US3669052A - Method and apparatus for preventing ice damage to marine structures - Google Patents

Method and apparatus for preventing ice damage to marine structures Download PDF

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Publication number
US3669052A
US3669052A US46273A US3669052DA US3669052A US 3669052 A US3669052 A US 3669052A US 46273 A US46273 A US 46273A US 3669052D A US3669052D A US 3669052DA US 3669052 A US3669052 A US 3669052A
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Prior art keywords
ice
comminuting
buoy
carriage
platform
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US46273A
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English (en)
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Joseph F Schirtzinger
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Air Logistics Corp
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Air Logistics Corp
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/08—Ice-breakers or other vessels or floating structures for operation in ice-infested waters; Ice-breakers, or other vessels or floating structures having equipment specially adapted therefor
    • B63B35/12—Ice-breakers or other vessels or floating structures for operation in ice-infested waters; Ice-breakers, or other vessels or floating structures having equipment specially adapted therefor having ice-cutters
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017—Means for protecting offshore constructions
    • E02B17/0021—Means for protecting offshore constructions against ice-loads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0073—Details of sea bottom engaging footing
    • E02B2017/0086—Large footings connecting several legs or serving as a reservoir for the storage of oil or gas

Definitions

  • test wells have indicated the existence of billions of barrels of petroleum along the north coast of Alaska, the delta of the MacKenzie River in Canada, and on the Arctic Islands north of the Canadian premise. Much of this enormous oil reserve is located beneath the sea bed and it becomes desirable to provide well drilling and oil recovery platforms mounted on the sea bed for recovering such oil.
  • drilling platforms are located above the surface of the water (and ice) and are supported on from one to four columns or legs resting on or driven into the sea bottom or on pads which, in turn, rest on the bottom, or in some circumstances, float at a fixed depth below the surface of the sea.
  • Piles, driven anchors and weights of various kinds are used to assist in holding platforms in a fixed position.
  • An alternative solution is to carry the oil from the north slope to market in large tankers capable of travel through the ice.
  • Such tankers are heavily armored and rely on propulsion and weight to crush their way through heavy ice. Once frozen into the ice such a tanker may be incapable of breaking loose without assistance until a substantial thaw occurs.
  • the tankers are advantageous since many would be employed and the incapacitation of one or more tankers does not completely cut off the flow of oil.
  • anchored buoyant moorings and platforms may be held in position in the water by chains and cables to anchors.
  • the tanker is moored to or near the mooring buoy and oil is transferred through a conduit from the buoy to the tanker. ln arctic waters, it is necessary to protect not only the buoy but also the tanker from ice floes during the time that it is being loaded.
  • a structure positioned in water subject to moving ice floes, means adjacent the water line for comminuting an ice floe in the region between the advancing ice tide and the balance of the structure wherein the means for comminuting comprises means for applying interrnittent high velocity impacts on the ice.
  • the means for comminuting comprises rapidly rotatable or reciprocatable mechanisms having impacting teeth for engaging the ice and causing shattering thereof.
  • the structure may be a well drilling platform, a pumping platform, mooring buoy or anchored vessel.
  • FIG. 1 illustrates a typical well drilling platform mounted on the sea floor and provided with means for preventing damage by ice floes;
  • FIG. 2 is a side view of an ice comminuting mechanism on a leg of the platform of FIG. 1;
  • FIG. 3 is an end view of the comminuting mechanism of FIG. 2;
  • FIG. 4 is a perspective view of an alternative ice comminuting mechanism employing reciprocating motion
  • FIG. 5 illustrates in perspective another rotatable ice comminuting mechanism
  • FIG. 6 is a side view of an ice comminuting mechanism in the general style of a "chain saw;
  • FIG. 7 illustrates a detail of teeth of the mechanism of FIG.
  • FIG. 8 illustrates a reciprocating ice comminuting mechanism
  • FIG. 9 illustrates another typical drilling platform provided with a comminuting mechanism mounted on a track
  • FIG. 10 illustrates in perspective an ice comminuting arrangement for protecting a buoy and tanker
  • FIG. 11 illustrates in plan view an ice comminuting arrangement for protecting an anchored ship.
  • FIG. 1 illustrates in perspective a typical well drilling platform 15 incorporating principles of this invention.
  • the platform incorporates various habitable structures 16 in which the usual operations of drilling, completing, and producing oil wells are conducted.
  • a high tower I7 is provided on the platform for handling the pipe, drilling tools, and other equipment employed in the drilling of sub-aqueous oil wells.
  • the platform in this embodiment is mounted on three cylindrical legs 18 extending downwardly from the platform to a large A-shaped base 19 to which the legs are securely attached.
  • the base 19 rests on the ocean floor, and the large weight of the base maintains the entire structure in a fixed position irrespective of forces on the structure due to wind, waves, current, tides, and the like.
  • the base 19 may be more firmly secured to the sea floor by means of piles driven into the formations forming the sea floor.
  • the platform 15 is mounted a substantial distance above the surface of the water at the highest tide level so as to be relatively secure from wave action so that minor storms do not impair the ability to operate.
  • a large ice floe 21 may be encountered extending for great distances and moving laterally against the legs 18.
  • the direction from which the ice flow 21 presses against the structure is to some degree predictable since there are prevailing winds and currents commonly found in most areas.
  • Temporary conditions such as storms or substantial wind changes may cause the ice flee to travel in something other than the usual prevailing direction and, therefore, it is desirable to provide ice floe protection equally operable in any direction.
  • the legs of the structure are cylindrical and a comminuting device is readily provided around the cylindrical leg.
  • the legs of a drilling platform are fabricated of girders and other truss-like arrangements of structural steel for providing rigidity.
  • the portion of the leg passing through the ice zone adjacent the water surface caii be provided with a cylindrical sheath on which a comminuting mechanism can be provided, or other arrangements for causing a comminuting device to circumscribe a leg of a drilling platform can readily be provided as will be apparent to one skilled in the art.
  • a so-called monopod is employed for a drilling platform, which amounts to one large diameter central leg on which the platform rests. With such an arrangement, a single ice comminuting arrangement circumscribing the single leg can be provided.
  • FIGS. 2 and 3 illustrate a typical ice comminuting mechanism 22 constructed according to principles of this invention.
  • ice is an unusual material in that it is one of the very few solid materials that break in a taffy-like manner. Materials of this sort break in a manner that is dependent more on the rate and concentration of application of the breaking force than on the magnitude of the force itself. A steady application of force on ice may cause it to creep or flow in response to the force without breaking. A lesser force applied at a high rate in a limited region may cause substantial fracturing of the ice.
  • a plurality of relatively large cutter teeth 23 are provided in a generally helical pattern about each of a pair of cylindrical mandrels 24.
  • the cylindrical mandrels 24 are rotatable at high speed by conventional electric motors 26 or the like.
  • the teeth 23 are preferably relatively sharp with clearance and back rake for maximum localizing of impact on the ice.
  • the entire comminuter 22 is mounted on a leg 18 of the drilling platform by way of a cylindrical sleeve 27 that fits around the leg and provides torsional rigidity.
  • the portion of the leg 18 adjacent the water level is provided with a longitudinally extending key 28 which engages in a key way in the sleeve 27 to prevent its rotation about the leg.
  • Three longitudinally extending bars 29 are connected to a flange 31 at the upper end of the sleeve 27.
  • the bars 29 extend up to the platform or to some intermediate structure arranged below the platform and above the high tide level.
  • the bars are connected to an elevating mechanism (not illustrated) which can be hydraulically, pneumatically, electrically, or mechanically driven so that the entire comminuting mechanism 22 can be raised or lowered as desired.
  • the bars 29 may also be employed for raising and lowering the entire comminuting mechanism so that it follows the rise and fall of the tide. This permits use of a comminuting mechanism having a mandrel 24 only as long as the maximum expected ice thickness rather than one that includes the maximum ice thickness plus the maximum tidal difference.
  • a second sleeve 32 Surrounding the sleeve 27 slidably movable along the length of the leg 18, is a second sleeve 32 fitted between the flange 31 at the top of the inner sleeve and a second flange 33 at the lower end of the inner sleeve.
  • the outer sleeve 32 is mounted for rotation about the axis of the leg relative to the inner sleeve 27 and is driven in rotation by an electric motor 34 mounted on the end flange 31.
  • the outer sleeve 32 has flanges 36 at its ends and the two mandrels 24 are mounted between the two flanges.
  • Beneath the bottom flange 36 is a rotatable extension of the mandrel 24 having a cutter 37 similar to an end mill.
  • the cutter 37 may comprise a plate rotatable at high speed with the mandrel and having one or two large impact teeth.
  • the entire cutter mechanism 22 is placed in a position on the length of the leg 18 at approximately the water level so that the upper and lower extent of any ice floe is between the ends of the two mandrels 24.
  • the mandrels are rotated at high speed by motors 26 and at the same time the outer sleeve 32 is rotated about the inner sleeve 27 by the motor 34.
  • the slow rotation of the outer sleeve sweeps the rapidly rotating mandrels across the face of an advancing ice floe so that the teeth 23 intermittently and repeatedly impact on the surface of the ice causing fracturing thereof.
  • the sweeping of the impact mandrels around the periphery of the leg at the level of the ice floe prevents accumulation of ice on any side of the leg and continually breaks away the ice of the advancing floe for minimizing lateral pressure on the tower leg.
  • the cutters 37 on lower end of the mandrels provide a means for lowering the entire comminuting mechanism into the ice in case it is necessary to raise the mechanism above the top of the ice at some time during its operation, say, for example, for routine maintenance.
  • the sweep of the cutters 37 around the leg permits the entire comminuting mechanism to be lowered through the ice.
  • the action of the teeth 23 against the ice is in the manner of a plurality of rapid impacts because of the high surface speed of the blades.
  • the repeated high rateimpacts of teeth on the ice causes fracturing in a brittle manner.
  • Such impacting is to be distinguished from the shaving" that occurs as a saw cuts through ice wherein each successive tooth effectively shaves away a fine swarf from the ice.
  • the illustrated ice comminuter only a few relatively large teeth with clearance and back rake are employed that intermittently strike the ice at high rates of impact in a localized area, thereby causing a substantial shattering of the ice and removal of chips larger than the path swept out by the teeth themselves.
  • the teeth 23 on the mandrel 24 are arranged in a helical pattern and rotated in a direction that in general tends to convey the chips produced by the several teeth in an upward direction so that they are scattered over the top of the adjacent ice floe or dropped into relatively open water on the downstream" side of the leg.
  • two relatively closely spaced rotatable mandrels 24 are provided; however, it will be apparent to one skilled in the art that if desired additional mandrels can be employed for more rapid cutting or to provide increased redundancy in the cutting system.
  • additional cutters can be mounted adjacent the illustrated cutters or may, for example, be placed on the opposite side of the flanges 36 from the illustrated cutters. Many other such arrangements will be apparent to one skilled in the art.
  • HO. 4 illustrates another embodiment of ice comminuting mechanism useful in practice of this invention.
  • a leg 18 of the tower is provided with a circumscribing sleeve 41.
  • a flange 42 is provided at each end of the sleeve 41 (only the upper flange is illustrated and it will be understood that the lower flange is substantially identical).
  • Rods 43 connected to the flange 42 extend upwardly for raising and lowering the comminuting mechanism to follow the ebb and flow of the tide.
  • a helical groove 44 on the inside sur' face of the sleeve 41 engages a pin 45 on the outside of the cylindrical leg 18. Raising and lowering of the comminuting mechanism therefore causes the sleeve 41 to be rotated about the cylindrical leg.
  • a plurality of hydraulic or pneumatic actuators 46 to which are connected longitudinally extending mandrels 47.
  • the mandrels 47 are provided with a plurality of relatively large teeth 48 extending outwardly from the mandrels. In operation the actuators 46 intermittently stroke in a longitudinal direction so that the mandrels are reciprocated up and down at a high rate.
  • the teeth 48 impact against ice in a floe causing shattering thereof in substantially the same manner as the high speed teeth 23 on the rotating mandrel of the embodiment of FIGS. 2 and 3.
  • Raising and lowering of the sleeve 41 by means of the rods 43 causes it to be rotated about the leg due to engagement of the groove 44 with the pin 45. This causes the reciprocating mandrels to sweep out an arcuate path and maintain the entire periphery of the leg free of ice pressure.
  • FIG. 5 illustrates in perspective another embodiment of rotating ice comminuter incorporating principles of this invention.
  • a plate 51 circumscribes a leg 18 of a drilling tower.
  • the plate 51 is prevented from rotating relative to the tower leg by a key 28 and can be raised and lowered along the length of the tower leg as desired by means of longitudinally extending rods 52.
  • Mounted beneath the plate 51 is a rotatable ring 53 on the periphery of which are secured a few large impacting teeth or bars 54.
  • a tangentially extending nozzle 55 (or if preferred a plurality of such nozzles) is provided on the periphery of the ring 53 so that high velocity fluid such" as compressed air, exhaust gases, steam, or water can be ejected for causing the entire ring 53 to rotate at high speed.
  • a substantially similar rotatable ring 56 having peripheral teeth or bars 57.
  • a tangentially extending nozzle 58 through which high velocity fluid can be ejected is provided on the periphery of the ring 56 for causing rotation in a direction opposite to the direction of rotation of the upper ring 53. It is preferred to skew the teeth 54 and 57 in a direction that tends to throw the chips produced in a generally upward direction for clearing the ice chips away from the kerf cut by the teeth on the rapidly rotating rings.
  • FIG. 6 illustrates in side view a portion of another ice comminuting mechanism useful in practice of this invention.
  • a roller chain 61 extends in a generally vertical direction along a chain backing member 62, illustrated only schematically in FIG. 6 (such backing members are well known in the so called chain saws).
  • the roller chain 61 passes over a drive pulley 63 mounted on a shaft 64 driven by some conventional motor (not shown).
  • a first tooth 65 is relatively long and narrow, that is, it extends a substantial distance from the chain in the plane of the chain, and does not extend a substantial distance out of the plane of the chain. These teeth are preferably cocked forwardly for providing back rake with ease of sharpening.
  • second type of tooth 66 alternating with the first type of tooth 65 is relatively broad in a direction normal to the plane of the chain, and is relatively short in a direction in the plane of the chain. These teeth also have both clearance and back rake for localized impacting .on ice.
  • the ice encountered by the teeth is alternately impacted by the long narrow teeth 65 and the short wide teeth 66.
  • the portion of ice impacted varies from time to time, tending to provide greater shattering effect, and further the relatively wide teeth 66 tend to remove the chips from the kerf as they are produced with greater effectiveness than the relatively long teeth 66, which provide greater shattering effect.
  • a chain driven type of ice comminuter can be employed in substantially the same arrangement that the rapidly rotating or reciprocating ice comminuters are employed.
  • FIG. 8 illustrates in perspective an additional embodiment of ice comminuter constructed according to principles of this invention.
  • the comminuter is mounted on a leg 18 of a drilling platform or the like.
  • a rack 68 is provided along at least a portion of the leg 18 so that a pinion (not shown) can be used to drive a circumscribing ring 69 along the length of the leg.
  • the ring 69 is slowly raised and lowered along the length of the leg in the zone that may encounter ice.
  • Mounted on the ring 69 is a surrounding ring 70 which is slowly rotated about the inner ring 69.
  • the teeth 71 are mounted on the periphery of the outer movable ring 70 .
  • the teeth 71 are rapidly reciprocated in a vertical direction, that is, along the length of the leg 18 so as to rapidly strike the ice with a high rate of impact.
  • the teeth are reciprocated by conventional pneumatic devices substantially the same as those employed in jack hammers".
  • the shattering effect of the teeth 71 on the ice as the ring is raised and lowered and slowly rotated maintains the area surrounding the leg 18 free from ice floe pressure.
  • a plurality of longitudinally extending teeth 72 at the upper and lower ends of the ring 70 so that if ice forms above or below the ring while it is inactive or withdrawn, the ice can be shattered for inserting the ring through the ice and permitting the circumferential teeth 71 to properly perform.
  • the longitudinally extending teeth 72 are selectively reciprocated when desired in order to first cause the ring to pass through a layer of ice.
  • the longitudinally extending teeth 72 are illustrated as relatively blunt cones in order to introduce a localized impact on the ice; however, it will be apparent to one skilled in the an that sharper cones, blunt ends, or knurled ends can be provided on the longitudinally extending teeth as desired. It will be apparent also that in lieu of separately reciprocatable teeth an entire ring 70 can be longitudinally reciprocated in order to effect ice comminution. It is preferred, however, to employ a plurality of independently reciprocatable teeth since higher impact rates can be obtained and asynchronous reciprocation of the individual teeth minimizes stresses on the central ring 69.
  • HO. 9 illustrates in perspective an oil drilling platform 75 or the like on which a drilling tower 76 is mounted.
  • the platform 75 is supported on a plurality of legs 77 extending from above the water surface through an ice floe zone to a supporting structure (not shown) in engagement with the sea floor.
  • the legs 77 may be connected to a subfloating structure rather than to the sea floor.
  • a horizontal track 78 mounted on which is mounted a movable carriage 79.
  • the carriage 79 can be any of a broad variety of mechanisms for traveling around the track 78 at a controlled rate.
  • Mounted on the carriage 79 are a plurality of ice comminuters 80 extending from the carriage down through the ice floe zone.
  • the comminuters 80 can be any of the types illustrated in the hereinabove described embodiments of FIGS. 2 through 8.
  • the carriage 79 is caused to travel back and forth along the track 78 on the side or sides of the platform from which an ice floe is approaching.
  • the comminuted ice produced passes beneath the platform and continues downstream with the balance of the ice floe.
  • the carriage 79 can be traversed completelyaround the platform in order to assure that the ice does not freeze together again before leaving the region of the platform and for minimizing lateral pressure in directions transverse to the direction of movement of the ice floe.
  • FIG. illustrates in perspective an arrangement for an ice comminuter particularly useful for protecting a mooring buoy either alone orwhen a tanker is moored thereto, at which time the comminuter also protects the stationary tanker from the ice floe.
  • a semi-submerged mooring buoy 83 such as, for example, similar to the buoy described and illustrated in US. Pat. No. 3,466,680.
  • the principal portion of such a buoy 83 floats beneath the water surface with the buoyancy adjusted so that a mast 84 extends above the water surface with navigational aids 85 mounted at the top.
  • a peripheral track 86 around the buoy has a carriage 87 supporting a pipe 88 or similar conduit to which oil is pumped to a tanker 89.
  • the pipe 88 connects to a flexible hose 91 so that the motion of the tanker 89 relative to the buoy can be accommodated.
  • a mooring hawser 92 is provided between the mooring buoy 83 and the tanker 89 for maintaining the tanker within a selected distance from the buoy.
  • the pipe 88 connects to a fluid swivel 93 at the base of the mast 84 so that as the ship weathervanes around the buoy due to the changing influences of current and wind, the pipe can follow the ship motion without damage to the oil conducting conduit.
  • a second track 94 is provided below the track 86 and a second carriage 96 is mounted on the two tracks so that it, too, can travel around the entire periphery of the mooring buoy, as driven by a motor (not shown).
  • Mounted on the carriage 96 is a horizontal underwater beam 97 extending to a float 98 so that as the carriage 96 traverses around the periphery of the buoy the float 98 is caused to swing in a circular arc around the center of the buoy.
  • the float 98 is illustrated extending above water level, however, it will be apparent that it, like the buoy may be largely submerged if desired.
  • ice comminuters 99 Mounted on the float 98 are a plurality of ice comminuters 99 providing high rate impacts on the edge of an ice Hoe 101.
  • the ice comminuters 99 are preferably any of the embodiments hereinabove described and illustrated in FIGS. 2 through 8.
  • the tanker 89 normally floats in a position relative to the buoy 83 downstream" from the direction of travel of the ice floe 101 since the same general influences are acting on the ice floe and on the ship. There may, of course, be situations where a temporary lateral wind may afiect the ship at a different time than the ice floe, and it may be necessary to temporarily disengage the tanker from the mooring buoy under such conditions. Under normal conditions, however, the tanker is downstream" from the buoy.
  • the carriage 96 connected to the float 98 is driven back and forth along an arc I02 approximately centered on the direction of ice floe so that the ice advancing towards the buoy and ship is shattered by the comminuters 99.
  • the shattered ice continues to move with the general movement of the ice floe and passes along a path straddling the buoy and tanker.
  • the ice floe 101 is illustrated as a solid sheet, as it most often is, and the region occupied by shattered ice fragments is illustrated as open water.
  • the shattered ice is substantially fluid as compared with the solid ice floe but that open reaches of water will seldom be encountered, and the open water illustrated is only for purposes of clarity in the drawings.
  • the shattered ice remains as discrete fragments for a considerable distance "downstream" from the comminuters and the ship is, in effect, in open water.
  • an additional ice comminuter can be provided for travel on the carriage 96 or on the tracks 86 and 94 separate from the carriage so that during extremely adverse conditions the buoy may be maintained free of ice at all times. This is merely an added precaution for extremely adverse conditions since the buoy must remain in place at all times, whereas a tanker may leave and rely on its propulsive power and weight to counter an ice floe.
  • FIG. 11 illustrates in plan view an ice comminuting arrangement suitable for protecting an anchored ship or the like from the effects of an ice flow.
  • a conventional ship 103 is anchored by one or more anchored chains 104 dropped tothe sea floor.
  • the ship 103 is provided with an ice comminuting mechanism that provides a channel of open water 105 in an otherwise solid sheet of an ice floe 106.
  • the channel of open water 105 is like the open channel provided by the mechanism illustrated in FIG. 10, and it will be understood constitutes a region of unconsolidated ice chips in an otherwise solid ice floe rather than a stretch of open water.
  • the ice comminuting mechanism comprises a forwardly extending truss-like beam 107 attached to the bow of the ship I03.
  • a transverse beam 108 Connected to the forwardly extending beam I07 is a transverse beam 108, the length of which is approximately the same as the maximum width of the ship.
  • the transverse beam 108 in the illustrated embodiment is a straight member far enough forward of the bow that it cannot in any way interfere with the anchor chains 104.
  • the transverse beam 108 can, if desired, be provided with floating members for supporting at least a part of the weight of the beams, or if desired the beams can be connected to the ship with sufficient structural rigidity to support their own weight. It will aso be apparent that if desired the transverse beam 108 can be a curved member.
  • ice comminuters 110 mounted on the transverse beam I08 .
  • ice comminuters 110 rotate at high speed, thereby causing their teeth to impact on the face of the advancing ice floe 106 for shattering it and creating the open stretch of water 105 in which the ship rides.
  • the end ice corn minuters 110 are provided somewhat outwardly from the carriage I09 and the carriage is capable of travel to a position where a portion of it extends beyond the end of the beam I08 so that the width of the open stretch of water is greater than the length of the transverse beam 108.
  • the moving mechanism is mounted on a floating structure and no special mechanisms are required for raising and lowering the comminuter in response to the ebb and flow of tide. It will also be recognized that if desired the comminuter provided in the embodiment of FIG. 11 can be mounted directly on a track running around the bow of the ship so long as the track is provided at a sufficient distance from the how that the anchor chains are not interfered with.
  • Apparatus for preventing ice damage comprising:
  • An apparatus as defined in claim 1 further comprising:
  • a combination comprising:
  • a mooring buoy positioned in water subject to moving ice floes
  • a well drilling platform comprising:
  • a work platform positioned above a water surface subject to moving ice floes
  • ice comminuter means adjacent the water surface and circumscribing all of the legs for comminuting ice, said means for comminuting ice comprising means for applying high velocity impacts on the ice.
  • a platform as defined in claim 9 wherein the means for comminuting comprises:
  • a platform as defined in claim 9 further comprising:
  • a mooring buoy for positioning in waters su ect to moving ice floes comprising:
  • a mooring buoy as defined in claim 12 wherein the means for connecting the means for comminuting to the carriage comprises:
  • buoyant structure on the beam and supporting the means for comminuting, whereby as the carriage moves about the track the means for comminuting ice oscillates along an arc about the center of the buoy for comminuting ice in a path substantially larger than the width of the buoys l i k

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Ocean & Marine Engineering (AREA)
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US46273A 1970-06-15 1970-06-15 Method and apparatus for preventing ice damage to marine structures Expired - Lifetime US3669052A (en)

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JP (4) JPS5746636U (sv)
CA (2) CA943779A (sv)
DE (1) DE2127471A1 (sv)
GB (1) GB1347572A (sv)
NO (1) NO136649C (sv)
SE (1) SE391549B (sv)
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Cited By (15)

* Cited by examiner, † Cited by third party
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US3759046A (en) * 1972-03-23 1973-09-18 Global Marine Inc Movement of marine structures in saline ice
US3868920A (en) * 1970-09-23 1975-03-04 Air Logistics Corp Semi-submerged cargo transport system
US3894504A (en) * 1974-04-08 1975-07-15 Sea Log Corp Ice cutter for monopod drilling platform
US4063428A (en) * 1975-08-26 1977-12-20 Heinrich Waas Method of deflecting ice at upright columns submerged in water of stationary or floating structures in marine areas in which the occurence of ice may be expected, and ice deflector assembly therefor
US4102288A (en) * 1977-02-28 1978-07-25 Sun Oil Company Limited Operations vessel for ice covered seas
US4230423A (en) * 1976-11-24 1980-10-28 Mitsui Engineering & Shipbuilding Co., Ltd. Ice-breaking apparatus for structure for use in icy waters
US4260292A (en) * 1979-10-25 1981-04-07 The Offshore Company Arctic offshore platform
US4350114A (en) * 1980-03-17 1982-09-21 Sea-Log Corporation Semi-submersible tanker with directional ice cutters
US4578000A (en) * 1982-06-15 1986-03-25 Oy Wartsila Ab Method of protection
US4987846A (en) * 1987-08-21 1991-01-29 Ishikawajima-Harima Jukogyo Kabushiki Kaisha Floating structure
WO2012054808A1 (en) * 2010-10-21 2012-04-26 Conocophillips Company Leg ice shields for ice worthy jack-up drilling unit
US8568063B2 (en) 2009-04-30 2013-10-29 Exxonmobil Upstream Research Company Mooring system for floating arctic vessel
US20140341658A1 (en) * 2013-05-17 2014-11-20 National Research Council Of Canada Large scale spallation inducing ice protection
WO2016024916A1 (en) * 2014-08-11 2016-02-18 Blue Capital Pte. Ltd. An offshore platform
US10683629B2 (en) * 2018-10-10 2020-06-16 Pro-Built Docks, LLC Ice ramp system, bracket, and method

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Cited By (17)

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US3868920A (en) * 1970-09-23 1975-03-04 Air Logistics Corp Semi-submerged cargo transport system
US3759046A (en) * 1972-03-23 1973-09-18 Global Marine Inc Movement of marine structures in saline ice
US3894504A (en) * 1974-04-08 1975-07-15 Sea Log Corp Ice cutter for monopod drilling platform
US4063428A (en) * 1975-08-26 1977-12-20 Heinrich Waas Method of deflecting ice at upright columns submerged in water of stationary or floating structures in marine areas in which the occurence of ice may be expected, and ice deflector assembly therefor
US4230423A (en) * 1976-11-24 1980-10-28 Mitsui Engineering & Shipbuilding Co., Ltd. Ice-breaking apparatus for structure for use in icy waters
US4102288A (en) * 1977-02-28 1978-07-25 Sun Oil Company Limited Operations vessel for ice covered seas
US4260292A (en) * 1979-10-25 1981-04-07 The Offshore Company Arctic offshore platform
US4350114A (en) * 1980-03-17 1982-09-21 Sea-Log Corporation Semi-submersible tanker with directional ice cutters
US4578000A (en) * 1982-06-15 1986-03-25 Oy Wartsila Ab Method of protection
US4987846A (en) * 1987-08-21 1991-01-29 Ishikawajima-Harima Jukogyo Kabushiki Kaisha Floating structure
US8568063B2 (en) 2009-04-30 2013-10-29 Exxonmobil Upstream Research Company Mooring system for floating arctic vessel
US9233739B2 (en) 2009-04-30 2016-01-12 Exxonmobil Upstream Research Company Mooring system for floating arctic vessel
WO2012054808A1 (en) * 2010-10-21 2012-04-26 Conocophillips Company Leg ice shields for ice worthy jack-up drilling unit
US20140341658A1 (en) * 2013-05-17 2014-11-20 National Research Council Of Canada Large scale spallation inducing ice protection
US9181670B2 (en) * 2013-05-17 2015-11-10 National Research Council Of Canada Large scale spallation inducing ice protection
WO2016024916A1 (en) * 2014-08-11 2016-02-18 Blue Capital Pte. Ltd. An offshore platform
US10683629B2 (en) * 2018-10-10 2020-06-16 Pro-Built Docks, LLC Ice ramp system, bracket, and method

Also Published As

Publication number Publication date
GB1347572A (en) 1974-02-27
JPS5738831U (sv) 1982-03-02
JPS5746636U (sv) 1982-03-15
NO136649B (sv) 1977-07-04
CA968168B (en) 1975-05-27
NO136649C (no) 1977-10-12
SU936820A3 (ru) 1982-06-15
CA943779A (en) 1974-03-19
JPS56168534U (sv) 1981-12-12
SE391549B (sv) 1977-02-21
DE2127471A1 (de) 1971-12-23
JPS5746637U (sv) 1982-03-15

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