NL1010001A1 - Method and casing for the production of a ground column for absorbing the pressure of construction and traffic works. - Google Patents
Method and casing for the production of a ground column for absorbing the pressure of construction and traffic works.Info
- Publication number
- NL1010001A1 NL1010001A1 NL1010001A NL1010001A NL1010001A1 NL 1010001 A1 NL1010001 A1 NL 1010001A1 NL 1010001 A NL1010001 A NL 1010001A NL 1010001 A NL1010001 A NL 1010001A NL 1010001 A1 NL1010001 A1 NL 1010001A1
- Authority
- NL
- Netherlands
- Prior art keywords
- ground
- sheathing
- tubular
- jacket tube
- diameter
- Prior art date
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
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.
Applications Claiming Priority (2)
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 |
Publications (2)
Publication Number | Publication Date |
---|---|
NL1010001A1 true NL1010001A1 (en) | 1999-03-05 |
NL1010001C2 NL1010001C2 (en) | 1999-06-23 |
Family
ID=8227314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NL1010001A NL1010001C2 (en) | 1997-09-04 | 1998-09-02 | Method and casing for the production of a ground column for absorbing the pressure of construction and traffic works. |
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)
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)
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 |
-
1997
- 1997-09-04 DE DE59706689T patent/DE59706689D1/en not_active Expired - Lifetime
- 1997-09-04 EP EP97115299A patent/EP0900883B1/en not_active Expired - Lifetime
- 1997-09-04 DK DK97115299T patent/DK0900883T3/en active
-
1998
- 1998-09-02 NL NL1010001A patent/NL1010001C2/en not_active IP Right Cessation
- 1998-09-03 AT AT98951345T patent/ATE206787T1/en not_active IP Right Cessation
- 1998-09-03 DK DK98951345T patent/DK1009884T3/en active
- 1998-09-03 DE DE59801707T patent/DE59801707D1/en not_active Expired - Fee Related
- 1998-09-03 AU AU97410/98A patent/AU9741098A/en not_active Abandoned
- 1998-09-03 WO PCT/EP1998/005580 patent/WO1999011870A1/en active IP Right Grant
- 1998-09-03 EP EP98951345A patent/EP1009884B1/en not_active Expired - Lifetime
-
1999
- 1999-09-09 HK HK99103936A patent/HK1020443A1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
DE59801707D1 (en) | 2001-11-15 |
WO1999011870A1 (en) | 1999-03-11 |
EP0900883A1 (en) | 1999-03-10 |
DK1009884T3 (en) | 2001-11-19 |
AU9741098A (en) | 1999-03-22 |
HK1020443A1 (en) | 2000-04-20 |
EP0900883B1 (en) | 2002-03-20 |
DE59706689D1 (en) | 2002-04-25 |
ATE206787T1 (en) | 2001-10-15 |
DK0900883T3 (en) | 2002-07-15 |
EP1009884A1 (en) | 2000-06-21 |
NL1010001C2 (en) | 1999-06-23 |
EP1009884B1 (en) | 2001-10-10 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AD1B | A search report has been drawn up | ||
PD2B | A search report has been drawn up | ||
VD1 | Lapsed due to non-payment of the annual fee |
Effective date: 20080401 |