DE59706689D1 - Process for the production of a floor pillar for the removal of building or traffic loads - Google Patents

Process for the production of a floor pillar for the removal of building or traffic loads

Info

Publication number
DE59706689D1
DE59706689D1 DE59706689T DE59706689T DE59706689D1 DE 59706689 D1 DE59706689 D1 DE 59706689D1 DE 59706689 T DE59706689 T DE 59706689T DE 59706689 T DE59706689 T DE 59706689T DE 59706689 D1 DE59706689 D1 DE 59706689D1
Authority
DE
Germany
Prior art keywords
ground
sheathing
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.)
Expired - Lifetime
Application number
DE59706689T
Other languages
German (de)
Inventor
Werner Moebius
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.)
MOEBIUS JOSEF BAU
Original Assignee
MOEBIUS JOSEF BAU
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=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=DE59706689(D1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by MOEBIUS JOSEF BAU filed Critical MOEBIUS JOSEF BAU
Application granted granted Critical
Publication of DE59706689D1 publication Critical patent/DE59706689D1/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Fencing (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (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.
DE59706689T 1997-09-04 1997-09-04 Process for the production of a floor pillar for the removal of building or traffic loads Expired - Lifetime DE59706689D1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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

Publications (1)

Publication Number Publication Date
DE59706689D1 true DE59706689D1 (en) 2002-04-25

Family

ID=8227314

Family Applications (2)

Application Number Title Priority Date Filing Date
DE59706689T Expired - Lifetime DE59706689D1 (en) 1997-09-04 1997-09-04 Process for the production of a floor pillar for the removal of building or traffic loads
DE59801707T Expired - Fee Related DE59801707D1 (en) 1997-09-04 1998-09-03 METHOD AND ENVIRONMENT FOR THE PRODUCTION OF A PILLAR FOR THE REMOVAL OF CONSTRUCTION OR TRAFFIC LOADS

Family Applications After (1)

Application Number Title Priority Date Filing Date
DE59801707T Expired - Fee Related DE59801707D1 (en) 1997-09-04 1998-09-03 METHOD AND ENVIRONMENT FOR THE PRODUCTION OF A PILLAR FOR THE REMOVAL OF CONSTRUCTION OR TRAFFIC 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
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
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

Also Published As

Publication number Publication date
WO1999011870A1 (en) 1999-03-11
ATE206787T1 (en) 2001-10-15
DE59801707D1 (en) 2001-11-15
EP0900883A1 (en) 1999-03-10
EP1009884A1 (en) 2000-06-21
DK0900883T3 (en) 2002-07-15
NL1010001A1 (en) 1999-03-05
EP1009884B1 (en) 2001-10-10
NL1010001C2 (en) 1999-06-23
DK1009884T3 (en) 2001-11-19
AU9741098A (en) 1999-03-22
HK1020443A1 (en) 2000-04-20
EP0900883B1 (en) 2002-03-20

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Legal Events

Date Code Title Description
8364 No opposition during term of opposition