EP1321583B1 - Benne de forage - Google Patents

Benne de forage Download PDF

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Publication number
EP1321583B1
EP1321583B1 EP02026892A EP02026892A EP1321583B1 EP 1321583 B1 EP1321583 B1 EP 1321583B1 EP 02026892 A EP02026892 A EP 02026892A EP 02026892 A EP02026892 A EP 02026892A EP 1321583 B1 EP1321583 B1 EP 1321583B1
Authority
EP
European Patent Office
Prior art keywords
mast
hose
cutting device
suspension
suspension slide
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.)
Expired - Lifetime
Application number
EP02026892A
Other languages
German (de)
English (en)
Other versions
EP1321583A1 (fr
Inventor
Maximilian Dipl.-Ing.(FH) Arzberger
Ludwig Andreas Huber
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
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Publication of EP1321583A1 publication Critical patent/EP1321583A1/fr
Application granted granted Critical
Publication of EP1321583B1 publication Critical patent/EP1321583B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ

Definitions

  • a diaphragm wall milling device is made, for example the utility model DE 87 14 969 U1 known, which on the applicant goes back.
  • Such trench wall milling devices are used in civil engineering for the production of diaphragm walls used in the ground. Here cut or break counter-rotating cutting wheels with teeth the floor and transport it to the center where it is sucked off together with surrounding support liquid. In a regeneration plant, liquid and soil are separated, the support fluid is pumped back and stands again at the milling point. The necessary for this Hoses are automatically defined under a Tension of the milling machine penetrating into the ground.
  • the feed force of the milling machine is determined by its own weight generated. To see if the milling machine deviates from the desired Avoid the vertical milling direction, the milling machine is possible to keep them free of lateral forces through the supply hoses. In the known trench wall milling device this by means of a complex tensioning device for the supply hoses reached.
  • a generic trench wall milling device is in the Brochure "The Bauer device range” from April 1995 revealed.
  • a milling machine is stored on a mast.
  • the router is suspended from the mast head with a rope.
  • the hydraulic belt systems are used to sink the tiller and the conveyor hose system via a hose drum system, which above the driver's cab as a round drum is arranged with hydraulic drive, tracked.
  • the The router hangs on the main rope, which runs over the mast head becomes. After sinking the tiller to a specific one Final depth and the complete unwinding of the hydraulic and delivery hoses the hose deflection slide can be removed from the hose system are led down along the mast.
  • Trench wall cutters are a winch for the main rope the router, a winch for the rope to move of the carriage and a drive for winding up the delivery hoses on the drum necessary.
  • the invention allows a vertical guidance of the trench cutter with high directional stability.
  • the pulleys on the guided suspension slide together with an articulation of the tether of the router a parallel and even supply of the supply hoses and the tether is ensured.
  • the linkage can consist of one or more roles as well as one or there are several ropes for the router.
  • the milling machine will be brought down particularly reliably achieved according to the invention in that a Longitudinal and transverse guide designed for the suspension slide is.
  • On the essentially vertical mast can provide guide rails and / or guide grooves be in which corresponding grooves or strips on Suspension slides are guided.
  • Trench wall milling device is achieved in that the Length of the supply and disposal hoses about twice Height of the mast corresponds. Winches or reels for Pick up the supply hoses on the mast or the undercarriage are therefore not necessary.
  • the invention Diaphragm wall milling device in this way a diaphragm wall to a depth of about 40 meters. This is sufficient for the majority of all civil engineering designs, only in rare cases, diaphragm walls into even deeper areas have to be brought down.
  • suspension carriage according to the invention thus allows a reduction in investment costs Construction machinery and ensures better machine use, which in turn helps to reduce costs.
  • a linkage is provided for a drive rope is.
  • the deflection pulleys are to avoid tilting moments for the hoses symmetrical on both sides of the suspension slide arranged while a linkage or Deflection roller for the tether and the linkage for the Drive rope along a central axis of the suspension slide are arranged.
  • a vertical mast 30 provided along its front a plate-shaped guide 32 essentially over the entire mast length is attached.
  • the guide 32 ends at a mast head 34, which one has multi-grooved roller 36 for a drive cable.
  • a suspension slide according to the invention is along the guide 32 10 slidably mounted.
  • the hanging sled 10 comprises a base plate 11, one on both sides first hose guide roller 14 and a second hose guide roller 16 are rotatably attached.
  • On the two Hose deflection rollers 14, 16 are not shown Hoses led to the supply and disposal of the milling machine.
  • a roller holder 20 provided in which for the articulation of a tether for the router a deflection roller 12 and an oblique spacer roller 13 mounted underneath are mounted.
  • the tether for the router is on one attached lower end of the mast 30 and along the mast 30 led to the pulley 12, the other end of the Tether is connected to the router.
  • the spacer roll 13 provides a sufficient distance from the tether to Mast 30 sure.
  • the invention simplifies the construction of a Diaphragm wall milling device with simultaneous improvement the milling guide.
  • a suspension slide according to the invention can also use conventional milling devices converted a drilling mast for the production of diaphragm walls become.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (8)

  1. Dispositif de fraisage pour parois moulées avec un mât (30), sur lequel une fraise est accrochée de manière mobile verticalement au moyen d'au moins un câble de fixation et par l'intermédiaire d'une articulation, fraise qui est reliée à au moins un tuyau d'alimentation et au moins un tuyau d'évacuation, un chariot suspendu (10) étant prévu, qui est guidé de manière mobile sur le mât (30) et présente un premier rouleau (14) de renvoi de tuyau pour le tuyau d'alimentation et un deuxième rouleau (16) de renvoi de tuyau pour le tuyau d'évacuation, caractérisé en ce que l'articulation pour le câble de fixation est réalisée sur le chariot suspendu (10), un déplacement du chariot suspendu (10) permettant de faire suivre en déplacement à la fois la fraise et les tuyaux d'alimentation et d'évacuation.
  2. Dispositif de fraisage pour parois moulées selon la revendication 1, caractérisé en ce que l'articulation du câble de fixation présente un rouleau de renvoi de câble (12) et en ce que le câble de fixation va jusqu'à l'extrémité inférieure du mât (30) et y est fixé.
  3. Dispositif de fraisage pour parois moulées selon la revendication 1 ou 2, caractérisé en ce qu 'un entraínement est prévu pour le déplacement vertical du chariot suspendu (10).
  4. Dispositif de fraisage pour parois moulées selon la revendication 3, caractérisé en ce que l'entraínement du chariot suspendu (10) présente un câble d'entraínement qui est articulé sur le chariot suspendu (10) et passe sur un rouleau (36) situé sur la tête (34) du mât (30).
  5. Dispositif de fraisage pour parois moulées selon l'une quelconque des revendications 1 à 4, caractérisé en ce qu 'un guidage longitudinal et transversal (32) est formé sur le mât (30) pour le chariot suspendu (10).
  6. Dispositif de fraisage pour parois moulées selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la longueur des tuyaux d'alimentation et d'évacuation correspond approximativement au double de la hauteur du mât (30).
  7. Chariot suspendu, en particulier pour un dispositif de fraisage pour parois moulées selon l'une quelconque des revendications 1 à 6, qui est mobile le long d'un mât (30), caractérisé en ce qu 'une articulation pour un câble de fixation, un premier rouleau de renvoi de tuyau (14) pour un tuyau d'alimentation et un deuxième rouleau de renvoi de tuyau (16) pour un tuyau d'évacuation sont prévus.
  8. Chariot suspendu selon la revendication 7, caractérisé en ce qu 'une articulation (18) est prévue pour un câble d'entraínement.
EP02026892A 2001-12-21 2002-12-02 Benne de forage Expired - Lifetime EP1321583B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10163390 2001-12-21
DE10163390A DE10163390B4 (de) 2001-12-21 2001-12-21 Schlitzwandfräsvorrichtung sowie Aufhängeschlitten hierfür

Publications (2)

Publication Number Publication Date
EP1321583A1 EP1321583A1 (fr) 2003-06-25
EP1321583B1 true EP1321583B1 (fr) 2004-07-07

Family

ID=7710452

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02026892A Expired - Lifetime EP1321583B1 (fr) 2001-12-21 2002-12-02 Benne de forage

Country Status (4)

Country Link
EP (1) EP1321583B1 (fr)
CA (1) CA2412960C (fr)
DE (2) DE10163390B4 (fr)
ZA (1) ZA200209787B (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1630297A1 (fr) * 2004-08-20 2006-03-01 BAUER Maschinen GmbH Procedée et appareil d'excavation à benne preneuse

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8714969U1 (de) * 1987-11-10 1987-12-23 Bauer Spezialtiefbau GmbH, 8898 Schrobenhausen Schlitzwandfräsvorrichtung
JP2702664B2 (ja) * 1993-12-02 1998-01-21 鹿島建設株式会社 ホースリールブラケットの支持装置
JP3275732B2 (ja) * 1996-10-22 2002-04-22 株式会社大林組 ハイドロフレーズ掘削機
JPH10212736A (ja) * 1997-01-29 1998-08-11 Hiromasa Watanabe 掘削機

Also Published As

Publication number Publication date
DE10163390A1 (de) 2003-07-17
CA2412960C (fr) 2007-04-03
DE10163390B4 (de) 2005-06-16
CA2412960A1 (fr) 2003-06-21
EP1321583A1 (fr) 2003-06-25
DE50200592D1 (de) 2004-08-12
ZA200209787B (en) 2003-02-12

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