EP1598481B1 - Pile driving cap - Google Patents

Pile driving cap Download PDF

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Publication number
EP1598481B1
EP1598481B1 EP05008336A EP05008336A EP1598481B1 EP 1598481 B1 EP1598481 B1 EP 1598481B1 EP 05008336 A EP05008336 A EP 05008336A EP 05008336 A EP05008336 A EP 05008336A EP 1598481 B1 EP1598481 B1 EP 1598481B1
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EP
European Patent Office
Prior art keywords
hammering
grooves
medium
pile
medium according
Prior art date
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Revoked
Application number
EP05008336A
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German (de)
French (fr)
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EP1598481A1 (en
Inventor
Rainer Mohr
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Menck GmbH
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Menck GmbH
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • 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
    • E02D7/08Drop drivers with free-falling hammer

Definitions

  • the invention relates to a striking medium for a pile driver, in which a striking body is raised and then accelerated down until it hits the impact medium, which sits on a pile, the impact energy of the impactor is passed over the impact medium in the pile to this in to stamp the ground.
  • the object of the invention is to provide a striking medium, which has a long service life and can be rammed with the piles under water, without the piles must have holes.
  • the solution according to the invention is that the impact medium is provided at its intended for resting on the pile bottom with grooves that extend over an area extending from the interior of the hollow pile extends over its wall to beyond its outer area.
  • the water located in the interior of the pile can thus flow outward through the grooves according to the invention, whereby, according to the course of the grooves, it makes its way from the interior of the pile to the outside via its wall.
  • neither holes in the pile nor in the impact medium are required.
  • the grooves according to the invention do not affect the stability of the impact medium.
  • the impact medium according to the invention thus achieves lifetimes of conventional impact media without holes. So far, the experts had assumed that any grooves, heels and notches would immediately lead to the destruction of the impact medium in hard continuous use. The invention deserves the merit of having overcome this prejudice of the professional world.
  • the grooves extend in the radial direction. In this way, the water reaches the quickest and most direct way from the inside to the outside.
  • the invention also extends to embodiments in which the grooves run obliquely or bent, for example helically.
  • the grooves extend to the radially outer edge of the impact medium.
  • the invention also includes embodiments in which the grooves terminate even before the outer edge of the impact medium, but outside the outer edge of the pile to be driven, because even such configured grooves are able to direct the water from the inside out.
  • the width of the grooves is designed to be increasingly radially outward. This measure is for the same reason as another recommended embodiment, according to which the depth of the grooves is increasingly designed radially outwardly. Both measures individually or in combination cause an enlargement of the cross section of the grooves from the inside to the outside, whereby the water to be discharged particularly effectively reaches the outside, because of each groove to be drained space share also increases radially from the inside out.
  • the depth of the grooves radially inwardly designed such decreasing that the grooves smoothly pass over from a certain distance from the center of the impact medium in the lower surface of the impact medium and disappear.
  • the groove edges and the groove base are configured rounded, so that the groove profile has a waveform.
  • the inventively designed grooves thus have no sharp edges that could be the occasion or starting point for the formation of cracks in the impact medium.
  • the impact medium is designed as a striking plate, which cooperates with an anvil part.
  • the impact medium has 12 grooves which are arranged at substantially equal angular intervals to each other, one obtains a particularly uniform and strong resilient component, which is also relatively inexpensive to produce.
  • FIG. 1 can be seen a pile driver 1 with a hydraulic drive 2, with a case body 3 can be raised and then accelerated down until it meets an anvil 4, which lies on a striking plate 5.
  • the anvil 4 and the impact plate 5 together form a striking medium, which serves to initiate the impact energy imparted by the striking body 3 into a pile 6 to be driven into the ground.
  • the hollow pile 6 has the shape of a tube and consists practically only of the pile wall 7.
  • the striking plate 5 rests on an upper edge 8 of the pile 6.
  • a guide portion 9 of the pile driver 1 is inserted over the upper end of the pile 6 and holds the pile driver 1 in relation to the pile 6 in the correct vertical position.
  • the impact plate 5 of the impact medium 4 is provided at its intended to rest on the upper edge 8 of the pile 6 bottom 10 with grooves 11, each having a radially inner end 12 and radially outer end 13. From their inner end 12 to their outer end 13, the grooves 11 extend over a region which is in the ready state of the impact plate 5 in the pile driver 1 above the upper edge 8 of the pile 6 and from the inner region 14 of the hollow pile 6 on the pile wall 7 extends into the outer area 15 ( FIG. 1 ). As a result, the water in the pile 6 during the execution of a shock by the impactor 3 in the direction of arrow 16 of FIG. 3 drain radially outward.
  • a total of 12 radially aligned grooves 11 are arranged at equal angular intervals 17 to each other in a circle. All grooves 11 extend to the radial outer edge 18 of the striking plate 5, in which the respective outer ends 13 of the grooves 11 are located.
  • the upper groove edges 27 and the groove bottom 28 are provided with curves, so that the groove profile has a waveform.
  • the impact plate 5 is provided on its upper side 29 with a recess 30.
  • a raised edge 31 arranged around the recess 30 serves to support the anvil part 4, wherein a contact surface for the anvil part 4 is fixed on the striking plate 5 and a lever arm for the acting forces is minimized.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)
  • Saccharide Compounds (AREA)
  • Paper (AREA)
  • Pens And Brushes (AREA)
  • Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)

Abstract

A pile driver raises a hammer weight to a height which is then driven down to impinge on a circular driver block resting on top of a pile. The driver block lower face has a series of radial grooves (11) extending from the centre of the driver block to the outer margin.

Description

Die Erfindung betrifft ein Schlagmedium für eine Pfahlramme, bei der ein Schlagkörper angehoben und dann abwärts beschleunigt wird, bis er auf das Schlagmedium trifft, welches auf einem Pfahl sitzt, wobei die Schlagenergie des Schlagkörpers über das Schlagmedium in den Pfahl geleitet wird, um diesen in den Untergrund einzurammen.The invention relates to a striking medium for a pile driver, in which a striking body is raised and then accelerated down until it hits the impact medium, which sits on a pile, the impact energy of the impactor is passed over the impact medium in the pile to this in to stamp the ground.

Insbesondere im Zusammenhang mit hydraulischen Pfahlrammen, bei denen der Schlagkörper als Fallkörper ausgebildet ist, tritt bei Gründungsarbeiten unter Wasser das Problem auf, dass der hohle Pfahl mit Wasser gefüllt ist und mit fortschreitender Penetration des Pfahls in den Untergrund das Wasser aus dem Pfahl entweichen muss. Da das Schlagmedium auf dem Pfahl steht, kann das Wasser nicht aus der oberen Pfahlöffnung ohne weiteres entweichen. Man hat deshalb bereits versucht, im Schlagmedium Löcher einzubringen, durch die das Wasser entweichen kann. Dies hat allerdings den Nachteil, dass hierdurch die Schlagfestigkeit des Schlagmediums verringert wird und beim Dauerbetrieb unter harten Bedingungen das Schlagmedium unter den Schlägen des Schlagkörpers zerstört wird. Eine solche Lösung wird in JP-61 021 227 A beschrieben. Eine Alternative besteht darin, Löcher in den Pfahl anzubringen, durch die das Wasser entweichen kann. Aus Gründen der Festigkeit und der Lebensdauer des Pfahls möchte man jedoch solche Löcher im Pfahl vermeiden.In particular, in connection with hydraulic pile drivers, in which the impactor is designed as a case body, occurs during foundation work under water, the problem that the hollow pile is filled with water and with progressive penetration of the pile into the ground the water must escape from the pile. Since the impact medium is on the pile, the water can not easily escape from the upper pile opening. It has therefore already tried to introduce holes in the impact medium, through which the water can escape. However, this has the disadvantage that this reduces the impact resistance of the impact medium and during continuous operation under harsh conditions, the impact medium is destroyed under the blows of the impactor. Such a solution will be in JP-61 021 227 A described. An alternative is to place holes in the pile through which the water can escape. However, for reasons of strength and life of the pile, one would like to avoid such holes in the pile.

Aufgabe der Erfindung ist es, ein Schlagmedium anzugeben, welches eine lange Standzeit aufweist und mit dem Pfähle unter Wasser eingerammt werden können, ohne dass die Pfähle Löcher aufweisen müssen.The object of the invention is to provide a striking medium, which has a long service life and can be rammed with the piles under water, without the piles must have holes.

Die erfindungsgemäße Lösung besteht darin, dass das Schlagmedium an seiner zur Auflage auf dem Pfahl bestimmten Unterseite mit Nuten versehen ist, die über einen Bereich verlaufen, der sich vom Innenbereich des hohlen Pfahles über dessen Wand bis über dessen Außenbereich erstreckt. Das im Inneren des Pfahls befindliche Wasser kann somit durch die erfindungsgemäßen Nuten hindurch nach außen fließen, wobei es entsprechend dem Verlauf der Nuten seinen Weg vom Innenbereich des Pfahls über dessen Wand in den Außenbereich nimmt. Bei der erfindungsgemäßen Anordnung sind weder Löcher im Pfahl noch im Schlagmedium erforderlich. Dabei hat es sich überraschenderweise gezeigt, dass die erfindungsgemäßen Nuten die Standfestigkeit des Schlagmediums nicht beeinträchtigen. Das erfindungsgemäße Schlagmedium erreicht somit Lebensdauern herkömmlicher Schlagmedien ohne Löcher. Bisher war die Fachwelt davon ausgegangen, dass jegliche Nuten, Absätze und Kerben sofort zur Zerstörung des Schlagmediums im harten Dauereinsatz führen würden. Der Erfindung gebührt der Verdienst, dieses Vorurteil der Fachwelt überwunden zu haben.The solution according to the invention is that the impact medium is provided at its intended for resting on the pile bottom with grooves that extend over an area extending from the interior of the hollow pile extends over its wall to beyond its outer area. The water located in the interior of the pile can thus flow outward through the grooves according to the invention, whereby, according to the course of the grooves, it makes its way from the interior of the pile to the outside via its wall. In the arrangement according to the invention, neither holes in the pile nor in the impact medium are required. It has surprisingly been found that the grooves according to the invention do not affect the stability of the impact medium. The impact medium according to the invention thus achieves lifetimes of conventional impact media without holes. So far, the experts had assumed that any grooves, heels and notches would immediately lead to the destruction of the impact medium in hard continuous use. The invention deserves the merit of having overcome this prejudice of the professional world.

In einer einfachen Ausführungsform der Erfindung wird empfohlen, dass sich die Nuten in radialer Richtung erstrecken. Auf diese Weise gelangt das Wasser auf schnellstem und direktem Weg von innen nach außen. Die Erfindung erstreckt sich aber auch auf Ausführungsformen, bei denen die Nuten schräg oder gebogen, beispielsweise spiralförmig verlaufen.In a simple embodiment of the invention, it is recommended that the grooves extend in the radial direction. In this way, the water reaches the quickest and most direct way from the inside to the outside. However, the invention also extends to embodiments in which the grooves run obliquely or bent, for example helically.

Ebenso wird wegen der einfachen Herstellbarkeit und guten Wirksamkeit in Bezug auf den Abtransport des überflüssigen Wassers aus dem Innenraum des hohlen Pfahls empfohlen, dass sich die Nuten bis zum radial äußeren Rand des Schlagmediums erstrecken. Die Erfindung umfasst aber auch Ausführungsformen, bei denen die Nuten noch vor dem äußeren Rand des Schlagmediums, jedoch außerhalb des äußeren Randes des einzutreibenden Pfahls enden, denn auch derartig ausgestaltete Nuten sind in der Lage, das Wasser von innen nach außen zu leiten.Also, because of the ease of manufacture and good efficiency with respect to the removal of the excess water from the interior of the hollow pile, it is recommended that the grooves extend to the radially outer edge of the impact medium. However, the invention also includes embodiments in which the grooves terminate even before the outer edge of the impact medium, but outside the outer edge of the pile to be driven, because even such configured grooves are able to direct the water from the inside out.

In Ausgestaltung der Erfindung wird empfohlen, dass die Breite der Nuten radial nach außen hin zunehmend ausgestaltet ist. Diese Maßnahme erfolgt aus demselben Grund wie eine weitere empfohlene Ausgestaltungsform, nach der die Tiefe der Nuten radial nach außen hin zunehmend ausgestaltet ist. Beide Maßnahmen einzeln oder in Kombination bewirken eine Vergrößerung des Querschnitts der Nuten von innen nach außen, wodurch das abzuleitende Wasser besonders effektiv nach außen gelangt, denn der von jeder Nut zu entwässernde Raumanteil nimmt ebenfalls radial von innen nach außen zu.In an embodiment of the invention, it is recommended that the width of the grooves is designed to be increasingly radially outward. This measure is for the same reason as another recommended embodiment, according to which the depth of the grooves is increasingly designed radially outwardly. Both measures individually or in combination cause an enlargement of the cross section of the grooves from the inside to the outside, whereby the water to be discharged particularly effectively reaches the outside, because of each groove to be drained space share also increases radially from the inside out.

In einer besonders bevorzugten Ausführungsform ist die Tiefe der Nuten radial nach innen hin derart abnehmend ausgestaltet, dass die Nuten ab einem bestimmten Abstand vom Mittelpunkt des Schlagmediums in die Unterfläche des Schlagmediums sanft übergehen und verschwinden. Durch diese Maßnahme erhält man einen ganz besonders sanft gleitenden Übergang, wodurch die Festigkeit des Schlagmediums gegenüber einer Ausführungsform ohne Nuten praktisch nicht vermindert wird.In a particularly preferred embodiment, the depth of the grooves radially inwardly designed such decreasing that the grooves smoothly pass over from a certain distance from the center of the impact medium in the lower surface of the impact medium and disappear. By this measure, one obtains a particularly smooth sliding transition, whereby the strength of the impact medium is practically not reduced compared to an embodiment without grooves.

Aus demselben Grund wird in weiterer Ausgestaltung der Erfindung vorgeschlagen, dass die Nutränder und der Nutgrund abgerundet ausgestaltet sind, so dass das Nutprofil eine Wellenform aufweist. Die erfindungsgemäß ausgestalteten Nuten haben somit keine scharfen Kanten, die Anlass oder Ausgangspunkt für die Entstehung von Rissen im Schlagmedium sein könnten.For the same reason, it is proposed in a further embodiment of the invention that the groove edges and the groove base are configured rounded, so that the groove profile has a waveform. The inventively designed grooves thus have no sharp edges that could be the occasion or starting point for the formation of cracks in the impact medium.

In Weiterbildung der Erfindung ist vorgesehen, dass das Schlagmedium als Schlagplatte ausgestaltet ist, die mit einem Ambossteil zusammenwirkt. Durch diese Ausgestaltung wird die Fertigung vereinfacht und bei Verschleiß der kostengünstigere Austausch einzelner kleiner Teile statt eines großen ermöglicht.In development of the invention it is provided that the impact medium is designed as a striking plate, which cooperates with an anvil part. By this configuration, the production is simplified and allows for less costly replacement of individual small parts instead of a large wear.

Ein korrektes Zusammenwirken und Kontakt zwischen der Schlagplatte und dem Ambossteil, insbesondere eine definierte Aufstandfläche wird durch die Maßnahme gewährleistet, dass die Schlagplatte auf ihrer Oberseite eine Vertiefung aufweist und das Ambossteil auf einem erhabenen Rand um die Vertiefung aufliegt.Correct interaction and contact between the impact plate and the anvil part, in particular a defined contact surface is ensured by the measure that the impact plate has a recess on its upper side and the anvil member rests on a raised edge around the recess.

Wenn das Schlagmedium 12 Nuten aufweist, die im wesentlichen in gleichen Winkelabständen zueinander angeordnet sind, erhält man ein besonders gleichmäßig und stark belastbares Bauteil, welches zudem relativ kostengünstig herstellbar ist.If the impact medium has 12 grooves which are arranged at substantially equal angular intervals to each other, one obtains a particularly uniform and strong resilient component, which is also relatively inexpensive to produce.

Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnungen näher erläutert. Die Figuren zeigen im Einzelnen:

Figur 1:
eine teilweise geschnittene Draufsicht auf eine hydraulische Pfahlramme;
Figur 2:
eine Draufsicht auf die Oberseite einer erfindungsgemäßen Schlagplatte;
Figur 3:
eine Draufsicht auf die Unterseite einer erfindungsgemäßen Schlagplatte;
Figur 4:
eine teilweise gemäß Linie A - A von Figur 2 geschnittene Seitenansicht derselben Schlagplatte;
Figur 5:
ein Detail Z aus Figur 4 in vergrößerter Darstellung;
Figur 6:
ein Detail Y aus Figur 4 in vergrößerter Darstellung;
Figur 7:
eine Teilansicht einer erfindungsgemäßen Nut in vergrößerter Darstellung;
Figur 8:
ein Detail X aus Figur 4 in vergrößerter Darstellung.
An embodiment of the invention will be explained in more detail with reference to the drawings. The figures show in detail:
FIG. 1:
a partially sectioned plan view of a hydraulic pile driver;
FIG. 2:
a plan view of the top of a striking plate according to the invention;
FIG. 3:
a plan view of the underside of a striking plate according to the invention;
FIG. 4:
a part according to line A - A of FIG. 2 cut side view of the same striking plate;
FIG. 5:
a detail Z out FIG. 4 in an enlarged view;
FIG. 6:
a detail Y out FIG. 4 in an enlarged view;
FIG. 7:
a partial view of a groove according to the invention in an enlarged view;
FIG. 8:
a detail X out FIG. 4 in an enlarged view.

In Figur 1 erkennt man eine Pfahlramme 1 mit einem hydraulischen Antrieb 2, mit dem ein Fallkörper 3 angehoben und dann abwärts beschleunigt werden kann, bis er auf einen Amboss 4 trifft, der auf einer Schlagplatte 5 liegt. Der Amboss 4 und die Schlagplatte 5 bilden hier zusammen ein Schlagmedium, welches der Einleitung der vom Schlagkörper 3 mitgeteilten Schlagenergie in einen in den Untergrund einzutreiben Pfahl 6 dient. Der hohle Pfahl 6 hat die Form eines Rohres und besteht praktisch nur aus der Pfahlwand 7. Die Schlagplatte 5 liegt auf einer Oberkante 8 des Pfahls 6 auf. Ein Führungsabschnitt 9 der Pfahlramme 1 ist über das obere Ende des Pfahls 6 gesteckt und hält die Pfahlramme 1 in Bezug auf den Pfahl 6 in korrekter senkrechter Lage.In FIG. 1 can be seen a pile driver 1 with a hydraulic drive 2, with a case body 3 can be raised and then accelerated down until it meets an anvil 4, which lies on a striking plate 5. The anvil 4 and the impact plate 5 together form a striking medium, which serves to initiate the impact energy imparted by the striking body 3 into a pile 6 to be driven into the ground. The hollow pile 6 has the shape of a tube and consists practically only of the pile wall 7. The striking plate 5 rests on an upper edge 8 of the pile 6. A guide portion 9 of the pile driver 1 is inserted over the upper end of the pile 6 and holds the pile driver 1 in relation to the pile 6 in the correct vertical position.

Wie man am besten in Figur 3 erkennt, ist die Schlagplatte 5 des Schlagmediums 4, 5 an ihrer zur Auflage auf die Oberkante 8 des Pfahls 6 bestimmten Unterseite 10 mit Nuten 11 versehen, die jeweils ein radial inneres Ende 12 und radial äußeres Ende 13 aufweisen. Von ihrem inneren Ende 12 zu ihrem äußeren Ende 13 verlaufen die Nuten 11 über einen Bereich, der sich im betriebsbereiten Zustand der Schlagplatte 5 in der Pfahlramme 1 über der Oberkante 8 des Pfahls 6 befindet und sich vom Innenbereich 14 des hohlen Pfahls 6 über die Pfahlwand 7 bis in den Außenbereich 15 erstreckt (Figur 1). Dadurch kann das im Pfahl 6 befindliche Wasser während der Ausführung eines Schlags durch den Schlagkörper 3 in Pfeilrichtung 16 von Figur 3 radial nach außen abfließen.How to best in FIG. 3 recognizes the impact plate 5 of the impact medium 4, 5 is provided at its intended to rest on the upper edge 8 of the pile 6 bottom 10 with grooves 11, each having a radially inner end 12 and radially outer end 13. From their inner end 12 to their outer end 13, the grooves 11 extend over a region which is in the ready state of the impact plate 5 in the pile driver 1 above the upper edge 8 of the pile 6 and from the inner region 14 of the hollow pile 6 on the pile wall 7 extends into the outer area 15 ( FIG. 1 ). As a result, the water in the pile 6 during the execution of a shock by the impactor 3 in the direction of arrow 16 of FIG. 3 drain radially outward.

Um ein gleichmäßiges Abfließen des Wassers über die gesamte Fläche der Unterseite 10 der Schlagplatte 5 zu ermöglichen, sind insgesamt 12 radial ausgerichtete Nuten 11 in gleichen Winkelabständen 17 zueinander kreisförmig angeordnet. Alle Nuten 11 erstrecken sich bis zum radial äußeren Rand 18 der Schlagplatte 5, in der sich auch die jeweiligen äußeren Enden 13 der Nuten 11 befinden.In order to allow a uniform flow of water over the entire surface of the bottom 10 of the impact plate 5, a total of 12 radially aligned grooves 11 are arranged at equal angular intervals 17 to each other in a circle. All grooves 11 extend to the radial outer edge 18 of the striking plate 5, in which the respective outer ends 13 of the grooves 11 are located.

Wie man am besten in Figur 7 erkennt, nimmt die Breite 19, 20, 21 in Pfeilrichtung 16 vom radial inneren Ende 12 bis zum radial äußeren Ende 13 hin zu.How to best in FIG. 7 detects, takes the width 19, 20, 21 in the direction of arrow 16 from the radially inner end 12 to the radially outer end 13 toward.

Wie man am besten in Figur 5 erkennt, nimmt auch die Tiefe 22, 23, 24 der Nuten 11 in Pfeilrichtung 16 radial nach außen hin zu. Weniger gut erkennbar ist die Ausgestaltung der Nuten 11 zu ihrem radial inneren Ende 12 hin, wo die Tiefe 22 der Nuten 11 derart abnimmt, dass die Nuten 11 ab einem bestimmten Abstand 25 vom Mittelpunkt 26 der Schlagplatte 5 in die Unterfläche 10 der Schlagplatte 5 sanft übergehen und an dieser Stelle 12 verschwinden.How to best in FIG. 5 detects, also increases the depth 22, 23, 24 of the grooves 11 in the direction of arrow 16 radially outward. Less well recognizable is the configuration of the grooves 11 toward its radially inner end 12, where the depth 22 of the grooves 11 decreases such that the grooves 11 from a certain distance 25 from the center 26 of the impact plate 5 in the lower surface 10 of the impact plate 5 gently pass over and disappear at this point 12.

Wie man am besten in Figur 6 erkennt, sind die oberen Nutränder 27 und der Nutgrund 28 mit Rundungen versehen, so dass das Nutprofil eine Wellenform aufweist.How to best in FIG. 6 detects, the upper groove edges 27 and the groove bottom 28 are provided with curves, so that the groove profile has a waveform.

Wie man am besten in den Figuren 2 und 8 erkennt, ist die Schlagplatte 5 an ihrer Oberseite 29 mit einer Vertiefung 30 versehen. Ein um die Vertiefung 30 herum angeordneter erhabener Rand 31 dient zur Auflage des Ambossteils 4, wobei auf der Schlagplatte 5 eine Aufstandfläche für das Ambossteil 4 festgelegt und ein Hebelarm für die angreifenden Kräfte minimiert wird.How to best in the FIGS. 2 and 8 recognizes the impact plate 5 is provided on its upper side 29 with a recess 30. A raised edge 31 arranged around the recess 30 serves to support the anvil part 4, wherein a contact surface for the anvil part 4 is fixed on the striking plate 5 and a lever arm for the acting forces is minimized.

BEZUGSZEICHENLISTELIST OF REFERENCE NUMBERS

11
PfahlrammePiledriver
22
Antriebdrive
33
Fallkörper, SchlagkörperFalling body, striking body
44
Amboss, AmbossteilAnvil, anvil part
55
Schlagplatteimpact plate
66
Pfahlstake
77
Pfahlwandpile wall
88th
Oberkantetop edge
99
Führungsabschnittguide section
1010
Unterseitebottom
1111
Nutgroove
1212
inneres Endeinner end
1313
äußeres Endeouter end
1414
Innenbereichinterior
1515
Außenbereichoutdoors
1616
Pfeilrichtungarrow
1717
Winkelabstandangular distance
1818
Äußerer RandOuter edge
1919
Breitewidth
2020
Breitewidth
2121
Breitewidth
2222
Tiefedepth
2323
Tiefedepth
2424
Tiefedepth
2525
Abstanddistance
2626
MittelpunktFocus
2727
Nuträndergroove edges
2828
Nutgrundgroove base
2929
Oberseitetop
3030
Vertiefungdeepening
3131
Randedge

Claims (10)

  1. Hammering medium for a piledriver (1) in which a hammering body (3) is raised and then accelerated downwards until it strikes the hammering medium (4, 5) which is seated on a pile (6), wherein the impact energy of the hammering body (3) is channelled via the hammering medium (4, 5) into the pile (6) in order to ram it into the ground, characterized in that the hammering medium (4, 5) is provided on its lower side (10), which is intended to lie on top of the pile (6), with grooves (11) which run over a region which extends from the inner region (14) of the hollow pile (6) and over its pile wall (7) into its outer region (15).
  2. Hammering medium according to Claim 1, characterized in that the grooves (11) extend in radial directions (16).
  3. Hammering medium according to Claim 1 or 2, characterized in that the grooves (11) extend as far as the radially outer edge (18) of the hammering medium (5).
  4. Hammering medium according to one of the preceding claims, characterized in that the width (19, 20, 21) of the grooves (11) is designed to increase radially outwards.
  5. Hammering medium according to one of the preceding claims, characterized in that the depth (22, 23, 24) of the grooves (11) is designed to increase radially outwardly.
  6. Hammering medium according to one of the preceding claims, characterized in that the depth (22, 23, 24) of the grooves (11) is designed to decrease radially inwardly in such a way that the grooves (11) merge smoothly into the lower face (10) of the hammering medium (5) and disappear at a certain distance (25) from the midpoint (26) of the hammering medium (5).
  7. Hammering medium according to one of the preceding claims, characterized in that the groove edges (27) and the groove base (28) are designed to be rounded off such that the groove profile has a wavy shape.
  8. Hammering medium according to one of the preceding claims, characterized in that it is designed as a hammering plate (5) which cooperates with an anvil part (4).
  9. Hammering medium according to Claim 8, characterized in that the hammering plate (5) has a depression (30) on its upper side (29) and the anvil part (4) lies on a raised edge (31) around the depression (30).
  10. Hammering medium according to one of the preceding claims, characterized in that twelve grooves (11) are provided which are substantially arranged with uniform angular spacings (17) from one another.
EP05008336A 2004-05-13 2005-04-16 Pile driving cap Revoked EP1598481B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004023587A DE102004023587A1 (en) 2004-05-13 2004-05-13 blow medium
DE102004023587 2004-05-13

Publications (2)

Publication Number Publication Date
EP1598481A1 EP1598481A1 (en) 2005-11-23
EP1598481B1 true EP1598481B1 (en) 2008-06-25

Family

ID=34935260

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05008336A Revoked EP1598481B1 (en) 2004-05-13 2005-04-16 Pile driving cap

Country Status (4)

Country Link
EP (1) EP1598481B1 (en)
AT (1) ATE399229T1 (en)
DE (2) DE102004023587A1 (en)
DK (1) DK1598481T3 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1707397A (en) * 1927-09-06 1929-04-02 Dallas Foundry Pole or post protection
US1964657A (en) * 1932-10-21 1934-06-26 American Creosoting Company Driving cap for fence posts
JPS56135629A (en) * 1980-03-26 1981-10-23 Hitachi Constr Mach Co Ltd Oil-pressure type drop hammer
JPS6121227A (en) * 1984-07-10 1986-01-29 Shiyuto Kosoku Doro Kodan Method and device of decreasing generation of noise during hammering of steel pile

Also Published As

Publication number Publication date
EP1598481A1 (en) 2005-11-23
DE502005004495D1 (en) 2008-08-07
DE102004023587A1 (en) 2005-12-08
ATE399229T1 (en) 2008-07-15
DK1598481T3 (en) 2008-10-20

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