ES398394A1 - Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system - Google Patents

Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system

Info

Publication number
ES398394A1
ES398394A1 ES398394A ES398394A ES398394A1 ES 398394 A1 ES398394 A1 ES 398394A1 ES 398394 A ES398394 A ES 398394A ES 398394 A ES398394 A ES 398394A ES 398394 A1 ES398394 A1 ES 398394A1
Authority
ES
Spain
Prior art keywords
pile
acting
automatically
quiet
stroke
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
ES398394A
Other languages
Spanish (es)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bolt Associates Inc
Original Assignee
Bolt Associates Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bolt Associates Inc filed Critical Bolt Associates Inc
Publication of ES398394A1 publication Critical patent/ES398394A1/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/08Removing obstacles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/10Power-driven drivers with pressure-actuated hammer, i.e. the pressure fluid acting directly on the hammer structure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/12Drivers with explosion chambers
    • E02D7/125Diesel drivers

Abstract

Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system are disclosed in which a massive piston weight is bounced upon a cushion of pressure fluid, the pile driver advantageously being adapted for operation in four different modes: (1) only double-acting, (2) single-acting automatically converting to double-acting at maximum stroke travel, (3) only single-acting, (4) pre-stressing plus impacting plus thrusting mode, and (5) pile extraction mode. The prolonged downward push resulting from the pressurized fluid-cushioned bouncing action is more effective than the conventional sharp hammer-type blow resulting from impact of one solid mass against another. When the pile being driven encounters softer strata in the earth, in the single-acting mode, the stroke of the piston weight automatically shortens while the number of bounces per minute automatically increase thus increasing the rate of the quiet powerful bounce thrusts for driving the pile faster, and when harder strata are encountered, the piston weight automatically bounces higher providing a longer stroke with fewer bounces per minute, thus increasing the force of each quiet powerful thrust for overcoming the increased impedance being encountered. In the double-acting mode, when harder strata are encountered, the velocity and stroke length of the piston weight increase automatically to deliver more powerful thrusts. A relatively large number of driving thrusts per minute can be provided in the double-acting mode by changing the head plug mass to shorten the maximum stroke length to increase the frequency of thrusts per minute. By virtue of the pressure fluid bouncing action imparted to the massive piston weight, the noise of metal-to-metal contact blows can be avoided, and in addition a muffler housing surrounding the ports through which the expanded pressure fluid is released muffles the sound of the flow of the fluid, such as air or steam this muffler also serving to separate lubricating oil from the released fluid. A cylinder bottom assembly below the bounce chamber is coupled to the pile being driven to transmit the quiet powerful bounce thrusts to the pile, moving in accordance with the pile motion, and a driving fluid storage chamber and valve mechanism associated with this assembly control the flow of the pressure fluid in an automatically self-regulating manner to seek the most effective driving action from moment-to-moment as the pile encounters different strata. If desired, the bouncing action of the cushion of pressure fluid can be altered to permit the piston weight to strike bottom slightly to provide the driving mode (4) above. A self-contained lubrication system may be actuated by the pressure impulses in the bounce chamber.
ES398394A 1970-12-29 1971-12-28 Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system Expired ES398394A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US10232570A 1970-12-29 1970-12-29

Publications (1)

Publication Number Publication Date
ES398394A1 true ES398394A1 (en) 1975-06-16

Family

ID=22289285

Family Applications (1)

Application Number Title Priority Date Filing Date
ES398394A Expired ES398394A1 (en) 1970-12-29 1971-12-28 Automatically self-regulating variable-stroke, variable-rate and quiet-operating pile driver method and system

Country Status (16)

Country Link
US (1) US3714789A (en)
BE (1) BE777480A (en)
BR (1) BR7108604D0 (en)
CA (1) CA946634A (en)
DE (1) DE2163933C3 (en)
DK (1) DK143418C (en)
ES (1) ES398394A1 (en)
FR (1) FR2121104A5 (en)
GB (1) GB1359030A (en)
IL (1) IL38435A (en)
IT (1) IT944463B (en)
LU (1) LU64529A1 (en)
NL (1) NL7117768A (en)
NO (1) NO136376C (en)
SE (1) SE389146B (en)
ZA (1) ZA718359B (en)

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3721095A (en) * 1971-08-23 1973-03-20 Bolt Associates Inc Controllable force method and system of driving piles
SE370099B (en) * 1971-10-18 1974-09-30 B Ludvigson
NL161218C (en) * 1975-05-21 1980-01-15 Hollandsche Betongroep Nv Apparatus for driving a pile under water into the ground.
US3958647A (en) * 1975-06-04 1976-05-25 Bolt Associates, Inc. Powerful submersible deepwater pile driver powered by pressurized gas discharge
US4060139A (en) * 1976-11-29 1977-11-29 Raymond International Inc. Underwater gas discharge hammer with gas reservoir
DE2716701C3 (en) * 1977-04-15 1983-01-05 Koehring Gmbh, 2086 Ellerau Pile driver
US4126191A (en) * 1977-06-03 1978-11-21 Raymond International Inc. Gas discharge type underwater hammer with liquid purge and reflood control
US4377355A (en) * 1979-07-31 1983-03-22 Bolt Technology Corporation Quiet bouncer driver thruster method with pressurized air chamber encircling massive bouncing piston
US4383582A (en) * 1979-07-31 1983-05-17 Bolt Technology Corporation Bouncer type pile driver
US4365306A (en) * 1980-06-30 1982-12-21 Conoco Inc. Method and apparatus for remotely monitoring and evaluating pile driving hammers
DE3047375C2 (en) * 1980-12-16 1985-09-05 Koehring Gmbh, 2000 Hamburg Submersible pile driving device
US4712641A (en) * 1984-03-19 1987-12-15 Bolt Technology Corporation Method and system for generating shear waves and compression waves in the earth for seismic surveying
DE4143418C2 (en) * 1991-10-23 1995-03-16 Klemm Bohrtech Pneumatic hammer with variable stroke length of the working piston
US5474138A (en) * 1993-12-08 1995-12-12 J & M Hydraulics, Inc. Hydraulic control circuit for pile driver
US5725329A (en) * 1996-05-08 1998-03-10 Chelminski; Stephen Method, system and apparatus for driving and pulling pilings
WO1999011871A1 (en) * 1997-09-04 1999-03-11 Stephen Chelminski A method system and apparatus for driving and pulling pilings
US6224294B1 (en) * 1998-07-09 2001-05-01 Peter W. Mansfield Tubular piling driving apparatus and piling installation method
NZ594578A (en) * 2009-02-10 2013-07-26 Onesteel Wire Pty Ltd Fence post driver with a detachable guide for the post
KR101373544B1 (en) * 2012-07-03 2014-03-25 이일재 Hitting body for hydraulic percussion apparatus
FI126410B (en) * 2013-12-10 2016-11-15 Pentti Heinonen Peel method and device
CN103899781A (en) * 2014-03-26 2014-07-02 大连祥瑞阀门制造有限公司 Check flushing valve capable of changing flushing directions automatically
CN103982666A (en) * 2014-05-21 2014-08-13 济南高达信息技术有限公司 Turbine driving rotary spraying device used for assisting in lifting marine drilling platform pile shoe
CN103953045B (en) * 2014-05-21 2016-08-24 齐宝兰 A kind of marine drilling platform assisting in lifting pile shoe hole, whirlpool drives churning device
CN103953049B (en) * 2014-05-21 2015-12-23 庞维晓 A kind of marine drilling platform assisting in lifting pile shoe hole, whirlpool under turbine drives churning device
CN104652437B (en) * 2015-02-13 2016-05-04 福建永强岩土股份有限公司 Revolve and dig Kong Qingkong device and a construction method thereof
CN106193036A (en) * 2015-04-30 2016-12-07 五冶集团上海有限公司 PHC tube pile of major diameter construction method

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1622896A (en) * 1925-10-17 1927-03-29 Lowenstein Karl Prinz Zu Device for drilling or chiseling away rock
NL6501373A (en) * 1965-02-03 1966-08-04
NL6600863A (en) * 1966-01-24 1967-07-25
US3446293A (en) * 1966-12-28 1969-05-27 American Drilling & Boring Co Pile driver
US3547207A (en) * 1968-11-07 1970-12-15 Vulcan Iron Works Percussion hammer
US3583499A (en) * 1969-09-08 1971-06-08 Hugo Cordes Hydraulic pile extractor

Also Published As

Publication number Publication date
IL38435A (en) 1974-11-29
DK143418C (en) 1982-01-04
AU3733471A (en) 1973-06-28
DE2163933C3 (en) 1982-03-25
ZA718359B (en) 1972-09-27
BE777480A (en) 1972-04-17
NO136376C (en) 1977-08-24
DE2163933A1 (en) 1972-07-20
NO136376B (en) 1977-05-16
CA946634A (en) 1974-05-07
SE389146B (en) 1976-10-25
NL7117768A (en) 1972-07-03
LU64529A1 (en) 1972-06-20
DK143418B (en) 1981-08-17
BR7108604D0 (en) 1973-05-31
IT944463B (en) 1973-04-20
FR2121104A5 (en) 1972-08-18
GB1359030A (en) 1974-07-03
DE2163933B2 (en) 1981-07-16
US3714789A (en) 1973-02-06
IL38435A0 (en) 1972-02-29

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