top plate by the hold-floor 105.
  • This structure enables the rib to give exactly as efficient a support to the skin of theship and floor of the hold, respectively, as though a complete boxgirder of the usual form had been interjected between the same and is lighter throughout its length by deduction of the weight of the top and bottom plates of such box-girder.
  • the duplex floor-rib 215 is interrupted by the longitudinally-continnouscentralweb-plates, as 135, of the keelson 133 in Fig.
  • the keel structure is shown in detail by Figs. 21 and 22, of which the former is a transverse section looking aft and taken intermediately to lateral bulkhead-walls, and the latter a longitudinal section looking starboard and taken intermediately to longitudinal bulkhead-walls on the line 22 22 of Fig. 21.
  • This structure consists, essentially, of the inferior keel-plate or keel proper, 72, which is preferably a continuous heavy forged-steel plate of the sectional character shown, whosev bottom contour interiorly parallelizes the radius 9 9, Fig; 3,,of the hullbottom, so as to fit tightly against the inner face of thebottom sheathing 143.
  • the keel 72 hasspecial longitudinal enlargements 155 156 at its sides, whose upper faces are perpendicular to the central vertical axis 10, Fig. 3,0f the hull-
  • the upper side of the keel 72 consists of a straight rectangular cavxo ity or channel 157, whose bottom is perpendicular to and whose sides parallelize the plane in which lies said central and vertical axis 10 10.
  • the keel 72 is attached by rivets 158 to the sheathing 143 beneath and to the keel-angles 159 above, whose vertical flanges are in turn secured by rivets 160 to the transverse keel-bulkheads 161 162 of the port and starboard keel-compartments, respectively.
  • the longitudinallycontinuous keel-angles 163 219 have their horizontal flanges assembled by continuations of the rivet series 158 to form a three-ply structure with the keel 72 and sheathing143. and inclose between their ver tical flanges the web-keelson 164, to which they are secured by rivets 165 in such manner that said web-keelson 164 rests directly upon the keel 72.
  • Rivets 166 secure the web-keelson 1.64 to central angles 167, attached to the keel- .bulkheads 161 162 by rivets 168.
  • Rivets 169 attach the keel-bulkheads 161 162 to the in- 169 to the keel-bulkhead plates 161 162.
  • the flange-keelson 171 which is a trough-shaped steel plate, has vertical side flanges 178 and has attached to its base the superior keelson-angles 172 by rivets 179 to seal the bottom of the superposed keelcompartments, all being as clearly shown in Fig. 21.
  • the web-plate connections interiorly engage by means of the rivets 191 the side angles 174 of the transverse keel-bulkheads 161 162, by means of rivets 192 the vertical flanges 178 of the flange-keelson 171, and by means of rivets 193 the longitudinal flanges of the lateral angles 194, which are in turn secured by rivet-s 195 to the transverse keelson-bulke head 180, complete its lateral sealing.
  • the process of longitudinallytranslating thedisintegrating effects of 'concussions or strains to the bottom of the ship is simultaneously conducted by all the continuous longitudinal members-such as the keel, the web-keelson, the flange-keelson, the web-plates, the side, sister, and stringer keelsons, and the beambacking plate 119-all of which harmoniously equalize such strains, wherever their. point of occurrence, between all of the lateral bulkheads united by these members.
  • the webplates 185 186 are attached by the same series of rivets 190 191 192 193, relating interiorly to the various members of the keel structure secured to said web-plates, (see Figs. '6, 21,
  • a horizon tal keel proper Combined in a hull structure, a horizon tal keel proper; a vertical web-keelson attached centrally and perpendicularly thereto; and a horizontal trough-shaped flange-keelson attached to said web-keelson and parallelizing said keel proper, substantially as described.
  • keel proper means for attaching said sheathing-plates to said keel; a continuous web-keelson centrally attached to said keel; a flange-keelson; port and starboard longitudinal web-plates; port and starboard transverse keel-bulkhead plates; and means for attaohin g said keel-bulkhead plates to said keel web-keelson, fiange-keelson and vertical web-plates, substantially asdescribed.
  • keel proper Combined in a hull structure, a keel proper; a web-keelso'n and vertical port and starboard web-plates all attached to the keel proper; and a flange-keelson; rectangular keel-compartments being longitudinally defined by the foregoing members, and transversely defined by bulkheads between said members, substantially as described.
  • a keel proper Combined in a hull structure, a keel proper; a Web-keelson centrally and perpendicularly attached thereto; a horizontal flange-keelson (having vertical longitudinal flanges at its sides) attached to said webkeelson and parallelizing said keel; longitudinally-continuous port and starboard webplates; and means for attaching the flanges of said fiange-keelson to said port and starboard web-plates, substantially as described.
  • a keel proper Combined in a hull structure, a keel proper; a web-keelson centrally and perpendicularly attached thereto; a flange-keelson (having flanges atits sides) centrally attached to said web-keelson and parallelizing said keel; longitudinal port and starboard Webplates; transverse keelson-bulkheads; aholdfloor superior-1y secured to said keelson-bulkheads and to said port and starboard webplates; means for securing the flanges of said flange-keelson to said port and starboard Webplates and to said keelson-bulkheads; transverse keel-bulkheads; and means, respectively, to each other, and to said enlargements of the keel, substantially as described.
  • a horizontal keel proper having longitudinal enlargements along its edges; a vertical web-keelsou centrally and perpendicularly attached thereto; a horizontal flange-keelson (having longitudinal flanges at its sides) attached to said web-keelson and parallelizing the superior faces of said keel; vertical port and starboard web-plates adapted to rest continuouslyalong the top of said keel enlargements; means for attaching the flanges of said flange-keelson to said Web-plates; and means for attaching said Webplates to said keel enlargements, substantially as described.
  • a keel proper Combined in a hull structure, a keel proper; a Web-keelson and continuous port and starboard vertical Web-plates, all attached to said keel; a flange-keelson; keelsonbulkheads; and transverse keel-bulkheads; the construction being such that compartments are thereby longitudinally and transverselydefined, substantially as described.
  • bottomsheathing plates a horizontal keel proper; port and starboard vertical web-plates; means for attaching said sheathing-plates to said web-plates a Web-keelson, centrally and vertically attached to said keel; port and starboard transverse keel bulkhead plates; a flange-k'eelson attached to said web-keelson; and means, respectively, for attaching said keel-bulkhead plates to said keel, web-keelson, flange-keelsou and vertical web-plates,
  • bottomsheathing plates [a horizontal keel proper; means for attaching said sheathing-plates to said keel; a'vertical web-keelson (centrally and perpendicularly attached to said keel); port and starboard transverse keel-bulkheads; means for attaching said keel-bulkheads to said keel; a flange-keelsou; continuous port and starboard web-plates transverse keelson bulkheads; hold floor plates; and means, respectively, for attaching said keelson-bu l kheads to said flange-keelson port and starboard Web-plates and hold-floor plates,
  • bottomsheathing Combined in a hull structure, bottomsheathing; a horizontal keel proper; a vertical Web-keelson centrally attached thereto; a horizontal flange-keelson attached to said Web-keelson; hold-floor plates; continuous port and starboard web plates attached, respectively, to said keel, flange-keelson and hold-floor plates; port and starboard keelbulkheads; superposed keelson-bulkheads; transverse side bulkheads attached, respectively, to said bottom-sheathing, port and starboard web-plates, and said hold-floor plates;
  • Web-keelson, flange-keelson and Web-plates all act as longitudinally-eontinuous defining members to all of the rectangular keel, keel-.
  • a keel having longitudinal enlargements along its side edges; bottom-sheathing plates; means for attaching said sheathing-plates to the central body and side enlargements of said keel; a vertical Web-keelsou centrally attached to said keel; a horizontal flange-keelson attached to said web-keelson (having integral longitudinal flanges along the sides thereof); longitudinally-continuous Web-plates extending from the top faces of said keel enlargements to the sustained hold-floor plates; means for attaching said web-plates to said longitudinal keel enlargements and flange-keelson flanges; hold-floor plates extending horizontally across said web-plates; and means for attaching said Web-plates to said hold-floor plates, substantially as described.
  • a keel a vertical Web-keelson and port and starboard vertical web-plates parallelizing said webkeelson, all perpendicularly attached to said keel; a horizontal flange-keelson parallelizing said keel; rectangular keel-bulkheads lying between the foregoing members so as to transversely define the keel-compartments; hold-floor plates closing over the tops of said Vertical web-plates superposed keelson-bulkheads transversely defining the central compartments; and a bottom-sheathing, substantially as described.
  • a floorrib comprising vertical floor-rib plates; bottom-sheathing attached to the bottom of said floor-rib plates; andhold-floor plates attached to the tops of said floor-rib plates, in such manner that said sheathing-plates and holdfloor plates become, respectively, the flangeplates to said floor-rib plates, integrating the same so as to render the structure sectionally equivalent to a box-girder of similar depth and parts, substantially as described.
  • a keelson comprising a central web-plate, combined with a calking-plate secured to the said web-plate, and sheathing secured to said calking-plate, substantially as described.
  • a keelson comprising acentral web-plate, combined with a calking-plate secured perpendicularly to the bottom of said web-plate; bottom-sheathing secured to said calking-plate; hold-floor plates; means for attaching said Web-plate to said calking-plate, and means for attaching said hold-floor plates to said web-plate, substantially as described.
  • a keelson comprising a vertical, central web-plate, combined With a longitudinallycontinuous calkingplate; keelson-angles secured to said calkingplate; hold-floor plates; floor-angles for securing said hold-floor plates to said webplates; a floor-rib intersected by said webplate; and rib-angles uniting said floor-rib to said web-plate, substantially as described.
  • duplex floor-ribs In a hull structure, duplex floor-ribs; duplex deck-beams; and flanged duplex gussets; combined interjectionally to form angular junctures therewith, substantially as described.
  • a deck-beam consisting of duplex parallel bulb-angles in close proximity to each other, with their bulbs facing reversely; combined with deck-sheathing;
  • a deck-beam consisting of duplex parallel bulb-angles having their bulbs facing reversely (adapted to be attached to the deck-sheathing at such determinate distance apart as shall render their combined effect substantially equivalent to that of a box-girder of similar depth and weight) combined with deck-sheathing and means for attaching said deck-beam to said sheathing, substantially as described.
  • a deckstringer comprising duplex side channels, and bottom and top plates; means for attaching said bottom plates to the flanges of said channels; means for attaching said top plates to the flanges of said channels; and supported overlying deck-beams, substantially as do scribed.
  • adeck structure consisting of transverse duplex deck-beams; deck-sheathing superiorly attached to said transverse duplex deck-beams; and longitudinal deck-stringersinferiorly attached to and uniting said deck-beams in series, substantially as described.
  • decksheathing in a hull structure, decksheathing; transverse duplex deck-beams consisting ofreversely-facing bulb-angles; and

Description

0. H. HOWLAND-SHERMAN. I
HULL consmucno'u.
(Applicatidn filed Aug. 7, 1900. (No Model.)
10 Sheets-Sheet l.
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I Patented Dec. 24,1901. 0. n. HOWLAND-SHER-MAN.
. HULL CONSTRUCTION. 7 (Application filed Aug. 7, 1900.)
I0 sheets shaet 2.
(No Model.)
norms mus ch, rumaumu wumuornu n c.
Patented Dec. 24, 190].
No. 689,82IQ
C. H. HUWLAND-SHERMAN.
HULL 'GUNSTRUCTION.
(Application filed Aug. '7, 1900.)
I0 Sheets-Sheet 3.
(No Model.)
C. H. HOWLAND-SHERMAN.
HULL CONSTRUCTION.
(Application filed Aug. 7, 1900.)
I0 Sheets-Sheet 4.
(No Model.)
h a II |lll|\|lA|| I I I I \llll l 1 I I I I l I I I I l I I I I I l l I I ill l l l lllfilI fl l l I I II|-I m =9 l v.0 w w v A I z W x n 1m: Norms PETERS co. PHOYGUTNQ, WASHINGTON n. c;
No. 689,82I.
' v ,Patented Dec. 24, l90|.' C. H. HOW-LAND-SHERMAN HULL CONSTRUCTION.
(Applicafion filed Aug. '7, 1900.
I0 Sheets-Sheet 5.
(No Model.)
Patenjed Dec. 24, I90I.
' C. H. HOWLAND-SHERMAN.
HULL co nsmucnon.
(Application filed Au '7, 1900.
(No Model.)
m w a THE norms PETERS ca. wmoumb. wAsmN'aYpN, u. c,
N0. 689,82I. Paten ted Dec. 24, mm.
. c. H. HOWLAND-SHERMAN HULL CUNSTRUCTION.
(Application filed. Aug. 7, 1900.) v
' I I I {Q 4a M '2 C. H. HDWLAN D-SHERMAN. HULL CONSTRUCTION.
(Application filed Aug. 7, 1900.)
cuoiuouel.) |o Sheets-Sheet m.
m: NORRXS PUERS 0a., wumhumq. wasnmamm 0 c Patented Dec. 24, I90l.
UNITED STATES PATENT QFFICF.
onAnLEsn.nowLAND-sn RrmN,onwAs INcToN,nrsrmo'roi cotnlunm, ASSIGNOR OF ONE-FOURTH TO GEORGE n. HOWARD, or WASHINGTON, DISTRICT OF'COLUMBIA,AND sAMUEI.c.n.oooK,or LONDON,ENGLAND.
HULL CONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 689,821, dated December 24, 1901.
Application filed August '7, 1900.
To all whom it may concern.-
Be it known that 1, CHARLES, H. HOWLAND- SHERMAN, a citizen of the United States, residing at Washington, in the District of Columbia, have invented a new and useful Improvement in Hull Construction, of which the following is a full, clear, and exact description, reference being had to the accompanying drawings and to the numerals of reference marked thereon.
My invention relates to improvements in hull construction, it being especially applicable to steel ships of the standard liner, cruiser, and battle-ship types.
Certain descriptive and illustrative matter is herein included, which While not forming the basis of claims herein presented is necessary to an understanding of the general construction and character of vessel to which the improvement claimed is adapted. Thus there is comprised in this application descriptive and illustrative matter of the prow and of the stern ram and also showing the theory of the amidships-section construction of the vessel, which matter is not claimed as a part of the present invention.
The objects of my invention are the following: First, to provide a hull which is absolutely unsinkable from ramming or collisions of any kind; second, to so construct a hull that it shall be when armor-plated in the usual manner substantially impenetrable to all shot of any character now known delivered in supramarine attack; third, to provide a hull construction which shall afford the minimum possible liability to injury from submarine attack; fourth, to secure a hull of maximum displacement and steadiness of flotation at the minimum draft attainable; fifth, to so construct a hull that its entrance and wakeway action shall be very similar andthat its general amidships-section shall in relation to entrance and wakeway, respectively, present the least possible resistance to its propulsion through the water; sixth, to provide a hull for battle-ship purposes which is capable of having its displacement so arranged as to avoid-large superstructurcs, with the heeling and unsteadiness they necessitate in heavy weather, while conveniently carrying heavy Serial N0. 26,175. (No model.)
armament of the usual type, and, seventh, to restore the balance of advantage in naval warfare by increasing the general indestructibility of battle-ship hulls to a point relatively compensating the great increase of efficiency in modern offensive armament.
While in several aspects my invention is fully as applicable to vessels of the merchantmarine, I have chosen to show its construction in a cruiser, for the reason that such type of my invention best illustrates the method of attaching armor-plating and armament thereto.
I accomplish the objects named by the structure illustrated in the accompanying drawings, hereby made a part of this specification, in which Figure 1 is a side elevation of a cruiser built upon this system. Fig. 2 is a top plan view of the same cruiser. Fig. 3 is a diagram showing the theory of the transverse section of the hull. Fig. 4 is a diagram showing the theory of the stern construction. Fig. 5 is a diagram showingthe theory of the prow con-- struction. Fig. 6 is transverse section through the hull on the line 6 6 of Fig. 2. Fig. 7isa 7 central longitudinal section taken amidships through a part of the hull, 011 the line 7 7 of Fig. 6, forward of the engines. Fig. 8 is a longitudinalsection of a part of the deckconstruction. Fig. 9 is a rear elevation of the capital of one of the central supporting-columns, showing its embraced deck-stringer in transverse section. Fig. 9 is a transverse section of the supporting-column, taken on theline 9 9 of Fig. 9. Fig.10isavertical section taken on the line 10 10 of Fig. 9, showing the same capital, with its inclosed deck-stringer sectioned longitudinally through the flanges of one of its side channels. Fig. 11 is a rear elevation of the capital of one of the angular side columns, 0 showing its inclosed angular deck-stringerin transverse section. Fig. 12 is a vertical section through the same capital, taken on the line 12 12 of Fig. 11, showingits inclosed angular deck-stringer sectioned longitudinally 5 through the flanges of one of its side channels. Fig. 13 is a rear elevation of the base of one of the supporting-columns, showing the special'method of angling the same for attachment to the floor of the hold. Fig. 14
is a side elevation of the same column-base. Fig. is a vertical section through the same column-base, taken on the line 15 15 of Fig. 13. Fig. 16 is an interior elevation of a part of the side of the vessel, showing the manner in which the floor-ribs and deck-beams join directly by means of a series of bulkheadgussets along load water-line without the intervention of any of the usual side ribs or timbers- Fig. 17 is a transverse section through the sister keelson, taken intermediately between two of the lateral bulkheadplates. Fig. 18 is a transverse section through one of the floor-ribs, taken intermediately between two of the longitudinal bulkheadplates. Fig. 19 is an intercostal section through the side of the hull looking aft, taken on the line 19 19 of Fig. 16. Fig. is an in- .tercostal section through the side of the hull, taken on theline 2O 20 of Fig. 16 looking aft. Fig. 21 is a transverse section through the keel structure looking aft and taken intermediately between two lateral bulkheadplates, showing the special method of assembling the plates of the rectangular keel-bulkheads to each other and to the keelson, keel,
and floor-ribs. Fig. 22 is a longitudinal section through one complete tier of the superposed rectangular keel-bulkheads, taken on the line 22 22 of Fig. 21 looking starboard and showingthe hold-floor, keelson, keel, and side-bulkhead plates in section. Fig. 23 isa transverse section taken amidships through a hull constructed in accordance with a modified form of my invention, in which the deck is hollowedout for the purpose of deflecting armor-piercing shells.
Similar numerals of reference indicate similar partsthroughout the several views.
1 may represent generally the hull, which will be seen by reference to Fig. 1 to bear a strong resemblance to ordinary bulls in general exterior appearance, excepting that the superstructure rises relati vely less above load water-line. Fig. 2 also shows that the hull is made upon the usual scientific lines of entrance and wakeway adopted in current naval architecture,beingsusceptible of all their customary variations at pleasure. The cruiser illustrated in Fig.1 is typicalofthe application of this hull to war-ship constructions, andthe same method of construction is'designed to be followed throughout in building merchantliners,with the exception of the omission of the prow and stern rams and the erection upon the top of the central flat deck (clearly shown in Fig.2)ofasuperstructure eontainingthe usual deck-houses, saloons, &c., whose weight will exert proportionately no more efiort toward unsteadying the hull than does the lower-lyingheavy armament carried by the cruiser shown.
The theory of constructing the hull will be best understoodby reference to Fig. 3. The essential idea is that the ordinary side and freeboard of the vessel shall be entirely dispensed with and replaced bya new structure,
.parent also by reference to Fig. 2.
and inwardly inclined sea-deck 4,which joins angularly with a central horizontal deck 5, greatly reduced from the usual width in proportion to the beam of the hull, as will be ap- The inclined bottom and sea-deck referred to may of course either or both bevconstructed as planes intersecting at an angle at any point either above or below load water-line; but substantial departure of such intersection from load water-lineis inimical to the best results of my invention and is therefore not advised. Such planes are also preferably replaced in practice by the construction described below.
Fig. 3 is a radial theoretic diagram of one-half ofa typical immersed amidshipssection made upon this principle afterone of the approved forms of my invention. The radialbeam 6 6 0f the vessel, its draft 7 7, and height 8 8 of superstructure above load water-line 24 24 being given, the design procedure is as follows: A suitable radius 9 9 is swung from a point on the central vertical plane 10 10 of the vessel, preferably above its center of buoyancy, from the keel outwardly to a point 11 at a distance 12 12 from said vertical plane, the variation of whose length determines the sharpness of recedence of the hullbottom. Parallelizing said'vertical plane 10 10 the line 11 is produced and a portion thereof taken as the base'of a parabola defining the principal bottom-section. This parabola has an abscissa 13 13 and ordinates 14 14,
ICO
and 22 22 of such character that the parabola defined by the same shall exactly tangent at the point 11 with the are 23 11 de-' scribed by the radius 9 9 and likewise of such character that the central or fifth ordinate 18 18 shall coincide with the load water-line 24 24 of the hull.
The permissible radial width 25 25 of the deck is then de- I termined in. accordance with the probable perils to which the hull structure will be subjected, it being, for example, broader for passenger and narrower for, warship service. The
deck 5 is projected for said width 25 25, and 7 the desired angularity 2626 of the attached sea-deck 4 is selected, the line of said seadeck being projected to its point of intersection 27 with the loadwater-line 24 24. The
distance 28 28 is then selected, which shall define the point of tangencyofthecurved' latter parabola is then laid by taking an equal distance along said line 28 29 below load water-line, and a parabola is constructed there- The base 30 31 of this on having an abscissa 32 33 and ordinates 34 35, 36 37, 38 39, 4041, 42 43,44 45, 46 47, 48 49, of such character that the upper leg of the parabola shall precisely tangent with the seadeck 4 at the intersection of the line 28 29 with the plane of said deck and that the lower leg of the same shall tangent with the parabola 13 11, defining the under side of the hull at the outer end of the latters lower central or fifth ordinate. It is preferable that the line 6 33, parallelizing the central plane 10 10, should as nearly as practicable cut the focus of the large parabola on its abscissa easiest line of surface to follow and most diffi cult to penetrate in nature. Shots reaching the hull in broadsidev above load water-line either land upon the upper departing leg 30 33 of the small parabola with similar effect to that above described for the large parabola or will generate with the sharply-receding seadeck 4, which discharges them into the air at its intersection with the horizontal flat deck 5. In defense against broadside attack the special advantage of the hull is that the unusualnarrowness of the deck 5 enablesit to carry more than the customary thickness of armor throughout its length without increase of aggregate Weight; but it is not claimed that the trajectory of distant shots cannot be trained to fall upon this as upon other decks of the kind. Clearly the special advantage of the hull is in close broadside engagement, where no practical opportunity for penetrating it exists at any point.
The theory of the stern is best demonstrated from the diagram given in Fig. 4. Its chief peculiarity consists in the formation thereon of a ram 50, similar in type and function to rams now in use on the prows of warships. The outer side of this ram is formed by the erection of a short straight-faced body 51 51, built upon a similarly-inclined stern-post, both having preferably an an gularity of about seventy degrees toload water-line 24 24, and the erection of a line 52 52 perpendicular thereto at its base, from a point upon which, and therefore tangent to the lower end of said flat, a suitable radius 52 53 is dropped to define the nose of the ram. A line 54 54 is then erected at a slight declination from the vertical--preferably about eighty two and one-half degrees-toload water-line 24 24,and
from it a radius 54 55 is swung to intersection with the are defined by radius 52 53, thus completing the definition of the point of the ram. The under body of the ram-supporting structure is then completed by tangenting a straight body 54 56 to the arc described by radius 54 55 at the normal perpendicular ninety degrees to the line 54 54, as clearly indicated in the figure. This construction gives great strength to the ram, enables it to penetrate the body of a vessel for a large distance before the stern-post of the vessel ramming is reached Without the slightest intrusion upon the functions of rudder 57 or propellers 210, as will be clear from Figs. 1 and 4, and enables the shock of ramming to be directly transferred along the line of the supporting structure 54 56 to the heavily resisting keel structure of the hull.
The above process of defining the sternram 50 enables its point to be located at any desired height 58 59 above the keel by simple variation of the radii outlining its contours without in any manner changing the philosophic character of the ram or its efficiency of operation.
The procedure for constructing the prow- -ram, Fig. 5, is very similar to that commonly in use upon war vessels of the day. Aprincipal radius 60 61 is swung tangent to the keel from a point on a line perpendicular to the latter erected at the rear extremity of the rain. The prow 62 of the vessel is then erected at a suitable an gularity,preferably the usual one of seventy degrees,and at ninety degrees thereto a perpendicular 63 64 is erected, from a point upon which is struck the fore radius of the ram 65 66 to intersection with the arc of the under body of the ram described by the radius 60 61. The remainder of the cut-water is finished by the usual freeboard 67, ending with the sweep 68 at load water-line 24 24, to which it sustains the customary angle of about sixty degrees. The foregoing process of describing the prow-ram is adapted to the attached hull structure and conveniently enables the point of the ram proper, 69, to be located at any required height 70 71 above the keel.
Within the contours Whose theoretic philosophy has been explained in connection with Fig. 3 the structure of the hull is built, as clearly shown in the general transverse section of Fig. 6, taken on the line 6 6 of Fig. 2. The details of this structure beingelsewhere specified, this general figure is sufiiciently clear by noting that the parts consist in the main of the keel 72, web-keelson 164, flangekeelson 171, side keelsons 132, sister keelsons 133, stringer-keelsons 134, rectangular keelbulkheads 161 162, superposed bulkheads 180, side bulkheads 198 199, and floor-ribs 215. All of these compartments formed by the bulkheads in the skin of the vessel may I gitudinally connected by the angular and straight deckstringers 86, respectively supported by the angular and straight distance or supporting columns 82, resting upon the hold-floor 105 directly over the sister keelsons 133 and side keelsons 132. Over this entire framing structure the bottom-sheathing 143 is plated in the usual manner, and above it the deck-sheathing 78, or, as inthecase of the cruiser illustrated by Fig. 6, the deck-a1 mor 80, is also superiorly attached with interveningtbacking-plates 79 by the usualmethods.
The assembled view given in Fig. 7 ofa central longitudinal section of a part of the hull will; be clearly understood by stating that it is taken on theline 7 70f Fig. 6 at a position forward ot'the engines, nearly amidships,,,and showing in longitudinal section the same.
keel 72, keelson 171, keel- bulkheads 161 and 162, straight supporting-columns 82, deck-5 stringer 86, gussets 114 115, deck-beams-74,
united thereby, and deck-sheathing 78. It will be evident from this figure, that the effect of thestructureis to give great strength not only in sustaining shocks tothe deck,
but in resisting under-concussions,against the bottom of the shipand rninimizingthe probability of itsdestruction by such shocks as those of submarine torpedoes or. shells.
The construction of the deck is shown in detailby Fig. 8. Thedeck-beamsare formed ofduplex bulb-angles 73 218, attachedto the deck-sheathing 7 8, andbacking-plates 79 and turnedwith their bulbs facing; awayfrom .eachother toward thetwo exteriorsides of the beam. 5 These two bulb-angles constituting each deck-beamare situated at such determinate distance from each other thatthey ,act with .thedynamiceftect of a single memher, being effectively-united by means of their attachmentby through-rivets 75,; passing-completely throughv their-flanges 76 77:
and-the deck-sheathing 7 Sand backing-plates 79, which latter therefore become efficientas azbox-plate of the beam, uniting its'bulbangles 73 218. ,Said deckebeam 74 has no ,underbox-plate, the moment of inertia of suchplate being replaced by the equal com bined moments of inertia ofits bulbs, so. that {the beam-structure is substantially equivaflent'invalue to. a' box-girder of its respective .depth. marine-the first deck-sheathing 78 canof In the case of shipsof ,themerchant courserunin. longitudinal strips,;supp lying thetbox plateaction described above as furnished by vthe backing-plate 79 in the warshipideckztypified by Fig. 8; but in thecase v0t suchdecksas thelatter-the transverseap rangement isvmore convenient and ismade equally effective by the union of the. succes 1sivebacking-plates 79 by the agency of the exterior; armor-plates 80, united by the large i'through-rivets 81.to both the backing-plate .79:.anddeclcsheathing 78, thus adapting the standard three-part deck of battle-ships as nowmade to my, special deck-beams.
,Fig. 9showsa detail structure of. the capiztal1of one of. the straight supporting-columns 82,.w1hich consists, essentially, of the butt- .angle' 83, attached by rivets 84 to the webs of the column-channels and supporting the deck stringer 86-directly upon their upper flanges,
I the side angles 87 88 being secured by rivets 89 89v to the flanges of the column-channels in 'esasai such manner as to inclose betweenthem the deck-stringer 86. The cap-angles .90 91,.as
indicated in Fig. 9 and clearlydetailed in Fig. 10, taken on the line 10 10 of Fig. 9, are socured by through-rivets 92 to the top Webplate 93 of the deck-stringer 86. By reference to Fig. 7 it will beqseen that thedeck stringer 86 is strongly attached throughout bymeans of the deck-angles 175. The sectionat which Fig. 10 is taken more clearly exhibits the manner in which the butt-angles .83 85 are attached vertically by the rivets 84 to the channels 108109 of the column 82Uand tom web-plate 950i the deck-stringer 86-. The deck-stringer, as shown in both Figs. 9 and 10, is substantially a rectangular box-girder,
.column capital required to adjustthesame to the support of theinclined sea-deck. The
functions oftall parts of'this angular capital are identical withthoseof the straight ,capital shown and described in connection-with Figs. 9 and 10, the sole difierence being the elongation of the side angle 87, thecap-an- .gles 9 0 91, the channel 96, and top plate 93, with corresponding shortening of theside an- ;gle 88 and channel 97, while the bottomplate .95, thebutt- angles 83,85, and. allrivetiugremain the same as for. the straight capital.
The-base of the supporting-columnis shown, respectively, in rear and side elevations by .Figs. 13 and 14, andits structure further exhibited bythe special section, Fig. 15, taken on the line 15 15 of Fig. .13. It consists, essentially, of the duplex base angles 99 100, attached by rivets 101 to the webs of the .col-
;umn-channels 108 109, as shown especially in Figs. 13 and 15, and the quadruplex brace- ,angles 102 103, attached to the flanges of the column-channels by rivets 104, andlikewise attached by rivetspassing through the hold- ;fioor 105 and the floor-angles 146, secured to .the web-plates 107 of thefloor-ribs 215, as will be evident from Figs. 6, l6, and 18, the latter two showing the duplex character of said floor-ribs. By inspection of Figs, 99,10,12,
14,;and 15 the nanner in which the supporting-column section is constructed ofthe channels 108 109, united by the I-beam.1 10, secured to said channels by rivets 111, will be intelligible.
The construction of the edge of the vessel at load water-line,whose strength forms a highly essential feature of myinvention, is shown by Figs. 16, 19,.and 20. The bulb-angles 73 218 of the duplex deck-beams 74, as seen particuits length to each of the bulb-angles 73 218 of the deck-beams 74, supported byit in series horizontally secured by rivets 94 to thebotlarly in Fig. 16, are united by rivets 112 to extensions 216 217 on the duplex gussets 114 115, which have also lower extensions 116 117,
similarly riveted to the-web-plates 107 137 by the rivets 153. These gussets thus directly unite the deck-beams to the floor-ribs in such manner as to complete a framework reinforcing the edge construction of the vessel with great strength. The gussets 114 115 are attached by rivets 118 to the longitudisets 114 115, and bottom flanges 126, attached and 18, by the rivets 152.
by rivets 127, passing through both the calking-strip 212 and the backing-plate 119, as clearly indicated in Figs. 19 and 20. As shown in Figs 16 and 19, rivets 118 attach the gussets 114 115 to the beam-backing plate 119, which in turn is similarly attached by intermediate rows of much larger rivets 128 to the water-line armor-plate 129, as fully detailed by Fig. 20. The uppermost rows of said rivets 128 likewise pass entirely through the sea-deck armor 130, through an angularly-reduced extension 131 of the backingplate '119, and finally through the decksheathing 78, attached to the bulb-angles 73 218 of the deck-beams 74, as particularly exhibited by Fig. 20. I
The transverse section of the sister keelson 133 (shown by Fig. 17) will be found upon comparison with the similar transverse sections of the side keelson 132 and stringer-keelson 134, (see also Fig. 6,) to be identical with the latter and substantially identical with the former in construction,with the exception of its angular top. It is therefore deemed sufficient that said sister keelson 133 should be analyzed as characteristic of the keelson group of structures. All of the keelsons named consist of central web-plates, as typifled by 135, which are longitudinally continuousvthroughout the length of the hull, interrupting the floor-rib plates 107 of the floorribs 215, Fig. 18, to which they are united by the mechanism of Fig.17. The sister keelson 133, for example, consists of the central webplate 135, forming the keelson proper, which is attached by rivets 154 to the rib-angles 136, which angles are in turn screwed to'the floorrib plates 107 of the floor-ribs 215, Figs. 17 The rib-angles 136 are bent around the vertical flanges and abut upon the horizontal flanges of the top and bottom keelson-angles 138 139, which run continuously for the length of the kee-lson itself, said rib-angles being attached to said keelsonangles by the tie-rivets 140 140, which are lengthened at the position of the rib-angles 136 to include the same in this union, as shown in Fig. 17, but are at all intermediate positions of simply sufficient length to attach the keelsonangles 138 139 to the central web-plate 135. Smaller rivets 141 attach the top keelson-angles 138 to the hold-floor 105, and larger rivets 142 unite all three thicknesses of the bottom sheathing l43,the calking-plate 144,,and keelson-angles 139 together in a solid water-tight joint-,which is preferably coated between all its plates with red leadin the usual manner prior to having the calking-plate 144 calked down upon the bottom sheathing 143.
A complete view of the transverse section of the floor-ribs and the details of their top, bottom, and bulkhead connections is given by Fig. 18. They consist, essentially, of the vertical floor-rib plates 107 137, united at the top by rivets 106 to the floor-angles 145 146, attached by rivets 147 to the hold-floor 105, said floor-rib plates being attached at the bottom by rivets 148 to the calk-angles 149 150, i which are attached by rivets 151 to the decksheathing 143 and calked down thereon along their entire edges. The effect of this structure is that the floor-rib is dynamically equivalent to a box-girder in efficiency, Whose baseplate is formed by the sheathing 143 and top plate by the hold-floor 105. This structure enables the rib to give exactly as efficient a support to the skin of theship and floor of the hold, respectively, as though a complete boxgirder of the usual form had been interjected between the same and is lighter throughout its length by deduction of the weight of the top and bottom plates of such box-girder. The duplex floor-rib 215 is interrupted by the longitudinally-continnouscentralweb-plates, as 135, of the keelson 133 in Fig. 18 and is united by rivets 152 to angles 136, which are secured in turn by rivets 154 to said central web-plates 135. At these points of interruption, as will be clearly seen from inspection of Fig. 18, the floor-rib plates 107 137 of the floor-rib 215 are cut to contour around the calking-plate 144 and the keelson-angles 139 138 in such manner that said web-platesshall rest directly against the sheathing 143 and hold-floor plates 105, as shown. This in no manner interferes with the formation of the water-tightjoints of the hull-bottom, which all run longitudinally, as shown by and described concerning Fig. 17, the intermediate joints of the sheathing-plates at the extremities of theirlengths being planned to fall intermediately between the ribs and to have overlying said joints calking-plates of the ordinary type, which therefore are not shown in the drawings.
The keel structure is shown in detail by Figs. 21 and 22, of which the former is a transverse section looking aft and taken intermediately to lateral bulkhead-walls, and the latter a longitudinal section looking starboard and taken intermediately to longitudinal bulkhead-walls on the line 22 22 of Fig. 21. This structure consists, essentially, of the inferior keel-plate or keel proper, 72, which is preferably a continuous heavy forged-steel plate of the sectional character shown, whosev bottom contour interiorly parallelizes the radius 9 9, Fig; 3,,of the hullbottom, so as to fit tightly against the inner face of thebottom sheathing 143. The keel 72 hasspecial longitudinal enlargements 155 156 at its sides, whose upper faces are perpendicular to the central vertical axis 10, Fig. 3,0f the hull- The upper side of the keel 72 consists of a straight rectangular cavxo ity or channel 157, whose bottom is perpendicular to and whose sides parallelize the plane in which lies said central and vertical axis 10 10. The keel 72 is attached by rivets 158 to the sheathing 143 beneath and to the keel-angles 159 above, whose vertical flanges are in turn secured by rivets 160 to the transverse keel-bulkheads 161 162 of the port and starboard keel-compartments, respectively. The longitudinallycontinuous keel-angles 163 219 have their horizontal flanges assembled by continuations of the rivet series 158 to form a three-ply structure with the keel 72 and sheathing143. and inclose between their ver tical flanges the web-keelson 164, to which they are secured by rivets 165 in such manner that said web-keelson 164 rests directly upon the keel 72. Rivets 166 secure the web-keelson 1.64 to central angles 167, attached to the keel- .bulkheads 161 162 by rivets 168. Rivets 169 attach the keel-bulkheads 161 162 to the in- 169 to the keel-bulkhead plates 161 162.
which they are attached by rivets 211, while their horizontal flanges directly support the flan ge-keelson 171, to which they are attached by the rivets 220, forming at the keelson-bulkheads 180 continuations of the rivet series 173. Similarly, the flange-keelson 171, which is a trough-shaped steel plate, has vertical side flanges 178 and has attached to its base the superior keelson-angles 172 by rivets 179 to seal the bottom of the superposed keelcompartments, all being as clearly shown in Fig. 21. The top sealing of these superposed keelsonebulkheads 180 is completed by the central floor-angles 18,1, attached thereto by the rivets 182 and to the hold-floor by rivets ,183. Deep continuous web-plates 185 186 complete and longitudinally seal all of the 60 lower or inferior rectangular and superposed keel-compartments defined by the bulkheads 161 162 180, said web-plates resting directly upon the projections and 156,respectively, of the keel 72 and having directly upon their upper edges the hold-floor 105. Said Webplates 186 are secured inferiorly at their bottom edges. by the longitudinally-continuous bedrangles 187 188, attached by rivets 189 to the keel projections 155 156 and by rivets 190 to said web-plates 185 186. Passing up ward, the web-plate connections interiorly engage by means of the rivets 191 the side angles 174 of the transverse keel-bulkheads 161 162, by means of rivets 192 the vertical flanges 178 of the flange-keelson 171, and by means of rivets 193 the longitudinal flanges of the lateral angles 194, which are in turn secured by rivet-s 195 to the transverse keelson-bulke head 180, complete its lateral sealing. Its longitudinal sealing is then effected by the attachment of said web-plates 185 186 through rivets 222 to the longitudinally-oontinuous framingangles 223 221, which are integrated with the hold-floor 105 by the continuation of thesame series of flooring'rivets 183 hithertodescribed. This entire keel structure is adapted to resist severe vertical and transaxial shocks to the vessel-bottom in the most efficient manner with the least possible weight of material.
be distributed upon its vertical web. This is the weakest possible manner of considering the keel structure shown; but it is actually entitled to be considered, with respect to all vertical shocks, in conjunction with the deep and rigidly-attached web-plates 185 186, the web-keelson 164, the flange-keelson 171,-and the hold-floor 105,the combined effect of which is to render the keel substantially equivalent in strength to two longitudinally-continuous hollow rectangles at the base connected with the distributive superposed rectangle (the keelson-bulkhead) 180, designed to takeoff the shocks occurring to the lower rectangles (the keel-bulkheads) 161 162 and distribute them effectively-to the series of side bulkheads 198 199, to the entire flooring 105, and through these members to thefloor-ribs 215 and up to the directly-attached deckbeams 74, by which all shocks are instantaneously and generally distributed and absorbed throughout the structure of the ship. The process of longitudinallytranslating thedisintegrating effects of 'concussions or strains to the bottom of the ship is simultaneously conducted by all the continuous longitudinal members-such as the keel, the web-keelson, the flange-keelson, the web-plates, the side, sister, and stringer keelsons, and the beambacking plate 119-all of which harmoniously equalize such strains, wherever their. point of occurrence, between all of the lateral bulkheads united by these members. This rapid and wide dissemination of all shocks to or in the neighborhood of the keel aifords a very usefuland secure means of obtaining strength at small cost of weight and tends to minimize the probability of destruction of the hull from submarine explosions.
At the outside of the keel structure the webplates 185 186 are attached by the same series of rivets 190 191 192 193, relating interiorly to the various members of the keel structure secured to said web-plates, (see Figs. '6, 21,
- and 22,) to thelongitudinal flanges of the sidebulkhead angles 196, which are secured by rivets 197 to the side bulkheads 198 199. The bottom sealing of the transverse plates of these large side bulkheads 198 199 is completed by the bilge-angles 200 201, attached thereto by rivets 203 and attached by rivets 204 directly to the sheathing-plates 143. The top sealing of the side bulkheads 198 199 is completed by their attachment through rivets 205 to the sealing-angles 206, which are attached directly by rivets 207 to the floor-plates 105'at their points of occurrence throughout the length of the ship. The outer side of these side bulkheads is sealedby the side keelson angles 208, attached thereto by rivets 209, as more clearly shown in Fig. 6, where the modification of port-side bulkheads 198 at the proper point of imposing the engine-bed is seen. Of course such modification is strictly limited to the short length of the engine-bed itself. Attention is called to the fact that the great depth, approximately triangular form, and very rigid connections of these side bulkheads 198 199 cause them to importantly reinforce the strength of the keel structure lying between them and that their large distributing-surfaces readily take off transaxial shocks to the vessel-bottom, as well as the resultants of shocks sustained by the web-plates 185 186. It is also obvious that shocks occurring intermediately to the width of these bulkheads 198 199 will be equally distributed to both port and starboard and respectively absorbed by the longitudinal webplates 185 .186 and the side keelsons 132.
The special arrangement of my invention by'which its most approved form consists of upwardly-inclined parabolic bottoms whose absoisste parallelize the central deck presents an immersed amidships-section, which is introduced and succeeded very smoothly by the tapered entrance and wakeway shown in Fig. 2 and causes the vessel to be driven with very little resistance through the water in a manner conducive to the highest attainments of speed. This effect is enhanced by the fact that the parabolic bottoms entirely displace the usual sides of the ship, dispense with the great hydraulic pressure to which the immersed portions of such sides are always subjected, and thus tend to minimize the skin friction to but a slight excess over that portion of the total friction which is susvention to use in the heavier warships typified in the drawings, but quite as well to torpedo-boats, torpedo-boat destroyers, rapid liners, and yachts, in which latter class of narrow-beamed vessels it is obvious that the adjunct of a centerboard may be employed to proper having a central, superior longitudi nal channel and longitudinal enlargements along its sides; and a'web-keelson centrally attached thereto; the construction being such that both the said web-keelson and keel enlargements are adapted for attachment to the contiguous parts of the hull structure, substantially as described.
2. Combined in a hull structure, a troughshaped horizontal, longitudinally-continuous flan ge-keelson; and a vertical Web-keelson inferiorly attached thereto, substantially as described.
3. Combined in a hull structure, a horizon tal keel proper; a vertical web-keelson attached centrally and perpendicularly thereto; and a horizontal trough-shaped flange-keelson attached to said web-keelson and parallelizing said keel proper, substantially as described. 1
4:. Combined in a hull structure, a troughshaped horizontal flange-keelson; a vertical web-keelson inferiorly attached thereto; and a horizontal keel proper inferiorly attached tosaid web-keelson; all of said members being longitudinally continuous, substantially as described.
5. Combined in a hull structure, bottom sheathing plates, 2. keel proper; means for attaching said sheathing-plates to said keel; a continuous web-keelson centrally attached to said keel; a flange-keelson; port and starboard longitudinal web-plates; port and starboard transverse keel-bulkhead plates; and means for attaohin g said keel-bulkhead plates to said keel web-keelson, fiange-keelson and vertical web-plates, substantially asdescribed.
6. Combined in a hull structure, a keel proper; a web-keelso'n and vertical port and starboard web-plates all attached to the keel proper; and a flange-keelson; rectangular keel-compartments being longitudinally defined by the foregoing members, and transversely defined by bulkheads between said members, substantially as described.
7. Combined in a hull structure, a keel proper; a Web-keelson centrally and perpendicularly attached thereto; a horizontal flange-keelson (having vertical longitudinal flanges at its sides) attached to said webkeelson and parallelizing said keel; longitudinally-continuous port and starboard webplates; and means for attaching the flanges of said fiange-keelson to said port and starboard web-plates, substantially as described.
8. Combined in a hull structure, a keel proper; a web-keelson centrally and perpendicularly attached thereto; a flange-keelson (having flanges atits sides) centrally attached to said web-keelson and parallelizing said keel; longitudinal port and starboard Webplates; transverse keelson-bulkheads; aholdfloor superior-1y secured to said keelson-bulkheads and to said port and starboard webplates; means for securing the flanges of said flange-keelson to said port and starboard Webplates and to said keelson-bulkheads; transverse keel-bulkheads; and means, respectively, to each other, and to said enlargements of the keel, substantially as described.
10-. Combined in a-hull structure, a horizontal keel proper, having longitudinal enlargements along its edges; a vertical web-keelsou centrally and perpendicularly attached thereto; a horizontal flange-keelson (having longitudinal flanges at its sides) attached to said web-keelson and parallelizing the superior faces of said keel; vertical port and starboard web-plates adapted to rest continuouslyalong the top of said keel enlargements; means for attaching the flanges of said flange-keelson to said Web-plates; and means for attaching said Webplates to said keel enlargements, substantially as described.
11. Combined in a hull structure, a keel proper; a Web-keelson and continuous port and starboard vertical Web-plates, all attached to said keel; a flange-keelson; keelsonbulkheads; and transverse keel-bulkheads; the construction being such that compartments are thereby longitudinally and transverselydefined, substantially as described.
12. Combined in a hull structure, bottomsheathing plates, a horizontal keel proper; port and starboard vertical web-plates; means for attaching said sheathing-plates to said web-plates a Web-keelson, centrally and vertically attached to said keel; port and starboard transverse keel bulkhead plates; a flange-k'eelson attached to said web-keelson; and means, respectively, for attaching said keel-bulkhead plates to said keel, web-keelson, flange-keelsou and vertical web-plates,
substantially .as described.
13. Combined in a hull structure, bottomsheathing plates, [a horizontal keel proper; means for attaching said sheathing-plates to said keel; a'vertical web-keelson (centrally and perpendicularly attached to said keel); port and starboard transverse keel-bulkheads; means for attaching said keel-bulkheads to said keel; a flange-keelsou; continuous port and starboard web-plates transverse keelson bulkheads; hold floor plates; and means, respectively, for attaching said keelson-bu l kheads to said flange-keelson port and starboard Web-plates and hold-floor plates,
scribed.
15. Combined in a hull structure, bottomsheathing; a horizontal keel proper; a vertical Web-keelson centrally attached thereto; a horizontal flange-keelson attached to said Web-keelson; hold-floor plates; continuous port and starboard web plates attached, respectively, to said keel, flange-keelson and hold-floor plates; port and starboard keelbulkheads; superposed keelson-bulkheads; transverse side bulkheads attached, respectively, to said bottom-sheathing, port and starboard web-plates, and said hold-floor plates;
.said members being so related that the keel,
Web-keelson, flange-keelson and Web-platesall act as longitudinally-eontinuous defining members to all of the rectangular keel, keel-.
son and side bulkheads which they interrupt in series, substantially as described.
16. Combined in a hull structure, a keel having longitudinal enlargements along its side edges; bottom-sheathing plates; means for attaching said sheathing-plates to the central body and side enlargements of said keel; a vertical Web-keelsou centrally attached to said keel; a horizontal flange-keelson attached to said web-keelson (having integral longitudinal flanges along the sides thereof); longitudinally-continuous Web-plates extending from the top faces of said keel enlargements to the sustained hold-floor plates; means for attaching said web-plates to said longitudinal keel enlargements and flange-keelson flanges; hold-floor plates extending horizontally across said web-plates; and means for attaching said Web-plates to said hold-floor plates, substantially as described.
17. Combinedin ahullstructure, a horizontal keel, a Web-keelson, and port and starboard Web-plates all vertically attached to said keel; a flange-keelson attached to said Web-keelson and parallelizing said keel; rectangular keel bulkheads; means, respectively, for attaching said keel-bulkheads to i said keel, web.- plates, flange-keelson and Web-keelson superposed keelson-bulkheads;
means, respectively, for attaching said keelson-bulkheads to said flange-keelson and webplates; side bulkheads; bottom-sheathing; side keelsons attached to said bottom-sheathing; means, respectively, for attaching said side bulkheads to said bottom-sheathing, side keelsons and web-plates; hold -floor plates closing over the tops of said side keelsons, side bulkheads, Web-plates and superposed keelson-bulkheads; and means, respectively, for securing said hold-floor plates to said side keelsons, side bulkheads and superposed keelson-bulkheads, substantially as described.
18. Combined in a hull structure, a keel, a vertical Web-keelson and port and starboard vertical web-plates parallelizing said webkeelson, all perpendicularly attached to said keel; a horizontal flange-keelson parallelizing said keel; rectangular keel-bulkheads lying between the foregoing members so as to transversely define the keel-compartments; hold-floor plates closing over the tops of said Vertical web-plates superposed keelson-bulkheads transversely defining the central compartments; and a bottom-sheathing, substantially as described.
19. Combined in a hull structure, a floorrib, comprising vertical floor-rib plates; bottom-sheathing attached to the bottom of said floor-rib plates; andhold-floor plates attached to the tops of said floor-rib plates, in such manner that said sheathing-plates and holdfloor plates become, respectively, the flangeplates to said floor-rib plates, integrating the same so as to render the structure sectionally equivalent to a box-girder of similar depth and parts, substantially as described.
20. Combined in a hull structure, paired vertical floor-rib plates; bottom-sheathing; calk-angles uniting said floor-rib plates to said bottom-sheathing longitudinal keelsons; calking-plates; keelson-angles uniting said keelsons to said calking-plates; and rib-angles uniting said keelsons and said floor-rib plates to each other and to said keelson-angles, substantially as described.
21. In a hull structure, a keelson comprisinga central web-plate, combined with a calking-plate secured to the said web-plate, and sheathing secured to said calking-plate, substantially as described.
22. In a hull structure, a keelson comprising acentral web-plate, combined with a calking-plate secured perpendicularly to the bottom of said web-plate; bottom-sheathing secured to said calking-plate; hold-floor plates; means for attaching said Web-plate to said calking-plate, and means for attaching said hold-floor plates to said web-plate, substantially as described.
23. In a hull structure, a keelson comprising a vertical, central web-plate, combined With a longitudinallycontinuous calkingplate; keelson-angles secured to said calkingplate; hold-floor plates; floor-angles for securing said hold-floor plates to said webplates; a floor-rib intersected by said webplate; and rib-angles uniting said floor-rib to said web-plate, substantially as described.
24. In a hull structure, a floor-rib; a deckbeain and a gussetinterjectionally combined therewith to form an angular juncture, sub-- stantially as described.
25. In a hull structure, duplex floor-ribs; duplex deck-beams; and flanged duplex gussets; combined interjectionally to form angular junctures therewith, substantially as described.
26. Combinedinahullstructure,floor-ribs; deck-beams; gussets interjectionally joining said floor-ribs and deck-beams; and waterline armor-plates overlying the gussets at the junctures, substantially as described.
27. Combined in a hull structure, floor-ribs; deck-beams; gussets interjectionally joining said floorribs and deckbeams; backingplates; overlying Water-line armor-plates; and rivet connections, substantially as described.
28. Combined in a hull structure, floor-ribs; deck-beams; means for directlyaud interjectionally connecting said floor-ribs, and deckbeams; and Water-line armor-plates overlying the junctures, substantially as described.
29. Combinedin ahullstructure, floor-ribs; deck-beams; angular gussets for directly and interjectionally connecting said floor-ribs and deck-beams; and water-line armor-plates overlying their junctures', substantially as described.
30. Combined in ahull structure, hold-floor plates; floor-ribs; gussets attachedv to said floor-ribs, a longitudinally-continuous backing-plate attached to and uniting said gussets in series; water-line bulkheads attached to said hold-floor plates and secured transversely to and between the webs of said gussets; and means for securing said water-line bulkheads to said backing-plate, substantially as described.
31. Combined in ahull structure, hold-floor plates; floor-ribs; gussets attached to 7 said floor-ribs; a longitudinally-continnous backing-plate attached to and uniting said gussets in series; water-line bulkheads attached to said hold-floor plates and secured transversely to and between the webs of said gussets; means for securing said water-line bulkheads to saidbacking-plate; and deck-beams attached to said gussets substantially as described.
32. Combinedin ahull structure, hold-floor plates; floor-ribs; gussets, each comprising a vertical web having top and bottom extension-flanges plane therewith and side flanges perpendicular thereto; a longitudinally-continuous backing-plate attached to said perpendieular side flanges of said gussets and uniting said gussets in series; water-line bulkheads attached to said hold-floor plates and secured transversely to and between the vertical webs of said gussets; means for securing IIO in series; water-line bulkheads attached-to said hold-floor plates and secured transversely to and between the webs of said gussets; means for securing said Water-line bulkheads to said backing-plate; deck-beams attached to said gussets; and water-line armor-plates angularly overlying said backing-plate, substantially as described.
34. Combined in a hull structure, floor-ribs; gusset's attached to said floor-ribs; a longitudinally-continuous backing-plate attached to and uniting said gussets in series; deck-beams attached to said gussets; bottom-sheathing attached to said floor-ribs andsaid backingplate; water-line armor-plates attached to said backing-plate and deck-arm or attached to said backing-plate and deck-beams, sub
stantially as described.
35. Combined in a hullstructure, floor-ribs; gussets attached to said floor-ribs; a longitudinally-continuousbacking-plate attached to and uniting said gussets in series; deck-beams attached to said gussets; water-line bulkheads attached to andbetween said gussets and to said backing plate; bottom sheathing attached to said floor-ribs and said backingplate; Water-line armor-plates attached to said backing-plate; and deck-armor attached to said backing-plate and deck-beams, substan tially as described.
36. Combined in a hull structure, floor-ribs; gussets attached to said floor-ribs; a longitudinally-continuous backing-plate attached to and uniting said gussets in series; deck-beams attached to said gussets; hold-floor plates attached to said-floor-ribs; Water-line bulkheads secured to said hold-floor plates, and attached to and between said gussets and to said backing-plate; bottom-sheathing attached to said floor-ribs and to saidbacking-plate; waterline armor-plates attachedto said backing- .plate; and deck-armor attached to said backing-plate and deck-beams, substantially as described.
37. In a hull structure, a deck-beam consisting of duplex parallel bulb-angles in close proximity to each other, with their bulbs facing reversely; combined with deck-sheathing;
and means for attaching said deck-beam to said sheathing, substantially as described.
38. In a hull structure, a deck-beam consisting of duplex parallel bulb-angles having their bulbs facing reversely (adapted to be attached to the deck-sheathing at such determinate distance apart as shall render their combined effect substantially equivalent to that of a box-girder of similar depth and weight) combined with deck-sheathing and means for attaching said deck-beam to said sheathing, substantially as described.
39. In ahull structure, a deck-stringer comprising duplex side channels and top and bot= tom plates uniting said channels; combined with supported overlying deck-beams,- substantially as described.
40. Combined in a hull structure, a deckstringer comprising duplex side channels, and bottom and top plates; means for attaching said bottom plates to the flanges of said channels; means for attaching said top plates to the flanges of said channels; and supported overlying deck-beams, substantially as do scribed.
plates; means for attaching said bottom plates to said side channels; top plates for closing the stringers; means for attaching said top plates to said side channels; and means for attaching said stringers to said deck-beams, substantially'as described. I
43. Combinedinahullconstruction,adeckframing consisting of transverse duplex deckbeams; and longitudinal deck-stringers (running substantially perpendicularly to the axes thereof) secured to, supporting and uniting said duplex deck-beams in series, substantially as described.
44. Combined in a hull construction, adeck structure consisting of transverse duplex deck-beams; deck-sheathing superiorly attached to said transverse duplex deck-beams; and longitudinal deck-stringersinferiorly attached to and uniting said deck-beams in series, substantially as described.
45.- Combined in a hull structure, decksheathing; transverse duplex deck-beams consisting ofreversely-facing bulb-angles; and
longitudinal stringersrunning perpendicuv larly to the direction of said deck-beams and attached to and uniting the same'in series, substantially as described.
46. Combined in a hull structure,.duplex transverse-supported deck-beams; longitudinal deck-stringers uniting said deck-beams and vertical columns united to said stringers-and deck beams, substantially as described.
47. Combined in a hull structure, an inwardly-inclined side keelson; columns restin g axially upon the top of said keelson; deckstringers supported by said columns, and deck-beams supported in series by said deckstringers, substantially as described.
48. Combined in a hull structure, an in-;
Wardly-inclined side keelsonycolumns rest ing upon the top of the keelson and attached
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4043285A (en) * 1976-02-25 1977-08-23 Nordstrom Immo R Container ship

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4043285A (en) * 1976-02-25 1977-08-23 Nordstrom Immo R Container ship

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