US111156A - Improvement in coffer-dams - Google Patents

Improvement in coffer-dams Download PDF

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US111156A
US111156A US111156DA US111156A US 111156 A US111156 A US 111156A US 111156D A US111156D A US 111156DA US 111156 A US111156 A US 111156A
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dam
dams
piles
improvement
coffer
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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

Description

. together to make a close joint.
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JOH-N E. WALSH, OF NEW YORK, N. Y.
Letters Patent No. 111,156, dated January 24, 1871.
IMPROVEMENT IN COFFE-R-DAMS.
l The Schedule referred to in these Letters Patentand making part of the lame.
To all 'whom 'it may concern Be it known that I, JOHN E. WALSH, of the city, county, and State of New York, have invented certain new'aud useful Improvements' in Cotter-Dams and apparatus for placing the same; andI do hereby declare that the following is a full, clear, and exact description of the same, reference being had to the accompanying drawing forming part of this specification, and in which- Figure l represents a plan, and
Fig'nre 2, a vertical section, taken as indicated by the irregular line a; x, in iig. l, of my improved cofferdam and apparatus for placing the same.
Similar letters of reference indicate corresponding parts.
My invention consists in the employment, within the dam, of loose pilesysaid piles and the dam being constructed so that the piles act as guides to the dam in raising and lowering it.
Referring to the accompanying drawing` A represents the coer-dam; and 4 B B, the apparatus or floating derricks used for placing the dam.
The dam A consists of an Aoblong or other suitablyshaped chamber or structure, the walls of which may be solid, and that is open at top and bottom, but one or more of the ends of which is made to open and close to facilitate the removal of the dam from the work it is employed'on, or placing of it about an abutment or pier under Water. of thc dam, as at b b, forming half-doors, c c, which have their front edges bent to form flanges, (l ,that receive in between them packing-strips, e, and are bolted These doors are made close at their hinges by angle-iron braces, j' j, secured firmly to either door, and holding betweenv them and the door India-rubber or other soft and lexiblepaking-strips, g g, arranged to bear against the interior surfaces of the sides of the dam when the doors are closed. By this construction the joint is free from Said ends are hinged to the sides disturbance, or being broken at the hinges when opening and closing the dam.
C Gare fixed piles secured to the sides and ends of the dam to effect the necessary hold or imbedding of it in thc bed of the stream when lowering it to its place 5 and said dam is further held and steadied, also guided in raising and lowering it, by means of loose piles D D, arranged to fit as slides down grooved boxes E E attached to lthe inside of the dam. These piles D D are first driven into the bed of the river or stream, and then the dam lowered down them as guides, and,
after the work is completed, slid up over them; said piles afterward either being allowed to remain to give stability to the foundation, or being removed as desired.-
' Such employment and construction of loose piles largely facilitates the placing ot' the dam.
The apparatus for placing the dam consists of derricks arranged in tiers or sets along either side of the dam on floating bases or scows, constituting floating der'ricks B B,which are provided with any suitable tackle and mechanism for raising and lowering the dam by attachment of the falls'h h of the derricks thereto.
To ballast these oating derricks as against side tip by the dam in raising and lowering it, I construct either sbow or floating base i t with a ballast-chamber,
Gr, along its back or outer side. p
' The ballast for the purpose may be varied, but when water is used then it will be advisable to provide each Y chamber G with one or more valves, k, for letting in water as required, and that, when not needed, may afterward be pumped out. j
What is here claimed, and desired to be secured by Letters Patent, is-
The combination of the loose piles D DA constructed to act as guides, with the boxes E E and shell or wal-ls of the dam, essentially as described.
Witnesses: JOHN E. VALSH.
FRED. HAYNES, FEED. TUsoH.
US111156D Improvement in coffer-dams Expired - Lifetime US111156A (en)

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