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Publication numberUS3509948 A
Publication typeGrant
Publication dateMay 5, 1970
Filing dateSep 20, 1968
Priority dateSep 28, 1967
Publication numberUS 3509948 A, US 3509948A, US-A-3509948, US3509948 A, US3509948A
InventorsBesnard Pierre
Original AssigneeGen Du Vide Sogev Soc
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Pile driving system
US 3509948 A
Abstract  available in
Images(3)
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Claims  available in
Description  (OCR text may contain errors)

May 5, 1970 P. BESNARD 8 PILE DRIVING SYSTEM Filed Sept. 20; 1968 3 Sheets-Sheet 2 y 5, 1970 P; BESNARD 3,509,948

FILE DRIVING SYSTEM Filed Sept. 20, 1968 v 5 Sheets-Sheet a l o a o United States Patent 3,509,948 PILE DRIVING SYSTEM Pierre Besnard, Paris, France, Assignor to Societe Generale du Vide (Sogev), Paris, France, a corporation of France Filed Sept. 20, 1968, Ser. No. 761,066 Claims priority, appliclsatgogzgrance, Sept. 28, 1967,

Int. Cl. E02d US. Cl. 173-44 6 Claims ABSTRACT OF THE DISCLOSURE A housing, for example suspended on a crane or on pile driving guides, has a vibrator suspended therein by means of springs. The vibrator has an element movable in the direction to drive the pile and connect it thereto, as well as a reaction body. A first spring supports the reaction body within the housing and a second spring supports the housing on the movable element of the vibrating mass, so that the vibrating mass is low, while the static load of the weight of the entire vibrator and housing presses the pile to be driven into the soil.

The present invention relates to pile driving systems, and more particularly to apparatus to secure posts, piles, pylons, poles and the like in the soil, and generally to place any heavy mass in the soil.

When driving piles or posts into the soil, two masses are of importance, namely the mass subject to dynamic, that is usually vibratory movement, and a static load of the pole itself. In the usual vibrator type pile driving machines, the static mass usually is formed by the weight of the entire pile driving assembly, and is also more or less entirely subjected to dynamic force. A heavy weight, permitted to drop or to vibrate with, or against the pile to be driven, is used. The reaction of the heavy weight forms the useful force. It is also, however, applied to a large mass, so that the level of accelerating force applicable against the top pile is limited.

It is an object of the present invention to provide a pile driving equipment in which dynamic, that is vibratory forces and static loads are separated, so that higher acceleration of movement of the vibrating element is possible.

SUBJECT MATTER OF THE PRESENT INVENTION A movable element is directly connected to the pile or post to be driven, in order to transfer thereto the useful dynamic force. A movable element, in form of a piston, with hydraulic vibrators, and the post to be driven, are the only elements of the machine which are subject to vibration, and thus to dynamic force. The machine parts may be constructed so that they have only a small mass, small certainly with respect to the mass of the entire pile driving equipment, so that high accelerating forces can be developed. The reaction mass of the equipment is applied to the piston by means of a resilient elastic element, such as springs, or air cushions, in order to provide a static downwardly directed load component to the pile to be driven without, however, having any appreciable vibration. Thus, complementary counterweights to absorb return shocks of the reaction mass are not necessary and the vibrations applied to the pile to be driven are not attenuated. The soft springy suspension of the dead weight of the reaction mass with respect to the vibrating body further limits metal fatigue within the structure itself and increases the efficiency of energy transfer from the dynamic part of the machine.

3,509,948 Patented May 5, 1970 ice The vibrator itself is preferably a hydraulic machine, carrying an element movable in the direction of the mass to be driven into the soil, and connected thereto for example by a collar. The reaction mass, within which the movable element is located, is retained in a housing by means of a first set of resilient springs, such as air cushions; the housing itself is supported on the movable element by a second set of resilient means such as air cushions or other springs. The entire equipment may be supported for example by a cable from a construction crane, or may be guided on guide rails forming part of a battering ram.

The structure, organization and operation of the invention will now be described more specifically in the following detailed description with reference to the accompanying drawings in which:

FIG. 1 is a schematic vertical cross-sectional view of a pile driving system in accordance with the present invention;

FIG. 2 is a schematic representation of a complete pile driving equipment mounted on a construction crane; and

FIG. 3 is a schematic illustration of pile driving equipment using a battering ram.

Referring now to FIG. 1: a housing 2 is supported from a cable 3. Within housing 2, a reaction mass 6 is located, having a central =bore through which a movable element 5, movable in the direction of a pile 1 to be driven into the soil, is located. Pile 1 is connected to movable element 5 by means of a collar 8.

The reaction mass is formed with a cylinder, shown as a pair of chambers 10, 11, within which a piston 9, connected to movable element 5, is slidable.

Resilient means, such as air cushions 7, 7 (shown, for purposes of illustration, as springs in the drawing) support a reaction mass *6 within the housing 2. Unless the housing 2 is suspended from cable 3 it, itself, is supported by means of a resilient element 4, which may again be an air cushion, or any other spring, from movable element 5. Hydraulic connections, to admit hydraulic fluid to chambers 10, 11, alternately, to effect vibration of element 5, are drilled into reaction mass 6; such connections, being wellknown, are not shown in the figure for simplicity.

Operation: Before starting driving of pile 1, the apparatus is adjusted. Springs 7 are adjusted in such a manner that they will support the vibrating element 6 substantially horizontally Within the housing, that is in line with the pile to be driven, and substantially in the center thereof. Thereafter, housing 2 to which the pile 1 is attached by means of the collar is lifted by cable 3, the pile 1 is set at its intended position of placement. Thereafter, by admitting hydraulic fluid in chambers 10, or 11, the horizontal axis of piston 9 of the movable element is leveled and brought into coincidence with horizontal axis of the reaction mass 6. Then resilient element 4 is adjusted in such a manner that, when the housing 2 rests freely on pile 1 (that is, cable 3 is slack) no hydraulic pressure :dilferential will occur within cylinder chambers 10 and 11. adjustment of the spring tensions being completed, the machine is ready to be placed in operation.

FIG. 2 illustrates, schematically, an entire pile setting apparatus. Housing 2, to which a pile 1 (shown schematically) is attached, is held by a cable 15 passing over a pulley 14, attached to a boom 13, on a traveling crane 12. Traveling crane 12, as usual, will include a counterweight, motors, lifting and inclination controls for housing 2 and for the boom and the like.

Hydraulic supply 16 is connected by means of piping to the hydraulic vibrator in housing 2.

FIG. 3 illustrates a different arrangement to guide and place the piles to be driven. Again, housing 2, to which a pile 1 is attached, is suspended by a cable 15. A battering ram, having a motor 18, supplying both motive power for the entire equipment as well as for the hydraulic vibrator, is placed on a platform 17 running on track 19. A pair of upright frames 20 are secured to platform 17 by linkage arms 21. Uprights 20 are provided with parallel guide rails 27, to guide housing 2 in the direction in which the pile is to be set.

Housing 2 is lifted, or lowered, by cable 15, which passes through the notch of pulley assembly 23, secured to uprights 20 on a headpiece 24. A lower guide 25 is placed at the bottom of uprights 20 in order to positively guide pile 1 to be driven. Hydraulic supply 26 is connected by means of partly rigid, partly flexible tubing, to the hydraulic vibrator within housing 2.

In the apparatus of the present invention, only the movable element 5 within the vibrator, the collar, and

the pile 1 to be driven, are subject to vibration, so that high-accelerating forces can be developed. This is possible due to the spring suspension of the vibrator within the housing. The presence of the resilient elements within the housing permit uncoupling of housing 2 from the vibratory forces, thus avoiding metal fatigue of its components, as well as transfer of vibratory forces to the frame, or battering ram assembly holding housing 2 in position. The reaction mass 6 is so dimensioned that it will have very little vibration itself, so that any vibration that it will be subjected to will be small and the amplitude thereof highly attenuated. Thus, non-useful energy, which has to be supplied by the hydraulic vibrator, is reduced and the efliciency of transfer of dyand resilient means interconnecting said vibrating means, said mass, and said housing,

characterized in that said resilient means comprises a first resilient suspension means (7) supporting said reaction body (6) in said housing (2);

a second resilient suspension means (4) supporting said housing (2) and said resiliently supported reac-- tion body (6) therein on said movable element (5) of the vibrating means; and the mass of the vibrating element is small with respect to the mass of the housing and said reaction body whereby, upon vibration of said vibrating means, said movable element (5) and said mass to be driven will be vibrated, while static pressure will be applied by the weight of said housing, said reaction body and said vibrating means within said housing, and said reaction body is isolated from vibrations by said first and second resilient means. 2. Pile driving system according to claim 1 wherein said vibrating means is a hydraulic vibrator.

3. Pile driving system according to claim 1 wherein said resilient means are air-cushions.

4. Pile driving system according to claim 1, including a support crane supporting said housing.

5. Pile driving system according to claim 1 including a pair of vertical guide rails (27), pulleys (23) at the top of said guide rails, and means supporting said housing from said pulleys, said housing being vertically slidable namic force tothe pile to be driven enhanced. Due to the dc-coupling of static masses from the vibratory element without reducing the vibratory effect on the pile itself, the speed of driving of the pile is increased.

The present invention has been described in connection with pile driving equipment used in heavy construction. Various changes and modifications may be made as determined by applications or uses, such as when driving well pipe or the like, within the scope of the invention concept. The present invention is applicable to any objects to be driven into the ground, which will hereinafter, generically, be referred to as a mass.

I claim: 1. Pile driving system for driving a mass into the ground, having a housing (2) a vibrating means (6, 9, 10, 11), having an element (5) movable in the direction of driving said mass and a reaction body (6);

on said guide rails.

6. Pile driving system according to claim 1 wherein said vibrating means comprises a cylinder chamber (9, 10) formed in said reaction y a piston (9) connected to said movable element (5) within said cylinder chamber, and fluid means alternately admitting fluid under pressure to opposite sides of-said piston in said cylinder chamber to vibrate said piston and with it said movable element (5) and said mass (1) to be driven.

References Cited UNITED STATES PATENTS 3,168,140 2/1965 Bodine -56 X 3,215,209 11/1965 Desvaux et a1 175-55 X 3,394,766 7/1968 Lebelle 175-55 X ERNEST R. PURSER, Primary Examiner US. Cl. X.R.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US3168140 *Dec 22, 1960Feb 2, 1965Bodine Jr Albert GMethod and apparatus for sonic jarring with fluid drive
US3215209 *Nov 20, 1961Nov 2, 1965Francois BerthetDevice for acting on piles, tubing, sheet-piling and the like
US3394766 *Oct 27, 1966Jul 30, 1968Louis Lebelle JeanApparatus for emplacing elongated rigid members into the soil selectively in a vibratory mode or in a percussive mode
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US4280558 *Nov 23, 1979Jul 28, 1981Bodine Albert GSonic technique and system for facilitating the extraction of mineral material
US4506744 *Sep 8, 1981Mar 26, 1985Dawson Construction Plant LimitedPile hammer
US4890682 *May 5, 1989Jan 2, 1990Shell Oil CompanyApparatus for vibrating a pipe string in a borehole
US6763897Apr 19, 2002Jul 20, 2004Black & Decker Inc.Hammer
US7451833 *Jun 22, 2006Nov 18, 2008Black & Decker Inc.Vibration dampening mechanism
US8474547 *Oct 14, 2008Jul 2, 2013Longyear Tm, Inc.Isolation system for drilling systems
DE10030859A1 *Jun 23, 2000Jan 3, 2002Thyssenkrupp AgVibrator mit einer Linearantriebseinheit zur Einwirkung auf Rammgut
EP1937929A1 Sep 21, 2006Jul 2, 2008Flexidrill LimitedDrill string suspension
Classifications
U.S. Classification173/44, 175/56, 173/162.1
International ClassificationE02D7/18, E02D7/00
Cooperative ClassificationE02D7/18
European ClassificationE02D7/18