CA1158103A - Icebreaking apparatus - Google Patents
Icebreaking apparatusInfo
- Publication number
- CA1158103A CA1158103A CA000340010A CA340010A CA1158103A CA 1158103 A CA1158103 A CA 1158103A CA 000340010 A CA000340010 A CA 000340010A CA 340010 A CA340010 A CA 340010A CA 1158103 A CA1158103 A CA 1158103A
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- ice
- screw
- vessel
- layer
- screws
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Abstract
ABSTRACT
An ice-resistant ocean structure comprising in combination a. vertical support means having one or more vertical members, b. one or more screw means rotatably mounted on one or more of said members, wherein the axis of said member and said screw means are congruent or parallel, c. means for rotating said screw means, d. helical blade means on said screw means so adapted and constructed as to move ice abutting said member to fail said ice in flexure.
In its most generic aspect the invention herein can be viewed as comprising structures having improved ice-contacting means for heavy ice which is covering navigable water. These structures act upon the ice, causing the ice to fail in flexure. Processes based on such means are also within this generic concept. The preferred ice-contacting means is a screw means having a relatively large length-to-diameter ratio. However, for some embodiments of the invention, other types of ice-contacting means are satisfactory.
In another aspect, the invention provides a method of protecting an ocean structure having a vertical support member from the force of ice floes which comprises providing such member in contact with said ice floes with a vertically mounted screw means having a. a helical blade means, b. rotating said means wherein said blade engages said ice floes in either a lifting or depressing mode thereby causing said floe to fail in flexure.
An ice-resistant ocean structure comprising in combination a. vertical support means having one or more vertical members, b. one or more screw means rotatably mounted on one or more of said members, wherein the axis of said member and said screw means are congruent or parallel, c. means for rotating said screw means, d. helical blade means on said screw means so adapted and constructed as to move ice abutting said member to fail said ice in flexure.
In its most generic aspect the invention herein can be viewed as comprising structures having improved ice-contacting means for heavy ice which is covering navigable water. These structures act upon the ice, causing the ice to fail in flexure. Processes based on such means are also within this generic concept. The preferred ice-contacting means is a screw means having a relatively large length-to-diameter ratio. However, for some embodiments of the invention, other types of ice-contacting means are satisfactory.
In another aspect, the invention provides a method of protecting an ocean structure having a vertical support member from the force of ice floes which comprises providing such member in contact with said ice floes with a vertically mounted screw means having a. a helical blade means, b. rotating said means wherein said blade engages said ice floes in either a lifting or depressing mode thereby causing said floe to fail in flexure.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention The present invention pertains to a fixed platform located in an ice covered body of water to resist the lateral forces exerted on it by a layer of ice to either remain on station or to move through the ice cover. In co-pending Application No. 278,011, filed May 9, 1977, of which this application is a division, there is disclosed an apparatus of this type for enabling a floating vessel, eg. a ship to fail ice in front of said vessel.
1. Field of the Invention The present invention pertains to a fixed platform located in an ice covered body of water to resist the lateral forces exerted on it by a layer of ice to either remain on station or to move through the ice cover. In co-pending Application No. 278,011, filed May 9, 1977, of which this application is a division, there is disclosed an apparatus of this type for enabling a floating vessel, eg. a ship to fail ice in front of said vessel.
2. Description of the Prior Art When drilling or producing oil offshore, it is essential that the structure from which such operations are conducted stays in position over the wellbore. In the more northern and southern climates of the world, winter brings on freezing weather causing large ice layers to form on the bodies of water. Due to winds, tides and currents, these ice layers tend to move. Sometimes the forces present in these moving ice layers are capable of overturning fixed structures and oftentimes are sufficient to force floating vessels off location. To avoid these accidents and interruptions, it is necessary somehow to decrease the magnitude of the lateral forces of the ice layer acting on the offshore structures. Other than designing a fixed structure to withstand the expected ice layer forces, the apparent solution is to break and clear the ice surrounding the structure.
For fixed structures, proposed methods of breaking and clearing the ice have included mounting cones on the structure's support members to force the ice sheet to bend and fail as it moves against the cone's inclined surface, melting the ice layer around the structure, and milling
For fixed structures, proposed methods of breaking and clearing the ice have included mounting cones on the structure's support members to force the ice sheet to bend and fail as it moves against the cone's inclined surface, melting the ice layer around the structure, and milling
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1 the ice layer with ice cutters into relatively small pieces. Many of 2 these proposed methods could be adapted for use by a floating vessel, 3 with the ice milling method being advanced as the most promising. Yet,
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1 the ice layer with ice cutters into relatively small pieces. Many of 2 these proposed methods could be adapted for use by a floating vessel, 3 with the ice milling method being advanced as the most promising. Yet,
4 energy requirements for ice milling are expected to be extremely high and the technical and economic feasibility of this approach is by no means 6 certain. Therefore a need exists for a practical system that will 7 economically allow offshore structures to resist the lateral forces of 8 moving layers of ice.
9 Systems for chipping ice are described in U.S. 3,768,428, and U.S. 3,888,544. A system for actually cutting ice is described in U.S.
11 3,921,560.
12 The device of U.S. 3,921,560 for cutting ice is located on the 13 bow of a ship whereby the cutting member is a rotary, horizontally-14 mounted, helicoidal member.
Furthermore, it is known that screw devices of certain design 16 can be used for supplying the propulsion force for a vessel whereby the 17 screw is located below the surface of the water. This is illustrated by 18 Hoke U.S. 2,806,441.
19 In addition, Ellis U.S. 1,482,511 shows a plurality of endless chains with ice scraping and breaking teeth mounted on the bow of the 21 boat.
22 It is mentioned in U.S. 3,667,416 that the art is familiar with 23 "Ships having a stem with a slope from the front to the rear, which 24 permits the bow of the ship, again by the action of the propulsive force, to mount on the ice which is broken by the effect of the weight of the 26 ship." Nothing is said, however? with respect to assisting the ice 27 breaking bow of the ship to rise up (ride) on the ice by using dragging 28 or pulling means in order to utilize the weight of the ship more effectively 29 in combination with the propulsive force of the ship. ~or is anything said with respect to utilizing dragging or pulling means, without other 1 ~58103 1 propulsive force, to urge the ice-breaking bow of a ship to mount upon 2 the ice layer.
3 Canadian 1,011,605 published 6/7/77 4 discloses an ice breaking hull with support means mounted on a pontoon-shaped forecastle which means bear on unbroken 6 ice.
7 Also, no references are known which are relevant to the embodiment 8 utilizing a vertically oriented screw means to protect a vertical member 9 at an approximately 90 angle to an ice layer.
BRIEF DESCRIPTION OF THE DRAWINGS
11 FIGURE 1 is a schematic top view of the bow of an ice breaker-12 shaped vessel outfitted with apparatus of the present invention.
13 FIGURE 2 is a schematic elevation view of the bow of the 14 vessel depicted in FIGURE 1.
FIGURE 3 is a cross-section of the journal boxes and gear box 16 as used to support and drive the screws depicted in FIGURES 1 and 2.
17 FIGURE 4 is a schematic elevation view of a gravity founded 18 drilling platform outfitted with apparatus of the present invention.
19 FIGURE 5 is a partial cross-section of the screw sleeve and gear box of the gravity structure depicted in FIGURE 4 and the floating 21 or fixed platform depicted in FIGURE 6.
22 FIGURE 6 is a schematic elevation of the deck and upper support 23 columns of a floating or fixed platform outfitted with apparatus of the 24 present invention.
FIGURE 7 is a cross-section of the screw sleeve and blade of a 26 fabricated screw.
27 FIGURE 8 is a plot of vessel resistance and horsepower versus 28 th& rotational speed of the screws.
29 FIGURE 9 is a plot of screw and propeller horsepower versus the rotational speed of the screws.
1 ~8103 SUMMARY OF THE INVENTION
In its most generic aspect the invention herein can be viewed as comprising structures having improved ice-contacting means for heavy ice which is covering navigable water. These structures act upon the ice, causing the ice to fail in flexure. Processes based on such means are also within this generic concept.
The preferred ice-contacting means is a screw means having a relatively large length-to-diameter ratio. However, for some embodiments of the invention, other types of ice-contacting means are satisfactory.
Thus, the present invention provides an apparatus for breaking a layer of ice on a body of water comprising:
a. a bottom founded structure positionable in the body of water;
b. a screw, formed by a sleeve positioned around a leg of said structure and a continuously-smooth helical blade affixed to said sleeve, said blade having a depth selected to interact with the ice layer and a pitch length greater than the thickness of the ice to be broken, said screw journaled at a multiplicity of points along its length to said leg of said structure, said screw being oriented in a manner to enable contact with the ice layer along the side of said screw, such that when rotated at an appropriate speed said blade will develop a tract-ional force tending to move said structure vertically with respect to the ice layer and thereby impose a bending moment on the ice layer; and c. means for rotating said screw.
1 1~8103 .
SUMMARIZED ANALYSIS OF INVENTION
I. The Longitudinal Dimension Subgenus The screw means acts upon the ice by contacting it in two basic modes. In one mode the screw means contacts and grips the upper portion of the ice along the longitudinal dimension of said screw means to impart a dragging or pulling motion to a structure associated with said screw means.
II. The Transverse Dimension Subgenus In the second mode, the screw means contacts said ice in the transverse dimension of said screw means, essentially along the side of an ice mass to impart a lifting or depressing motion to said ice mass.
III. Analysis of Dongitudinal Direction Embodiments and Species A. In the longitudinal catagory, there is included:
Vessels designed to remain on station.
Floating vessels designed to move through ice floes.
Floating vessels capable of both of said above characteristics.
B. The floating vessels above may be . propelled by screw means alone, . propelled by screw means in combination with auxiliary propulsion.
-6a-` 115~103 1 C. The auxiliary propulsion may be 2 . self-contained in the vessel, 3 . supplied by a source extrinsic to the vessel, (e.g. a 4 pusher tug boat.) D. The screw means will have a relatively high length-to-6 diameter ratio and will comprise:
7 . One or more independently mounted screws on said 8 structure.
9 . Preferably two screws; one mounted on each side of the front of said vessel.
11 E. The screw means will be mounted in a direction roughly 12 parallel to the longitudinal axis of the vessel at a selected angle 13 measured from the horizontal formed by the surface of the water on which 14 the vessel floats.
F. The vessel will have a bow constructed to facilitate 16 mounting the top of an ice layer.
17 G. In addition to screw means, other dragging or pulling 18 means such as chain means can be used to drag or pull the vessel with 19 such bow upon the top surface of the ice to cause its failure in flexure.
IV. Analysis of Transverse Dimension Embodiment 21 A. Generally floating or stationary structures, e.g. platforms 22 having support members) e.g. legs in a generally vertical direction with 23 respect to the water surface.
24 B. Screw means journaled about such legs.
C. Ice masses contact the screw in its tranverse dimension 26 and thereby, depending on the direction of rotation, will be either lifted 27 or depressed by the screws blades as a result of such rotation.
29 The present invention in its preferred vessel embodiment alleviates the problems outlined above and provides means, preferably 1 1~8 1 03 1 screw means, to enable a floating vessel to either remain on station 2 resisting the lateral forces generated by moving ice layers or to move 3 through the ice layer by operating in a unique ice-breaking mode.
4 As an alternate embodiment a fixed structure is provided with vertically oriented screw means to resist the substantially horizontally 6 directed force of ice layers. Power means for rotating said screw means 7 is also included.
8 The present invention in a generic sense comprises the use of 9 suitable ice contacting means, especially screw means, suitably positioned on a floating or fixed structure at the water's surface to contact an 11 adjacent ice layer at various preselected angles in order to move a 12 structure, e.g. vessel, through an ice layer, or permit a structure, e.g.
13 platform, to withstand the movement of large ice masses against said 14 structure along the side of the screw means.
For the vessel embodiment, when rotated at suitable velocity, 16 the screw means will interact with an adjacent ice layer and develop a 17 tractional force tending to move the vessel upon the top of the ice 18 layer and thereby permit the weight of the vessel to impose a bending 19 moment on the ice layer until it fails in flexure. The ice breaking means of the present invention, in operation, breaks ice layers into 21 much larger ice fragments than the milling processes of the art and 22 therefore consumes much less energy than the art devices and achieves 23 results not hitherto achievable.
24 For application of the present invention to ships or barges, in its preferred embodiment a pair of screws are mounted on the bow, one 26 on either side. They are constructed and arranged to achieve an orienta-27 tion so that when rotated, they pull the ship's bow up onto an adjacent 28 ice layer. The bow is designed to be of the ice mounting type. This 29 additional load from the bow causes the ice underneath to bend downward and fail.
1 ~5~1()3 1 Continued rotation of the screws will facilitate the clearing 2 of the broken pieces of ice out of the path of the vessel and under or above 3 the adjacent ice layer.
4 The present invention can be used not only to assist a vessel in moving through an ice covered body of water but also as to enable a 6 vessel to remain on a preselected location or station without being 7 displaced by moving ice masses or floes.
8 In a preferred fixed structure embodiment of the invention, 9 the screws are located around and journaled to vertically located support members. For a semisubmersible structure embodiment, the screws are 11 located around and journaled to its legs. As the screws on these structures 12 are rotated, the blades will either lift an adjacent ice layer or force 13 it downward, depending on the direction of rotation of the screw.
14 Bending of an ice layer will cause it to fail in flexure near the structure and thereby protect the structure from the force of the ice mass.
16 Embodiments of the present invention enable an offshore structure 17 or vessel to remain on station resisting the lateral forces of a moving 18 ice layer or in the case of the vessel to move through the ice layer by 19 breaking the ice layer into pieces.
In another embodiment of the invention ice breaking barges can be 21 outfitted with a single or double screw in their bow. Propulsion can be 22 supplied by exterior power sources (e.g. pusher tugs) or by power integrally 23 located in the stern.
24 The apparatus of the present invention will therefore be seen to offer significant advantages over systems existing heretofore.
26 Briefly, the present invention comprises screw means rotatably 27 mounted on a structure or vessel which is designed to be positioned 28 within an ice covered body of water and a means for rotating the screws.
29 As the screw means are rotated, they will interact with the ice layer causing it to bend and eventually fail in flexure.
11~8103 1 The application of the present invention to an ice breaker-2 shaped vessel is depicted in FIGURE 1 and 2. FIGURE 1 is a top view 3 and FIGURE 2 an elevation view of the conventional bow 21 of a conven-4 tional icebreaking (by mounting the ice) vessel 20 equipped with the apparatus of the present invention.
6 As depicted in FIGURE 1, a screw 1 is disposed on each side 7 of the bow. Each screw 1 is comprised of a helical blade 2 affixed to 8 a shaft 3. For use on an ice breaker vessel, it is anticipated that 9 screws of the size needed could be either cast or forged. The entire screw might be formed at once or sections of the screw, perhaps one 11 pitch in length, could be formed and then welded together. The optimum 12 combination of screw pitch, taper, length and blade depth for any 13 specific application will depend on many factors including the size of 14 the structure, the speed the screw is rotated, the thickness of the ice, the relative speed that the ice layer and structure are moving 16 against each other and the strength of the ice.
17 In its simplest aspect the screw means employed in the 18 present invention can be regarded as a simple machine analogous to a 19 jack or a worm in a screw rack. In fact, a screw is really an inclined plane wrapped around a cylinder. The inclined plane assumes a generally 21 helical configuration and sometimes is referred to as helicoidal.
22 A simple screw can be described as having a rotatable core 23 provided with spaced-apart continuous helical flights mounted in a 24 fixed position on said core. The flights form channels, sometimes called lands.
26 The total length of the flights or lands depends on the 27 inclination or angle of the lands and on the diameter of the core.
28 The angle of the lands is referred to as the pitch. Typically, the 29 axial length of the flights may range from 1/10 to 5 diameters of core. The length to diameter (L/D) ratio of the screw will be from 31 2:1 to 25:1 preferably 2:1 to 15:1 and most preferably 2:1 to 10:1.
1 1~8103 1 The pitch is defined as the length traversed along the longitu-2 dinal axis of the core for one complete turn of the flight or its 3 projection along the helical axis.
4 The screw may be referred to as a right-handed screw or a left-handed screw depending on the direction of the helical flights when 6 compared from their initial position.
7 The flights or lands can also be referred to as screw blades.
8 For the purposcs of this description the term blade is more appropriate.
9 Since the rotary movement of the screw causes the blades to gouge channels in the ice, which provides the grip and traction to permit 11 the rotational movement of the screw to be translated into the horizontal 12 pulling, dragging force for raising the bow of the vessel above the ice 13 layer, it is important, if needed, to provide means at the blade edges to 14 cut the ice e.g., ice cutting means. The grooves cut by the blade are referred to as traction grooves.
16 Drive units 30, mounted on board vessel 20, generate the power 17 necessary to rotate the screws. The drive units can be powered by the 18 vessel's main propulsion system or can be independent motors used only 19 for rotating the screws. The drive units are shown schematically in FIGURE 1 since they could be any type of engine or power source, including 21 internal combustion, hydraulic, electric, or steam.
22 In the illustrated especially preferred embodiment, the power 23 to rotate the screw is transmitted from the drive unit 30 to the screw 1 24 through the drive linkage, which comprises drive shaft 31 and a set of bevel gears. The details of the drive linkage and journal boxes 23 and 26 23a are shown in FIGURE 3. The drive shaft 31 extends from the drive 27 unit 30, on board the vessel, through a protective casing tube 32 into 28 gear box 34. The drive shaft 31 is rotatably supported by a bearing 33 29 in the gear box wall. Within the gear box 34, a bevel gear 35 is affixed to the drive shaft 31. Bevel gear 35 meshes with a second bevel gear 36, 31 which is affixed to the end of the screw shaft 3.
1 ~58 1(33 1 The screw shaft 3 is rotatably supported within two journal 2 boxes 23 and 23a which are rigidly affixed to the vessel 20 by support 3 arms 22 and 22a. Within each journal box 23 and 23a, the screw shaft 3 4 tapers to smaller diameter journals 25 and 25a. Several bearing races 26 and 26a are formed in each journal 25 and 25a. The bearing races 26 and 6 26a are positioned and machined to match the bearing races 27 and 27a of 7 the keys 24 and 24a. Bearings (not numbered) are, of course, disposed 8 within said bearing races to permit screw shaft 3 to freely rotate.
9 While the drive units in this specific embodiment are located on the vessel, it may be more advantageous, in certain circumstances, to 11 mount the drive unit directly on the screw shaft. For instance, if 12 electrical power were available to drive the screws, a part of the shaft 13 within a journal box could be engineered to be an electrical motor rotor 14 and the journal box could be built to be the motor's stator.
Another embodiment of the present invention is illustrated in 16 FIGURE 4. A gravity founded drilling platform 40 is shown with its base 17 41 resting on the bottom 12 of a body of water 11. A support column 42 18 rigidly attaches to the base 41 and extends vertically to support the 19 deck 43 of the platform above the surface of the body of water. A large screw 1 is rotatably mounted about the support column 42 and is comprised 21 of a sleeve 4, encasing the support column 42, and a helical blade 2 22 affixed to the sleeve 4.
23 The screw 1 is supported at its lower end by a support ring 60 24 which encircles the support column 42 and is rigidly attached thereto.
The screw 1 is prevented from vertical movement up the support column 42 26 by an upper support ring 61 which also encircles the support column 42 to 27 which it is rigidly affixed. About the top end of the sleeve 4, a ring 28 gear 69 is attached. A spur gear 59, which is driven by a drive unit 29 within the gravity structure 40, meshes with ring gear 69 to cause the screw 1 to rotate. The screw 1 should be vertically positioned on the 11~81~)3 1 support column 42 so that any ice layer, such as ice layer 10, moving 2 against the platform 40 would contact the screw 1 along its side.
3 The details of the means to rotate the screw 1 for the embodi-4 ment illustrated in FIGURE 4 are shown in FIGURE 5. The drive unit 50 is schematically depicted and, as in the previous embodiment, could be any 6 of a number of possible types of engines. A drive shaft 51 connects with 7 the drive unit 50 and extends through the wall of the support column 42 8 and terminates within gear box 53 with a bevel gear 57 rigidly affixed to 9 its end. Drive shaft 51 can be rotatably supported by bearings 52 in the wall of the support column 42. Bevel gear 57 meshes with a second bevel 11 gear 58, which is rigidly affixed to the idler shaft 54. The idler shaft 12 54 is rotatably supported by two sets of bearings 55 and 56 in the top 13 and bottom walls of the gear box 53. Attached to the lower end of the 14 idler shaft 54 is a spur gear 59. The spur gear 59 meshes with the ring gear 69 on the screw sleeve 4.
16 The screw 1 is supported by the bottom support ring 60.
17 Support ring 60 is rigidly attached to the wall of the support column 42.
18 There are two bearing races 62 formed in the upper surface of support 19 ring 60. Matching bearing races 64 are formed in the lower edge of the screw sleeve 4. As depicted, it may be desirable to increase the thickness 21 of the sleeve 4 near its lower end so that the sleeve will be of sufficient 22 thickness to house the bearing races. Ball bearings run in these bearing 23 races 62 and 64 making it possible for the screw 1 to rotate.
24 When the screw 1 is rotated to interact with the ice layer, the forces may, depending on the direction of rotation, cause the screw 1 to 26 move vertically up the support column 42. To prevent this vertical 27 motion, a top support ring 61 is rigidly attached to the wall of the 28 support column 42 just above the top of the screw sleeve 4. As with the 29 upper surface of bottom support ring 60 and the lower edge of sleeve 4, bearing races 63 and 65 are formed, respectively, in the lower surface of 31 the top support ring 61 and the upper surface of the top flared end of 1 the top flared end of sleeve 4. Bearings ride in these races to facilitate 2 rotation of the screw when the interaction of the ice and screw blade 3 have forced the screw to move vertically up the support column 42 and 4 bear against top support ring 61.
At intervals along the vertical length of the annulus between 6 the inner surface of the screw sleeve 4 and the outer surface of the 7 support column 42, mating bearing races 67 and 68 are formed, respectively, 8 in the support column wall 4Z and the sleeve 4. Each set of bearing 9 races encircle the support column wall 42. Ball bearings 66 riding in these races maintain clearance between the sleeve 4 and the support 11 column 42 along the entire vertical length of the screw l. All of the 12 various bearings shown in FIGURE S should be sealed to prevent water 13 intrusion. Alternatively, water might be expelled from the bearing races 14 by periodically injecting into the bearing races, grease through grease runs that would be serviced from within the support column 42.
16 FIGURE 6 depicts still another embodiment of the present 17 invention. Structure 70 is representative of either a semi-submersible 18 drilling structure or a pile-founded fixed platform. The legs 71 support 19 a working deck 72 above the body of water ll and the layer of ice lO
floating thereon. Earge screws 1 are rotatably mounted about each 21 leg of the structure 70. They can be attached and rotated by the same 22 means illustrated in FIGURE 5.
23 As previously noted, the screws for use on an ice breaking-24 shaped vessel can be cast or forged. The larger screws for use on the legs of a platform or semi-submersible and on the support column of a 26 gravity founded structure are anticipated to be too large for forging or 27 casting and would have to be fabricated. Figure 7 is a cross-sectional 28 view of the helical blade 2 and screw sleeve 4 of a fabricated screw.
29 The sleeve 4 is fabricated from pieces of steel plate. The blade 2 is formed by a plate welded at a right angle to the sleeve plate 4. The 1 1~81C~3 1 blade 2 would be inclined to the cylinder axis at the selected helix 2 angle. Stiffener plates 5 and 6 are welded above and below the blade 2 to 3 strengthen it. Cutting teeth 7, if desired, can be welded to the outer 4 edge of the screw blade 2. The utility of cutting teeth will become evident.
6 To use the present invention for breaking a layer of ice on a 7 body of water surrounding a structure or vessel positioned therein, it is 8 necessary that a screw be adequately supported such as by journaling at a 9 multiplicity of points along its length to the structure.
The screw should be aligned and positioned so that a layer of 11 ice is contacted by the blades of the screw. For stationary structures 12 the screw means is approximately vertical with distances between blades 13 (flights) essentially greater than the estimated thickness of the ice.
14 As the screw is rotated, its blade will interact with the ice layer tending to lift or depress the ice layer depending on the direction of 16 rotation and thereby impose a bending moment on the ice layer. A bending 17 moment of sufficient magnitude will cause the layer of ice to fail in 18 flexure.
19 With reference to the application of the present invention to a vessel with an ice breaker shaped bow, the line of contact with the 21 upper ice surface (defined below) of the screw lies within the same 22 vertical plane as the screw's axis of rotation but below the axis of 23 rotation. The line of contact is that line within that vertical plane 24 which connects the lowermost points on the crest or edge of the screw's blades. If the screw is not tapered, then the line of contact will be 26 parallel to the screw's axis of rotation.
27 A single screw, usually centered longitudinally with the longi-28 tudinal axis of the vessel can be used. It is preferred to use two screws 29 mounted on the vessel's bow, as illustrated in FIGURE 1, one on each side 1 of the longitudinal axis of the vessel. It is preferred that the screws 2 1 be aligned so that their respective lines of contact are upwardly 3 inclined toward the leading ends of the screws at an angle greater than 4 0 but less than or equal to 45 from the horizontal when the vessel is at rest in the body of water. The screws 1 should be positioned on the 6 bow 21 so that as the vessel 20 and ice layer 10 move against each other, 7 the ice layer contacts the undersides of the screws. More precisely, the 8 ice layer will at least be contacted by one or more points along the 9 crest or edge of the screw's blade which are on the line of contact.
The screws 1 should preferably be located far enough away from 11 the vessel 20 so that pieces of ice do not tend to wedge between the 12 screws and the vessel to stop or impede the rotation of the screws.
13 Depending on the shape of the bow of the vessel, it is possible that the 14 longitudinal axes of the screws will be angled toward the bow of the vessel. (See EIGURE 1.) If they are so angled, the vertical planes in 16 which the axes of the screws lie should intersect the vertical plane 17 containing the longitudinal axis of the vessel at angles equal to or less 18 than 45. Naturally, it is quite acceptable for these planes to be 19 substantially parallel in a substantially vertical position.
When the vessel and the layer of ice are moving against each 21 other, the screws will be rotated to interact with the ice layer to 22 develop a tractional force tending to pull the icebreaking bow of 23 the vessel 1 forward and upward onto the layer of ice 10. This will, of 24 course, subject the screws to large forces having both vertical and horizontal components. The screws' support arms 22 and 22a must be 26 sturdy enough to withstand these forces and transmit them to the vessel 27 20. Also, the bearings in the journal boxes must be designed to operate 28 within the range of expected radial and axial forces.
29 As the bow of the vessel is lifted, at least a part of the weight of the vessel will bend the ice layer downward to fail it in flexure. The 11581~
1 rotating screws will tend to clear the broken ice out of the path of the 2 vessel. If the vessel's width increases aft of the bow, the amount of 3 broken ice will also increase aft of the bow since a continuously wider 4 path aft of the bow is being broken through the layer of ice. To clear the broken ice more effectively from the vessel's path, the screws can be 6 tapered by increasing the blade depth from fore to aft, as shown in 7 FIGURES 1 and 2. The screws may also be tapered by increasing the 8 diameters of the screw shafts or cores from fore to aft.
9 As a vessel advances through a layer of ice, the ice layer will at least be contacted by points along the exterior of each screw blade 11 which lie along the line of contact. ~aturally, as a screw rotates, 12 different points along the edge of the blade will lie along the line of 13 contact and be making gripping contact with the ice layer at different 14 moments in time. Although different points along the edge of the blade are actually making gripping contact with the ice layer at different 16 times, points of contact are maintained continually between the edge of 17 the screw blade and the ice layer. When the screws are rotated to pull 18 the vessel forward above and through the ice layer, the points of contact 19 indicated by gouges on the ice layer will be moving along the line of contact backward, i.e., fore to aft, with respect to the vessel.
21 With respect to the ice layer, the movement of the points of 22 contact in a direction parallel to the vessel's direction of movement may 23 be backward, i.e., toward the rear of the vessel, or may be forward or 24 they may not be moving at all in a direction parallel to the vessel's direction of movement. It should be noted that the points of contact may 26 move in a direction that is not exactly parallel to the direction of 27 vessel movement due to the orientation of the screws on the vessel, but 28 nevertheless will have a velocity component that is parallel to the 29 vessel's direction. Assuming that the screws are being rotated to move the vessel forward through the ice layer, the movement of the points of I 1 ~8 lV3 1 contact relative to the ice layer in a direction parallel to the vessel's 2 direction of movement has certain significance.
3 If the points of contact are moving forward, i.e., the same 4 direction as the vessel is moving through the layer of ice, the screws are actually presenting resistance to the vessel's movement. The other 6 propulsion systems of the vessel are forcing the vessel to ~ove so fast 7 through the ice that the screws are scraping the ice in opposition to the 8 vessel's motion. This is known as negative slip and should be avoided 9 since the screws are actually a hindrance to the vessel's movement through the ice layer.
11 If the points of contact are not moving in a direction parallel 12 to the vessel's direction of movement, known as zero slip, the screws may 13 or may not be making a contribution to the forward movement of the 14 vessel. It is conceivable that the screws can be rotated at the zero slip condition with just enough torque to keep up with the vessel's 16 movement but make no contribution to that movement. But if torque in 17 excess of that amount is applied to the screws, the screws will then be 18 contributing to the forward movement of the vessel.
19 It is preferred that the screw means and the means for rotating the screws on a specific vessel be adapted in a manner such that the 21 screws can be rotated to move the points of contact with said ice relative 22 to the ice layer in a direction parallel to the vessel's intended direction 23 of travel, but in the opposite direction of such travel (i.e. with positive 24 slip), at a velocity of up to twice that of the vessel's designed maximum velocity. Designed maximum velocity is defined as the maximum velocity 26 relative to the ice layer, of the vessel in an ice covered body of water 27 when it is intended that the screws are to assist the vessel's movement.
28 Desirably, the slip velocity should be less than or equal (but opposite) 29 to the vessel's velocity relative to the ice.
l A greater amount of slip is acceptable for limited periods 2 of time under certain circumstances such as starting from an essentially 3 stationary condition in thick ice.
4 The present invention can be used to assist an ice breaker-shaped vessel either to move through an ice covered body of water or to 6 maintain a fixed position in the body of water. Further, the present 7 invention can be used both on self-propelled vessels and on non-self-8 propelled vessels, such as barges. Under certain circumstances, some 9 means for pushing the vessel against the layer of ice may be required to prevent it from sliding backward. This force could be provided by a 11 number of means including the screws themselves, a conventional mooring 12 system, the vessel's main propulsion system or one or more pusher means 13 such as tugs.
14 It should be noted that in the preferred embodiment of this invention for use with an ice breaker-shaped vessel, it is preferred that 16 two screws be utilized. It is especially preferred that they be opposite 17 handed, i.e., one right handed and the other left handed. (See FIGURE 1.) 18 This would necessitate rotating the screws in opposite directions 19 for both screws to interact simultaneously with the ice layer to pull the bow of the vessel up onto the ice layer. Should the opposite handed 21 screws be rotated in the same direction, the vessel might tend to pivot 22 and assume a new heading.
23 It may also be desirable in some instances to design the screw 24 means and their support means, e.g. arms in a manner such that the screws can be tilted out of the water or even detached from the vessel when the 26 vessel is moving through an ice-free body of water. Otherwise, the 27 screws may obstruct the flow of water by the vessel and thereby impose an 28 added drag force on the vessel. The same may be true when there is only 29 a thin or broken ice cover on the body of water. Alternatively, the screw means can be designed to assist in propelling a vessel.
~15B~03 1 At times, it may be desirable to enhance the bite e.g. grip and 2 therefore the traction of the screw blades in the ice. Screw traction 3 can be especially important when the vessel must cope with thick ice 4 features, such as ridges. Screw traction can be increased by outfitting the crest of the blade with supplemental means for cutting grooves into 6 the ice. The cutting means, such as cutting teeth, would cut into the 7 ice with greater facility than an ordinary blade edge to create a traction 8 groove in which the screw blade can ride thereby increasing the pulling 9 force of said screw means.
A feature of the screw concept of the present invention is an 11 adaptation to permit use in conjunction with sea structures having one or 12 more vertical support members or legs such as semi-submersible vessels, 13 floating caissons, gravity-founded structures or pile-founded structures, 14 In such a configuration the axis of rotation of the screw means which are journaled about the legs of a suitable structure will be essentially 16 vertical. (See FIGURES 4 and 6.) 17 The screws must be located along the legs of the structures so 18 that the side of each screw contacts the layer of ice as it moves against 19 the structure approximately perpendicular to the longitudinal axis of said leg or support member. As a screw is rotated, its blades will 21 interact with the ice layer to develop an upwardly directed or downwardly 22 directed force tending to impose an upward or downward bending movement on 23 the ice layer depending on the particular direction of said rotation.
24 Thus, when rotated the screw will bend the ice layer either upward or downward depending on the direction of their rotation. Depending on the 26 type of structure and the direction the screws are rotated, the forces 27 necessary to bend the layer of ice until it fails must be borne by either 28 the structure's mass, buoyancy, or attachment to the bottom of the body 29 of water. The continuous bending and failing of the ice layer as it moves against the structure's moving screws renders the broken ice layer 1 1~8:10~
1 surrounding the structure incapable of transmitting significant lateral 2 forces against it~
3 As was described with respect to the screws preferred for use 4 on a vessel, the optimum combination of screw pitch, taper, length and blade depth for any specific application will depend on many factors 6 including the size of the structure, the speed the screw is rotated, the 7 thickness of the ice, the speed the ice layer is moving against the 8 structure, the strength of the ice and the thickness of the ice layer.
9 Detailed engineering design within the skill of the art can determine the proper values for these parameters.
11 As depicted in FIGURES 4 and 6, each screw should have a pitch 12 greater than the anticipated ice layer thickness, regardless of the other 13 screw characteristics. Should the layer of ice or features therein, such 14 as pressure ridges (see ridge 13 in FIGURE 6), be thicker than the pitch of the screw, it may be necessary to enhance the screw's traction by 16 outfitting the screw with a means for cutting a traction groove into the 17 ice. The cutting means would cut a groove in the side of the ice layer 18 in which the screw blade could ride to thereby transmit forces from the 19 structure to bend and fail the ice layer. One would also receive some grinding action which would contribute toward the overall relief from ice 21 pressures. As previously mentioned, one means for cutting a groove in an 22 ice layer would be to outfit the crest of the screw blade with cutting 23 teeth.
A model test program was conducted to assess the feasibility of 26 using a pair of screws mounted on the bow of an ice breaker-shaped vessel.
27 A l/36 scale model Wind Class ice breaker was used for these tests. The 28 surface of the model was specially prepared in order to have the same 29 friction factor as the full scale ship's hull would have with ice. The ` 1~58103 1 surface was sanded to produce a friction coefficient between the model 2 and the ice of 0.25. The model was ballasted with weights distributed 3 over its length to obtain a radius of gyration typical for an ice breaker.
4 Two tapered screws having helix angles of 30 were mounted one on either side of the bow substantially as pictured in FIGURES 1 and 2.
6 A 3/4 hp. D.C. motor was chosen to drive the screws. The motor 7 RPM was varied by a D.C. motor speed controller. A gear box was installed 8 which provided two output shafts each connected to one of the screws by a 9 flexible shaft. The RPM of the screws was measured by counting pulses 8enerated by a magnetic probe attached to a disk driven by a V-belt from 11 the motor shaft. A torque meter was used during some of the tests to 12 measure the torque of one screw. A force block, installed in the model, 13 measured the model's resistance to the ice layer as the model was towed 14 against it. During each test, the model was towed in the ice sheet and its velocity relative thereto was measured.
16 The model test data obtained was scaled up to predict the ice-17 breaking capability of a full-size Wind Class ice breaker equipped with a 18 pair of screws mounted on its bow. FIGURES 8 and 9 illustrate some of 19 the predicted capabilities of the full-scale ice breaker.
FIGURE 8 plots the resistance to the movement through the ice 21 of the ice breaker vessel equipped with a pair of screws and the horsepower22 required to rotate the screws versus the rotational speed of the screws.
23 Eor this plot, the scale model was pulled through an ice layer having a 24 full-scale equivalent thickness of 5.5 feet at a full-scale equivalent speed of 2.3 knots. The resistance to the vessel's motion through the 26 ice decreased with increasing screw speed as shown by the plot labeled 27 "Resistance with Screws." The horsepower required to rotate the screws 28 increased with increasing screw speed. This relationship is 29 shown by the plot labeled "Horsepower". For the purposes of comparison, the resistance to the movement of a full scale Wind Class ice breaker 1 1S~15)3 1 without screws through a 5.5 foot thick ice layer at a speed of 2.3 knots 2 is plotted by the horizontal dashed line labeled "Resistance without 3 Screws".
4 The "Resistance with Screws" and "Horsepower" plots are based on test data of the actual model resistance and screw torque, respectively, 6 scaled to full size. The "Resistance without Screws" plot is an estimate 7 calculated by Yance's predictor equation. Vance's predictor equation 8 showed close agreement with model test results (G. P. Vance, 1975, A scaling 9 system for vesseis modeled in ice: Paper presented at Ice Tech 75, Soc.
Naval Architects and Marine Engineers, p. Hl-l -- Hl-34.) 11 The plot of FIGURE 8 shows, for the given conditions, that the 12 screws of the present invention provide a significant reduction in the 13 resistance to the movement of a vessel through an ice covered body of 14 water. In fact, the screws can reduce the resistance between the vessel lS and the ice to zero if they are rotated at a speed slightly greater than 16 llO RPM.
17 This means that the screws alone, operating at that speed, 18 would propel the vessel through a 5.5 foot thick ice layer at a speed of 19 2.3 knots. Note also that it would require approximately 33,000 horsepower to rotate the screws at a speed slightly greater than llO RPM.
21 Since the horsepower required to rotate the screws increases 22 more rapidly than the resistance to the movement of the vessel through 23 the ice decreases with increasing screw speed, it is apparent that the 24 screws are more efficient at the lower rotational speeds over the plotted 2~ r~nge.
26 Therefore, it may be advantageous and thus a preferred embodiment 27 to run the screws at a low rotational speed and supplement the rest of 28 the thrust needed to move the vessel through the ice from a conventional 29 propulsion source such as a marine propeller system. The estimated total required horsepower of the combined screws and marine propellers is plotted 31 as a function of the screw speed in FIGURE 9.
1 ~8iO3 1 As in FIGURE 8, the plot of FIGURE 9 is for a Wind Class ice-2 breaker moving through ice 5.5 feet thick at a speed of 2.3 knots. The 3 solid line denoted "Screw Horsepower" indicates the horsepower needed to 4 ro*ate the screws at the corresponding screw speed. The additional thrust needed to move the vessel through the 5.5 feet thick ice layer at 6 a speed of 2.3 knots is supplied by the marine propeller system. The 7 horsepower needed to develop the required thrust from the marine propeller 8 system is plotted and labeled "Marine Propeller Horsepower". The sum of 9 the "Screw Horsepower" and the "Marine Propeller Horsepower" is the total horsepower required to move the vessel through the 5.5 feet thick ice at 11 the speed of 2.3 knots and is shown by the solid line labeled "Total 12 Horsepower".
13 The minimum horsepower of the combined system, screws and 14 marine propellers, needed to move the vessel through 5.5 feet thick ice at 2.3 knots is approximately 25,000 horsepower in a screw speed range of 16 approximately 45 to 60 RPM. This should be compared to 33,000 horsepower 17 needed to move the vessel through 5.5 feet thick ice at a speed of 2.3 18 knots with the screws alone and to 50,000 horsepower needed to propel the 19 vessel through ice 5.5 feet thick at a speed of 2.3 knots by the marine propeller system alone.
21 The test results disclosed herein are only indicative of the 22 performance capabilities and advantages of the present invention. There 23 are a large number of variables apparent to one skilled in the art for 24 any given set of circumstances which can alter the invention's precise performance under those circumstances. These variables would include 26 screw pitch, screw blade depth, screw taper, angle of inclination of the 27 screw's line of contact, distribution of weight in the vessel, friction 28 factor between the vessel and the ice, strength of the ice, and others.
115~03 1 It should be evident that the present invention significantly 2 reduces the total power required to move an icebreaker vessel, having an 3 ice-breaking bow means adapted to impart a downward force upon ice, 4 through an ice covered body of water and will assist such a structure which is disposed within an ice covered body of water to resist the 6 lateral forces exerted on it by a moving layer of ice as well as assist 7 vertical support members to also resist moving layers of ice.
8 It is additionally an important advantage of the invention that 9 it presents means for movement and stability in ice covered waters that are not available from apparatus of the prior art regardless of the horsepower 11 considerations.
12 The structures of the invention can be readily adapted to perform 13 a wide variety of functions besides drilling and production in an ice 14 covered water environment. Examples would include facilities for power generation, petroleum processing, LNG plants, all varieties of petro-16 chemical production and the like.
9 Systems for chipping ice are described in U.S. 3,768,428, and U.S. 3,888,544. A system for actually cutting ice is described in U.S.
11 3,921,560.
12 The device of U.S. 3,921,560 for cutting ice is located on the 13 bow of a ship whereby the cutting member is a rotary, horizontally-14 mounted, helicoidal member.
Furthermore, it is known that screw devices of certain design 16 can be used for supplying the propulsion force for a vessel whereby the 17 screw is located below the surface of the water. This is illustrated by 18 Hoke U.S. 2,806,441.
19 In addition, Ellis U.S. 1,482,511 shows a plurality of endless chains with ice scraping and breaking teeth mounted on the bow of the 21 boat.
22 It is mentioned in U.S. 3,667,416 that the art is familiar with 23 "Ships having a stem with a slope from the front to the rear, which 24 permits the bow of the ship, again by the action of the propulsive force, to mount on the ice which is broken by the effect of the weight of the 26 ship." Nothing is said, however? with respect to assisting the ice 27 breaking bow of the ship to rise up (ride) on the ice by using dragging 28 or pulling means in order to utilize the weight of the ship more effectively 29 in combination with the propulsive force of the ship. ~or is anything said with respect to utilizing dragging or pulling means, without other 1 ~58103 1 propulsive force, to urge the ice-breaking bow of a ship to mount upon 2 the ice layer.
3 Canadian 1,011,605 published 6/7/77 4 discloses an ice breaking hull with support means mounted on a pontoon-shaped forecastle which means bear on unbroken 6 ice.
7 Also, no references are known which are relevant to the embodiment 8 utilizing a vertically oriented screw means to protect a vertical member 9 at an approximately 90 angle to an ice layer.
BRIEF DESCRIPTION OF THE DRAWINGS
11 FIGURE 1 is a schematic top view of the bow of an ice breaker-12 shaped vessel outfitted with apparatus of the present invention.
13 FIGURE 2 is a schematic elevation view of the bow of the 14 vessel depicted in FIGURE 1.
FIGURE 3 is a cross-section of the journal boxes and gear box 16 as used to support and drive the screws depicted in FIGURES 1 and 2.
17 FIGURE 4 is a schematic elevation view of a gravity founded 18 drilling platform outfitted with apparatus of the present invention.
19 FIGURE 5 is a partial cross-section of the screw sleeve and gear box of the gravity structure depicted in FIGURE 4 and the floating 21 or fixed platform depicted in FIGURE 6.
22 FIGURE 6 is a schematic elevation of the deck and upper support 23 columns of a floating or fixed platform outfitted with apparatus of the 24 present invention.
FIGURE 7 is a cross-section of the screw sleeve and blade of a 26 fabricated screw.
27 FIGURE 8 is a plot of vessel resistance and horsepower versus 28 th& rotational speed of the screws.
29 FIGURE 9 is a plot of screw and propeller horsepower versus the rotational speed of the screws.
1 ~8103 SUMMARY OF THE INVENTION
In its most generic aspect the invention herein can be viewed as comprising structures having improved ice-contacting means for heavy ice which is covering navigable water. These structures act upon the ice, causing the ice to fail in flexure. Processes based on such means are also within this generic concept.
The preferred ice-contacting means is a screw means having a relatively large length-to-diameter ratio. However, for some embodiments of the invention, other types of ice-contacting means are satisfactory.
Thus, the present invention provides an apparatus for breaking a layer of ice on a body of water comprising:
a. a bottom founded structure positionable in the body of water;
b. a screw, formed by a sleeve positioned around a leg of said structure and a continuously-smooth helical blade affixed to said sleeve, said blade having a depth selected to interact with the ice layer and a pitch length greater than the thickness of the ice to be broken, said screw journaled at a multiplicity of points along its length to said leg of said structure, said screw being oriented in a manner to enable contact with the ice layer along the side of said screw, such that when rotated at an appropriate speed said blade will develop a tract-ional force tending to move said structure vertically with respect to the ice layer and thereby impose a bending moment on the ice layer; and c. means for rotating said screw.
1 1~8103 .
SUMMARIZED ANALYSIS OF INVENTION
I. The Longitudinal Dimension Subgenus The screw means acts upon the ice by contacting it in two basic modes. In one mode the screw means contacts and grips the upper portion of the ice along the longitudinal dimension of said screw means to impart a dragging or pulling motion to a structure associated with said screw means.
II. The Transverse Dimension Subgenus In the second mode, the screw means contacts said ice in the transverse dimension of said screw means, essentially along the side of an ice mass to impart a lifting or depressing motion to said ice mass.
III. Analysis of Dongitudinal Direction Embodiments and Species A. In the longitudinal catagory, there is included:
Vessels designed to remain on station.
Floating vessels designed to move through ice floes.
Floating vessels capable of both of said above characteristics.
B. The floating vessels above may be . propelled by screw means alone, . propelled by screw means in combination with auxiliary propulsion.
-6a-` 115~103 1 C. The auxiliary propulsion may be 2 . self-contained in the vessel, 3 . supplied by a source extrinsic to the vessel, (e.g. a 4 pusher tug boat.) D. The screw means will have a relatively high length-to-6 diameter ratio and will comprise:
7 . One or more independently mounted screws on said 8 structure.
9 . Preferably two screws; one mounted on each side of the front of said vessel.
11 E. The screw means will be mounted in a direction roughly 12 parallel to the longitudinal axis of the vessel at a selected angle 13 measured from the horizontal formed by the surface of the water on which 14 the vessel floats.
F. The vessel will have a bow constructed to facilitate 16 mounting the top of an ice layer.
17 G. In addition to screw means, other dragging or pulling 18 means such as chain means can be used to drag or pull the vessel with 19 such bow upon the top surface of the ice to cause its failure in flexure.
IV. Analysis of Transverse Dimension Embodiment 21 A. Generally floating or stationary structures, e.g. platforms 22 having support members) e.g. legs in a generally vertical direction with 23 respect to the water surface.
24 B. Screw means journaled about such legs.
C. Ice masses contact the screw in its tranverse dimension 26 and thereby, depending on the direction of rotation, will be either lifted 27 or depressed by the screws blades as a result of such rotation.
29 The present invention in its preferred vessel embodiment alleviates the problems outlined above and provides means, preferably 1 1~8 1 03 1 screw means, to enable a floating vessel to either remain on station 2 resisting the lateral forces generated by moving ice layers or to move 3 through the ice layer by operating in a unique ice-breaking mode.
4 As an alternate embodiment a fixed structure is provided with vertically oriented screw means to resist the substantially horizontally 6 directed force of ice layers. Power means for rotating said screw means 7 is also included.
8 The present invention in a generic sense comprises the use of 9 suitable ice contacting means, especially screw means, suitably positioned on a floating or fixed structure at the water's surface to contact an 11 adjacent ice layer at various preselected angles in order to move a 12 structure, e.g. vessel, through an ice layer, or permit a structure, e.g.
13 platform, to withstand the movement of large ice masses against said 14 structure along the side of the screw means.
For the vessel embodiment, when rotated at suitable velocity, 16 the screw means will interact with an adjacent ice layer and develop a 17 tractional force tending to move the vessel upon the top of the ice 18 layer and thereby permit the weight of the vessel to impose a bending 19 moment on the ice layer until it fails in flexure. The ice breaking means of the present invention, in operation, breaks ice layers into 21 much larger ice fragments than the milling processes of the art and 22 therefore consumes much less energy than the art devices and achieves 23 results not hitherto achievable.
24 For application of the present invention to ships or barges, in its preferred embodiment a pair of screws are mounted on the bow, one 26 on either side. They are constructed and arranged to achieve an orienta-27 tion so that when rotated, they pull the ship's bow up onto an adjacent 28 ice layer. The bow is designed to be of the ice mounting type. This 29 additional load from the bow causes the ice underneath to bend downward and fail.
1 ~5~1()3 1 Continued rotation of the screws will facilitate the clearing 2 of the broken pieces of ice out of the path of the vessel and under or above 3 the adjacent ice layer.
4 The present invention can be used not only to assist a vessel in moving through an ice covered body of water but also as to enable a 6 vessel to remain on a preselected location or station without being 7 displaced by moving ice masses or floes.
8 In a preferred fixed structure embodiment of the invention, 9 the screws are located around and journaled to vertically located support members. For a semisubmersible structure embodiment, the screws are 11 located around and journaled to its legs. As the screws on these structures 12 are rotated, the blades will either lift an adjacent ice layer or force 13 it downward, depending on the direction of rotation of the screw.
14 Bending of an ice layer will cause it to fail in flexure near the structure and thereby protect the structure from the force of the ice mass.
16 Embodiments of the present invention enable an offshore structure 17 or vessel to remain on station resisting the lateral forces of a moving 18 ice layer or in the case of the vessel to move through the ice layer by 19 breaking the ice layer into pieces.
In another embodiment of the invention ice breaking barges can be 21 outfitted with a single or double screw in their bow. Propulsion can be 22 supplied by exterior power sources (e.g. pusher tugs) or by power integrally 23 located in the stern.
24 The apparatus of the present invention will therefore be seen to offer significant advantages over systems existing heretofore.
26 Briefly, the present invention comprises screw means rotatably 27 mounted on a structure or vessel which is designed to be positioned 28 within an ice covered body of water and a means for rotating the screws.
29 As the screw means are rotated, they will interact with the ice layer causing it to bend and eventually fail in flexure.
11~8103 1 The application of the present invention to an ice breaker-2 shaped vessel is depicted in FIGURE 1 and 2. FIGURE 1 is a top view 3 and FIGURE 2 an elevation view of the conventional bow 21 of a conven-4 tional icebreaking (by mounting the ice) vessel 20 equipped with the apparatus of the present invention.
6 As depicted in FIGURE 1, a screw 1 is disposed on each side 7 of the bow. Each screw 1 is comprised of a helical blade 2 affixed to 8 a shaft 3. For use on an ice breaker vessel, it is anticipated that 9 screws of the size needed could be either cast or forged. The entire screw might be formed at once or sections of the screw, perhaps one 11 pitch in length, could be formed and then welded together. The optimum 12 combination of screw pitch, taper, length and blade depth for any 13 specific application will depend on many factors including the size of 14 the structure, the speed the screw is rotated, the thickness of the ice, the relative speed that the ice layer and structure are moving 16 against each other and the strength of the ice.
17 In its simplest aspect the screw means employed in the 18 present invention can be regarded as a simple machine analogous to a 19 jack or a worm in a screw rack. In fact, a screw is really an inclined plane wrapped around a cylinder. The inclined plane assumes a generally 21 helical configuration and sometimes is referred to as helicoidal.
22 A simple screw can be described as having a rotatable core 23 provided with spaced-apart continuous helical flights mounted in a 24 fixed position on said core. The flights form channels, sometimes called lands.
26 The total length of the flights or lands depends on the 27 inclination or angle of the lands and on the diameter of the core.
28 The angle of the lands is referred to as the pitch. Typically, the 29 axial length of the flights may range from 1/10 to 5 diameters of core. The length to diameter (L/D) ratio of the screw will be from 31 2:1 to 25:1 preferably 2:1 to 15:1 and most preferably 2:1 to 10:1.
1 1~8103 1 The pitch is defined as the length traversed along the longitu-2 dinal axis of the core for one complete turn of the flight or its 3 projection along the helical axis.
4 The screw may be referred to as a right-handed screw or a left-handed screw depending on the direction of the helical flights when 6 compared from their initial position.
7 The flights or lands can also be referred to as screw blades.
8 For the purposcs of this description the term blade is more appropriate.
9 Since the rotary movement of the screw causes the blades to gouge channels in the ice, which provides the grip and traction to permit 11 the rotational movement of the screw to be translated into the horizontal 12 pulling, dragging force for raising the bow of the vessel above the ice 13 layer, it is important, if needed, to provide means at the blade edges to 14 cut the ice e.g., ice cutting means. The grooves cut by the blade are referred to as traction grooves.
16 Drive units 30, mounted on board vessel 20, generate the power 17 necessary to rotate the screws. The drive units can be powered by the 18 vessel's main propulsion system or can be independent motors used only 19 for rotating the screws. The drive units are shown schematically in FIGURE 1 since they could be any type of engine or power source, including 21 internal combustion, hydraulic, electric, or steam.
22 In the illustrated especially preferred embodiment, the power 23 to rotate the screw is transmitted from the drive unit 30 to the screw 1 24 through the drive linkage, which comprises drive shaft 31 and a set of bevel gears. The details of the drive linkage and journal boxes 23 and 26 23a are shown in FIGURE 3. The drive shaft 31 extends from the drive 27 unit 30, on board the vessel, through a protective casing tube 32 into 28 gear box 34. The drive shaft 31 is rotatably supported by a bearing 33 29 in the gear box wall. Within the gear box 34, a bevel gear 35 is affixed to the drive shaft 31. Bevel gear 35 meshes with a second bevel gear 36, 31 which is affixed to the end of the screw shaft 3.
1 ~58 1(33 1 The screw shaft 3 is rotatably supported within two journal 2 boxes 23 and 23a which are rigidly affixed to the vessel 20 by support 3 arms 22 and 22a. Within each journal box 23 and 23a, the screw shaft 3 4 tapers to smaller diameter journals 25 and 25a. Several bearing races 26 and 26a are formed in each journal 25 and 25a. The bearing races 26 and 6 26a are positioned and machined to match the bearing races 27 and 27a of 7 the keys 24 and 24a. Bearings (not numbered) are, of course, disposed 8 within said bearing races to permit screw shaft 3 to freely rotate.
9 While the drive units in this specific embodiment are located on the vessel, it may be more advantageous, in certain circumstances, to 11 mount the drive unit directly on the screw shaft. For instance, if 12 electrical power were available to drive the screws, a part of the shaft 13 within a journal box could be engineered to be an electrical motor rotor 14 and the journal box could be built to be the motor's stator.
Another embodiment of the present invention is illustrated in 16 FIGURE 4. A gravity founded drilling platform 40 is shown with its base 17 41 resting on the bottom 12 of a body of water 11. A support column 42 18 rigidly attaches to the base 41 and extends vertically to support the 19 deck 43 of the platform above the surface of the body of water. A large screw 1 is rotatably mounted about the support column 42 and is comprised 21 of a sleeve 4, encasing the support column 42, and a helical blade 2 22 affixed to the sleeve 4.
23 The screw 1 is supported at its lower end by a support ring 60 24 which encircles the support column 42 and is rigidly attached thereto.
The screw 1 is prevented from vertical movement up the support column 42 26 by an upper support ring 61 which also encircles the support column 42 to 27 which it is rigidly affixed. About the top end of the sleeve 4, a ring 28 gear 69 is attached. A spur gear 59, which is driven by a drive unit 29 within the gravity structure 40, meshes with ring gear 69 to cause the screw 1 to rotate. The screw 1 should be vertically positioned on the 11~81~)3 1 support column 42 so that any ice layer, such as ice layer 10, moving 2 against the platform 40 would contact the screw 1 along its side.
3 The details of the means to rotate the screw 1 for the embodi-4 ment illustrated in FIGURE 4 are shown in FIGURE 5. The drive unit 50 is schematically depicted and, as in the previous embodiment, could be any 6 of a number of possible types of engines. A drive shaft 51 connects with 7 the drive unit 50 and extends through the wall of the support column 42 8 and terminates within gear box 53 with a bevel gear 57 rigidly affixed to 9 its end. Drive shaft 51 can be rotatably supported by bearings 52 in the wall of the support column 42. Bevel gear 57 meshes with a second bevel 11 gear 58, which is rigidly affixed to the idler shaft 54. The idler shaft 12 54 is rotatably supported by two sets of bearings 55 and 56 in the top 13 and bottom walls of the gear box 53. Attached to the lower end of the 14 idler shaft 54 is a spur gear 59. The spur gear 59 meshes with the ring gear 69 on the screw sleeve 4.
16 The screw 1 is supported by the bottom support ring 60.
17 Support ring 60 is rigidly attached to the wall of the support column 42.
18 There are two bearing races 62 formed in the upper surface of support 19 ring 60. Matching bearing races 64 are formed in the lower edge of the screw sleeve 4. As depicted, it may be desirable to increase the thickness 21 of the sleeve 4 near its lower end so that the sleeve will be of sufficient 22 thickness to house the bearing races. Ball bearings run in these bearing 23 races 62 and 64 making it possible for the screw 1 to rotate.
24 When the screw 1 is rotated to interact with the ice layer, the forces may, depending on the direction of rotation, cause the screw 1 to 26 move vertically up the support column 42. To prevent this vertical 27 motion, a top support ring 61 is rigidly attached to the wall of the 28 support column 42 just above the top of the screw sleeve 4. As with the 29 upper surface of bottom support ring 60 and the lower edge of sleeve 4, bearing races 63 and 65 are formed, respectively, in the lower surface of 31 the top support ring 61 and the upper surface of the top flared end of 1 the top flared end of sleeve 4. Bearings ride in these races to facilitate 2 rotation of the screw when the interaction of the ice and screw blade 3 have forced the screw to move vertically up the support column 42 and 4 bear against top support ring 61.
At intervals along the vertical length of the annulus between 6 the inner surface of the screw sleeve 4 and the outer surface of the 7 support column 42, mating bearing races 67 and 68 are formed, respectively, 8 in the support column wall 4Z and the sleeve 4. Each set of bearing 9 races encircle the support column wall 42. Ball bearings 66 riding in these races maintain clearance between the sleeve 4 and the support 11 column 42 along the entire vertical length of the screw l. All of the 12 various bearings shown in FIGURE S should be sealed to prevent water 13 intrusion. Alternatively, water might be expelled from the bearing races 14 by periodically injecting into the bearing races, grease through grease runs that would be serviced from within the support column 42.
16 FIGURE 6 depicts still another embodiment of the present 17 invention. Structure 70 is representative of either a semi-submersible 18 drilling structure or a pile-founded fixed platform. The legs 71 support 19 a working deck 72 above the body of water ll and the layer of ice lO
floating thereon. Earge screws 1 are rotatably mounted about each 21 leg of the structure 70. They can be attached and rotated by the same 22 means illustrated in FIGURE 5.
23 As previously noted, the screws for use on an ice breaking-24 shaped vessel can be cast or forged. The larger screws for use on the legs of a platform or semi-submersible and on the support column of a 26 gravity founded structure are anticipated to be too large for forging or 27 casting and would have to be fabricated. Figure 7 is a cross-sectional 28 view of the helical blade 2 and screw sleeve 4 of a fabricated screw.
29 The sleeve 4 is fabricated from pieces of steel plate. The blade 2 is formed by a plate welded at a right angle to the sleeve plate 4. The 1 1~81C~3 1 blade 2 would be inclined to the cylinder axis at the selected helix 2 angle. Stiffener plates 5 and 6 are welded above and below the blade 2 to 3 strengthen it. Cutting teeth 7, if desired, can be welded to the outer 4 edge of the screw blade 2. The utility of cutting teeth will become evident.
6 To use the present invention for breaking a layer of ice on a 7 body of water surrounding a structure or vessel positioned therein, it is 8 necessary that a screw be adequately supported such as by journaling at a 9 multiplicity of points along its length to the structure.
The screw should be aligned and positioned so that a layer of 11 ice is contacted by the blades of the screw. For stationary structures 12 the screw means is approximately vertical with distances between blades 13 (flights) essentially greater than the estimated thickness of the ice.
14 As the screw is rotated, its blade will interact with the ice layer tending to lift or depress the ice layer depending on the direction of 16 rotation and thereby impose a bending moment on the ice layer. A bending 17 moment of sufficient magnitude will cause the layer of ice to fail in 18 flexure.
19 With reference to the application of the present invention to a vessel with an ice breaker shaped bow, the line of contact with the 21 upper ice surface (defined below) of the screw lies within the same 22 vertical plane as the screw's axis of rotation but below the axis of 23 rotation. The line of contact is that line within that vertical plane 24 which connects the lowermost points on the crest or edge of the screw's blades. If the screw is not tapered, then the line of contact will be 26 parallel to the screw's axis of rotation.
27 A single screw, usually centered longitudinally with the longi-28 tudinal axis of the vessel can be used. It is preferred to use two screws 29 mounted on the vessel's bow, as illustrated in FIGURE 1, one on each side 1 of the longitudinal axis of the vessel. It is preferred that the screws 2 1 be aligned so that their respective lines of contact are upwardly 3 inclined toward the leading ends of the screws at an angle greater than 4 0 but less than or equal to 45 from the horizontal when the vessel is at rest in the body of water. The screws 1 should be positioned on the 6 bow 21 so that as the vessel 20 and ice layer 10 move against each other, 7 the ice layer contacts the undersides of the screws. More precisely, the 8 ice layer will at least be contacted by one or more points along the 9 crest or edge of the screw's blade which are on the line of contact.
The screws 1 should preferably be located far enough away from 11 the vessel 20 so that pieces of ice do not tend to wedge between the 12 screws and the vessel to stop or impede the rotation of the screws.
13 Depending on the shape of the bow of the vessel, it is possible that the 14 longitudinal axes of the screws will be angled toward the bow of the vessel. (See EIGURE 1.) If they are so angled, the vertical planes in 16 which the axes of the screws lie should intersect the vertical plane 17 containing the longitudinal axis of the vessel at angles equal to or less 18 than 45. Naturally, it is quite acceptable for these planes to be 19 substantially parallel in a substantially vertical position.
When the vessel and the layer of ice are moving against each 21 other, the screws will be rotated to interact with the ice layer to 22 develop a tractional force tending to pull the icebreaking bow of 23 the vessel 1 forward and upward onto the layer of ice 10. This will, of 24 course, subject the screws to large forces having both vertical and horizontal components. The screws' support arms 22 and 22a must be 26 sturdy enough to withstand these forces and transmit them to the vessel 27 20. Also, the bearings in the journal boxes must be designed to operate 28 within the range of expected radial and axial forces.
29 As the bow of the vessel is lifted, at least a part of the weight of the vessel will bend the ice layer downward to fail it in flexure. The 11581~
1 rotating screws will tend to clear the broken ice out of the path of the 2 vessel. If the vessel's width increases aft of the bow, the amount of 3 broken ice will also increase aft of the bow since a continuously wider 4 path aft of the bow is being broken through the layer of ice. To clear the broken ice more effectively from the vessel's path, the screws can be 6 tapered by increasing the blade depth from fore to aft, as shown in 7 FIGURES 1 and 2. The screws may also be tapered by increasing the 8 diameters of the screw shafts or cores from fore to aft.
9 As a vessel advances through a layer of ice, the ice layer will at least be contacted by points along the exterior of each screw blade 11 which lie along the line of contact. ~aturally, as a screw rotates, 12 different points along the edge of the blade will lie along the line of 13 contact and be making gripping contact with the ice layer at different 14 moments in time. Although different points along the edge of the blade are actually making gripping contact with the ice layer at different 16 times, points of contact are maintained continually between the edge of 17 the screw blade and the ice layer. When the screws are rotated to pull 18 the vessel forward above and through the ice layer, the points of contact 19 indicated by gouges on the ice layer will be moving along the line of contact backward, i.e., fore to aft, with respect to the vessel.
21 With respect to the ice layer, the movement of the points of 22 contact in a direction parallel to the vessel's direction of movement may 23 be backward, i.e., toward the rear of the vessel, or may be forward or 24 they may not be moving at all in a direction parallel to the vessel's direction of movement. It should be noted that the points of contact may 26 move in a direction that is not exactly parallel to the direction of 27 vessel movement due to the orientation of the screws on the vessel, but 28 nevertheless will have a velocity component that is parallel to the 29 vessel's direction. Assuming that the screws are being rotated to move the vessel forward through the ice layer, the movement of the points of I 1 ~8 lV3 1 contact relative to the ice layer in a direction parallel to the vessel's 2 direction of movement has certain significance.
3 If the points of contact are moving forward, i.e., the same 4 direction as the vessel is moving through the layer of ice, the screws are actually presenting resistance to the vessel's movement. The other 6 propulsion systems of the vessel are forcing the vessel to ~ove so fast 7 through the ice that the screws are scraping the ice in opposition to the 8 vessel's motion. This is known as negative slip and should be avoided 9 since the screws are actually a hindrance to the vessel's movement through the ice layer.
11 If the points of contact are not moving in a direction parallel 12 to the vessel's direction of movement, known as zero slip, the screws may 13 or may not be making a contribution to the forward movement of the 14 vessel. It is conceivable that the screws can be rotated at the zero slip condition with just enough torque to keep up with the vessel's 16 movement but make no contribution to that movement. But if torque in 17 excess of that amount is applied to the screws, the screws will then be 18 contributing to the forward movement of the vessel.
19 It is preferred that the screw means and the means for rotating the screws on a specific vessel be adapted in a manner such that the 21 screws can be rotated to move the points of contact with said ice relative 22 to the ice layer in a direction parallel to the vessel's intended direction 23 of travel, but in the opposite direction of such travel (i.e. with positive 24 slip), at a velocity of up to twice that of the vessel's designed maximum velocity. Designed maximum velocity is defined as the maximum velocity 26 relative to the ice layer, of the vessel in an ice covered body of water 27 when it is intended that the screws are to assist the vessel's movement.
28 Desirably, the slip velocity should be less than or equal (but opposite) 29 to the vessel's velocity relative to the ice.
l A greater amount of slip is acceptable for limited periods 2 of time under certain circumstances such as starting from an essentially 3 stationary condition in thick ice.
4 The present invention can be used to assist an ice breaker-shaped vessel either to move through an ice covered body of water or to 6 maintain a fixed position in the body of water. Further, the present 7 invention can be used both on self-propelled vessels and on non-self-8 propelled vessels, such as barges. Under certain circumstances, some 9 means for pushing the vessel against the layer of ice may be required to prevent it from sliding backward. This force could be provided by a 11 number of means including the screws themselves, a conventional mooring 12 system, the vessel's main propulsion system or one or more pusher means 13 such as tugs.
14 It should be noted that in the preferred embodiment of this invention for use with an ice breaker-shaped vessel, it is preferred that 16 two screws be utilized. It is especially preferred that they be opposite 17 handed, i.e., one right handed and the other left handed. (See FIGURE 1.) 18 This would necessitate rotating the screws in opposite directions 19 for both screws to interact simultaneously with the ice layer to pull the bow of the vessel up onto the ice layer. Should the opposite handed 21 screws be rotated in the same direction, the vessel might tend to pivot 22 and assume a new heading.
23 It may also be desirable in some instances to design the screw 24 means and their support means, e.g. arms in a manner such that the screws can be tilted out of the water or even detached from the vessel when the 26 vessel is moving through an ice-free body of water. Otherwise, the 27 screws may obstruct the flow of water by the vessel and thereby impose an 28 added drag force on the vessel. The same may be true when there is only 29 a thin or broken ice cover on the body of water. Alternatively, the screw means can be designed to assist in propelling a vessel.
~15B~03 1 At times, it may be desirable to enhance the bite e.g. grip and 2 therefore the traction of the screw blades in the ice. Screw traction 3 can be especially important when the vessel must cope with thick ice 4 features, such as ridges. Screw traction can be increased by outfitting the crest of the blade with supplemental means for cutting grooves into 6 the ice. The cutting means, such as cutting teeth, would cut into the 7 ice with greater facility than an ordinary blade edge to create a traction 8 groove in which the screw blade can ride thereby increasing the pulling 9 force of said screw means.
A feature of the screw concept of the present invention is an 11 adaptation to permit use in conjunction with sea structures having one or 12 more vertical support members or legs such as semi-submersible vessels, 13 floating caissons, gravity-founded structures or pile-founded structures, 14 In such a configuration the axis of rotation of the screw means which are journaled about the legs of a suitable structure will be essentially 16 vertical. (See FIGURES 4 and 6.) 17 The screws must be located along the legs of the structures so 18 that the side of each screw contacts the layer of ice as it moves against 19 the structure approximately perpendicular to the longitudinal axis of said leg or support member. As a screw is rotated, its blades will 21 interact with the ice layer to develop an upwardly directed or downwardly 22 directed force tending to impose an upward or downward bending movement on 23 the ice layer depending on the particular direction of said rotation.
24 Thus, when rotated the screw will bend the ice layer either upward or downward depending on the direction of their rotation. Depending on the 26 type of structure and the direction the screws are rotated, the forces 27 necessary to bend the layer of ice until it fails must be borne by either 28 the structure's mass, buoyancy, or attachment to the bottom of the body 29 of water. The continuous bending and failing of the ice layer as it moves against the structure's moving screws renders the broken ice layer 1 1~8:10~
1 surrounding the structure incapable of transmitting significant lateral 2 forces against it~
3 As was described with respect to the screws preferred for use 4 on a vessel, the optimum combination of screw pitch, taper, length and blade depth for any specific application will depend on many factors 6 including the size of the structure, the speed the screw is rotated, the 7 thickness of the ice, the speed the ice layer is moving against the 8 structure, the strength of the ice and the thickness of the ice layer.
9 Detailed engineering design within the skill of the art can determine the proper values for these parameters.
11 As depicted in FIGURES 4 and 6, each screw should have a pitch 12 greater than the anticipated ice layer thickness, regardless of the other 13 screw characteristics. Should the layer of ice or features therein, such 14 as pressure ridges (see ridge 13 in FIGURE 6), be thicker than the pitch of the screw, it may be necessary to enhance the screw's traction by 16 outfitting the screw with a means for cutting a traction groove into the 17 ice. The cutting means would cut a groove in the side of the ice layer 18 in which the screw blade could ride to thereby transmit forces from the 19 structure to bend and fail the ice layer. One would also receive some grinding action which would contribute toward the overall relief from ice 21 pressures. As previously mentioned, one means for cutting a groove in an 22 ice layer would be to outfit the crest of the screw blade with cutting 23 teeth.
A model test program was conducted to assess the feasibility of 26 using a pair of screws mounted on the bow of an ice breaker-shaped vessel.
27 A l/36 scale model Wind Class ice breaker was used for these tests. The 28 surface of the model was specially prepared in order to have the same 29 friction factor as the full scale ship's hull would have with ice. The ` 1~58103 1 surface was sanded to produce a friction coefficient between the model 2 and the ice of 0.25. The model was ballasted with weights distributed 3 over its length to obtain a radius of gyration typical for an ice breaker.
4 Two tapered screws having helix angles of 30 were mounted one on either side of the bow substantially as pictured in FIGURES 1 and 2.
6 A 3/4 hp. D.C. motor was chosen to drive the screws. The motor 7 RPM was varied by a D.C. motor speed controller. A gear box was installed 8 which provided two output shafts each connected to one of the screws by a 9 flexible shaft. The RPM of the screws was measured by counting pulses 8enerated by a magnetic probe attached to a disk driven by a V-belt from 11 the motor shaft. A torque meter was used during some of the tests to 12 measure the torque of one screw. A force block, installed in the model, 13 measured the model's resistance to the ice layer as the model was towed 14 against it. During each test, the model was towed in the ice sheet and its velocity relative thereto was measured.
16 The model test data obtained was scaled up to predict the ice-17 breaking capability of a full-size Wind Class ice breaker equipped with a 18 pair of screws mounted on its bow. FIGURES 8 and 9 illustrate some of 19 the predicted capabilities of the full-scale ice breaker.
FIGURE 8 plots the resistance to the movement through the ice 21 of the ice breaker vessel equipped with a pair of screws and the horsepower22 required to rotate the screws versus the rotational speed of the screws.
23 Eor this plot, the scale model was pulled through an ice layer having a 24 full-scale equivalent thickness of 5.5 feet at a full-scale equivalent speed of 2.3 knots. The resistance to the vessel's motion through the 26 ice decreased with increasing screw speed as shown by the plot labeled 27 "Resistance with Screws." The horsepower required to rotate the screws 28 increased with increasing screw speed. This relationship is 29 shown by the plot labeled "Horsepower". For the purposes of comparison, the resistance to the movement of a full scale Wind Class ice breaker 1 1S~15)3 1 without screws through a 5.5 foot thick ice layer at a speed of 2.3 knots 2 is plotted by the horizontal dashed line labeled "Resistance without 3 Screws".
4 The "Resistance with Screws" and "Horsepower" plots are based on test data of the actual model resistance and screw torque, respectively, 6 scaled to full size. The "Resistance without Screws" plot is an estimate 7 calculated by Yance's predictor equation. Vance's predictor equation 8 showed close agreement with model test results (G. P. Vance, 1975, A scaling 9 system for vesseis modeled in ice: Paper presented at Ice Tech 75, Soc.
Naval Architects and Marine Engineers, p. Hl-l -- Hl-34.) 11 The plot of FIGURE 8 shows, for the given conditions, that the 12 screws of the present invention provide a significant reduction in the 13 resistance to the movement of a vessel through an ice covered body of 14 water. In fact, the screws can reduce the resistance between the vessel lS and the ice to zero if they are rotated at a speed slightly greater than 16 llO RPM.
17 This means that the screws alone, operating at that speed, 18 would propel the vessel through a 5.5 foot thick ice layer at a speed of 19 2.3 knots. Note also that it would require approximately 33,000 horsepower to rotate the screws at a speed slightly greater than llO RPM.
21 Since the horsepower required to rotate the screws increases 22 more rapidly than the resistance to the movement of the vessel through 23 the ice decreases with increasing screw speed, it is apparent that the 24 screws are more efficient at the lower rotational speeds over the plotted 2~ r~nge.
26 Therefore, it may be advantageous and thus a preferred embodiment 27 to run the screws at a low rotational speed and supplement the rest of 28 the thrust needed to move the vessel through the ice from a conventional 29 propulsion source such as a marine propeller system. The estimated total required horsepower of the combined screws and marine propellers is plotted 31 as a function of the screw speed in FIGURE 9.
1 ~8iO3 1 As in FIGURE 8, the plot of FIGURE 9 is for a Wind Class ice-2 breaker moving through ice 5.5 feet thick at a speed of 2.3 knots. The 3 solid line denoted "Screw Horsepower" indicates the horsepower needed to 4 ro*ate the screws at the corresponding screw speed. The additional thrust needed to move the vessel through the 5.5 feet thick ice layer at 6 a speed of 2.3 knots is supplied by the marine propeller system. The 7 horsepower needed to develop the required thrust from the marine propeller 8 system is plotted and labeled "Marine Propeller Horsepower". The sum of 9 the "Screw Horsepower" and the "Marine Propeller Horsepower" is the total horsepower required to move the vessel through the 5.5 feet thick ice at 11 the speed of 2.3 knots and is shown by the solid line labeled "Total 12 Horsepower".
13 The minimum horsepower of the combined system, screws and 14 marine propellers, needed to move the vessel through 5.5 feet thick ice at 2.3 knots is approximately 25,000 horsepower in a screw speed range of 16 approximately 45 to 60 RPM. This should be compared to 33,000 horsepower 17 needed to move the vessel through 5.5 feet thick ice at a speed of 2.3 18 knots with the screws alone and to 50,000 horsepower needed to propel the 19 vessel through ice 5.5 feet thick at a speed of 2.3 knots by the marine propeller system alone.
21 The test results disclosed herein are only indicative of the 22 performance capabilities and advantages of the present invention. There 23 are a large number of variables apparent to one skilled in the art for 24 any given set of circumstances which can alter the invention's precise performance under those circumstances. These variables would include 26 screw pitch, screw blade depth, screw taper, angle of inclination of the 27 screw's line of contact, distribution of weight in the vessel, friction 28 factor between the vessel and the ice, strength of the ice, and others.
115~03 1 It should be evident that the present invention significantly 2 reduces the total power required to move an icebreaker vessel, having an 3 ice-breaking bow means adapted to impart a downward force upon ice, 4 through an ice covered body of water and will assist such a structure which is disposed within an ice covered body of water to resist the 6 lateral forces exerted on it by a moving layer of ice as well as assist 7 vertical support members to also resist moving layers of ice.
8 It is additionally an important advantage of the invention that 9 it presents means for movement and stability in ice covered waters that are not available from apparatus of the prior art regardless of the horsepower 11 considerations.
12 The structures of the invention can be readily adapted to perform 13 a wide variety of functions besides drilling and production in an ice 14 covered water environment. Examples would include facilities for power generation, petroleum processing, LNG plants, all varieties of petro-16 chemical production and the like.
Claims (5)
PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. Apparatus for breaking a layer of ice on a body of water comprising:
a. a bottom founded structure positionable in the body of water;
b. a screw, formed by a sleeve positioned around a leg of said structure and a continuously-smooth helical blade affixed to said sleeve, said blade having a depth selected to interact with the ice layer and a pitch length greater than the thickness of the ice to be broken, said screw journaled at a multiplicity of points along its length to said leg of said structure, said screw being oriented in a manner to enable contact with the ice layer along the side of said screw, such that when rotated at an appropriate speed said blade will develop a tractional force tending to move said structure vertically with respect to the ice layer and thereby impose a bending moment on the ice layer; and c. means for rotating said screw.
a. a bottom founded structure positionable in the body of water;
b. a screw, formed by a sleeve positioned around a leg of said structure and a continuously-smooth helical blade affixed to said sleeve, said blade having a depth selected to interact with the ice layer and a pitch length greater than the thickness of the ice to be broken, said screw journaled at a multiplicity of points along its length to said leg of said structure, said screw being oriented in a manner to enable contact with the ice layer along the side of said screw, such that when rotated at an appropriate speed said blade will develop a tractional force tending to move said structure vertically with respect to the ice layer and thereby impose a bending moment on the ice layer; and c. means for rotating said screw.
2. The apparatus of claim 1 wherein said bottom founded structure is a pile founded structure.
3. The apparatus of claim 1 wherein said bottom founded structure is a gravity structure.
4. The apparatus of claim 1 including means outfitted on the crest of said screw blade for cutting a groove in the layer of ice which said screw blade can ride in to develop a tractional force tending to move said structure vertically with respect to the ice layer.
5. The apparatus of claim 4 wherein said cutting means comprises cutting teeth outfitted on the crest of said screw blade to cut a groove in the layer of ice as the screw is rotated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA000340010A CA1158103A (en) | 1976-05-07 | 1979-11-16 | Icebreaking apparatus |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US68432476A | 1976-05-07 | 1976-05-07 | |
| US684,324 | 1976-05-07 | ||
| CA278,011A CA1075537A (en) | 1976-05-07 | 1977-05-09 | Icebreaking apparatus |
| CA000340010A CA1158103A (en) | 1976-05-07 | 1979-11-16 | Icebreaking apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1158103A true CA1158103A (en) | 1983-12-06 |
Family
ID=27165067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000340010A Expired CA1158103A (en) | 1976-05-07 | 1979-11-16 | Icebreaking apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA1158103A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103828773A (en) * | 2014-03-12 | 2014-06-04 | 卓仲表 | Ice breaking and drilling mechanism with staggered saw teeth |
| CN113737751A (en) * | 2021-09-08 | 2021-12-03 | 中交三公局第一工程有限公司 | Lake surface ice breaking device for winter lake bottom sludge treatment |
| CN117589515A (en) * | 2023-11-24 | 2024-02-23 | 山东省淄博生态环境监测中心 | Device and method suitable for sampling water body on ice |
-
1979
- 1979-11-16 CA CA000340010A patent/CA1158103A/en not_active Expired
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103828773A (en) * | 2014-03-12 | 2014-06-04 | 卓仲表 | Ice breaking and drilling mechanism with staggered saw teeth |
| CN113737751A (en) * | 2021-09-08 | 2021-12-03 | 中交三公局第一工程有限公司 | Lake surface ice breaking device for winter lake bottom sludge treatment |
| CN117589515A (en) * | 2023-11-24 | 2024-02-23 | 山东省淄博生态环境监测中心 | Device and method suitable for sampling water body on ice |
| CN117589515B (en) * | 2023-11-24 | 2024-04-30 | 山东省淄博生态环境监测中心 | Device and method suitable for sampling water body on ice |
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