EP1580325A1 - Dépot pour béton et procédée de retraction d' équipement de forage d' une forure - Google Patents

Dépot pour béton et procédée de retraction d' équipement de forage d' une forure Download PDF

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Publication number
EP1580325A1
EP1580325A1 EP04007477A EP04007477A EP1580325A1 EP 1580325 A1 EP1580325 A1 EP 1580325A1 EP 04007477 A EP04007477 A EP 04007477A EP 04007477 A EP04007477 A EP 04007477A EP 1580325 A1 EP1580325 A1 EP 1580325A1
Authority
EP
European Patent Office
Prior art keywords
bunker
pipe
drill pipe
borehole
concrete
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.)
Granted
Application number
EP04007477A
Other languages
German (de)
English (en)
Other versions
EP1580325B1 (fr
Inventor
Erwin Stötzer
Stefan Michael Finkenzeller
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.)
Bauer Maschinen GmbH
Original Assignee
Bauer Maschinen GmbH
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=34854647&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1580325(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to AT04007477T priority Critical patent/ATE402292T1/de
Priority to DE502004007663T priority patent/DE502004007663D1/de
Priority to PL04007477T priority patent/PL1580325T3/pl
Priority to EP04007477A priority patent/EP1580325B1/fr
Publication of EP1580325A1 publication Critical patent/EP1580325A1/fr
Priority to HK06100603.3A priority patent/HK1080916A1/xx
Application granted granted Critical
Publication of EP1580325B1 publication Critical patent/EP1580325B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same

Definitions

  • the invention in a first aspect, relates to a tubular bunker for receiving concrete for filling a borehole. In other aspects, the invention relates to a device and a method for extracting a multi-part Drill pipe from a borehole and to fill the borehole.
  • the object of the invention is to provide a device with which the filling of a borehole when pulling out of the drill pipe is significantly facilitated.
  • an apparatus and a method for extracting a multi-part drill pipe from a borehole and to fill the borehole to be specified.
  • a pipe bunker for receiving concrete for filling a borehole, which forms a container body with at least one inlet opening for filling of the concrete and with an outlet opening to the outlet of the concrete , wherein the container body in the region of Outlet opening is formed for connecting a drill pipe and wherein in the region of the outlet opening a closure device is provided for closing the outlet opening.
  • the essentially of a container body with a Inlet opening for filling the concrete and with an outlet opening exists for the exit of the concrete and in the area of Outlet opening formed for connecting a drill pipe is.
  • a first significant advantage of such a tubular bunker is to see that the subsequent delivery of concrete so special reliably can be accomplished. Furthermore the pipe bunker according to the invention is particularly simple and can thus be manufactured inexpensively.
  • the container body essentially a cylindrical shape with an inlet side and / or outlet side conical end region on.
  • the container body can then for example from a Be made of steel tube.
  • the container body significantly increased with respect to the drill pipe Diameter form.
  • the diameter of the container body twice as large to three times be big like that of the drill pipe.
  • the angle of the conical End region on the outlet side is preferably chosen as that the liquid concrete can flow off easily. Appropriately, this angle is about 45 °. Because this requirement not given at the inlet side conical end is, this end area can be kept flatter. hereby can be higher at substantially the same outside dimensions Storage capacity of the tubular bunker can be achieved.
  • connection to the drill pipe or the connection with a Concrete supply line is particularly easy when on the inlet end portion an inlet nozzle and / or on the outlet end portion provided an outlet is.
  • the drilling torque via the pipe bunker to transfer the drill pipe, the Outlet neck rotatably connected to the drill pipe.
  • the closure device designed as a hinged flap. This is easy and therefore cost feasible and guaranteed In addition, a high level of operational safety.
  • the closure device can in principle in any way be operated. Especially easy and reliable can Locking device but hydraulically or mechanically operated become.
  • the inventive device for extracting a multi-part Drill pipe from a borehole and to fill the Borehole has a tube bunker according to the invention, as above described, and a lifting device for holding, lifting and lowering the tubular bunker and possibly attached thereto Drilling tube on.
  • a lifting device for holding, lifting and lowering the tubular bunker and possibly attached thereto Drilling tube on.
  • the device can expedient a fixing device for holding the drill pipe exhibit.
  • a fixing device for holding the drill pipe exhibit.
  • This may be, for example, a hydraulic Gripping or clamping device act, if necessary is pressed.
  • actuating the closure device the tubular bunker and / or for actuating the fixing device is expediently provided a hydraulic device.
  • the lifting device hydraulically or mechanically actuated.
  • a further preferred variant is characterized that the lifting device has a carriage which is connected to a vertical guide is slidably disposed.
  • the tube bunker can be rotatably mounted.
  • the drill pipe along with one end mounted pipe bunker as far as pulled out of the borehole, until a drilling element is exposed.
  • the tube bunker is then closed and the exposed drill pipe member is of the Pipe bunker and possibly further, still in the borehole dissolved drill pipe elements solved.
  • the pipe bunker becomes then moved down and with the next drill pipe element connected.
  • the tube bunker is opened again, allowing concrete to flow through the drill pipe into the wellbore.
  • An essential advantage of the method according to the invention is to see that the design effort to pull out of the drill pipe can be significantly reduced because In principle, only one lifting height is necessary, which is essentially corresponds to the length of a drill pipe element. On This way, significant costs can be saved.
  • the method is a downhole solved by the lifting device or to be solved drill pipe while the exposed Drill pipe element is removed. In this way can prevent sinking or sinking of the drill pipe into the wellbore become.
  • connection between pipe bunker and drill pipe for example be formed so that the release of the tubular bunker from the drill pipe by a short turn against one Drilling direction can be done.
  • tubular bunker according to the invention, the device according to the invention and the invention The method will be described below with reference to FIGS attached schematic figures described.
  • the tubular bunker 10 consists essentially of a container body 12, to the inlet side and connect conical end areas 28, 30 on the outlet side. about an inlet opening 14 may be liquid concrete in the pipe bunker 10 enter and from an outlet opening 16 in a Emerge drill pipe.
  • an inlet port 32 connects to the non-rotatable Connecting with a rotary drive with external toothing 33 is provided.
  • a plurality of openings 17th designed for filling the tubular bunker 10 with concrete but can also serve for venting.
  • the outlet end portion 30 has compared to the inlet side conical end portion 28 a steeper angle on, thereby ensuring a safe drainage of liquid concrete becomes.
  • the outlet-side conical end region 30 closes an outlet nozzle 34 in which a closure device 18 for closing the outlet opening 16 is integrated.
  • Closing device 18 is designed as a flap closure and consists essentially of a tubular body 19, in which a flap 26 about a central axis 36 pivotally is arranged.
  • the tube body 19 can itself as a connecting piece be formed for the pipe bunker.
  • an adjusting device 42 provided to operate, in particular by means of a hydraulic device is laterally on the tubular body 19 an adjusting device 42 provided.
  • a total of six Stopper pins 44 positioned at equal angular intervals. The exact position of these stop pins 44 is particular clearly seen in FIGS. 4 and 6.
  • Stop struts 46 in the interior of the tubular base body 19th arranged. This is particularly clear in FIGS. 3, 4, 6 and 7 shown. A limitation of the movement of the flap 26 in the closed and / or open position can of course also accomplished with differently shaped stop elements become. By the stop struts 46 is in particular a possible fluttering of the flap 26 at high concrete throughput prevented.
  • Fig. 8 is an embodiment of an inventive Device 40 shown schematically.
  • Essential component of the device 40 according to the invention is an inventive pipe bunker 10, the rotation with a Rotary drive 56 is connected.
  • the tube bunker 10 connected via the rotary actuator 56 with a lifting device 50.
  • the rotary drive 56 is on a carriage 54 as part of Lifting device 50 attached.
  • a vertical guide 52 is the carriage 54 in the vertical direction by means of a Hydraulic adjustable.
  • a drill pipe element 21 At the bottom of the tubular bunker 10 is as part of a drill pipe 20 a drill pipe element 21 via a coupling 23 rotatably arranged.
  • the coupling 21 can counteract by turning briefly a Bohrmosraum be solved.
  • Fig. 8 a situation is shown in which the Drill tube 20 partially in a introduced into the ground 60 Drill hole 22 is located.
  • the drill pipe 20th with the help of the lifting device 50 raised until the Drill pipe element 21 is completely above the ground 60 and thus can be removed.
  • the tube bunker 10th with the help of the schematically illustrated flap 26 of the closure device 18 closed, so no liquid concrete 24 more can escape from the tube bunker 10.
  • the Bohrrohrelement 21 of the tubular bunker 10 and the subsequent drill pipe element 25 solved.
  • the drill pipe element 25 can then be useful with the help of a fixing device be held to prevent it from entering the borehole 22 drops.
  • the inventive Device and the method according to the invention is the extraction of multi-part drill pipes from a borehole and the simultaneous filling of the borehole with concrete in particular simple way and with significantly reduced apparatus Effort possible and it can therefore to a considerable extent Cost savings.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Earth Drilling (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
EP04007477A 2004-03-26 2004-03-26 Dépot pour béton et procédé de rétraction d' équipement de forage d' une forure Expired - Lifetime EP1580325B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
AT04007477T ATE402292T1 (de) 2004-03-26 2004-03-26 Rohrbunker für die aufnahme von beton sowie vorrichtung und verfahren zum herausziehen eines mehrteiligen bohrrohrs aus einem bohrloch und zum verfüllen des bohrlochs
DE502004007663T DE502004007663D1 (de) 2004-03-26 2004-03-26 Rohrbunker für die Aufnahme von Beton sowie Vorrichtung und Verfahren zum Herausziehen eines mehrteiligen Bohrrohrs aus einem Bohrloch und zum Verfüllen des Bohrlochs
PL04007477T PL1580325T3 (pl) 2004-03-26 2004-03-26 Zasobnik rurowy dla przyjęcia betonu jak również urządzenie i sposób wyciągania wieloczęściowej rury z odwiertu i sposób napełniania odwiertu
EP04007477A EP1580325B1 (fr) 2004-03-26 2004-03-26 Dépot pour béton et procédé de rétraction d' équipement de forage d' une forure
HK06100603.3A HK1080916A1 (en) 2004-03-26 2006-01-13 Hopper for holding concrete and method of withdrawing a mouldpipe off a bore and method of cementing a bore

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP04007477A EP1580325B1 (fr) 2004-03-26 2004-03-26 Dépot pour béton et procédé de rétraction d' équipement de forage d' une forure

Publications (2)

Publication Number Publication Date
EP1580325A1 true EP1580325A1 (fr) 2005-09-28
EP1580325B1 EP1580325B1 (fr) 2008-07-23

Family

ID=34854647

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04007477A Expired - Lifetime EP1580325B1 (fr) 2004-03-26 2004-03-26 Dépot pour béton et procédé de rétraction d' équipement de forage d' une forure

Country Status (5)

Country Link
EP (1) EP1580325B1 (fr)
AT (1) ATE402292T1 (fr)
DE (1) DE502004007663D1 (fr)
HK (1) HK1080916A1 (fr)
PL (1) PL1580325T3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1849918A1 (fr) * 2006-04-26 2007-10-31 BAUER Maschinen GmbH Engin de forage et méthode de construction d'une colonne forée dans le sol
US7677839B2 (en) 2006-04-26 2010-03-16 Bauer Maschinen Gmbh Drilling implement and method for installing a drilling pillar in the ground
CN104948103A (zh) * 2015-07-15 2015-09-30 乐清市箭雁自行车有限公司 一种运行安全的挖孔机
CN104948110A (zh) * 2015-07-15 2015-09-30 孙卫香 一种手动控制锚固且运行安全的挖孔机
CN109098178A (zh) * 2018-09-28 2018-12-28 中国电建市政建设集团有限公司 一种混凝土灌注设备

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3467205B1 (fr) 2017-10-06 2019-12-04 BAUER Maschinen GmbH Procédé de construction d'un poteau enfoncé dans le sol et appareil de préparation du sol correspondant

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE467831C (de) * 1928-10-31 Gruen & Bilfinger Akt Ges Fuellschacht fuer Vortreibrohre
US5647690A (en) * 1995-06-08 1997-07-15 Landau; Richard Erwin Low cost installation of columns of material
EP0861944A1 (fr) * 1997-02-26 1998-09-02 Wilhelm Dr. Degen Dispositif pour la fabrication d'une colonne dans le sol

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE467831C (de) * 1928-10-31 Gruen & Bilfinger Akt Ges Fuellschacht fuer Vortreibrohre
US5647690A (en) * 1995-06-08 1997-07-15 Landau; Richard Erwin Low cost installation of columns of material
EP0861944A1 (fr) * 1997-02-26 1998-09-02 Wilhelm Dr. Degen Dispositif pour la fabrication d'une colonne dans le sol

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1849918A1 (fr) * 2006-04-26 2007-10-31 BAUER Maschinen GmbH Engin de forage et méthode de construction d'une colonne forée dans le sol
US7677839B2 (en) 2006-04-26 2010-03-16 Bauer Maschinen Gmbh Drilling implement and method for installing a drilling pillar in the ground
US7713002B2 (en) 2006-04-26 2010-05-11 Bauer Maschinen Gmbh Drilling device and method for producing a drilling column in the soil
CN104948103A (zh) * 2015-07-15 2015-09-30 乐清市箭雁自行车有限公司 一种运行安全的挖孔机
CN104948110A (zh) * 2015-07-15 2015-09-30 孙卫香 一种手动控制锚固且运行安全的挖孔机
CN109098178A (zh) * 2018-09-28 2018-12-28 中国电建市政建设集团有限公司 一种混凝土灌注设备

Also Published As

Publication number Publication date
HK1080916A1 (en) 2006-05-04
ATE402292T1 (de) 2008-08-15
PL1580325T3 (pl) 2009-01-30
DE502004007663D1 (de) 2008-09-04
EP1580325B1 (fr) 2008-07-23

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