DE3862239D1 - DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD. - Google Patents

DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD.

Info

Publication number
DE3862239D1
DE3862239D1 DE8888106156T DE3862239T DE3862239D1 DE 3862239 D1 DE3862239 D1 DE 3862239D1 DE 8888106156 T DE8888106156 T DE 8888106156T DE 3862239 T DE3862239 T DE 3862239T DE 3862239 D1 DE3862239 D1 DE 3862239D1
Authority
DE
Germany
Prior art keywords
rod
injection
outer tube
drilling
drilling device
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 - Fee Related
Application number
DE8888106156T
Other languages
German (de)
Inventor
Johann Dipl Ing Haberer
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 Spezialtiefbau GmbH
Original Assignee
Bauer Spezialtiefbau 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 Spezialtiefbau GmbH filed Critical Bauer Spezialtiefbau GmbH
Priority to DE8888106156T priority Critical patent/DE3862239D1/en
Application granted granted Critical
Publication of DE3862239D1 publication Critical patent/DE3862239D1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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
    • E02D7/26—Placing by using several means simultaneously
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • 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
    • E02D5/22—Piles
    • E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/10—Sealing or packing boreholes or wells in the borehole
    • E21B33/13—Methods or devices for cementing, for plugging holes, crevices or the like
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/002—Drilling with diversely driven shafts extending into the borehole
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)

Abstract

A drilling device as well as a high-pressure injection method which can be carried out with the use of this drilling device for producing injection bodies in the ground are described. The drilling device comprises a rod (3) provided with a drill head. At its end, the rod (3) is provided with a drill bit (4) as well as at least one injection nozzle (12) for discharging injection suspension. The rod (3) is surrounded by an outer tube (1) which is provided with a further drill head (2) as well as with a feed channel (7) for flushing medium. Rod (3) and outer tube (1) can be operated independently of one another with regard to direction of rotation, rotary speed and drilling advance. After the final depth is reached, the rod (3) is moved into a position in which the injection nozzle (12) is in front of the outer-tube drill bit (2). During the subsequent withdrawal and injection, the outer tube (1) is retracted at the same time as the rod (3). Excess injection suspension can escape to the top in the annular space (16) between the outer tube (1) and the rod (3). <IMAGE>
DE8888106156T 1987-06-02 1988-04-18 DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD. Expired - Fee Related DE3862239D1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE8888106156T DE3862239D1 (en) 1987-06-02 1988-04-18 DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3718480A DE3718480C2 (en) 1987-06-02 1987-06-02 Drilling device for a high pressure injection drilling method and drilling method using the drilling device
DE8888106156T DE3862239D1 (en) 1987-06-02 1988-04-18 DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD.

Publications (1)

Publication Number Publication Date
DE3862239D1 true DE3862239D1 (en) 1991-05-08

Family

ID=6328901

Family Applications (2)

Application Number Title Priority Date Filing Date
DE3718480A Expired - Fee Related DE3718480C2 (en) 1987-06-02 1987-06-02 Drilling device for a high pressure injection drilling method and drilling method using the drilling device
DE8888106156T Expired - Fee Related DE3862239D1 (en) 1987-06-02 1988-04-18 DRILLING DEVICE FOR A HIGH PRESSURE INJECTION DRILLING METHOD.

Family Applications Before (1)

Application Number Title Priority Date Filing Date
DE3718480A Expired - Fee Related DE3718480C2 (en) 1987-06-02 1987-06-02 Drilling device for a high pressure injection drilling method and drilling method using the drilling device

Country Status (3)

Country Link
EP (1) EP0293584B1 (en)
AT (1) ATE62293T1 (en)
DE (2) DE3718480C2 (en)

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3718631A1 (en) * 1987-06-03 1988-12-22 Gkn Keller Gmbh Combined injection method as well as apparatus for producing a highly consolidated soil volume while simultaneously stabilising the adjacent soil
FR2657906A1 (en) * 1990-02-06 1991-08-09 Morillon Corvol Courbot METHOD OF MAKING MOLDED PILES IN THE SOIL, MOLDED PIGS SO OBTAINED AND IMPRESSION TUBE USED TO IMPLEMENT THIS METHOD.
DE4121394A1 (en) * 1991-06-28 1993-01-14 Klemm Bohrtech Injection method of underground mineral extraction - using drill string with injection head used as drill bit, and flushing up loosened material from deposit to top of drill string
JPH089863B2 (en) * 1991-08-14 1996-01-31 株式会社エヌ、アイ、テイ All-angle ground improvement body construction method and its equipment
DE4138356A1 (en) * 1991-11-21 1993-05-27 Gu Tiefbau Ag DRILLING DEVICE FOR DEEP CONSTRUCTION AND METHOD FOR MANUFACTURING STABILIZING SAEULES OR SIMILAR PICTURES IN EARTH
DE4323766A1 (en) * 1993-07-15 1995-01-19 Keller Grundbau Gmbh Process for applying binder suspension
ES2143356B1 (en) * 1997-01-10 2000-12-16 Codina Juan Vicente Herrero DEVICE AND PROCEDURE FOR THE REALIZATION OF FOUNDATION PILOTS IN DRILLING MACHINES.
DE10005475A1 (en) * 2000-02-08 2001-08-09 Guenter Klemm Drilling device; has inner rod, hollow outer rod and rotation device to rotate both rods, which drives drive wheel of outer rod and drive wheel of inner rod
DE10319800A1 (en) * 2003-04-30 2004-11-25 Kleis, Simone Hollow crown for core-drilling machine, has pipe with cutting elements arranged at front side along the propulsion direction, and a central fluid supply with its outlet set within the sphere of activity of the cutting elements
DE102006023799B4 (en) * 2006-05-20 2014-05-15 Franki Grundbau Gmbh & Co.Kg Device for producing foundation elements
DE102007023736B4 (en) * 2007-05-22 2011-01-20 Bauer Spezialtiefbau Gmbh Fast setting HDI
DE102011000320A1 (en) * 2011-01-25 2012-07-26 TERRA AG für Tiefbautechnik Drilling rig for carrying out drilling in soil, comprises drilling frame, and drive unit slidably arranged on frame, where drive unit has rod cartridge for detachably connecting with drilling pipe, and drive motor standing with cartridge
US11085244B2 (en) 2015-08-18 2021-08-10 Shandong University Anti-collapse jet grouting drill bit with bi-directional rib wings, grouting consolidation system and method
CN109441425B (en) * 2018-11-20 2022-02-11 常州大学 Method for measuring rock carrying capacity of horizontal well double-wall drill pipe system
CN113356255A (en) * 2021-06-25 2021-09-07 上海涵格建设工程有限公司 Weak geological building foundation reinforcement construction method

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE227376C (en) * 1900-01-01
US1853379A (en) * 1926-12-29 1932-04-12 Alexander G Rotinoff Caisson and method of and means for sinking the same
GB318387A (en) * 1928-08-31 1929-09-05 August Wolfsholz A process for sinking tubular bodies into the soil
US2494803A (en) * 1946-08-22 1950-01-17 Frost Jack Multiple passage pipe sections for oil well drills or the like
US2684229A (en) * 1951-09-06 1954-07-20 Frank S Bergstrom Apparatus for exploration drilling
US3604214A (en) * 1968-08-16 1971-09-14 Lee A Turzillo Means and method of making columnar structures in situ
JPS5217646B2 (en) * 1972-07-28 1977-05-17
DE2924393C2 (en) * 1979-06-16 1983-06-23 Brückner Grundbau GmbH, 4300 Essen Drilling device for overlay drilling
GB2154630B (en) * 1984-02-24 1986-09-17 Matsuzawa Kiko Kabushiki Kaish Construction method for foundation piling
FR2566813B1 (en) * 1984-06-29 1987-02-20 Soletanche DEVICE AND METHOD FOR PRODUCING CONCRETE PILES IN THE GROUND AND PILES OBTAINED BY THIS PROCESS

Also Published As

Publication number Publication date
ATE62293T1 (en) 1991-04-15
EP0293584B1 (en) 1991-04-03
DE3718480C1 (en) 1988-09-22
EP0293584A1 (en) 1988-12-07
DE3718480C2 (en) 1994-04-14

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Legal Events

Date Code Title Description
8364 No opposition during term of opposition
8339 Ceased/non-payment of the annual fee