DE58904617D1 - METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL. - Google Patents

METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL.

Info

Publication number
DE58904617D1
DE58904617D1 DE8989117305T DE58904617T DE58904617D1 DE 58904617 D1 DE58904617 D1 DE 58904617D1 DE 8989117305 T DE8989117305 T DE 8989117305T DE 58904617 T DE58904617 T DE 58904617T DE 58904617 D1 DE58904617 D1 DE 58904617D1
Authority
DE
Germany
Prior art keywords
anchor
wall
pressure
drill pipe
tension member
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
DE8989117305T
Other languages
German (de)
Inventor
Ernst Dipl Ing Reichert
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.)
TGB TECHNOGRUNDBAU GmbH
Original Assignee
TGB TECHNOGRUNDBAU 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 TGB TECHNOGRUNDBAU GmbH filed Critical TGB TECHNOGRUNDBAU GmbH
Application granted granted Critical
Publication of DE58904617D1 publication Critical patent/DE58904617D1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Nozzles (AREA)

Abstract

In the method for making a sealed anchor in a soil area (2) bordered by an immersed wall, especially a sheet piling wall (1), an anchor chair is attached to the wall. This anchor chair is provided with a drill-pipe lock (32) having a seal (22) for the drill pipe (30) and an anchor lock (8) having an annular tube seal (14) for at least one anchor tension member (31). If the drill pipe (30) has reached its end position, at least one anchor tension member (31) is inserted into this drill pipe (30). Via a pressure-sealing channel and if need be a re-injection channel, hardenable structural material can be fed into the annular space between drill pipe (30) and anchor tension member (31) while pulling out the drill pipe (30). The re-injection channel and facultatively the pressure-sealing channel are arranged inside the periphery of the anchor tension member (31), and the annular tube seal (14) is attached to the anchor lock (8) in a spatially fixed manner. <IMAGE>
DE8989117305T 1988-09-20 1989-09-19 METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL. Expired - Fee Related DE58904617D1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE3831926A DE3831926A1 (en) 1988-09-20 1988-09-20 METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL

Publications (1)

Publication Number Publication Date
DE58904617D1 true DE58904617D1 (en) 1993-07-15

Family

ID=6363333

Family Applications (2)

Application Number Title Priority Date Filing Date
DE3831926A Withdrawn DE3831926A1 (en) 1988-09-20 1988-09-20 METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL
DE8989117305T Expired - Fee Related DE58904617D1 (en) 1988-09-20 1989-09-19 METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL.

Family Applications Before (1)

Application Number Title Priority Date Filing Date
DE3831926A Withdrawn DE3831926A1 (en) 1988-09-20 1988-09-20 METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL

Country Status (4)

Country Link
EP (1) EP0360221B1 (en)
AT (1) ATE90407T1 (en)
DE (2) DE3831926A1 (en)
ES (1) ES2045321T3 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4226655C2 (en) * 1992-08-12 1996-12-05 Zueblin Ag Procedure for securing construction pit walls by setting tensionable ground anchors
DE4305923C2 (en) * 1993-02-26 1997-02-27 Bilfinger Berger Bau Sealing device for anchor heads against pressing water
DE4316097A1 (en) * 1993-05-13 1994-11-17 Bauer Spezialtiefbau Method and device for setting a grouted anchor
DE9409363U1 (en) * 1994-06-09 1994-08-04 Bilfinger + Berger Bauaktiengesellschaft, 68165 Mannheim Sealed anchor bushing for shoring walls
DE9416718U1 (en) * 1994-10-18 1994-12-15 Bilfinger + Berger Bauaktiengesellschaft, 68165 Mannheim Countersunk, sealed anchor bushing, especially for diaphragm walls
NL1011701C2 (en) * 1999-03-30 2000-12-04 Van Leeuwen Harmelen Bv Geb Method for anchoring a wall placed in the ground by means of tension-loadable screw anchors.
DE10032692A1 (en) * 2000-07-05 2002-01-17 Zueblin Ag Method for anchoring of excavation walls uses drainage anchors with tension elements to secure walls and drain ground water from behind walls, to reduce water pressure on walls
DE102007030697B4 (en) * 2007-06-30 2014-04-03 Stump Spezialtiefbau Gmbh Method and arrangement for sealing an opening in the form of a hole in a sheet pile wall
DE102007043621B4 (en) * 2007-09-13 2013-03-28 Stump Spezialtiefbau Gmbh bore seal
NL2022393B1 (en) * 2019-01-14 2020-08-14 Key Staal B V Assembly of a retaining wall, at least two elongated anchoring elements and a purlin beam

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3665717A (en) * 1971-01-14 1972-05-30 Soil Sampling Service Inc Method and apparatus for installing elongated rods in unstable earth formations
FR2141436B1 (en) * 1971-06-02 1973-06-29 Sif Entreprise Bachy
BE887709A (en) * 1981-02-27 1981-06-15 Camar P V B A WERKWIJZE MACHINE VOOR HET AANBRENGEN VAN EEN ELEMENT DOORHEEN EEN MUUR ONDER DE BESCHERMING VAN EEN SAS
DE3535320A1 (en) * 1985-10-03 1987-04-09 Dyckerhoff & Widmann Ag METHOD AND DEVICE FOR SETTING A ROD, WIRE OR TUBULAR INSTALLATION COMPONENT IN A FLOOR INFORMATION WITH PRESSING WATER

Also Published As

Publication number Publication date
ATE90407T1 (en) 1993-06-15
EP0360221A2 (en) 1990-03-28
EP0360221A3 (en) 1990-10-31
EP0360221B1 (en) 1993-06-09
DE3831926A1 (en) 1990-03-22
ES2045321T3 (en) 1994-01-16

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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