US3849996A - Method and apparatus for positioning a cofferdam - Google Patents

Method and apparatus for positioning a cofferdam Download PDF

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US3849996A
US3849996A US430120A US43012074A US3849996A US 3849996 A US3849996 A US 3849996A US 430120 A US430120 A US 430120A US 43012074 A US43012074 A US 43012074A US 3849996 A US3849996 A US 3849996A
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cofferdam
weights
gravity
center
water
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J Mittleman
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US Department of Navy
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/02Restraining of open water
    • E02D19/04Restraining of open water by coffer-dams, e.g. made of sheet piles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B17/00Vessels parts, details, or accessories, not otherwise provided for
    • B63B17/0018Arrangements or devices specially adapted for facilitating access to underwater elements, e.g. to propellers ; Externally attached cofferdams or the like

Definitions

  • ballast tanks attached to the cofferdam to accomplish this task.
  • the volume of these tanks will be nearly equal to the volume of the cofferdam itself
  • a bulky and expensive device is created. Accordingly, such devices cannot be utilized in cramped water spacesa severe limitation.
  • additional ballast tanks if necessary, must be located above the water level. Since any ballast tanks located above the water must be seaward of the submerged surface, they will create a moment tending to tear the cofferdam away from the submerged object-a most undesirable effect, considering the slightness of wall friction between the cofferdam and the submerged object.
  • the general purpose of the present invention is to provide a cofferdam that is smaller, easier to maneuver, safer to position, safer for workmen and is less expen sive than prior art devices.
  • the present invention provides a cofferdam having weights attached thereto such that the center of gravity of the cofferdam is closer to the submerged surface than the center of gravity of the weights and above the center of gravity of the weights.
  • Lifting eyes are attached to the cofferdam above its center of gravity from which cables extend. The cables support and position the cofferdam. The placement of the weights in relation to the lifting eyes create a moment which maintains contact between the cofferdam and the submerged object.
  • an object of the present invention is to reduce size without reducing effective workspace of a cofferdam.
  • Another object of the present invention is to increase maneuverability of a cofferdam.
  • Another object of the present invention is to increase safety in positioning and use of a cofferdam.
  • Another object of the present invention is to reduce the number of manhours as well as the number of workmen required to position a cofferdam.
  • Another object of the present invention is to reduce cost.
  • Another object of the present invention is to reduce the specialized skills required to position a cofferdam.
  • Another object of the present invention is to maintain negative buoyancy at all times.
  • Another object of the present invention is to eliminate diver assistance in positioning a cofferdam.
  • Another object of the present invention is to mini mize the amount of support equipment needed to position a cofferdam.
  • FIG. 1 is an isometric drawing of a specific embodiment of the present invention.
  • FIGS. 2a and 2b are diagrams of the forces and moments of the specific embodiment of FIG. 1.
  • FIG. 3 illustrates the specific embodiment of FIG. ls placement.
  • a cofferdam is represented by the numeral 10.
  • the cofferdam 10 has a floor 12, a rear wall 14, and two side walls 16.
  • Side walls 16 and floor 12 have edges 18 for abutting against an underwater object to be repaired. It will be appreciated by those skilled in the art that underwater surfaces have contours to which edges 18 must conform.
  • Cofferdam 10 is water tight at the junctions of floor 12, rear wall 14 and side walls I6.
  • cofferdam 10 may be made of plywood, aluminum, steel, or other suitable material.
  • a means for effecting a water-tight seal between edges 18 of cofferdam l0 and the underwater surface is designated by numeral 20.
  • Means 20 comprises neoprene, urethane, rubber or other suitable resilient material attached to edges 18.
  • frame 22 Attached to and conforming to the contour of cofferdam 10 is frame 22.
  • Frame 22 strengthens cofferdam 10 as well as providing a means for supporting weights 24.
  • Weights 24 provide cofferdam 10 with a net negative buoyancy.
  • the center of gravity of weights 24 and frame 10 is below the center of gravity of cofferdam l0 and means 20 and a horizontal distance toward rear wall 14 from the center of gravity of cofferdam 10 and means 20. It is noted that the center of gravity of weights 24 and frame 22 may be located, behind the derwater surface than the center of gravity of block 42, seaward side of rear wall 14.
  • Weights 20 in'the specific sealing pressure P would be a negative value.
  • FIG. 1 are steel plates which, of course, Obviously numerous modifications and variations of have a specific gravity of greater than one when comthe present invention are possible in light of the above pared with the water which is being displaced. 5 teachings. It is therefore to be understood that within Attached to the top of frame 22 are two lifting eyes the scope of the appended claims the invention may be 26. Attached to lifting eyes 26 are flexible cables 28. prac i ed Otherwise than as specifically described Flexible cables 28 are attached to means for raising and herein. lowering cofferdam 10 designated by numeral 30. 1 Claim Frame 22, Lifting eyes 26, and means 30 comprise a 10 l.
  • a Water-tight cofferdam having a floor, a rear Lifting eyes 26 are located above the center of gravity and two side Walls, 531d M $idB Wall f a of cofferdam and means 20.
  • Lifting eyes 20 must be floor havfng edges for abumng against Said Underlocated a horizontal distance toward the underwater Water ObJeCt to be repalred;
  • said cofferdam including means for effecting a water-tight seal between said cofferdam and said submerged object, said means being attached to edges of said two side wall and said floor for abutting against said underwater object to be repaired, said cofferdam having a center of gravity, said rear wall being on one side of said center of gravity and said means for effecting a water-tight seal being on the other side of said center of gravity; c. a plurality of weights; d. means for supporting said weights attached to said cofferdam, said means and said weights having a center of gravity located a horizontal distance from said center of gravity of said cofferdam in a direction away from the surface of the underwater object to be repaired and below the center of gravity of said cofferdam; and
  • FIG. 2a cofferdam 10 and means 20 are diagrammatically illustrated as block 40.
  • Weights 24 and frame 22 are diagrammatically illustrated as block 42.
  • lifting eyes 26 are shown.
  • FIG. 2a illustrates the forces acting when cofferdam 10 is stationarily positioned against the underwater surface and the water expelled.
  • Force L is a lifting force exerted along cables 28.
  • Force R is a reaction force exertedc on block 40 by the underwater surface.
  • Force W is a force exerted by the in-water weight of blocks 40 and 42.
  • Angle a is the angle between the vertical and cables 28.
  • Dis- Weights attached to the Water tight device above tance D1 is the horizontal distance from lifting eye 26 the center of gravity of Said cofferdam and a hori to the center of gravity of block 42.
  • Distance D2 is the Zontal distance from the center of grvity of Said vertical distance from lifting eye 26 to floor 12.
  • weight of Said means for pp g Said weights FIG. 2b 18 a schematic representation of the forces L, toward the surface of the underwater Object to be R, and W of FIG. 2a. repaired From basic mechanics, the following relations are The device of claim 1 wherein Said means for taken: porting said weights comprises:
  • WDI a a plurality of lifting eyes attached to said waterthen, so tight device
  • a plurality of flexible cables each having a first and the Pressure holding means 20 against the underwa' a second end, each said first end being attached to ter surface is: one of said plurality of lifting eyes;
  • P 0. means for raising and lowering said device being where, attached to said second ends of said plurality of P sealing pressure flexible cables.
  • a seal area 4 The device of claim 3 wherein said plurality of lift- Thus, assuming: ing eyes are located in a vertical plane that passes W 12,000 lbs. through the center of gravity of said cofferdam.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)

Abstract

A method and apparatus for positioning a cofferdam against a submerged surface. Weights are attached to the cofferdam such that the center of gravity of the cofferdam is closer to the submerged object than the center of gravity of the weights and above the center of gravity of the weights. Lifting eyes are attached to the cofferdam above its center of gravity from which cables extend. The cables support and position the cofferdam. The placement of the weights in relation to the lifting eyes create a moment which maintains contact between the cofferdam and the submerged object.

Description

States Patent Mittleman 1 Nov. 26, 1974 METHOD AND APPARATUS FOR POSITIONING A COFFERDAM [75] Inventor: John R. Mittleman, Arlington, Mass.
[73] Assignee: The United States of America as represented by the Secretary of the Navy, Washington, DC.
22 Filed: Jan. 2, 1974 21 Appl. No.:430,120
[52] 11.5. C1. 611/68, 114/227 [51] Int. Cl. B63c ll/00, B63c 11/30 [58] Field of Search 61/68, 69; 114/227, 229,
[56] References Cited UNITED STATES PATENTS 7/1902 McLaughlin I 114/227 4/1913 Fluceltaub 61/68 Primary Examiner-Jacob Shapiro Attorney, Agent, or Firm-Richard S. Sciascia; Joseph M. St. Amand; Darrell E. Hollis [57] ABSTRACT A method and apparatus for positioning a cofferdam against a submerged surface. Weights are attached to the cofferdam such that the center of gravity of the cofferdam is closer to the submerged object than the center of gravity of the weights and above the center of gravity of the weights. Lifting eyes are attached to the cofferdam above its center of gravity from which cables extend. The cables support and position the cofferdam. The placement of the weights in relation to the lifting eyes create a moment which maintains contact between the cofferdam and the submerged obect.
6 Claims, 4 Drawing Figures PAYENTL IQSVZ Eli-174 METHOD AND APPARATUS FOR POSITIONING A COFFERDAM BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates generally to cofferdams and more particularly to cofferdams having weights attached thereto.
2. Description of the Prior Art Once a cofferdam is positioned in the water and the process of expelling the water from inside the cofferdam begins, the cofferdam becomes buoyant and tremendous forces tend to force the cofferdam out of the water. These forces must be countered in order for the cofferdam to maintain its position.
Some prior art devices accomplish this task by bolting or tying the cofferdam to the submerged surface. Such methods require drilling and tapping holes where the structural integrity of the material of the submerged surface is questionable. Such an installation requires divers with special tools and training to perform the underwater operations. Also, there is the ever present danger of the tyings coming loose and attendant danger to workers.
Other prior art devices accomplish the task by driving stakes into the water bottom and attaching the cof ferdam thereto. This method also requires divers and creates an extremely dangerous work environment.
Another prior art device utilizes ballast tanks attached to the cofferdam to accomplish this task. However, due to the size of the ballast tank used (the volume of these tanks will be nearly equal to the volume of the cofferdam itself), a bulky and expensive device is created. Accordingly, such devices cannot be utilized in cramped water spacesa severe limitation. In addition, additional ballast tanks, if necessary, must be located above the water level. Since any ballast tanks located above the water must be seaward of the submerged surface, they will create a moment tending to tear the cofferdam away from the submerged object-a most undesirable effect, considering the slightness of wall friction between the cofferdam and the submerged object.
SUMMARY OF THE INVENTION The general purpose of the present invention is to provide a cofferdam that is smaller, easier to maneuver, safer to position, safer for workmen and is less expen sive than prior art devices. To attain this, the present invention provides a cofferdam having weights attached thereto such that the center of gravity of the cofferdam is closer to the submerged surface than the center of gravity of the weights and above the center of gravity of the weights. Lifting eyes are attached to the cofferdam above its center of gravity from which cables extend. The cables support and position the cofferdam. The placement of the weights in relation to the lifting eyes create a moment which maintains contact between the cofferdam and the submerged object.
Accordingly, an object of the present invention is to reduce size without reducing effective workspace of a cofferdam.
Another object of the present invention is to increase maneuverability of a cofferdam.
Another object of the present invention is to increase safety in positioning and use of a cofferdam.
Another object of the present invention is to reduce the number of manhours as well as the number of workmen required to position a cofferdam.
Another object of the present invention is to reduce cost.
Another object of the present invention is to reduce the specialized skills required to position a cofferdam.
Another object of the present invention is to maintain negative buoyancy at all times.
Another object of the present invention is to eliminate diver assistance in positioning a cofferdam.
Another object of the present invention is to mini mize the amount of support equipment needed to position a cofferdam.
Other objects and a more complete appreciation of the present invention and its many attendant advantages will develop as soon as the same becomes better understood by reference to the following detailed description when considered in connection with the accompanying drawings in which like reference numerals designate like parts throughout the figures thereof and wherein:
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an isometric drawing of a specific embodiment of the present invention.
FIGS. 2a and 2b are diagrams of the forces and moments of the specific embodiment of FIG. 1.
FIG. 3 illustrates the specific embodiment of FIG. ls placement.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT the specific embodiment described, infra, of a cofferdam or water-tight device for making repairs below the waterline of a body of water has been developed primarily for use adjacent steel sheet piling surfaces, such as in FIG. 3, for example, although it also may be employed adjacent other surfaces where water must be temporarily kept away in order to provide periodic maintenance thereof.
Referring now to FIGS. 1 and 3, a cofferdam is represented by the numeral 10. The cofferdam 10 has a floor 12, a rear wall 14, and two side walls 16. Side walls 16 and floor 12 have edges 18 for abutting against an underwater object to be repaired. It will be appreciated by those skilled in the art that underwater surfaces have contours to which edges 18 must conform. Cofferdam 10 is water tight at the junctions of floor 12, rear wall 14 and side walls I6.
It is noted that cofferdam 10 may be made of plywood, aluminum, steel, or other suitable material.
A means for effecting a water-tight seal between edges 18 of cofferdam l0 and the underwater surface is designated by numeral 20. Means 20 comprises neoprene, urethane, rubber or other suitable resilient material attached to edges 18.
Attached to and conforming to the contour of cofferdam 10 is frame 22. Frame 22 strengthens cofferdam 10 as well as providing a means for supporting weights 24. Weights 24 provide cofferdam 10 with a net negative buoyancy. the center of gravity of weights 24 and frame 10 is below the center of gravity of cofferdam l0 and means 20 and a horizontal distance toward rear wall 14 from the center of gravity of cofferdam 10 and means 20. It is noted that the center of gravity of weights 24 and frame 22 may be located, behind the derwater surface than the center of gravity of block 42, seaward side of rear wall 14. Weights 20 in'the specific sealing pressure P would be a negative value.
embodiment of FIG. 1 are steel plates which, of course, Obviously numerous modifications and variations of have a specific gravity of greater than one when comthe present invention are possible in light of the above pared with the water which is being displaced. 5 teachings. It is therefore to be understood that within Attached to the top of frame 22 are two lifting eyes the scope of the appended claims the invention may be 26. Attached to lifting eyes 26 are flexible cables 28. prac i ed Otherwise than as specifically described Flexible cables 28 are attached to means for raising and herein. lowering cofferdam 10 designated by numeral 30. 1 Claim Frame 22, Lifting eyes 26, and means 30 comprise a 10 l. A water-tight device for permitting periodic remeans for supporting and positioning cofferdam 10, pairs to surfaces below a waterline of a body of water means 20, frame 22 and weights 24. It is noted that Comprising? means 30 can move cofferdam 10 in three dimensions. a Water-tight cofferdam having a floor, a rear Lifting eyes 26 are located above the center of gravity and two side Walls, 531d M $idB Wall f a of cofferdam and means 20. Lifting eyes 20 must be floor havfng edges for abumng against Said Underlocated a horizontal distance toward the underwater Water ObJeCt to be repalred;
said cofferdam including means for effecting a water-tight seal between said cofferdam and said submerged object, said means being attached to edges of said two side wall and said floor for abutting against said underwater object to be repaired, said cofferdam having a center of gravity, said rear wall being on one side of said center of gravity and said means for effecting a water-tight seal being on the other side of said center of gravity; c. a plurality of weights; d. means for supporting said weights attached to said cofferdam, said means and said weights having a center of gravity located a horizontal distance from said center of gravity of said cofferdam in a direction away from the surface of the underwater object to be repaired and below the center of gravity of said cofferdam; and
e. means for supporting said cofferdam, said plurality of weights, and said means for supporting said surface from the center of gravity of frame 22 and weights 24 for reasons to be discussed, infra.
It is noted that no divers or other underwater personnel are needed to position cofferdam 10. The requisite amount of weight 24 is connected to frame 22, cofferdam 10 and related parts are lowered into the water, cofferdam 10 is abutted against the underwater surface, and the water inside cofferdam 10 is expelled. 25
Now turning to FIG. 2a, cofferdam 10 and means 20 are diagrammatically illustrated as block 40. Weights 24 and frame 22 are diagrammatically illustrated as block 42. Also, shown are lifting eyes 26. FIG. 2a illustrates the forces acting when cofferdam 10 is stationarily positioned against the underwater surface and the water expelled. Force L is a lifting force exerted along cables 28. Force R is a reaction force exertedc on block 40 by the underwater surface. Force W is a force exerted by the in-water weight of blocks 40 and 42. Angle a is the angle between the vertical and cables 28. Dis- Weights attached to the Water tight device above tance D1 is the horizontal distance from lifting eye 26 the center of gravity of Said cofferdam and a hori to the center of gravity of block 42. Distance D2 is the Zontal distance from the center of grvity of Said vertical distance from lifting eye 26 to floor 12. weight of Said means for pp g Said weights FIG. 2b 18 a schematic representation of the forces L, toward the surface of the underwater Object to be R, and W of FIG. 2a. repaired From basic mechanics, the following relations are The device of claim 1 wherein Said means for taken: porting said weights comprises:
L P a w a frame conforming to the contour of said cofferdam L R whereby said cofferdam is further strengthened. thus, 3. The device of claim 1 wherein said means for sup- R W tan a porting said cofferdam, said plurality of weights, and also, said means for supporting said weights comprises:
WDI a. a plurality of lifting eyes attached to said waterthen, so tight device;
tan a Dl/D2 b. a plurality of flexible cables, each having a first and the Pressure holding means 20 against the underwa' a second end, each said first end being attached to ter surface is: one of said plurality of lifting eyes; and
P 0. means for raising and lowering said device being where, attached to said second ends of said plurality of P sealing pressure flexible cables.
A seal area 4. The device of claim 3 wherein said plurality of lift- Thus, assuming: ing eyes are located in a vertical plane that passes W 12,000 lbs. through the center of gravity of said cofferdam.
D1 2 feet 5. A method for positioning a cofferdam for permit- D2 8 feet ting periodic repairs to objects below the waterline of A 360 sq. in. a body of water comprising: Then, a. connecting a plurality of weights to said cofferdam P =(l2,000 lbs) X (2 ft.)/(8 ft.) X (360 sq. in.) 8 such that the center of gravity of said weights is si below the center of gravity of said cofferdam and It is noted that, if lifting eyes 26 were located in a verbetween the center of gravity of said cofferdam and tical plane at further horizontal distance from the unsaid rear wall thereof;
5 6 b. lowering said cofferdam into the water adjacent 6. The method of claim 5 wherein said step of consaid underwater object to be repaired; necting comprises:
c. abutting said cofferdam against said underwater a. attaching a means for supporting said plurality object to be repaired; v weights to said cofferdam; and d. effectingawater-tight seal between said cofferdam b. placing said plurality of weights on said support and said underwater object to be repaired; and means.
e. expelling the water from inside said cofferdam.

Claims (6)

1. A water-tight device for permitting periodic repairs to surfaces below a waterline of a body of water comprising: a. a water-tight cofferdam having a floor, a rear wall, and two side walls, said two side walls and said floor having edges for abutting against said underwater object to be repaired; b. said cofferdam including means for effecting a water-tight seal between said cofferdam and said submerged object, said means being attached to edges of said two side wall and said floor for abutting against said underwater object to be repaired, said cofferdam having a center of gravity, said rear wall being on one side of said center of gravity and said means for effecting a water-tight seal being on the other side of said center of gravity; c. a plurality of weights; d. means for supporting said weights attached to said cofferdam, said means and said weights having a center of gravity located a horizontal distance from said center of gravity of said cofferdam in a direction away from the surface of the underwater object to be repaired and below the center of gravity of said cofferdam; and e. means for supporting said cofferdam, said plurality of weights, and said means for supporting said weights attached to the water tight device above the center of gravity of said cofferdam, and a horizOntal distance from the center of gravity of said weight and said means for supporting said weights toward the surface of the underwater object to be repaired.
2. The device of claim 1 wherein said means for supporting said weights comprises: a frame conforming to the contour of said cofferdam whereby said cofferdam is further strengthened.
3. The device of claim 1 wherein said means for supporting said cofferdam, said plurality of weights, and said means for supporting said weights comprises: a. a plurality of lifting eyes attached to said water-tight device; b. a plurality of flexible cables, each having a first and a second end, each said first end being attached to one of said plurality of lifting eyes; and c. means for raising and lowering said device being attached to said second ends of said plurality of flexible cables.
4. The device of claim 3 wherein said plurality of lifting eyes are located in a vertical plane that passes through the center of gravity of said cofferdam.
5. A method for positioning a cofferdam for permitting periodic repairs to objects below the waterline of a body of water comprising: a. connecting a plurality of weights to said cofferdam such that the center of gravity of said weights is below the center of gravity of said cofferdam and between the center of gravity of said cofferdam and said rear wall thereof; b. lowering said cofferdam into the water adjacent said underwater object to be repaired; c. abutting said cofferdam against said underwater object to be repaired; d. effecting a water-tight seal between said cofferdam and said underwater object to be repaired; and e. expelling the water from inside said cofferdam.
6. The method of claim 5 wherein said step of connecting comprises: a. attaching a means for supporting said plurality of weights to said cofferdam; and b. placing said plurality of weights on said support means.
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4175510A (en) * 1977-10-25 1979-11-27 Devine Thomas H Cofferdam
US4615641A (en) * 1984-08-03 1986-10-07 Novay Paul L Barge repair device
EP0203641A2 (en) * 1985-05-29 1986-12-03 General Coatings, naamloze vennootschap Equipment for carrying out work, under dry conditions, on an underwater structure
EP0218987A2 (en) * 1985-10-03 1987-04-22 Dyckerhoff & Widmann Aktiengesellschaft Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method
US5050290A (en) * 1988-07-01 1991-09-24 Darya Paye Jetty Co. Ltd. Process for manufacturing of a lost casing from modular frames
BE1003789A3 (en) * 1989-04-25 1992-06-16 Tetrahy S A Process and device for ensuring a dry open air construction site on a bank
GB2276407A (en) * 1993-03-25 1994-09-28 Martin Henry Lavers Limpet dam for working on a sheet pile wall
CN101748744B (en) * 2008-12-19 2011-06-01 四川公路桥梁建设集团有限公司 Asynchronous sinking construction method of separated steel cofferdam of large-scale bridge base

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US704905A (en) * 1902-02-20 1902-07-15 Neil James Mclaughlin Apparatus for repairing vessels at sea.
US1060177A (en) * 1912-09-18 1913-04-29 William Weisman Device for stopping leaks in boats.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US704905A (en) * 1902-02-20 1902-07-15 Neil James Mclaughlin Apparatus for repairing vessels at sea.
US1060177A (en) * 1912-09-18 1913-04-29 William Weisman Device for stopping leaks in boats.

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4175510A (en) * 1977-10-25 1979-11-27 Devine Thomas H Cofferdam
US4615641A (en) * 1984-08-03 1986-10-07 Novay Paul L Barge repair device
EP0203641A2 (en) * 1985-05-29 1986-12-03 General Coatings, naamloze vennootschap Equipment for carrying out work, under dry conditions, on an underwater structure
US4696597A (en) * 1985-05-29 1987-09-29 General Coatings Equipment for carrying out work, under dry conditions, on an underwater structure
EP0203641A3 (en) * 1985-05-29 1988-03-23 General Coatings, Naamloze Vennootschap Equipment for carrying out work, under dry conditions, on an underwater structure
EP0218987A2 (en) * 1985-10-03 1987-04-22 Dyckerhoff & Widmann Aktiengesellschaft Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method
EP0218987A3 (en) * 1985-10-03 1988-01-13 & Widmann Aktiengesellschaft Dyckerhoff Method for inserting a structural member into a sheet pile wall in a soil formation containing water under pressure, and device for carrying out the method
US5050290A (en) * 1988-07-01 1991-09-24 Darya Paye Jetty Co. Ltd. Process for manufacturing of a lost casing from modular frames
BE1003789A3 (en) * 1989-04-25 1992-06-16 Tetrahy S A Process and device for ensuring a dry open air construction site on a bank
GB2276407A (en) * 1993-03-25 1994-09-28 Martin Henry Lavers Limpet dam for working on a sheet pile wall
GB2276407B (en) * 1993-03-25 1997-03-05 Martin Henry Lavers Limpet dam
CN101748744B (en) * 2008-12-19 2011-06-01 四川公路桥梁建设集团有限公司 Asynchronous sinking construction method of separated steel cofferdam of large-scale bridge base

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