US1380141A - Lifting-dock - Google Patents

Description

T. H. HAMILTON.

LIFTING DOCK.

T. H. HAMILTON.

LIFTING DOCK. APPLICATION FILED JULY s. 1918 Patented May si, 1921 5 SHEETS-SHEET 2.

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5 SHEETS-SHEET 3.

' Patented May 31, 1921.

T. H. HAMILTON.

LIFTING DOCK.

APPL'lcATIoN FILED JULY 6. i918.

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T. H. HAMILTON.

L'IFTING DocK.

APPLICATION FILED JULY 6, 1918.

Patented May 31, 1921.

5 .SHEETS-SHEET 4.

v K 1N1/ ENToR- l BY i ATTORNEY.

W I TNESS:

T. H. HAMILTON.

LIFTING DOCK.

APPucATJoN man xuLY 6. 19m.

Patented May 31, 192

5 SHEETS-SHEET 5.

UNITED STATES THOMAS HAYDEN HAMILTON, or NEW YORK, N. Y.

c v LIFTINGr-DOCK.

Specification of Letters Patent. Patent-.ed May 31, 1921.

Application led July 6, 1918. Serial No. 243,588.

Toy all whom t may concern.'

Be itV known that l, THoiviAs HAYDEN HAMILTON, a citizen of the United States, residing yat the city of New York, in the borough of Manhattan and State of New York, have invented certainnew and useful Improvements in Lifting-Docks, of which the following is a full, clear, and eX- act description. I

MyV invention relates generally to dry docks andvparticularly to a lifting dock in which submersible pontoons move the vessel to be repaired relatively to the material platform of quays forming the dock.

My invention contemplates the use of both stationary quays which are carried to irm foundations `and floating quays which may. in such case be pontoons in themselves.

I am aware that submersible dry docks commonly known as floating dry docks are known. Such docks have several disadvantages, one of which is that in order to make them seaworthy the sides must becarried up a considerable distance from the keel. In order to reduce the distance which the dock must be submerged the vessel to be raised is positioned as near to the keel as possible. Hence the vessel in the dock is remote from the floor surface of the quays and loss of time in transporting materials to the part to be repaired is incurred. Another disadvantage is that the entire structure of the dock must be raised to dry dock the vessel. Heiice a great deal of pumping is required.

My invention, due to the` provision of means to move the vessel relatively to the quays, largely obviates the disadvantages of floating dry docks while retaining substantially all their advantages.

Other types-of dockare known in which the vessel is raised by chains, and counterweights, but such docks are only suited to raising. small vessels and even in such case subjecting the vessel to irregular stresses and strains.v l

My invention further contemplates partly balancing thel dead weight of the pontoonsy so that a minimum of pumping is required and the provision of means to automatically control the evacuation of water from the pontoons so that they gradually assume such relative positions as to finally have their surfaces in substantially the saine plane despite the fact that `some of the pontoons maybe Ycarrying a heavier load than others.

Vessels whichare to be dry-docked usually enter such docks without vany cargo in the hold. As most vessels are designed so as to float nearly horizontal when in cargo, a veshasthe bow in a relatively higher position with respect to the other portions than when in cargo. This is particularly true of some forms of cargo carriers in which the engine and boilers are located at they stern` to be dry-docked upwardly to a substantially horizontal position is yof importance, otherwise the vessel would be subjected to undue stresses and strains and an irregular working platform caused bythe difference in elevation of the pontoons would result. The structure disclosed in my` present application archieves this result in a substantially automatic manner. y

The drawings accompanying this specification and forming part thereof, illustrate one embodiment of my invention. i

Figure l shows a top plany diagrammatic view of the dock and its appurtenances with a vessel shown by dotted lines in position; Fig. 2 shows a longitudinal section of Fig. l; y

Fig. 3 is a transverse section of the dock;

Fig. el is a side elevation of some of the elcments'shown in Fig. l, partly in section;

Fig. 5 an enlarged fragmentary detail view of some of the elements shown in Fig. 3; Y

Fig. 6 is an enlarged view of someof the elements shown in Fig. 5;v

Fig. 7 is an enlarged top plan view of some of the elements shown in Fig. 4;

Fig. 8 is an enlarged detail view of somer of the elements of the electrical control apparatus shown in Fig. 5; v v

Fig. 9 is an enlarged fragmentary elevation l of some of the elements shown in Fig. 8;

of the nis'm;

Fig. 1l is a detail view of some of the elements shown in Fig. 7 partly in section. y

Referring to the drawings, a dock indicated in its entirety by 10 is either located in a suitable excavation on the shore and having its bottom a suitable distance lbelow high water mark, or it may be of the ioat 10 is a diagrammatic representation wiring and electrical control mecha-L ,60 sel to be dry docked e., empty), usually y ing type, submerged to a suitable distance. The dock 10 comprises relatively stationary quays 11, 12 and 13, forming an inclosed water basin in which submersible pontoons, which will be described hereinafter, operate. Thetop of the quays provides the necessary floor room for tools and materials required to make repairs to the vessel in the dock. The quays 11 and 12 are each pro-vided with a suitable channel or chase in which are located rotatable shafts 14 and 15, each supparted 'by suitable bearings and having bevel gears 16 and 17, respectively, secured to their rear ends. rlhe quay 13 is also provided with achannel or gutter in which is located a shaft 18 suitably supported in bearings and provided with bevel gears 19 and 2() at each end thereof, which mesh respectively with the bevel gears 16 and 17. The three shafts 14, 15 .and 18 operate in unison and any movement imparted to shaft 14 will be transmitted to shaft 15 and vice versa. A plurality of sprocket wheels 21 are secured to each of the shafts 14 and 15, and, with corresponding sprocket wheels and appurtenances which will be described,

form part of the electrical pump control apparatus for regulating the rise and fall of the pontoons. A plurality of towers 22, preferably of skeletonized construction, are located on each of the quays 14 and 15, in spaced relation so as to provide convenient passageway for the materials and machinery to be used in repairing the vessel. Each of these towers is placed over one of the sprocket wheels 21 and carries a grooved pulley `23 supported in suitable bearings.

The pulleys 23 are preferably located to project beyond the face of the quay and tower and each carries a cable 24 having one end connected to a counterweight 25 adapted to operate within towers 21, and the other to pontoons in a manner to be described. The location of the pulleys with respect to the quays and towers 21 permits the stretch of cable secured to the pontoon to have a free fall. The counterweights 25 are of any shape, preferably rectangular, and are each provided on one face with a guideway 26 having grooves in which a plate 27 secured to a rheostat 28 slides. The rheostat 28 may be of any suitable construction, as for eX- ample a rheostat comprising a plurality of helical coils of high resistance wire serially connected with each other. A bracket 29 is secured to each counterweight and carries an adjusting screw 30 adapted tol vertically move the rheostat 28 relatively tothe counterweight 25. A bracket 31 having a guide ring 31 is secured to the counterweight 25. The guide ring 31 surroundsy and-guides a chain to be described, and 'is provided with a stop pin 32 tov lock the chain to the bracket. Each tower 22 is provided near its upper end with a sprocket wheel 33 positioned in the same plane as one of the accompanying sprocket wheels 21 A sprocket chain 34 passes over sprocket wheel 33 and its accompanying sprocket-.wheel 21 located on either shaft 14 or 15. Each chain 34 carries on one stretch a contact element, indicated in its entirety by 35, which comprises a contact shoe 36 and a contact point 37. The contact point 37 is adapted to bear on the resistance wire of the rheostat 28, while contact shoe 36 is adapted to bear on an electried contact rail 38. One of the chains 34 is further provided with a weight 39 located on the stretch opposite to which the contact element 35 is secured and of sufficient mass to overbalance the contact elements 35 of all the chains and normally tending to move these elements upwardly. A stop collar v39 is secured toone of the chains 34 and is adapted to abut against the guide ring 31 of the bracket 31 and thus limit the upward movement of the contact element so that it remains near the rheostat. T he contact rail 38 is connected by a wire 40 to main electrical supply wire 41 and forms with the contact' element 35 and rheostat 23 one part of an electrical circuit. A plurality of submersible pontoons 42, preferably of equal displacement capacity, are located in the dock. 10 and are adapted to submerge in the water basin formed by qu'ays 11, 12 and 13, and, when totally submerged, are adapted to rest on the bottom ofthe dock. Each pontoon may be and preferably is provided with a transverse wall 43 and a longitudinal wall 44, dividing it into foursubmerging compartments. In case one pump is provided for each pontoon the compartments communicate with eachV other, whereas if more than `one pump is used for a pontoon, as will be usual, adjacent pairs of compartments may communicate. 'Any number of walls may be provided dividing the pontoon into any number of compartments, which may communicate with each other in any suitable manner, as will readily suggest itself. The top of each pontoon is provided with a suitable number of keel blocks 45 and bilge blocks 46 adapted to support the vessel to be raised in an elevated position so as to permit working underneath. Each pontoonv 42 has an intake flume or flumes 47 located in its upper portion for flooding the compartments of the pontoons and has one end preferably eX-Y tending beyond the outer wall of the pontoon. This intake flume 47 is provided on its inwardly projecting end with a pair ofl vertically extending jaws 48 provided yon their opposed faces with a plurality of upwardly inclined rack teeth 49. A verticallyV slidable sluice valve 50 is located in the flume 47 and is adapted to move between the vertically extending jaws and vary the effective orifice of the flume. The sluice valve' 50 is provided with a plurality of ears 51 having pivotally secured thereto a plurality of hooks52 having their bills 53 oppositely disposed and connected at 4their upper ends 'by a toggle joint 54. A light cable or rope leg and pivotally supported in a bracket 60 secured to one wall of the pontoon'. When the ball float 59 descends itfmoves the rod 56 and its accompanying valve`5() upwardly, which hangs by thev hook bills 53 on the rack teeth until released. Each pontoon 42 is provided at any convenient point with an orifice 60" preferably located in the same horizontal plane as the orifice of fiume 47. A anged intake flume'60a isl secured to the portion and is concentrically located with respect to the oriiice 60. The flume 6()a is provided with a transverse gate box 60b similar to that provided for gate valve 67 (shown in Fig. 6). A gate valve 60 is adapted to slide vertically in the box' 601 and is independentlycontrolled for the purpose of permitting watertov enter the pontoons so that they may sink at equal speeds until the water rises above the keel blocks and begins to buoy the` vessel. The gate valve 60 may be raisedand lowered in any convenient manner, for e-xample, by a light cable 60c (similar to cable 68) secured to its upper end. Obviously other types of gate might be used to close the orice, for example, a hinged gate. A pair of towers 61, preferably of skeletonized construction, are located onthe upper wall of each pontoon and on opposite sides thereof and extend upwardly a sufficient distance so that a top platform constituting a quay 62 is, out of water when the pontoons are totally submerged.l Two motors 63 and 64 are located on this platform 62. A shaft 65 of the motor 63 is either directly or through suitable reducing gears connected to a bilge pump 66 located at the lower end of the A pontoon. 4 The pump- 66 is adapted to expel the water from the compartments of the pontoons. A gate valve 67 is located in a suitable casing in the intake flume and is connected by a rod 68 with the motor 64 in any convenient manner, for example, by a rack as 68 actuated by a pinion on the shaft of motor 64. The gate valve is adapted to close the intake flume during the raising of the vesseland to remain open during the operation of :submerging f thel pontoons. The motor 64 raises the gate valve 67 when operated. rA wire 169 connects one end of the series of resistance'coils of the rheostat 28 with a 4switch contact point 70, 'while va wire 71 .connects the other `end of theseries of resistance .coils of the rheostat 28 with a contact point 72, vsimilar to point 70. A pivotally mounted switch blade 73 has one end connected with a wire 74 which connects it with motor r63, while the other end of the blade is `adapted to contact witheither one of the contact points l or 72. A wire 75 connects the motor 63 with a feed main 76. VVhenthe switch is in the position shownin full in Fig. 10, the circuit is closed through the' series of resistance coils between the contact point 37 :and the lower end of the rheostat, and thence through motor 63, while if the switch blade is in Contact' with the point '72 the circuit is completed through the series of resistance coils at the upper part of the rheostat 28. Hence, for any/given position of the contact point 37 the shifting of the blade 73. will close the circuit through yeither high or low resistance and thus vary the speed of the pumps 66. Y

In the operation of my device, the pon-y toons 42 being flooded and preferably totally submerged, a vessel to be repaired is' floated over them. All the valves of the pontoons are then closed. 1f the pontoons are resting on bottom of Vdock 10, as will be necessary when a vessel of the maximum draft capacity of the dock is to enter it,fthe counter-- of the vessel, z'. e., the heaviest part, rises slower as it is lifting a portion of the vessel. The center of buoyancy of the vessel is thus shifted by these pontoons, causing the vessel to take' a more nearlyfhorizontal position. The sprocket chain under the heaviest part is then locked to the bracket 31 by clamping pin 32, thus preventing all the chains and their accompanying sprocket wheels and shafts from rotating Vexcept in accordance with the movement of the counterweight to which the chain is locked. The pontoons under the lighter portion of the vessel, however, rise more rapidly than those under the heavier portions of the vessel, and yall the counterweights 25 secured to the pontoons 42 descend in the towers 22, those secured to pontoons under the lighter part of the vessel descending more rapidly and shifting their accompanying rheostats 28 relatively to the contact points 37 in accordance with the speed of emersion of these pontoons. The contact point 37 coperating with the rheostats28 on the counterweight 25 secured to the -pontoons under the lighter parts 'of the vessel thus includes more resistance coils of.

the rheos'tats in the electrical circuit, reducing the speed of the pump motor 63 and the bilge pumpv66 and the expulsionr of water from'the pontoons, while theipumps ofA the pontoons under the heavier parts Iof the, vessel are operating at a higher rate of speed` and maintaining a higher rate of evacuation of water. In this way the rate of evacuation of the water from the pontoons is automatically regulated, bringing the surfaces of the pontoons to substantially thesame plane.

When the pontoons carrying the vessel arein their raised position and it is desired to lowerthe vessel, the gate valve 60 is opened, permitting lsubstantially equal 'quantities of water tol enter the compartments of the pontoons and causing themv to sink at the same rate. When the keel and bilgeblocks are submerged the buoyancy of the vessel 'starts to exert an effect. Ithen close valves 60 coveringv orifice 60 and open gate valves 67. As less water has been pumpedv from some ofthe pontoons in raising the vessel than from others, the ball iioats will be atl ldifferent positions, opening sluice valves 50 to a varying degree, z'. e., the sluice valve 5() of the bow pontoons, from which'but little water has been pumped, is closed or nearly closed, while the sluice valves of the pontoons under the heavierpart of the vessel having their water almost all pumped out are open, hence the water enters these por# tions more rapidly and they sink more rapidly than the other portions. In order to overcome any irregularity in the sinking I release the chains 34 and the weights 39 carry the contact elements 35 upwardly; I then kadjust the rheostat 28 so that the contact points 37 bear on the upper end of the coils of the resistance wire. I reverse the resistance of the rheostats by moving switch blade 73 to the contact point 7 2, z'. e., opposite to that employed when rising, andlock the chain 34 of the pontoons under the lightest part of the vessel to its counterweight. As

some of the pontoons, as above stated, may

. I claim:

l. In a lifting dock, the combination of submersible pontoons, individualmeans to evacuate the water from said pontoons, and

quays, which maybe pontoons in themselves.

automatic regulating mechanism for each evacuating means whereby the rate of evac- 1 uation is proportional to the weight sup. ported on each pontoon. Y

.2. In a lifting dock, the combination of submersible lifting pontoons, individual means for evacuating the water fromy said pontoons, and 'automatic means controlled by the degree of. emersion of each pontoon for regulating the rate of evacuation of it by the individual evacuating means,

3. In a lifting dock the combination ofL submersible lifting pontoons, electrically operated means for evacuating the water from each pontoon, and automatic means controlled by the degree of emersion of each pontoon for regulating the rate of operation of the evacuatingV means.

4. In a lifting dock the combination of submersible ,liftingV pontoons, electrically controlled means for evacuating the water from each pontoon, means controlled by the degree of emersion of each pontoon, for varying the controlling means and thereby the .rate of operation of the evacuating means. ,t

.5. In :a liftingdock, the combination of submersible lifting pontoons, electrically controlled means for evacuating the water from' each pontoon, a relatively fixed support adjacent the pontoons, regulating means for the first mentioned means comprising two parts, one of which is connected to move with the pontoon and the other of which is adjustably ycarried by thesupport.

6. VIn a lifting dock, the combination of submersible lifting pontoons, individual means for evacuating the water from each pontoon, a regulating mechanism for each ofthe above means comprising two relatively movable parts, kconnections between one part of each mechanism and its pontoon whereby movement of the pontoon moves its part proportionally, means connecting all the other parts of said mechanism for movement together, and means for connecting the said connecting means to one pontoon.

7 In a liftingdock, the combination of submersible lifting pontoons, individual means for evacuating the waterfrom each pontoon, a-regulating mechanism for each of the above means comprising two relatively movable parts, connections between one partV of each mechanism and its pontoon whereby movement of the pontoon moves its part proportionally, means connecting all the other parts of said mechanism for movement together, and means for selectively connecting the said connecting means to any pontoon.

8. In a lifting dock the combination of submersible lifting pontoons, a support adjacent the pontoons, counterweights mounted for movement on said supports and connected to each pontoon, individual means for evacuating the water from each pontoon, regulating mechanism for each evacuating means comprising two relatively movable parts, one of which is carried by each counterweight, means for adjusting said parts on the counterweights, means for connecting all the other of said parts for movement together, and means for connecting the last named means to one pontoon.

9. In a lifting dock the combination of submersible lifting pontoons, a support adjacent the pontoons, counterweights mounted for movement on said supports and connected to each pontoon, individual means for evacuating the water from each pontoon, regulating mechanism for each evacuating means comprising two relatively movable parts, one of which'is carried by each counterweight, means for connecting all the other of said parts for movement together, and means for selectively connecting the last named means to one of said pontoons.

10. In a lifting dock the combination of submersible lifting pontoons, individual electrically operated means for evacuating the water from each pontoon, regulating mechanism for each of said means including a rheostat, means controlled from each pontoon for operating its rheostat, and means selectively connectible to any one pontoon, for also operating a plurality of said krheostats simultaneously.

11. In 4a lifting dock, the combination of a plurality of submersible pontoons of equal size normally supporting an f object of greater weight at one end in a horizontal position, means for automatically controlling the influx of water into each pontoon when sinking the pontoons to float the object, whereby the object is lowered uniformly at both ends, said means including ate the water from said pontoons, and automatic means to regulate the evacuation in each pontoon at a rate proportional to the weight supported on the pontoon.

18. In a lifting dry dock, the combination of stationary quays surrounding a water basin, submersible pontoons-in said basin, means carried by said piers to balance the pontoons, and means coperating with the balancingmeans to evacuate each of said pontoons at a rate directly proportional to the weight supported on the pontoon.

14. In a lifting dry dock, the combination of piers forming a basin, pontoons in said basin, towers on said piers, counterweights carried by said towers to balance the pontoons, and means controlled by said counterweights to regulate the movement of the pontoons.

15. In a lifting dry dock, the combination of piers forming a basin, pontoons in said basin, towers on said piers, counterweights carried by said towers to balance the pontoons, an adjustable rheostat carried by each of said counterweights, motor actuated pumps for each of said pontoons, electrical connections between said rheostat and the pumps to regulate the evacuation of the pontoons.

16. In a lifting dry dock, the combination of quays forming a basin, pontoons in said basin, towers on said quays, counterweights carried by said towers to balance the pontoons, an adjustable rheostat for eachy of said counterweights, pumps for each of said pontoons to expel the water therefrom, kan adjustable point contacting with said rheostat and an electrical circuit including the actuating means for said pumps and the rheostat.

In witness whereof, I subscribe my signature.

THOMAS HAYDEN HAMILTON.

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