EP2003252B1 - Système de commande de pieu vibratoire modulaire - Google Patents

Système de commande de pieu vibratoire modulaire Download PDF

Info

Publication number
EP2003252B1
EP2003252B1 EP08009993A EP08009993A EP2003252B1 EP 2003252 B1 EP2003252 B1 EP 2003252B1 EP 08009993 A EP08009993 A EP 08009993A EP 08009993 A EP08009993 A EP 08009993A EP 2003252 B1 EP2003252 B1 EP 2003252B1
Authority
EP
European Patent Office
Prior art keywords
gripping
pile
jaws
assembly
pile driver
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.)
Active
Application number
EP08009993A
Other languages
German (de)
English (en)
Other versions
EP2003252A1 (fr
EP2003252B8 (fr
Inventor
John W. Winnings
Mark Gustin
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.)
Hercules Machinery Corp En Unisto Ltd Oy
Original Assignee
Innovative Pile Driving Products LLC
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 Innovative Pile Driving Products LLC filed Critical Innovative Pile Driving Products LLC
Priority to PL08009993T priority Critical patent/PL2003252T3/pl
Publication of EP2003252A1 publication Critical patent/EP2003252A1/fr
Publication of EP2003252B1 publication Critical patent/EP2003252B1/fr
Application granted granted Critical
Publication of EP2003252B8 publication Critical patent/EP2003252B8/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00—Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/02—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers specially adapted for placing or removing bulkheads

Definitions

  • the present disclosure relates to pile driving equipment. More particularly, the present disclosure relates to a modular vibratory side grip pile driver system and method for assembly.
  • Vibratory pile drivers are used in a plurality of applications to drive pile, such as sheet pile, pipes, I-beams, H-beams, and poles, for example, into the ground.
  • the pile driver may be mounted on an excavator and include articulating arms and side-gripping jaws to facilitate the pile driving process.
  • a pile driver according to the preamble of claim 1 is known from EP-A1-496 167 .
  • the modular vibratory pile driving system of the present invention comprises a base unit having a housing, a vibratory gear case and a mounting base rigidly connected to the housing. It also includes two jaws that are spaced apart longitudinally wherein the jaws include jaw halves that are movable relative to each other to enable a pile to be gripped.
  • each of the jaws includes a stationary jaw half rigidly connected to the mounting base and a pivotable jaw rotatably connected to the mounting base and caused to open and close through the action of one or more hydraulic cylinders.
  • the pile driver system also includes a set of gripping assemblies having different gripping profiles adapted for gripping a variety of different pile profiles.
  • gripping assemblies are interchangeable so that the same base unit can be utilized to drive a variety of pile profiles.
  • the gripping assemblies include elements that are removably attached to the stationary jaw halves as well as removable pivot arms including gripping profiles that match the profiles of the gripping assemblies mounted to the stationary jaws.
  • the modular vibratory pile driver system eliminates the need to obtain a plurality of pile drivers matching the types of pile to be driven.
  • the modular vibratory pile driver uses the same housing and gear case for all types of pile and utilizes modular sets of gripping assemblies to facilitate driving different types of pile, thereby reducing costs and saving time.
  • the modular vibratory pile drivers of the present disclosure facilitate centering of the pile with the pile driver, thereby enhancing the efficiency of energy transfer to the pile and reducing the stress on the gear case of the pile driver.
  • the modular vibratory pile driver facilitates straight driving of the pile because the centerline of the pile matches the centerline provided by the selected modular gripping assembly set.
  • the present invention is a modular side grip vibratory pile driver system comprising a housing that includes a mounting base comprising first jaw halves.
  • a vibratory gear case is mounted to the housing and a pivotable arm assembly forming two second jaw halves is pivotally connected to the housing.
  • the respective first and second jaw halves form a pair of spaced apart jaws adapted for gripping a pile at two longitudinally spaced apart locations.
  • An attachment assembly connects the housing to a construction machine.
  • the housing is rotatably connected to the attachment assembly and rotatable between a first position wherein the jaws are oriented vertically and spaced apart horizontally and a second position wherein the jaws are oriented horizontally and spaced apart vertically.
  • the jaws are open thereby forming a gap so that a pile can enter the jaws laterally.
  • a plurality of sets of gripping assemblies having different gripping profiles adapted for gripping a variety of different pile profiles are interchangeably connected to and form the pile gripping elements of the jaws.
  • the jaws include a single set of the interchangeable gripping assemblies detachably and interchangeably connected thereto.
  • the invention constitutes a method of changing a modular side grip vibratory pile driver from a first configuration to a second configuration.
  • One of the sets of gripping assemblies is selected from the plurality of sets wherein the selected gripping assembly accommodates the profile of a pile to be driven and this gripping assembly is substituted for the current set of gripping assemblies forming the gripping surfaces on each of the jaws.
  • each of the jaws comprises a stationary jaw half and a removably rotatable jaw half and the step of substituting comprises replacing the current rotatable jaw halves with rotatable jaw halves from the plurality of sets having a gripping profile that accommodates the profile of the pile to be driven.
  • the gripping assembly on the stationary jaw is replaced with a gripping assembly from the plurality of sets that accommodates the pile profile.
  • modular vibratory side grip pile driver 30 is shown and generally includes housing 31, first assembly 35, and jaw assembly 50.
  • Pile driver 30 may be used to grasp and drive sheet or beam, e.g., I-beam and H-beam, pile 33 into the ground.
  • Housing 31 includes vibratory gear case 36 and mounting base 37.
  • Bracket 41 connects housing 31 to attachment assembly 32 which is used to attach pile driver 30 to an excavator or other suitable construction machine for mounting pile driver 30 thereon.
  • Rotational connector 38 is provided along with attachment plate 32 to permit rotation of housing 31 relative to the excavator.
  • Pile driver 30 is a modification of the Model SPM 15 vibratory pile driver manufactured by Hercules Machinery Corporation of Fort Wayne, Indiana, and incorporates most of the mechanism of such pile driver except for the structure that adds the modularity feature. In other words, the base unit remains the same for the various configurations adapted to grip certain types of sheet, pipe, H or other pile.
  • Mounting assembly 35 includes a mounting base 37 rigidly connected to the housing 31 and forming a first pair of jaw halves 37a and first gripping assembly 39.
  • mounting base 37 having jaws 37a is stationary relative to gear case 36.
  • mounting base 37 is movable relative to gear case 36.
  • first gripping assembly 39 includes first gripping mount 53 which may include a plurality of slots 54 for mating engagement with a plurality of fasteners 55 for securing first gripping mount 53 to mounting base 37.
  • First gripping assembly 39 also includes two contact plates 47 for providing direct contact with sheet pile 33.
  • contact plates 47 have a knurled or otherwise roughened surface to enhance and facilitate gripping of sheet pile 33.
  • Each contact plate 47 is assembled to first gripping mount 53 with rubber washer 46, bolt 43, spring 45, and nut 44. Spring 45 advantageously allows contact plate 47 to adjust during engagement of sheet pile 33.
  • jaw assembly 50 comprises a pair of jaws including first gripping assembly 39, arms 40, and arm gripping assemblies 52.
  • Each arm 40 is pivotally and detachably affixed to housing 31 and preferably to an extension of mounting base 37 via pin 48 which creates a pivot joint of arm 40 relative to base 37.
  • Each arm 40 is connected via pin 49 to hydraulic cylinder 42 which is connected to a hydraulic system (not shown) of the excavator to which pile driver 30 is attached to provide pivot control of arms 40.
  • Each arm 40 includes an arm gripping assembly 52 detachably affixed thereto.
  • Each arm gripping assembly 52 includes contact plate 47 which is connected to arm 40 via rubber washer 46, bolt 43, spring 45, and nut 44.
  • pile driver 30 preferably includes lower jaws 51 which provide mating contact plates 47 for gripping a top portion of sheet pile 33 to facilitate final driving of pile 33 into the ground.
  • jaw assembly 50 provides side-gripping force on pile 33 in which arms 40 are hydraulically actuated to grasp and move sheet pile 33 into a desired location for driving pile 33 into the ground.
  • the upper and lower sets of jaw halves forming the jaws of jaw assembly 50 are open so that a pile 33 can enter the jaws laterally and then be gripped when the jaws 50 are closed.
  • Arms 40 secure pile 33 while gear case 36 provides vibration while the excavator guides modular vibratory pile driver 30 towards the ground and sheet pile 33 into the ground.
  • Modular vibratory pile driver 30 defines centerline 60 ( Fig. 4 ) along which the most focused and concentrated power is developed in pile driver 30.
  • centerline 60 matches centerline 61 of sheet pile 33, thereby enhancing the efficiency of energy transfer to pile 33 and reducing stress on gear case 36.
  • modular vibratory pile driver 30 facilitates substantially straight driving of pile 33 because centerline 60 matches centerline 61.
  • modular vibratory pile driver configuration 130 is shown and is substantially identical to modular vibratory pile driver 30, described above with reference to Figs. 1-7 , except for arms 140, arm gripping assembly 152, and first gripping assembly 139, as described below that have been installed in place of arms 40 and gripping assemblies 52 and 39, respectively.
  • housing 31 remains the same in the configuration shown in Figs. 8-11 as compared with the configuration shown in Figs. 1-7 .
  • modular vibratory side grip pile driver 130 configured as a cylindrical pile driver is shown and generally includes housing 31, assembly 135, and jaws 150. Pile driver 130 may be used to grasp and drive large pipe pile 133 into the ground or other desirable location.
  • Mounting assembly 135 includes mounting base 37 and first gripping assembly 139.
  • First gripping assembly 139 includes first gripping mount 153 detachably mounted to base 37.
  • First gripping assembly 139 also includes two contact surfaces 147 for providing direct contact with pile 133.
  • contact surfaces 147 are arcuate to match the outer diameter of pile 133 and are knurled to enhance and facilitate gripping of pile 133.
  • Jaw assembly 150 includes mounting base 37, first gripping assembly 139, arms 140, and arm gripping assemblies 152.
  • Each arm 140 is pivotally and detachably affixed to base 37 via pin 48 which creates a pivot joint of arm 140 relative to mounting base 37.
  • Each arm 140 is connected via pin 49 to hydraulic cylinder 42 which is connected to a hydraulic system (not shown) of the excavator to which pile driver 130 is attached to provide pivot control of arms 140.
  • Each arm 140 includes an arm gripping assembly 152 detachably affixed thereto.
  • Arm gripping assembly 152 includes arm gripping mount 156 with contact surfaces 147 for providing direct contact with pile 133.
  • contact surfaces 147 are arcuate to match an outer diameter of pile 133 and are knurled to enhance and facilitate gripping of pile 133.
  • Arm gripping assembly 152 and first gripping assembly 139 encircle pile 133 and form pipe grip engagement 157 therebetween, as shown in Fig. 11 .
  • Pipe grip engagement 157 between arm gripping assembly 152 and first gripping assembly 139 prevents deformation of pile 133 when jaw assembly 150 is clamped shut and also enhances the hold of pile 133 in pile driver 130.
  • pile driver configuration 130 may optionally include lower jaws 151 which provide mating contact surfaces 147 for gripping a top portion of pile 133 for final driving of pile 133 into the ground.
  • jaw assembly 150 provides side gripping force on pile 133 in a substantially similar manner as jaw assembly 50; described above with respect to Figs. 1-7 .
  • modular vibratory pile driver configuration 130 defines centerline 160 ( Fig. 11 ) which substantially matches centerline 161 of pile 133.
  • a user of pile driver 30 removes pins 48, 49 associated with arms 40. Arms 40 are then removed from mounting base 37. Arms 140 may then be attached to mounting base 37 with pins 48, 49 to form configuration 130 which is now equipped to grip pile 133.
  • modular vibratory pile driver configuration 230 is shown and is substantially identical to configurations 30, 130, described above with reference to Figs. 1-7 and 8-11 , except for arm gripping assembly 252 and first gripping assembly 239, as described below, i.e., all of the structure, including housing 31, remains the same in the configuration shown in Figs. 12-16 as compared with the configurations shown in Figs. 1-7 and 8-11 , and arms 140 remain the same in the configuration shown in Figs. 12-16 as compared with the configuration shown in Figs. 8-11 .
  • Replacement gripping assemblies 235, 239, 250 and 252, gripping mounts 253 and 256 and contact services 247 are sized to match the smaller diameter cylindrical pipe pile 233.
  • jaw assembly 250 provides side gripping force on pile 233 in a substantially similar manner as jaws 50, 150, described above with respect to Figs. 1-7 and 8-11 .
  • modular vibratory pile driver 230 defines centerline 260 ( Fig. 16 ) which substantially matches centerline 261 of pile 233.
  • first gripping assembly 139 and arm gripping assemblies 152 removes fasteners 155 from first gripping assembly 139 and arm gripping assemblies 152 to detach first gripping assembly 139 and arm gripping assemblies 152.
  • First gripping assembly 239 and arm gripping assemblies 252 may then be respectively attached to mounting base 37 and arms 140 with fasteners 255, thereby forming configuration 230 which is equipped to grip smaller diameter pile 233.
  • first gripping assembly 139 includes first gripping mount 153 which includes a plurality of slots 154 for mating engagement with a plurality of fasteners 155 for detachably affixing first gripping mount 153 to mounting base 37.
  • Slots 154 are provided instead of holes or apertures sized to accept fasteners 155 because slots 154 allow first gripping mount 153 to move and slightly adjust front-to-back and side-to-side relative to base 37, thereby allowing first gripping mount 153 to align with arm gripping assembly 152 to securely hold pile 133.
  • First gripping assembly 139 also may include two contact surfaces 147 for providing direct contact with pile 133.
  • Piles 133, 233 may be formed as Schedule 40 piping having an outer diameter as small as approximately 1 ⁇ 2", 1", 11 ⁇ 2", 2", 3", 4", or 41 ⁇ 2", or as large as 40", 30", 20", 15", 10", 9", 8", 7", 65 ⁇ 8", 6", 51 ⁇ 2", or 5".
  • modular vibratory pile driver configurations 30, 130, 230 provide flexibility and options depending on the type of pile to be driven into the ground.
  • pile driver configuration 30 may be used to drive a sheet pile, e.g., sheet pile 33, into the ground.
  • a user of pile driver 30 may want to drive a pipe pile.
  • the user simply removes arms 40 from pile driver 30 and replaces them with arms 140 using the same attachments, i.e., pins 48, 49, to attach arms 140 to mounting base 37 and hydraulic cylinders 42 to form configuration 130.
  • arms 140 have arm gripping assembly 152 detachably affixed thereto and mounting base 37 has complementary first gripping assembly 153 detachably affixed thereto to accommodate large pipe pile 133.
  • arms 140 have arm gripping assemblies 252 detachably affixed thereto and base 37 has complementary first gripping assembly 253 detachably affixed thereto to accommodate small pipe pile 233. Therefore, arms 40, 140, arm gripping assemblies 152, 252, and first gripping assemblies 153, 253 are modular attachments that may be interchanged depending on the size and type of pile to be driven into the ground.
  • the modular vibratory pile driver configuration described in the present application provide various degrees of modularity to provide variability and flexibility in selecting components to provide the optimum outcome for a desired pile driving procedure.
  • the pivotable arms are replaced with a different set of pivotable arms.
  • the arms remain attached to the first portion but the gripping assemblies are replaced with a different set of gripping assemblies.
  • the modular vibratory pile driver configurations of the present application all utilize the same housing 31 including gear case 36 and mounting base 37.
  • a user of the pile driver only needs to purchase a single base unit, instead of purchasing three or more separate pile drivers.
  • the modular attachments of the present application are advantageously used interchangeably with the base unit to provide a modular side grip vibratory pile driver. Therefore, the overall cost of the pile driving system is substantially reduced. Moreover, the efficiency of the pile driving system is maintained.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Measuring Volume Flow (AREA)
  • Percussive Tools And Related Accessories (AREA)

Claims (11)

  1. Système modulaire vibrant d'enfoncement de pieux à serrage latéral (30), comprenant :
    un carter (31), ledit carter comportant une base de montage (37) avec deux premières moitiés de mâchoires (37a) ;
    un carter de mécanisme vibrant (36) monté sur le carter (31) ;
    un ensemble de bras qui forme deux secondes moitiés de mâchoires (40) reliées pivotantes au carter, les premières et secondes moitiés de mâchoires respectives formant une paire de mâchoires espacées aptes à serrer un pieu (33) à deux endroits espacés longitudinalement ;
    un ensemble de fixation (32) qui est apte à relier le carter (31) à une machine de construction, ledit carter étant relié en rotation à l'ensemble de fixation et étant apte à tourner entre une première position dans laquelle les mâchoires (37a, 40) sont orientées à la verticale et sont espacées horizontalement, et une seconde position dans laquelle les mâchoires sont orientées à l'horizontale et sont espacées verticalement ; caractérisé par :
    plusieurs jeux d'ensembles de serrage (39, 139, 239) qui ont différents profils de serrage aptes à serrer une variété de différents profils de pieux, ces jeux d'ensembles de serrage (39, 139, 239) étant aptes à être reliés de manière interchangeable aux mâchoires et formant des éléments de serrage de pieux de celles-ci ;
    les mâchoires (37a, 40) comprenant un seul jeu des ensembles de serrage reliés de manière interchangeable qui sont reliés auxdites mâchoires de manière amovible et interchangeable ;
    les mâchoires étant ouvertes et formant un espace de telle sorte qu'un pieu (33) puisse entrer dans les mâchoires latéralement.
  2. Système modulaire d'enfoncement de pieux selon la revendication 1, caractérisé en ce que quelques-uns au moins des jeux d'ensembles de serrage (39, 139, 239) comprennent un premier ensemble de serrage qui est monté de manière amovible sur la base de montage (37).
  3. Système modulaire d'enfoncement de pieux selon la revendication 2, caractérisé en ce que les ensembles de serrage (39, 139, 239) comprennent plusieurs fentes (54), lesdites fentes étant conçues pour permettre le passage d'attaches (55) pour fixer l'ensemble de serrage à la base de montage (37), et pour permettre le réglage du premier ensemble de serrage par rapport à la base de montage.
  4. Système modulaire d'enfoncement de pieux selon la revendication 2 ou 3, caractérisé en ce que les quelques jeux d'ensembles de serrage (39, 139, 239) comprennent des paires de bras rotatifs de remplacement (40, 140) qui sont interchangeables avec les bras qui forment les secondes moitiés de mâchoires, les bras de remplacement ayant des profils de serrage qui correspondent aux premiers ensembles de serrage respectifs.
  5. Système modulaire d'enfoncement de pieux selon l'une quelconque des revendications précédentes, caractérisé en ce que quelques-uns au moins des jeux d'ensembles de serrage (39, 139, 239) comprennent un second ensemble de serrage (152) qui est monté de manière amovible sur l'ensemble de bras (140).
  6. Système modulaire d'enfoncement de pieux selon la revendication 5, caractérisé en ce que le second ensemble de serrage (152) comprend plusieurs fentes (154) qui sont conçues pour permettre le passage d'attaches (155) pour fixer le second ensemble de serrage aux bras, et pour permettre le réglage de celui-ci par rapport aux bras.
  7. Système modulaire d'enfoncement de pieux selon l'une quelconque des revendications précédentes, caractérisé en ce que les jeux d'ensembles de serrage (139, 239, 39) sont conçus respectivement pour serrer un tuyau relativement grand (133), un tuyau relativement petit (233), une palplanche (33) et un poteau.
  8. Système modulaire d'enfoncement de pieux selon l'une quelconque des revendications précédentes, caractérisé en ce que les secondes moitiés de mâchoires (40) sont mobiles d'une configuration ouverte vers une configuration fermée, par rapport aux premières moitiés de mâchoires (37a), étant précisé que dans la configuration fermée, les premières moitiés de mâchoires (37a) et les secondes moitiés de mâchoires (40) s'interpénètrent.
  9. Procédé pour faire passer un engin modulaire vibrant d'enfoncement de pieux à serrage latéral (30) d'une première configuration à une seconde configuration, le procédé comprenant les étapes qui consistent :
    à prévoir un engin modulaire vibrant d'enfoncement de pieux à serrage latéral comprenant un carter (31), un carter de mécanisme vibrant (36) qui est monté sur ledit carter et une paire de mâchoires espacées (37a, 40), le carter étant relié en rotation à une machine de construction et étant apte à tourner entre une première position dans laquelle les mâchoires sont orientées à la verticale et sont espacées horizontalement, et une seconde position dans laquelle les mâchoires sont orientées à l'horizontale et sont espacées verticalement, les mâchoires étant ouvertes et formant un espace de telle sorte qu'un pieu (33) peut entrer dans les mâchoires latéralement, les mâchoires comportant un jeu courant d'ensembles de serrage (39) qui offrent des surfaces de serrage de pieu sur les mâchoires ;
    à prévoir plusieurs jeux d'ensembles de serrage (39, 139, 239) qui ont différents profils de serrage aptes à serrer une variété de profils de pieu différents (33, 133, 233) ; et
    à sélectionner l'un des jeux d'ensembles de serrage qui reçoit le profil d'un pieu à enfoncer, et à substituer le jeu sélectionné au jeu courant d'ensembles de serrage, pour configurer ainsi l'engin d'enfoncement de pieux en vue d'enfoncer un pieu avec un profil complémentaire.
  10. Procédé selon la revendication 9, caractérisé en ce que les jeux d'ensembles de serrage (139, 239, 39) sont conçus respectivement pour serrer un tuyau relativement grand (133), un tuyau relativement petit (233), une palplanche (33) et un poteau.
  11. Procédé selon les revendications 9 ou 10, caractérisé en ce que chacune des mâchoires (37a, 40) comprend une moitié fixe (37a) et une moitié rotative amovible (40), et l'étape de la substitution comprenant :
    le remplacement des moitiés de mâchoires rotatives courantes (40) par les moitiés de mâchoires rotatives (40, 140, 240) à partir des jeux ayant un profil de serrage qui reçoit le profil du pieu à enfoncer, et
    le remplacement d'un ensemble de serrage sur la mâchoire fixe (37a) par un ensemble de serrage (37a) à partir des jeux qui reçoivent le profil du pieu à enfoncer.
EP08009993A 2007-06-14 2008-05-31 Système de commande de pieu vibratoire modulaire Active EP2003252B8 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08009993T PL2003252T3 (pl) 2007-06-14 2008-05-31 Układ modułowego wibracyjnego kafara

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US94397907P 2007-06-14 2007-06-14
US12/041,133 US20080310923A1 (en) 2007-06-14 2008-03-03 Modular vibratory pile driver system

Publications (3)

Publication Number Publication Date
EP2003252A1 EP2003252A1 (fr) 2008-12-17
EP2003252B1 true EP2003252B1 (fr) 2009-12-09
EP2003252B8 EP2003252B8 (fr) 2010-02-17

Family

ID=39671330

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08009993A Active EP2003252B8 (fr) 2007-06-14 2008-05-31 Système de commande de pieu vibratoire modulaire

Country Status (7)

Country Link
US (1) US20080310923A1 (fr)
EP (1) EP2003252B8 (fr)
AT (1) ATE451503T1 (fr)
CA (1) CA2634402C (fr)
DE (1) DE602008000376D1 (fr)
MX (1) MX2008007656A (fr)
PL (1) PL2003252T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202018106039U1 (de) 2018-10-22 2018-11-02 Thyssenkrupp Ag Vibrationsrammvorrichtung
US11708677B2 (en) 2019-03-19 2023-07-25 Sadikoglu Makine Insaat Metal Plastik Kagit San. Ve Tic. Ltd. Sti Pile driving system

Families Citing this family (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100150296A1 (en) * 2007-05-22 2010-06-17 Kabushiki Kaisha Toshiba Preventive maintenance/repair device and preventive maintenance/repair method for cylindrical structure
CN102112685A (zh) * 2008-07-31 2011-06-29 Yk设备私人有限公司 打桩装置
US8342778B2 (en) * 2009-04-16 2013-01-01 Hercules Machinery Corporation Method and apparatus for facilitating the subterranean support of underground conduits having a fixed insertion axis
FI128958B (fi) * 2009-04-17 2021-04-15 Unisto Oy Laitteisto paalujen ja ponttien iskemiseksi maaperään
US8096733B2 (en) * 2009-07-10 2012-01-17 Hercules Machinery Corporation Apparatus for inserting sheet pile having an independently adjustable insertion axis and method for using the same
US8763719B2 (en) 2010-01-06 2014-07-01 American Piledriving Equipment, Inc. Pile driving systems and methods employing preloaded drop hammer
FI20100104A0 (fi) 2010-03-08 2010-03-08 Unisto Oy Paalujen maahan iskemiseen tarkoitettu laitteisto
US8434969B2 (en) * 2010-04-02 2013-05-07 American Piledriving Equipment, Inc. Internal pipe clamp
PL2561143T3 (pl) * 2010-04-19 2018-02-28 Movax Oy Urządzenie przeznaczone do wbijania pali w grunt
GB201112732D0 (en) * 2011-07-25 2011-09-07 Fast Frames Uk Ltd Pile guide
AU2012365870B2 (en) * 2012-01-19 2017-03-30 Thanh Minh VO Piling apparatus and process for installation of pile assembly
FI124083B (fi) * 2012-01-27 2014-03-14 Movax Oy Paalujen maahan iskemiseen tarkoitettu iskulaitteisto
US9249551B1 (en) 2012-11-30 2016-02-02 American Piledriving Equipment, Inc. Concrete sheet pile clamp assemblies and methods and pile driving systems for concrete sheet piles
FR3001239B1 (fr) 2013-01-18 2015-02-06 P T C Appareil destine a l'extraction ou a l'enfoncement dans le sol d'un objet tel qu'un pieu ou un tube et procede correspondant
US9371624B2 (en) 2013-07-05 2016-06-21 American Piledriving Equipment, Inc. Accessory connection systems and methods for use with helical piledriving systems
CN103485342B (zh) * 2013-09-02 2015-10-21 太重（天津）滨海重型机械有限公司 多角度抱桩装置及液压打桩锤多作用试车台
US10294624B2 (en) * 2014-03-25 2019-05-21 Les Produits Gilbert Inc. Vibratory apparatus for forcing members into and out of a material
RU2677492C1 (ru) * 2015-02-10 2019-01-17 Айдин ОЗКАН Соединительный адаптер
CN107709670B (zh) * 2015-07-29 2019-08-02 艾丁·奥兹康 抓取机
US10273646B2 (en) 2015-12-14 2019-04-30 American Piledriving Equipment, Inc. Guide systems and methods for diesel hammers
GB201604833D0 (en) * 2016-03-22 2016-05-04 Vp Plc And Dale Mansfield Ltd Improvements in and relating to tools
US10538892B2 (en) 2016-06-30 2020-01-21 American Piledriving Equipment, Inc. Hydraulic impact hammer systems and methods
CN109024598B (zh) * 2018-07-20 2020-08-28 浙江中星制针股份有限公司 一种各种板桩侧边夹持的打桩液压夹持锤
WO2020080980A1 (fr) * 2018-10-16 2020-04-23 Bruno Vedin Appareil pour enfoncer et tirer des objets allongés dans et hors du sol ou similaire
CN109356166B (zh) * 2018-11-06 2023-12-29 福建卓越建设工程开发有限公司 钢管桩-拉森钢板桩曲直结合打设组合支护体系及施工方法
KR102185754B1 (ko) 2020-07-16 2020-12-02 서원교 측면타입 바이브로 해머용 굴착기 결속장치
GB2618092A (en) * 2022-04-26 2023-11-01 Dawson Const Plant Ltd Side grip vibratory pile driver
EP4357534A1 (fr) 2022-10-20 2024-04-24 Movax Oy Système de vibration de pieux
KR20230002160A (ko) 2022-12-09 2023-01-05 (주) 대동이엔지 정밀 수직시공 시스템을 가진 파일 드라이버

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58143017A (ja) * 1982-02-17 1983-08-25 Takechi Koumushiyo:Kk 鋼管体の押し込み引き抜き装置
JPS57184129A (en) * 1982-03-31 1982-11-12 Junzo Mizobuchi Vibration type pile-driving and drawing machine
GB2130997B (en) * 1984-06-11 1985-09-18 Joseph Samuel Neil Vibration clamping device for use in supporting and placing sheeting when excavating
US4819740A (en) * 1987-11-16 1989-04-11 Vulcan Iron Works Inc. Vibratory hammer/extractor
JPH04315609A (ja) * 1991-01-24 1992-11-06 Kenchiyou Kobe:Kk 振動杭打機
FI923880A0 (fi) * 1991-09-30 1992-08-28 Raunisto Airi Slaganordning.
US5304015A (en) * 1993-02-17 1994-04-19 Sonomura Roy N Pile grabber apparatus
US5355964A (en) * 1993-07-12 1994-10-18 White John L Pile driving and/or pile pulling vibratory assembly with counterweights
US5609380B1 (en) * 1994-11-15 2000-09-12 American Piledriving Equipment Inc Clamp assemblies for driving piles into the earth
US5549168A (en) * 1995-02-06 1996-08-27 Mgf Maschinen- Und Geraete-Fabrik Gmbh Pile driving apparatus
US5653556A (en) * 1995-10-10 1997-08-05 American Piledriving Equipment, Inc. Clamping apparatus and methods for driving caissons into the earth
JP3050523B2 (ja) * 1996-04-25 2000-06-12 日本車輌製造株式会社 チュービング装置用回転反力取り装置
DE69727306T2 (de) * 1996-10-07 2004-11-25 PHD, Inc., Fort Wayne Modulare stanzteilübertragungseinrichtung
US6447036B1 (en) * 1999-03-23 2002-09-10 American Piledriving Equipment, Inc. Pile clamp systems and methods
GB2358035B (en) * 1999-12-10 2004-02-25 Aldridge Piling Equipment Pile driving
CA2452448A1 (fr) * 2003-12-04 2005-06-04 Joseph R.E. Nimens Methode et appareil pour installer un pieu helicoidal

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202018106039U1 (de) 2018-10-22 2018-11-02 Thyssenkrupp Ag Vibrationsrammvorrichtung
US11708677B2 (en) 2019-03-19 2023-07-25 Sadikoglu Makine Insaat Metal Plastik Kagit San. Ve Tic. Ltd. Sti Pile driving system

Also Published As

Publication number Publication date
DE602008000376D1 (de) 2010-01-21
PL2003252T3 (pl) 2010-07-30
US20080310923A1 (en) 2008-12-18
EP2003252A1 (fr) 2008-12-17
MX2008007656A (es) 2009-03-04
CA2634402A1 (fr) 2008-12-14
ATE451503T1 (de) 2009-12-15
EP2003252B8 (fr) 2010-02-17
CA2634402C (fr) 2012-02-07

Similar Documents

Publication Publication Date Title
EP2003252B1 (fr) Système de commande de pieu vibratoire modulaire
CN203993050U (zh) 用于销轴的拆装装置
WO1994029533A1 (fr) Dispositif de couplage pour un outil de travail
JP3868046B2 (ja) 壁鋸装置および該装置用の鋸板
EP1844199A1 (fr) Dispositif de raccord rapide pour outil de travail
EP1192318A1 (fr) Dispositif de battage de pieux
CN212071771U (zh) 一种滚子链条快速拆装维修装置
EP1983112B1 (fr) Installation d'entraînement de piles et dispositif vibrant pour une telle installation
KR101196876B1 (ko) 굴삭기용 어태치먼트의 회전 제어장치
EP2703099B1 (fr) Support pour dispositif d'assemblage
EP2134903A1 (fr) Optimisations de l'enfoncement de pieu ou connexes à l'enfoncement de pieu
KR102073585B1 (ko) 토크핸들 조립을 위한 지그 및 토크핸들 조립장치
EP1105210B1 (fr) Marteau-pilon vibratoire a excentrique variable
US20080182738A1 (en) Robotic end-of-arm tool quick-change device
CN101808931A (zh) 用于多种机械构型的通用铺管机框架
KR101018767B1 (ko) 죠 크러셔
KR100778275B1 (ko) 강관 외면 용접 로봇의 자동주행장치
US11708677B2 (en) Pile driving system
CN114878388A (zh) 金属橡胶金属丝微动磨损及疲劳试验装置及其试验方法
JP6997353B1 (ja) 鋼製セグメントの製造方法
US6988433B2 (en) Power-operated tool holder
CN213944385U (zh) 拉拔器及钣金凹坑修复系统
KR20190070014A (ko) 기동장비 조향 핸들 탈거용 풀러
FI123633B (fi) Rikotusvasara ja kiinnitysmenetelmä
CN218253025U (zh) 一种白车身点焊焊点拆除工具

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

17P Request for examination filed

Effective date: 20090511

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: UNISTO OY LTD

Owner name: HERCULES MACHINERY CORPORATION,

REF Corresponds to:

Ref document number: 602008000376

Country of ref document: DE

Date of ref document: 20100121

Kind code of ref document: P

NLT2 Nl: modifications (of names), taken from the european patent patent bulletin

Owner name: HERCULES MACHINERY CORPORATION, EN UNISTO OY LTD

Effective date: 20100120

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100309

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20091209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100309

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100409

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100320

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100310

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

26N No opposition filed

Effective date: 20100910

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100531

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20091209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100531

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100610

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100509

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120531

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120531

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: RO

Payment date: 20230515

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20230518

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20240527

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20240524

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20240527

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20240528

Year of fee payment: 17

Ref country code: FI

Payment date: 20240524

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20240527

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20240528

Year of fee payment: 17