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EP2530205B1 - Procédé de pose verticale d'un tuyau et dispositif d'armature pour ce faire - Google Patents

Procédé de pose verticale d'un tuyau et dispositif d'armature pour ce faire Download PDF

Info

Publication number
EP2530205B1
EP2530205B1 EP12169478.0A EP12169478A EP2530205B1 EP 2530205 B1 EP2530205 B1 EP 2530205B1 EP 12169478 A EP12169478 A EP 12169478A EP 2530205 B1 EP2530205 B1 EP 2530205B1
Authority
EP
European Patent Office
Prior art keywords
striking plate
striking
base body
pipe
face end
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.)
Not-in-force
Application number
EP12169478.0A
Other languages
German (de)
English (en)
Other versions
EP2530205A1 (fr
Inventor
Günter Keuschnig
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to PL12169478T priority Critical patent/PL2530205T3/pl
Priority to SI201230229T priority patent/SI2530205T1/sl
Publication of EP2530205A1 publication Critical patent/EP2530205A1/fr
Application granted granted Critical
Publication of EP2530205B1 publication Critical patent/EP2530205B1/fr
Priority to HRP20150652TT priority patent/HRP20150652T1/hr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • E02D7/06—Power-driven drivers
    • E02D7/10—Power-driven drivers with pressure-actuated hammer, i.e. the pressure fluid acting directly on the hammer structure
    • 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
    • E02D13/04—Guide devices; Guide frames
    • 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
    • E02D13/10—Follow-blocks of pile-drivers or like devices
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • E02D7/06—Power-driven drivers

Definitions

  • the present invention relates to a method for vertically laying a pipe, preferably a steel pipe in a subsoil, preferably earthy ground, wherein the tube is first positioned vertically aligned over a laying location and by means of a preferably hydraulically driven firing pin of a percussion repeating force pulses to one from the ground remote end face of the tube are discharged to ram this in the ground, according to the preamble of claim 1, and a corresponding impact device and a corresponding impact plate.
  • the DE 29 00 221 A1 shows a pressure-driven ram device having a housing in which a striking body is slidably guided and which is supported on a shock transmission device 11, which in turn rests on a ram part 10, a vertically arranged tube.
  • this object is achieved in the method according to claim 1, after which a tube is first positioned vertically aligned above a laying location and repetitive force pulses are delivered to a remote from the ground end of the tube by means of a preferably hydraulically driven firing pin a percussion device to this in the underground rammed, solved by the fact that its vertical positioning over the installation site is done by hanging the tube to the impact device.
  • the laying of the pipe can be made particularly simple, the unwanted compression of the substrate is avoided anyway by the method according to claim 1.
  • the mechanical structure of the impact device is inexpensive, low maintenance and robust. A time-efficient relocation process is also possible by the method.
  • the impact device comprises in a preferred embodiment, arranged in a housing, preferably hydraulically operating drive device which drives a linearly movably mounted in the housing firing pin, and attached to the housing, preferably suspended impact plate and the firing pin is of a striking plate not contacting position in a beat-contacting position outside the housing movable and vice versa.
  • a compact modular design variant of the impact device is given, which is suitable for rapid installation on a construction machine such as an excavator or a similar commercial vehicle.
  • the impact plate at least in the firing pin contacting position contacted the remote from the ground end face of the tube.
  • the impact plate of the impact device has a substantially cylindrical base body, with a first end face facing away from the firing pin and a second end face facing a contact surface of the firing pin, wherein a recess, preferably adapted in shape and dimensions to the contact surface, is provided on the second end face , The recess allows a uniform force distribution within the striking plate.
  • this has a substantially cylindrical base body, with a first end face on which a cylindrical, arranged concentrically to the cylindrical base body paragraph is formed with a smaller diameter than the main body , In this case, the paragraph protrudes into the tube interior, thereby preventing lateral slipping of the impact plate.
  • the striking plate is suitable for attachment to pipes with different inner diameters
  • the striking plate is a substantially cylindrical Base body has, with a first end face on which a plurality of cylindrical, arranged concentrically to the cylindrical base body heels each having a smaller diameter than the main body are formed, wherein the plurality of paragraphs have different diameters to each other and the diameter of the plurality of paragraphs with increasing distance thereof from the base body smaller become.
  • the lateral surface of the paragraph or the respective lateral surfaces of the several paragraphs includes an obtuse angle with the first end face of the body ,
  • the striking plate has a recess on a second end face opposite the first end face, which recess is provided for receiving a contact surface of a firing pin.
  • the openings are preferably designed as a bore.
  • the anchoring within that can for example be achieved by the rope or holding elements are each attached to a transverse to the axis of the bore bolts.
  • the attachment can also be realized by means of through openings whose diameter widens in the direction of the first end face and is therefore suitable for receiving a correspondingly shaped region of the cable or retaining element, for example a wedge-shaped body, and thus for moving in the direction of the second Front side is hindered.
  • the impact device is attached to a construction machine, for example an excavator or a similar utility vehicle.
  • a construction machine for example an excavator or a similar utility vehicle.
  • the construction machine with a chassis and a boom arranged thereon equipped, wherein the chassis facing away from the end region of the boom is formed by the impact device with a striking plate.
  • Fig. 1 shows a side view of a construction machine 18, including impact device 4, impact plate 9 and tube 1.
  • a construction machine 18, such as an excavator or a similar utility vehicle recognizable on the chassis 19, a boom 20 is mounted, the end portion 21 by an impact device according to the invention 4 is formed or at its end portion 21 an impact device 4 according to the invention is mounted by means of conventional quick-change devices.
  • the impact plate 9 itself consists of a cylindrical base body 10, which has two paragraphs 12,13 in the embodiment shown on a first, facing away from the firing pin end face 11.
  • the lateral surfaces 23 (see Fig. 4 ) of the paragraphs 12,13 in each case close an obtuse angle ⁇ (see Fig. 4 ) with the first end face 11 of the base body.
  • a second, the firing pin facing end face 14 of the striking plate 9 has the recess 15 which is suitable for receiving force pulses of the firing pin 8 via the contact surface 24.
  • the striking plate 9 is in working position above the tube 1, which is fastened by means of a flexible connecting element 22 to the housing 6.
  • the connecting element 22 may for example be designed as a tether.
  • Fig. 2 is the floor plan of the striking plate 9 according to Fig. 1 recognizable, which grants a view of the second end face 14 of the striking plate 9. In the center of which is the recess 15. In addition, the arranged in the edge region openings 16 can be seen.
  • Fig. 3 shows the second end face 14 opposite first end face 11 of the striking plate 9.
  • the paragraphs 12,13 In the center are the paragraphs 12,13.
  • the striking plate 9 but also have three, four or five paragraphs.
  • the cylindrical base body 10 and the lateral surfaces 23 can be seen.
  • FIG. 4 A side view of the striking plate 9 is in Fig. 4 seen.
  • the paragraphs 12,13 can be seen, the respective lateral surfaces 23 each include an obtuse angle ⁇ with the first end face 11 of the body.
  • the tube 1 is fastened by means of a connecting element 22 to the housing 6, which in turn is connected to a construction machine 18.
  • the positioning of the tube 1 is effected by a corresponding positioning of the housing 6, the position of which is again predetermined by the construction machine 18.
  • the vertical orientation of the tube 1 takes place by gravity.
  • the construction machine 18 can be moved autonomously in the environment, or it can also be arranged on a wagon in order, for example, to erect a foundation of noise protection walls which are to be mounted parallel to traffic rails.
  • the construction machine 18 has a chassis 19 and a boom 20 arranged thereon, the opposite end region 21 of which is formed by the impact device 4.
  • the striking plate 9 is brought to the front 5 of the pipe 1 remote from the base 2 so that at least one of the shoulders 12, 13 projects into the interior of the pipe 1. It is preferred but not necessarily provided that the end face 11 of the striking plate 9 also contacted the end face 5 of the tube 1. Since the striking plate 9 is suspended from the housing 6, it requires the correct introduction or placement of the striking plate 9 on the tube 1 only a small aligning force that can apply, for example, a construction worker.
  • the firing pin 8 is in a non-contacting position and is now accelerated to meet in a contacting position on the recess 15 of the striking plate 9 and thus to transmit a force pulse over a large area on this and thus the tube 1.
  • the firing pin 8 is moved out of the recess 15 again in a non-contacting position, which allows a re-acceleration of the firing pin 8 in the contacting position.
  • the tube 1 is successively driven into the ground 2 until the desired end position is reached.
  • the connecting elements 22 can already be released as soon as the tube 1 is in a stable position, which is generally already given before reaching the end position.

Landscapes

  • 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)
  • Revetment (AREA)
  • Road Signs Or Road Markings (AREA)
  • Sewage (AREA)
  • Earth Drilling (AREA)

Claims (7)

  1. Procédé pour la mise en place verticale d'un tuyau (1), de préférence un tuyau en acier, dans un substrat (2), de préférence un substrat (2) en terre, dans lequel le tuyau (1) est d'abord orienté verticalement au-dessus d'un site de mise en place (3) et des impulsions de force répétées sont délivrées au moyen d'un percuteur (8) à actionnement de préférence hydraulique d'un dispositif de battage (4) sur une face d'extrémité (5) du tuyau (1) éloignée du substrat (2) pour enfoncer celui-ci dans le substrat (2), caractérisé en ce que le positionnement vertical du tuyau (1) au-dessus du site de mise en place (3) est réalisé en suspendant le tuyau (1) au dispositif de battage (4).
  2. Dispositif de battage (4) pour la mise en oeuvre du procédé selon la revendication 1, qui comprend un dispositif d'entraînement (7), de préférence hydraulique, disposé dans un boîtier (6), qui entraîne un percuteur (8) supporté avec possibilité de mouvement linéaire dans le boîtier (6), ainsi qu'une plaque d'impact (9) fixée au boîtier, de préférence suspendue, et le percuteur (8) peut être déplacé d'une position sans contact avec la plaque d'impact (9) à une position en contact avec la plaque d'impact (9) à l'extérieur du boîtier (6) et vice versa, caractérisé en ce que la plaque d'impact (9) présente un corps (10) sensiblement cylindrique, avec une première face d'extrémité (11) tournée à l'opposé du percuteur (8) et avec une face d'extrémité (14) tournée vers une surface de contact (24) du percuteur (9), et il est prévu sur la deuxième face d'extrémité (14) un renfoncement (15) de dont la forme et les dimensions sont de préférence adaptées à la surface de contact (24).
  3. Plaque d'impact (9) d'un dispositif de battage (4) selon la revendication 2, laquelle plaque d'impact (9) présente un corps (10) sensiblement cylindrique, avec une première face d'extrémité (11) sur laquelle est formée une saillie (12) cylindrique, concentrique du corps cylindrique (10), de plus petit diamètre que le corps (10), caractérisée en ce que la plaque d'impact (9) présente sur une deuxième face d'extrémité (14) faisant face à la première face d'extrémité (11) un renfoncement (15) destiné à recevoir une surface de contact (24) d'un percuteur (8).
  4. Plaque d'impact (9) d'un dispositif de battage (4) selon la revendication 3, caractérisée en ce qu'elle présente un corps (10) sensiblement cylindrique, avec une première face d'extrémité (11) sur laquelle sont formées plusieurs saillies cylindriques (12, 13) concentriques du corps cylindrique (10) et de plus petit diamètre que le corps (10), les plusieurs saillies (12, 13) ayant un diamètre différent les unes des autres et les diamètres des plusieurs saillies (12, 13) diminuant quand leur éloignement du corps (10) augmente.
  5. Plaque d'impact (9) selon la revendication 3 ou 4, caractérisée en ce que la surface d'enveloppe (23) de la saillie (12) ou les surfaces d'enveloppe (23) respectives des plusieurs saillies (12, 13) forment chacune un angle obtus (α) avec la première face d'extrémité (11) du corps.
  6. Plaque d'impact (9) selon l'une des revendications 2 à 5, caractérisée en ce que la plaque d'impact (9) présente des ouvertures (16) qui permettent de suspendre la plaque d'impact (9) au moyen de câbles ou d'autres éléments de fixation (17).
  7. Engin de chantier (18) avec un châssis (19) et un bras (20) disposé sur celui-ci, caractérisé en ce que la partie d'extrémité (21) du bras (20) tournée à l'opposé du châssis (19) est formée par un dispositif de battage (4) selon la revendication 2 avec une plaque d'impact (9) selon l'une des revendications 3 à 6.
EP12169478.0A 2011-06-01 2012-05-25 Procédé de pose verticale d'un tuyau et dispositif d'armature pour ce faire Not-in-force EP2530205B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL12169478T PL2530205T3 (pl) 2011-06-01 2012-05-25 Sposób pionowego układania rury oraz urządzenie udarowe do tego celu
SI201230229T SI2530205T1 (sl) 2011-06-01 2012-05-25 Postopek za navpično polaganje cevi in pripadajoča udarna naprava
HRP20150652TT HRP20150652T1 (hr) 2011-06-01 2015-06-16 Postupak postavljanja cijevi pod pravim kutom te uređaj za udaranje u tu svrhu

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM318/2011U AT12719U1 (de) 2011-06-01 2011-06-01 Verfahren zum senkrechten verlegen eines rohres und schlagvorrichtung dazu

Publications (2)

Publication Number Publication Date
EP2530205A1 EP2530205A1 (fr) 2012-12-05
EP2530205B1 true EP2530205B1 (fr) 2015-03-18

Family

ID=47048871

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12169478.0A Not-in-force EP2530205B1 (fr) 2011-06-01 2012-05-25 Procédé de pose verticale d'un tuyau et dispositif d'armature pour ce faire

Country Status (6)

Country Link
EP (1) EP2530205B1 (fr)
AT (1) AT12719U1 (fr)
HR (1) HRP20150652T1 (fr)
HU (1) HUE026438T2 (fr)
PL (1) PL2530205T3 (fr)
SI (1) SI2530205T1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT15636U1 (de) * 2016-11-23 2018-03-15 Guenter Keuschnig In einen untergrund einrammbares system
CN108221993B (zh) * 2018-01-16 2023-08-08 中国科学院南京地理与湖泊研究所 一种水下打桩机
CN118669068B (zh) * 2024-08-23 2024-11-05 河南元英建筑工程有限公司 一种地质钻孔扶正装置及其方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2900221C2 (de) * 1979-01-04 1985-05-09 Koehring Gmbh, 2000 Hamburg Druckmittelgetriebene Rammvorrichtung
US4340210A (en) * 1980-01-25 1982-07-20 Metex Corporation Pile driver cushion
RU2109105C1 (ru) * 1996-08-14 1998-04-20 Акционерное общество закрытого типа "Российская патентованная техника" Гидромолот
US6557647B2 (en) * 2000-05-30 2003-05-06 American Piledriving Equipment, Inc. Impact hammer systems and methods

Also Published As

Publication number Publication date
HUE026438T2 (en) 2016-06-28
AT12719U1 (de) 2012-10-15
PL2530205T3 (pl) 2015-10-30
SI2530205T1 (sl) 2015-08-31
EP2530205A1 (fr) 2012-12-05
HRP20150652T1 (hr) 2015-09-11

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