AU9741098A - Method and sheathing for producing a ground column to support building or travelling loads - Google Patents

Method and sheathing for producing a ground column to support building or travelling loads

Info

Publication number
AU9741098A
AU9741098A AU97410/98A AU9741098A AU9741098A AU 9741098 A AU9741098 A AU 9741098A AU 97410/98 A AU97410/98 A AU 97410/98A AU 9741098 A AU9741098 A AU 9741098A AU 9741098 A AU9741098 A AU 9741098A
Authority
AU
Australia
Prior art keywords
sheathing
ground
tubular
jacket tube
diameter
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.)
Abandoned
Application number
AU97410/98A
Inventor
Werner Mobius
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.)
Josef Mobius Bau-Gesellschaft (gmbh & Co)
Original Assignee
Josef Mobius Bau Ges & Co 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=8227314&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=AU9741098(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Josef Mobius Bau Ges & Co GmbH filed Critical Josef Mobius Bau Ges & Co GmbH
Publication of AU9741098A publication Critical patent/AU9741098A/en
Abandoned legal-status Critical Current

Links

Classifications

    • 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
    • E02D5/66—Mould-pipes or other moulds
    • E02D5/665—Mould-pipes or other moulds for making piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles

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)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Fencing (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Foundations (AREA)

Abstract

The invention relates to a method for producing ground columns (28, 86, 88) to support building or travelling loads, wherein a tubular encasing (10) is driven into the ground in a stationary zone, the ground material is removed from the tubular encasing (10), a sheathing (16) made of geotextile material is inserted into the tubular encasing (10) and filled with a load-bearing, granulated, loose material (24), the load-bearing material (24) is subsequently compacted and the tubular encasing (10) is removed. An individual jacket tube for each ground column (28, 86, 88) is driven into the ground, the jacket tube (10) is emptied by excavation, a sack-like sheathing (16) with a diameter that is larger than the diameter of the inner diameter of the tubular jacket (10) is introduced into the empty jacket tube (10) and the granulated material (24) progressively presses the sheathing (16) against the stationary supporting layer and the inner wall of the tubular jacket (10) during filling. The granulated material (24) is so compacted upon removal of the jacket tube (10) that the sheathing (16) extends beyond its original diameter until the opposing forces produced by the compacted ground around it are approximately balanced out. The material of the sheathing (16) is endowed with sufficient penetrability qualities so that no surrounding earth can penetrate into the column (28, 86, 88) thus formed.
AU97410/98A 1997-09-04 1998-09-03 Method and sheathing for producing a ground column to support building or travelling loads Abandoned AU9741098A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP97115299 1997-09-04
EP97115299A EP0900883B1 (en) 1997-09-04 1997-09-04 Method for making a column in the ground, which can carry loads from buildings or traffic
PCT/EP1998/005580 WO1999011870A1 (en) 1997-09-04 1998-09-03 Method and sheathing for producing a ground column to support building or travelling loads

Publications (1)

Publication Number Publication Date
AU9741098A true AU9741098A (en) 1999-03-22

Family

ID=8227314

Family Applications (1)

Application Number Title Priority Date Filing Date
AU97410/98A Abandoned AU9741098A (en) 1997-09-04 1998-09-03 Method and sheathing for producing a ground column to support building or travelling loads

Country Status (8)

Country Link
EP (2) EP0900883B1 (en)
AT (1) ATE206787T1 (en)
AU (1) AU9741098A (en)
DE (2) DE59706689D1 (en)
DK (2) DK0900883T3 (en)
HK (1) HK1020443A1 (en)
NL (1) NL1010001C2 (en)
WO (1) WO1999011870A1 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1014185C2 (en) * 2000-01-26 2001-07-27 Trisoplast Int Bv Method for applying a moisture-impermeable layer in the soil, as well as a trench obtained by such a method.
DE10025966C2 (en) * 2000-05-25 2002-12-05 Bauer Spezialtiefbau Support tube columns
DE10108602A1 (en) 2001-02-22 2002-09-12 Keller Grundbau Gmbh Method of making columns
DE20120859U1 (en) * 2001-12-27 2003-05-08 Kirchner Martin E Apparatus for manufacturing rubble columns in the ground with textile cladding
DE10351956B3 (en) * 2003-11-07 2005-07-14 Josef Möbius Bau-Aktiengesellschaft Device for extracting earth material from pipe driven into soil has flaps held by cable extending from one end of gripper pipe to other connected to actuator so this lowers cable and flaps drop to outlet position under pressure of soil
DE102004013275B4 (en) * 2004-03-16 2007-02-15 Josef Möbius Bau-Aktiengesellschaft Process for the production of an interactive load-bearing system made of geotextile-coated columns of granular material and the upcoming floors for the removal of building and traffic loads with unsustainable subsoil
GB0414300D0 (en) * 2004-06-25 2004-07-28 Keller Ground Engineering Method and structure for ground improvement
DE102006033957B4 (en) * 2006-07-22 2010-04-15 Josef Möbius Bau-Aktiengesellschaft Method for creating geotextile coated pillars of granular or rolling material
CN102505682A (en) * 2011-10-31 2012-06-20 山东鸿泰建设集团有限公司 Building waste powder cement pile and foundation treatment method thereof
DE102012004980A1 (en) 2012-02-25 2013-08-29 Werner Möbius Engineering GmbH Method for stabilizing subsoil of road and building, for use in removal of e.g. building load in stable region, involves compressing and moving jacket tube to floor material installation site, while holding sheath at lower end of soil
DE102012022164A1 (en) 2012-05-09 2013-11-14 Werner Möbius Engineering GmbH Structural system for diverting vertical and horizontal loads from elongated building areas to less stable ground, has soil columns, which are covered with geotextile material and form multiple linked systems by connecting elements
DE102015105780B4 (en) 2015-04-15 2018-08-23 Werner Möbius Engineering GmbH Method of stabilizing the subsurface and removing structural and traffic loads in stable areas
DE102015122202B4 (en) 2015-10-22 2019-03-28 Peter Wallis Device for introducing a column element
CN112030649A (en) * 2020-09-07 2020-12-04 中国电建市政建设集团有限公司 CFG pile-forming construction method suitable for fluid plastic soil layer

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB410280A (en) * 1932-02-06 1934-05-17 Nagel Friedrich Improvements in and relating to the making of concrete and like piles
LU41005A1 (en) * 1961-01-11 1962-02-23
FR2079878A5 (en) * 1970-02-16 1971-11-12 Rhodiaceta
NL140592B (en) * 1971-06-25 1973-12-17 Nederhorst Grondtechniek B V METHOD AND EQUIPMENT FOR FORMING A BODY OF CONCRETE OR SIMILAR MATERIAL IN THE GROUND, AS WELL AS A BODY THEREFORE.
NL9200855A (en) * 1992-05-14 1993-12-01 Colijn Beheer Bv METHOD FOR THE VIBRATION-FREE MANUFACTURE OF A GROUND-REPLACING FOUNDATION POLE
DE19518830B4 (en) * 1994-03-10 2005-02-24 Josef Möbius Bau-Gesellschaft (GmbH & Co.) Method of stabilising underground below roads and buildings - involves column excavation replaced by geo-textile load-bearing casing for dewatering and compacting in-situ with resultant ground load absorption
DE4408173C5 (en) 1994-03-10 2006-04-27 Josef Möbius Bau-Gesellschaft (GmbH & Co.) Method of stabilizing the substrate and removing structural and traffic loads

Also Published As

Publication number Publication date
DE59801707D1 (en) 2001-11-15
HK1020443A1 (en) 2000-04-20
NL1010001A1 (en) 1999-03-05
EP1009884A1 (en) 2000-06-21
EP0900883A1 (en) 1999-03-10
NL1010001C2 (en) 1999-06-23
DE59706689D1 (en) 2002-04-25
ATE206787T1 (en) 2001-10-15
WO1999011870A1 (en) 1999-03-11
DK1009884T3 (en) 2001-11-19
EP1009884B1 (en) 2001-10-10
DK0900883T3 (en) 2002-07-15
EP0900883B1 (en) 2002-03-20

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Legal Events

Date Code Title Description
MK6 Application lapsed section 142(2)(f)/reg. 8.3(3) - pct applic. not entering national phase