EP0900883B1 - Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten - Google Patents
Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten Download PDFInfo
- Publication number
- EP0900883B1 EP0900883B1 EP97115299A EP97115299A EP0900883B1 EP 0900883 B1 EP0900883 B1 EP 0900883B1 EP 97115299 A EP97115299 A EP 97115299A EP 97115299 A EP97115299 A EP 97115299A EP 0900883 B1 EP0900883 B1 EP 0900883B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- ground
- sheathing
- column
- tube
- compacted
- 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
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
Definitions
- the invention relates to a method for producing a soil column for Deduction of building and traffic loads according to the preamble of the claim 1.
- a material column with great rigidity is created in the non-load-bearing floor is deposited in the stable subsurface.
- the building and traffic loads are on the one hand transferred to the load-bearing soil and on the other hand by load radiation absorbed into the surrounding soil.
- the surrounding floor is at compresses and partially solidifies the described method and is therefore able to Absorb horizontal forces.
- the known process is carried out in such a way that a casing pipe is driven into the ground and then emptied inside. Then the filter emptying covering, which is on a in Smaller inner tube diameter is inserted into the jacket tube. The granular Material is fed into the inner tube, after which the jacket tube is compressed is shaken out and then also the inner tube. Such a thing The process leads to satisfactory results, but is proportionate consuming.
- GB-A-1 315 075 describes a method for the production of concrete piles in the ground known. A downwardly open pipe is driven into the ground and then emptied. Then an envelope is entered and a reinforcement introduced. Then concrete is poured in and the pipe is gradually pulled out, whereby the concrete filling causes an expansion of the covering in the surrounding Floor into it. This results in a pear-shaped, expanded concrete pile.
- From US-A-3 805 535 is a method for producing a concrete column with a enlarged foot became known.
- a displacement pipe is placed in driven the earth.
- the tube already contains a sack-like, open at the bottom Envelope that is held to the bottom of the displacement tube.
- Concrete is poured while pulling up the displacement pipe, the closure remains in the ground. This forms an expanded concrete foot below the cladding.
- the concrete column is above the foot surrounded by the envelope even after the tube has been pulled out is.
- the invention is therefore based on the object of a method for producing a Floor pillar for the transfer of building and traffic loads to create that with a material can be carried out with less effort and too special leads to favorable results.
- a single tube is also used in the method according to the invention, which is designed as a displacement tube. It has e.g. a diameter of 0.8m. It is therefore provided with a closure during driving so that the bottom does not penetrates into the interior of the displacement tube. Displacement pipes are economical only shake into the ground up to a certain diameter.
- Displacement pipes the lower end of z. B. is closed by a flap, are known for example from DE 296 11 427.
- the bag-like covering is placed in the displacement tube introduced, the diameter of the bag-like envelope approximately corresponds to the inside diameter of the displacement pipe.
- the bag-like wrapping therefore hangs more or less deep into the displacement tube and has an irregular shape, in this case not yet expanded.
- the sack-like covering can reach the bottom of the Displacement tube, be moved forward. Further filling of the granular material leads to the bag-like wrapping gradually completely against the ground and creates the wall of the displacement pipe. If necessary, must be at the top End of the sack-like covering, which protrudes from the upper end of the casing tube, A certain amount of tension must be constantly provided so that it is not unnecessary Wrinkles are coming.
- the surrounding material By driving in the displacement tube, the surrounding material is already in to some extent partially compressed.
- By compacting the granular material in the sheathing, in particular when pulling the displacement tube, is followed by another Compression step to the extent that an equilibrium is again established between the horizontal tension of the column to the outside and the reaction forces in the surrounding ground.
- the granular material in the casing is also compacted horizontally or radial expansion of the column.
- the intensive compression of the filling material further leads to an expansion of the geotextile material, which creates an additional horizontal Expansion of the column.
- the pillars formed in this way are such that even with a horizontal one Deflection of column sections or a spreading of the columns among themselves the pillar remains intact.
- the covering consists of a suitable geotextile material, e.g. from one fabric or a lattice in combination with nonwoven and is by a circular process seamlessly made. It has a short-term strength of at least 50 kN / n.
- a displacement pipe which for example has a diameter of 0.8 m, is in a layer of soil is driven in, which consists of unsustainable material.
- the Displacement pipe is placed in a load-bearing layer below the first layer driven, for example in 1.5 m. However, the displacement pipe extends some measure above the first layer.
- the driving in takes place in a known manner with appropriate vibrators.
- a sack-like covering in the pipe is down to the level of the load-bearing layer lowered.
- the covering By simply lowering the covering, it hangs more or less unregulated inside the tube, with the end around the edge of the displacement tube laid around and held by suitable means.
- Subsequently granular, load-bearing, non-setting material is filled in.
- the Filling the first batches causes the wrapper to be under vertical tension is tensioned so that it can sag by giving in on the edge. Further filling with granular material leads to the fact that the wrapping gradually against the Bottom and the wall of the displacement pipe is pressed, by holding on the upper edge of the wrapper is made sure that this is under more or less There is tension.
- the level of the filled material is slightly below that upper edge of the displacement pipe, in any case above the level of the first Layer.
- the displacement tube is then pulled out. This happens under compression of the filled material.
- the compression can either be done exclusively by the Vibration of the drawn out displacement pipe and / or by application conventional compaction techniques. A corresponding expansion takes place the column formed in this way, with an additional expansion horizontally or happens radially in that the material of the envelope accordingly yields to its stress-strain curve.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (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)
- Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Fencing (AREA)
- Foundations (AREA)
Description
Claims (2)
- Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- und Verkehrslasten, bei dem eine rohrartige Schalung in den Boden getrieben wird in einen standfesten Bereich hinein, eine Umhüllung aus Geotextilmaterial in die rohrartige Schalung eingelegt und mit tragfähigem körnigem nicht abbindendem Material gefüllt wird, das tragfähige Material anschließend verdichtet und die Schalung entfernt wird, dadurch gekennzeichnet, dass ein einzelnes am unteren Ende durch einen zu öffnenden Verschluss geschlossenes Verdrängungsrohr in den Boden getrieben wird, dass eine sackartige im Rundwebverfahren hergestellte Umhüllung mit einer Kurzzeitfestigkeit von mindestens 50 kN/m in das Verdrängungsrohr eingeführt wird mit einem Durchmesser annähernd gleich dem Innendurchmesser des Verdrängungsrohrs, dass das körnige Material beim Einfüllen der Umhüllung fortschreitend gegen die stehen gebliebene untere Tragschicht und die Innenwand des Verdrängungsrohrs angedrückt wird, und dass anschließend das Verdrängungsrohr mit Hilfe eines Rüttlers herausgezogen wird unter Verdichtung des Materials bei geöffnetem unteren Rohrende, und dass die Umhüllung über ihren Ursprungsdurchmesser hinaus gedehnt wird bis zum Gleichgewicht mit der vom verdichteten umgebenden Boden erzeugten Gegenkraft, wobei das Material der Umhüllung so beschaffen ist, dass im Wesentlichen kein umgebender Boden in die gebildete Säule eindringt.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Umhüllung aus einem Gewebe oder Gitter im Verbund mit Vliesstoff besteht.
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP97115299A EP0900883B1 (de) | 1997-09-04 | 1997-09-04 | Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten |
DE59706689T DE59706689D1 (de) | 1997-09-04 | 1997-09-04 | Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten |
DK97115299T DK0900883T3 (da) | 1997-09-04 | 1997-09-04 | Fremgangsmåde til fremstilling af en jordstolpe til bæring af belastninger fra bygninger og trafik |
NL1010001A NL1010001C2 (nl) | 1997-09-04 | 1998-09-02 | Werkwijze en omhulling voor het vervaardigen van een grondkolom voor het opvangen van de druk van bouw- en verkeerswerken. |
PCT/EP1998/005580 WO1999011870A1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
EP98951345A EP1009884B1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
DK98951345T DK1009884T3 (da) | 1997-09-04 | 1998-09-03 | Fremgangsmåde og omhylning til fremstilling af en jordsøjle til understøtning af bygnings- eller transportbelastninger |
DE59801707T DE59801707D1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
AT98951345T ATE206787T1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
AU97410/98A AU9741098A (en) | 1997-09-04 | 1998-09-03 | Method and sheathing for producing a ground column to support building or travelling loads |
HK99103936A HK1020443A1 (en) | 1997-09-04 | 1999-09-09 | Method for making a column in the ground, which can carry loads from building or traffic |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP97115299A EP0900883B1 (de) | 1997-09-04 | 1997-09-04 | Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0900883A1 EP0900883A1 (de) | 1999-03-10 |
EP0900883B1 true EP0900883B1 (de) | 2002-03-20 |
Family
ID=8227314
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97115299A Expired - Lifetime EP0900883B1 (de) | 1997-09-04 | 1997-09-04 | Verfahren zur Herstellung einer Bodensäule zur Abtragung von Bauwerks- oder Verkehrslasten |
EP98951345A Expired - Lifetime EP1009884B1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98951345A Expired - Lifetime EP1009884B1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
Country Status (8)
Country | Link |
---|---|
EP (2) | EP0900883B1 (de) |
AT (1) | ATE206787T1 (de) |
AU (1) | AU9741098A (de) |
DE (2) | DE59706689D1 (de) |
DK (2) | DK0900883T3 (de) |
HK (1) | HK1020443A1 (de) |
NL (1) | NL1010001C2 (de) |
WO (1) | WO1999011870A1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012004980A1 (de) | 2012-02-25 | 2013-08-29 | Werner Möbius Engineering GmbH | Verfahren zur Stabilisierung des Untergrunds und zur Abtragung von Bauwerks- und Verkehrslasten in standfeste Bereiche |
DE102012022164A1 (de) | 2012-05-09 | 2013-11-14 | Werner Möbius Engineering GmbH | Tragsystem für einen wenig oder nicht tragfähigen Untergrund |
DE102015105780B4 (de) | 2015-04-15 | 2018-08-23 | Werner Möbius Engineering GmbH | Verfahren zur Stabilisierung des Untergrunds und zur Abtragung von Bauwerks- und Verkehrslasten in standfeste Bereiche |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1014185C2 (nl) * | 2000-01-26 | 2001-07-27 | Trisoplast Int Bv | Werkwijze voor het aanbrengen van een voor vocht ondoorlaatbare laag in de grond, alsmede een volgens een dergelijke werkwijze verkregen sleuf. |
DE10025966C2 (de) * | 2000-05-25 | 2002-12-05 | Bauer Spezialtiefbau | Stützschlauch-Säulen |
DE10108602A1 (de) | 2001-02-22 | 2002-09-12 | Keller Grundbau Gmbh | Verfahren zum Herstellen von Säulen |
DE20120859U1 (de) * | 2001-12-27 | 2003-05-08 | Kirchner Martin E | Vorrichtung zur Herstellung von textilummantelten Schüttbaustoffsäulen im Erdreich |
DE10351956B3 (de) * | 2003-11-07 | 2005-07-14 | Josef Möbius Bau-Aktiengesellschaft | Vorrichtung zum Ausgreifen von Bodenmassen aus einem Rohr |
DE102004013275B4 (de) * | 2004-03-16 | 2007-02-15 | Josef Möbius Bau-Aktiengesellschaft | Verfahren zur Herstellung eines interaktiven Tragsystems aus geotextilummantelten Säulen aus körnigem Material und den anstehenden Böden zur Abtragung von Bauwerks- und Verkehrslasten bei wenig tragfähigem Untergrund |
GB0414300D0 (en) * | 2004-06-25 | 2004-07-28 | Keller Ground Engineering | Method and structure for ground improvement |
DE102006033957B4 (de) * | 2006-07-22 | 2010-04-15 | Josef Möbius Bau-Aktiengesellschaft | Verfahren zur Erstellung von geotextilummantelten Säulen aus körnigem bzw. rolligem Material |
CN102505682A (zh) * | 2011-10-31 | 2012-06-20 | 山东鸿泰建设集团有限公司 | 一种建筑垃圾渣粉水泥桩及其地基处理方法 |
DE102015122202B4 (de) | 2015-10-22 | 2019-03-28 | Peter Wallis | Vorrichtung zum Einbringen eines Säulenelements |
CN112030649A (zh) * | 2020-09-07 | 2020-12-04 | 中国电建市政建设集团有限公司 | 一种适用于流塑性土层的cfg成桩施工方法 |
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 (de) * | 1961-01-11 | 1962-02-23 | ||
FR2079878A5 (de) * | 1970-02-16 | 1971-11-12 | Rhodiaceta | |
NL140592B (nl) * | 1971-06-25 | 1973-12-17 | Nederhorst Grondtechniek B V | Werkwijze en inrichting voor het in de grond vormen van een lichaam van beton of dergelijk materiaal, alsmede aldus gevormd lichaam. |
NL9200855A (nl) * | 1992-05-14 | 1993-12-01 | Colijn Beheer Bv | Werkwijze voor het trillingsvrij vervaardigen van een grondverdringende fundatiepaal. |
DE19518830B4 (de) * | 1994-03-10 | 2005-02-24 | Josef Möbius Bau-Gesellschaft (GmbH & Co.) | Verfahren zur Stabilisierung des Untergrundes und zur Abtragung von Bauwerks- und Verkehrslasten |
DE4408173C5 (de) | 1994-03-10 | 2006-04-27 | Josef Möbius Bau-Gesellschaft (GmbH & Co.) | Verfahren zur Stabilisierung des Untergrundes und zur Abtragung von Bauwerks- und Verkehrslasten |
-
1997
- 1997-09-04 EP EP97115299A patent/EP0900883B1/de not_active Expired - Lifetime
- 1997-09-04 DE DE59706689T patent/DE59706689D1/de not_active Expired - Lifetime
- 1997-09-04 DK DK97115299T patent/DK0900883T3/da active
-
1998
- 1998-09-02 NL NL1010001A patent/NL1010001C2/nl not_active IP Right Cessation
- 1998-09-03 DE DE59801707T patent/DE59801707D1/de not_active Expired - Fee Related
- 1998-09-03 DK DK98951345T patent/DK1009884T3/da active
- 1998-09-03 AT AT98951345T patent/ATE206787T1/de not_active IP Right Cessation
- 1998-09-03 AU AU97410/98A patent/AU9741098A/en not_active Abandoned
- 1998-09-03 EP EP98951345A patent/EP1009884B1/de not_active Expired - Lifetime
- 1998-09-03 WO PCT/EP1998/005580 patent/WO1999011870A1/de active IP Right Grant
-
1999
- 1999-09-09 HK HK99103936A patent/HK1020443A1/xx not_active IP Right Cessation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012004980A1 (de) | 2012-02-25 | 2013-08-29 | Werner Möbius Engineering GmbH | Verfahren zur Stabilisierung des Untergrunds und zur Abtragung von Bauwerks- und Verkehrslasten in standfeste Bereiche |
DE102012022164A1 (de) | 2012-05-09 | 2013-11-14 | Werner Möbius Engineering GmbH | Tragsystem für einen wenig oder nicht tragfähigen Untergrund |
DE102015105780B4 (de) | 2015-04-15 | 2018-08-23 | Werner Möbius Engineering GmbH | Verfahren zur Stabilisierung des Untergrunds und zur Abtragung von Bauwerks- und Verkehrslasten in standfeste Bereiche |
Also Published As
Publication number | Publication date |
---|---|
WO1999011870A1 (de) | 1999-03-11 |
EP0900883A1 (de) | 1999-03-10 |
EP1009884B1 (de) | 2001-10-10 |
DE59801707D1 (de) | 2001-11-15 |
AU9741098A (en) | 1999-03-22 |
NL1010001C2 (nl) | 1999-06-23 |
ATE206787T1 (de) | 2001-10-15 |
NL1010001A1 (nl) | 1999-03-05 |
DK0900883T3 (da) | 2002-07-15 |
DE59706689D1 (de) | 2002-04-25 |
EP1009884A1 (de) | 2000-06-21 |
HK1020443A1 (en) | 2000-04-20 |
DK1009884T3 (da) | 2001-11-19 |
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