序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
81 RAMMSPITZE FÜR PFAHL EP13716208.7 2013-04-12 EP2839083A1 2015-02-25 COULON, Jérôme; MUTSCHLECHNER, Hermann
The invention relates to a drive point (1) for a substantially tubular, in particular hollow cylindrical, driven pile (2) having a pile core (3) through which concrete can be introduced into the driven pile (2), wherein the drive point (1) can be fitted onto one end (4) of the driven pile (2), wherein at least one first supporting web (6) with a first contact surface (7) for an end face (8) of the pile end (4) is arranged on an inner wall (5) of the drive point (1), wherein starting from the plane of the first bearing surface (7) the drive point (1) has a cavity (9) which extends at least partially in the driving direction (E) and into which concrete can be introduced through the pile core (3) when the driven pile is fitted, wherein at least one concrete outlet channel (10) is provided which connects the cavity (9) to an upper edge (11) of the drive point (1).
82 COLUMN SHOE EP11835693.0 2011-10-24 EP2633126A1 2013-09-04 JUNES, Markus
The object of the invention is a column shoe for securing steel concrete columns (1) to a base (2). The column shoe comprises a bolt housing (3), which comprises a base- plate (5) provided with a bolt hole (4), and an upper structure (6) which is connected to the baseplate (5) and to which at least one attachment unit (7) is connected for securing the column shoe and the steel concrete column (1) together. The bolt housing (3) is fabricated by casting such that the upper structure (6) and the baseplate (5) form a single-piece casting. A hole (11) is formed in the bolt housing (3) for the attachment unit (7). The hole (11) is substantially coaxial with the bolt hole (4) of the baseplate (5). The upper structure (6) of the bolt housing (3) comprises a sleeve structure (12) which is formed integrally with the upper structure (6) and on which the hole (11) for the attachment unit (7) is formed, and the upper structure (6) of the bolt housing (3) comprises a wall structure (13) by which the sleeve structure (12) is connected with the base- plate (5), and the wall structure (13) of the bolt housing (3) is tapering in direction of the sleeve structure (12).
83 Assembly for forming an elongated construction element under ground, and a displacement element for use therein EP07112443.2 2007-07-13 EP1878832A3 2012-06-27 Bouten, Jacques Anthonius Maria

An assembly for forming an elongate construction element underground, in particular a foundation pile, comprises an elongate displacement body (10) and a device for driving the displacement body into the ground in an axial direction. The displacement body is provided at an outer end (13) with at least one displacing member (14) and with an outflow opening (12) for a curing construction liquid. The at least one displacing member herein comprises at least one substantially flat blade which extends in axial direction from the outer end of the displacement body. The blade (14) is provided with at least one recess (21..24) within a periphery (15) which may or may not be imaginary.

84 POINT STRUCTURE OF A FILE OF REINFORCED CONCRETE EP07700260.8 2007-01-09 EP1971723B1 2010-08-25 KINNUNEN, Juha; KOIVUNEN, Kari; KOKKONEN, Tero; TASKINEN, Ari
85 POINT STRUCTURE OF A FILE OF REINFORCED CONCRETE EP07700260 2007-01-09 EP1971723A4 2009-12-16 KINNUNEN JUHA; KOIVUNEN KARI; KOKKONEN TERO; TASKINEN ARI
86 POINT STRUCTURE OF A FILE OF REINFORCED CONCRETE EP07700260.8 2007-01-09 EP1971723A1 2008-09-24 KINNUNEN, Juha; KOIVUNEN, Kari; KOKKONEN, Tero; TASKINEN, Ari
The present invention relates to a point structure of a pile of reinforced concrete which is provided with a domed point of the pile (1, 2) at the end of the pile, made of steel and having a bottom (3) and an edge (4) circulating it, installed afterwards outside of the point of the pile. According to the present invention, in the inner surface of the edge (4) are provided compression organs (5), which have been organized to form a powerful transverse compression in the area of the point of the pile when pushing the pile into the point of the pile.
87 Assembly for forming an elongated construction element under ground, and a displacement element for use therein EP07112443.2 2007-07-13 EP1878832A2 2008-01-16 Bouten, Jacques Anthonius Maria

An assembly for forming an elongate construction element underground, in particular a foundation pile, comprises an elongate displacement body (10) and a device for driving the displacement body into the ground in an axial direction. The displacement body is provided at an outer end (13) with at least one displacing member (14) and with an outflow opening (12) for a curing construction liquid. The at least one displacing member herein comprises at least one substantially flat blade which extends in axial direction from the outer end of the displacement body. The blade (14) is provided with at least one recess (21..24) within a periphery (15) which may or may not be imaginary.

88 Procédé et dispositif pour enfoncer un tube dans le sol, par battage, notamment pour réaliser un pieu de fondation EP93401984.5 1993-07-30 EP0581688B1 1996-03-20 Roger, Pierre
89 Method for providing concrete foundation piles and hallow earth drill to be used for that purpose EP89202872.1 1989-11-13 EP0371533B1 1992-03-11 Bouten, Jacob
90 IMPROVED PENETRATION CONDUCTOR PIPE DRIVE SHOE. EP85903916 1985-07-18 EP0197947A4 1987-04-07 HORVATH LOUIS
91 MESSANORDNUNG ZUM ERMITTELN DER WIRKSAMKEIT EINES WÄRMETAUSCHERELEMENTS EP81902488.0 1981-08-24 EP0058201A1 1982-08-25 Hampe, Andreas, Dr.-Ing.
Le dispositif, qui mesure le rendement d'un element d'echange de chaleur enfonce dans le sol, comprend un element chauffant amovible (2), qui est dispose a distance de la paroi du tube exterieur (1), un detecteur de temperature (5, 6), qui est thermiquement isole de l'element chauffant (2), et un appareil indicateur ou enregistreur (9) pour la temperature.
92 Drive point for a pile US15195072 2016-06-28 US10047490B2 2018-08-14 Erich Steinlechner
A drive point for a substantially tubular driven pile, wherein the drive point can be fitted onto a pile end of the driven pile, wherein at least one first support limb with a first support surface configured to abut an end face of the pile end of the driven pile is arranged at an inside wall of the drive point, wherein at least one support device with a ground surface is arranged at an outer surface of the drive point, and wherein the ground surface of the at least one support device supports the drive point when on a ground into which the drive point is to be driven in a driving-in direction.
93 Drive point for a pile US14509369 2014-10-08 US09725865B2 2017-08-08 Jerome Coulon; Hermann Mutschlechner
A drive point for a substantially tubular, in particular hollow cylindrical, driven pile having a pile core through which concrete can be introduced into the driven pile, wherein the drive point can be fitted onto a pile end of the driven pile, wherein at least one first supporting web with a first contact surface for an end face of the pile end is arranged on an inner wall of the drive point, wherein starting from a plane of a first bearing surface the drive point has a cavity which extends at least partially in a driving direction and into which concrete can be introduced through the pile core when the driven pile is fitted, wherein at least one concrete outlet channel is provided which connects the cavity to an upper edge of the drive point.
94 Helical screw pile and soil displacement device with curved blades US14063107 2013-10-25 US09416513B2 2016-08-16 Timothy Michael Kemp; Shawn David Downey; Kelly Suzanne Hawkins
A helical screw pile having a soil displacement device (lead displacement plate) on its shaft above at least one helical plate, which pulls the pile into the ground when the shaft is rotated. The lead displacement plate has a disk that carries at least two curved, axially extending bottom blades, which preferably extend beyond the disk periphery. The axial height of the blades preferably is greater than the axial pitch of the helical plate(s) divided by the number of blades. The top of the disk has an axially extending adapter ring that defines an annular seat for centering a tubular casing. Extension displacement plates can be used between extension shafts for centering additional tubular casings.
95 Column shoe US13880866 2011-10-24 US08789327B2 2014-07-29 Markus Tapani Junes
The object of the invention is a column shoe for securing steel concrete columns to a base. The column shoe includes a bolt housing, which includes a baseplate provided with a bolt hole, and an upper structure which is connected to the baseplate and to which at least one attachment unit is connected for securing the column shoe and the steel concrete column together. The bolt housing is fabricated by casting such that the upper structure and the baseplate form a single-piece casting. A hole is formed in the bolt housing for the attachment unit. The upper structure of the bolt housing comprises a sleeve structure which is formed integrally with the upper structure and on which the hole for the attachment unit is formed, and the upper structure includes a wall structure by which the sleeve structure is connected with the baseplate.
96 Drill tip for foundation pile US13364204 2012-02-01 US08727668B2 2014-05-20 Donald Alan Dolly; John Darell Honaker; Kenneth Robert Beveridge
An improved drill tip 10 for a foundation pile 28 includes a pile attachment structure 12 and a soil penetrating body 14 depending from the attachment structure, the soil penetrating body having a plurality of circular stepped flights 38 forming the shape of a descending continuous conic spiral and having a continuous spiral-shaped lower face 44 and an undercut outer face 46, the soil penetrating body including a lower end 48 having an inverted generally conical center structure 51 surrounded by a plurality of symmetrically distributed downwardly extending soil disturbing blades 52.
97 PILE WITH SOUND ABATEMENT US14148720 2014-01-06 US20140119837A1 2014-05-01 Per G. Reinhall; Peter H. Dahl; John Timothy Dardis, II
A noise-attenuating pile comprising a pile driving shoe, an outer tube that engages the pile driving shoe, and an inner member that extends through the outer tube and engages the pile driving shoe, wherein the pile is configured to be installed in sediment or other suitable material by driving the inner member with a pile driver, without directly impacting the outer tube, such that the radial outer tube is substantially insulated from the radial expansion waves generated by the pile driver impacting the inner member. In some piles, one of the inner member and the outer tube are removable after installation. In some piles, a seal is provided in a lower end of the channel defined between the inner member and the outer tube, which may be biodegradable, or may be an inflatable bladder, for example.
98 COLUMN SHOE US13880825 2011-10-24 US20130199123A1 2013-08-08 Markus Junes
The object of the invention is a column shoe for securing steel concrete columns to a base. The column shoe includes a bolt housing, which includes a base-plate provided with a bolt hole, and an upper structure which is connected to the baseplate and to which at least one attachment unit is connected for securing the column shoe and the steel concrete column together. The bolt housing is fabricated by casting such that the upper structure and the baseplate form a single-piece casting. A hole is formed in the bolt housing for the attachment unit. The hole is substantially coaxial with the bolt hole of the baseplate. The upper structure of the bolt housing includes a sleeve structure which is formed integrally with the upper structure and on which the hole for the attachment unit is formed, and the upper structure of the bolt housing includes a wall structure by which the sleeve structure is connected with the baseplate, and the wall structure of the bolt housing is tapering in direction of the sleeve structure.
99 Pile installation method with downhole hammer US10871608 2004-06-21 US20050281625A1 2005-12-22 Peter Mignacca
A pile is installed in a drilled hole in the ground by inserting a tube extending to the bottom and providing on the bottom end of the tube a bottom shoe for compressing material at the bottom of the hole. A drive tool attached to the upper end of the tube applies downward compression and reciprocating rotation forces to the tube. A hammer by-passes the drive tool to apply impact forces to an upper surface of the shoe at the bottom of the tube acting to drive the shoe in downward movement so that the shoe slides downwardly relative to the tube. A radial surface of the shoe causes compressive forces on the material at the bottom of the hole and blades on the radial surface when reciprocated back and forth by the tube cause break up of the compressed material to allow repeated compression and significantly increased supported loads on a pile which is applied with the tube removed and is supported on the shoe.
100 Pile tip for plural piles US864721 1986-05-19 US4662793A 1987-05-05 Bernard A. Mares
A pile tip is disclosed for use in driving interconnected piles into the ground. The pile tip includes a load bearing base which includes a ground engaging surface which engages and penetrates the ground as the piles are driven in tandem. Pile receiving sockets project from the base in a direction opposite to the ground engaging surface for receiving ends of the piles and for protecting the received ends as the piles are driven. The base also protects the joint or connector used to interconnect the piles.
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