EP1009884B1 - Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten - Google Patents
Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten Download PDFInfo
- Publication number
- EP1009884B1 EP1009884B1 EP98951345A EP98951345A EP1009884B1 EP 1009884 B1 EP1009884 B1 EP 1009884B1 EP 98951345 A EP98951345 A EP 98951345A EP 98951345 A EP98951345 A EP 98951345A EP 1009884 B1 EP1009884 B1 EP 1009884B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sheathing
- ground
- tube
- columns
- column
- 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
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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 the transfer of building and traffic loads according to the generic term of claim 1.
- DE 195 18 830 describes a method for stabilizing the substrate and for the transfer of building and traffic loads a columnar area is not sufficiently stable at discrete points
- Soil material is excavated into the excavated hole
- Sheathing made of stretchy, relatively tensile, filter-like material is introduced.
- the casing is filled with granular material, which is then compressed to widen the casing such that the surrounding soil partially strengthens the horizontal stress catches.
- the wrapper is made of flat material, in particular reinforced or unreinforced geotextiles.
- the granular material is a hard material graded by coma, such as gravel sand, stone, crushed grain, Slags. Recovery material, recycling materials or the like
- the condensing of the filled material is done by shaking, vibrating or hitting the Formwork, possibly also with the help of ramming equipment or the like.
- a material column with great rigidity is created in the non-load-bearing floor, which is deposited in the stable subsurface.
- the building and Traffic loads are transferred to the sustainable soil on the one hand and others absorbed into the surrounding soil by radiation.
- the surrounding soil is compacted and partially consolidated in the process described and is therefore able to absorb horizontal forces.
- the known method is carried out in such a way that that a casing pipe is driven into the ground and then inside is emptied.
- the wrapping is then placed on a smaller one Inner tube inserted into the jacket tube.
- the granular material is in the Entered inner tube, then the jacket tube under compression is shaken out and then also the inner tube. From the above Document is also known to drive an open casing pipe into the ground, then empty it and then enter the granular material.
- the invention is therefore based on the object of a method for the production a floor pillar for the transfer of building and traffic loads to create that operate with less effort can and leads to particularly favorable results.
- the casing has a larger diameter than the inside diameter of the Casing pipe.
- the intense Compression of the filler material also leads to an expansion of the geotextile material, resulting in an additional horizontal extension of the column Consequence.
- the process described leads to a corresponding compression of the surrounding, otherwise unsustainable material until a Equilibrium is created between the horizontal ones applied during compaction Forces and the counter forces generated in the surrounding soil, some of the stresses created by the compression is captured by the material of the casing. That way created a pillar that is also suitable for very soft, unsustainable floors ensures an effective transfer of building and traffic loads.
- Soil columns produced by the method according to the invention also used on substrates with a high groundwater level. It exists Then there is the danger that the groundwater will enter the column under great pressure penetrates and pushes the material upwards or rinses it
- Establishing conditions to create an intact floor column is one aspect the invention that in the lower region of the wrapper a mixture of sand and bentonite is poured in at a certain height, for example with a volume fraction of 6 to 15% bentonite. Bentonite is known to have waterproof properties. When entering Water in the column therefore forms a watertight plug in the lower one Area of the floor column through which further water penetration is prevented.
- Embodiment of the invention that the wrapping on an inner tube pushed on and at a distance from the upper end frictionally on the inner tube is attached such that the envelope when filling with the granular material and when pulling up the inner tube on the outside slips.
- This procedure can ensure that the Wrapping has only a length, as it really does for the floor column is required.
- An inner tube has that further advantage that it can be provided with a funnel, via the the granular material can be filled into the wrapper more easily.
- the driving of the pipe in the method according to the invention takes place preferably with the aid of a variable in amplitude and frequency Jogger instead, which also has the ability to close the driving process optimize.
- the prop will be pro Unit of time determined and determined at which amplitude or which Frequency an optimal result is achieved. Since the manufacture of Floor columns u. a. depends on how quickly the pipes are driven into the ground , it is also advantageous to preload the vibrator to be applied, which can be up to 20 to 25 t. It has found that with the help of such a bias the driving process can be drastically reduced in time.
- the diameter of the floor columns naturally depends on the diameter of the pipes in question. There are diameters from 1.2 to 1.5 m possible. Accordingly, the diameter for the Geotextile covered columns made of sand or similar rolled material. The strength of the improved floor can also be determined from this, which results from the arrangement of the floor columns according to a given Grid results. According to a further embodiment Invention advantageous if after installing floor columns with a geotextile jacket according to the described method more floor columns are introduced, each between the already inserted floor columns can be arranged. They only consist of Sand, therefore have no covering made of geotextile material.
- the bringing in is done in the same way as described above, using a pipe which is then preferably with a suitable granular material Sand that is filled in and with simultaneous compaction the tube is pulled out to form a densified Floor column made of sand.
- Sand has the advantage that its volume is hardly changed when the compression takes place.
- the method described is advantageous in that a particular one Soil strength with a minimum of floor columns with geotextile coating is achieved. The manufacturing and material costs is therefore drastically reduced.
- the invention can absorb horizontal loads, but only to a certain extent. Therefore, an embodiment of the Invention before that in the range of a significant horizontal component the floor columns are inserted at an angle to the vertical. Such inclined floor columns are therefore more suitable to counteract shear loads. It is understood that the inclination is in one direction which counteracts the occurring horizontal component.
- the casing consists of a suitable geotextile material, namely from a fabric or a Grid, possibly in combination with nonwoven. It is sufficient with one to provide great strength, which between 20 to 500 kN / m is such wrappings that have a seam. As is well known, one Seam a weak point, so that for the interpretation of the nominal strength of the Seam reduction factor is crucial. However, the wrapping Made using the round process, a material can contain about half of the required nominal strength is used for a covering with a seam become. A strength of at least 150 kN / m is preferred Coverings with seams and about half of them in the round process to provide manufactured coverings. Such are preferred Round wrappings, d. H. seamlessly made.
- the geotextile material is loaded at a high level differently. It is therefore advantageous to adjust the strength of the load.
- One possibility according to the invention is that the warp threads of the fabric in the longitudinal direction of the covering and the weft threads run transversely to it and thereby receive zones of different strength be that the spacing of the weft threads is varied. Are they lying Weft threads close together, the strength is known to be higher than if they are further apart.
- Another way is about the hose-like covering also has a covering of limited length Pull geotextile material, which then strengthens in that area elevated
- a jacket tube 10 for example, a Has a diameter of 1 m
- a bottom layer 12 which consists of non-load-bearing material.
- the casing tube 10 is in a stable Layer 14 driven below layer 12, for example 1.5 m.
- the jacket tube 10 extends to a certain extent above the Layer 12.
- the casing tube 10 is driven in in a known manner with appropriate vibrators. This will be discussed in more detail below.
- a bag-like envelope 16 hangs in the Pipe 10, which was previously emptied to level 20 by reaching out, which is formed by the load-bearing layer 14.
- the diameter of which is larger than the inside diameter of the casing tube 10, for example up to 10%.
- suitable means for. B. by a strap.
- granular material such as. B. Sand, as described in DE 195 18 830, filled.
- the filling of the first quantities causes the envelope 16 to go under vertical Tension is set so that it gives way to the level by giving in on the edge 20 can sag. Further filling with granular material leads to the fact that the envelope 16 gradually against the bottom 20 and the wall of the Jacket tube 10 is pressed, by holding the upper edge 22 of the envelope 16 is ensured that this more or less There is tension.
- the complete filling of the casing tube at the same time Applying the sheath 16 is shown in FIG. 2.
- the level of filled material 24 is slightly below the upper edge of the casing tube 10, in any case above the level of layer 12.
- FIG. 3 shows how the casing tube 10 is pulled out in the direction of arrow 26 becomes. This is done by compressing the filled material 24. The compression can be done either solely by the vibration of the pulled out jacket tube 10 and / or by using conventional Compaction techniques. Since the sheath 16 is a larger one Has a diameter than the inner diameter of the casing tube 10, a corresponding expansion of the column formed in this way, one additional widening occurs horizontally or radially in that the Material of the sheath 16 according to its stress-strain curve yields. After pulling out the casing tube completely 10 and corresponding compaction results in a soil column according to FIG. 4 28, the upper end of which corresponds to the level of the layer 12. It serves to transfer building and traffic loads together with other floor columns, not shown, according to a certain grid are created. It is understood that on the stabilized soil layer comparatively acting base layer of z. B. 1 to 1.5 m thick can become what is not shown here.
- Fig. 3 it can be seen that due to the compression of the material 24th a force is exerted on the surrounding material 12, indicated by Arrow 30.
- the surrounding material 12 is in turn compressed and built a reaction force 32.
- the forces 30, 32 are in equilibrium, with some of the forces 30 passing through the tension of the envelope 16 can be absorbed.
- the pipe has a slightly smaller one Outside diameter than in the method described above, for example only up to 0.8 m.
- a kind of stopper is formed using a mixture of granular Material, e.g. B. sand and bentonite, the latter in a proportion of 6 to 15% is added. It has the property that when water enters swelling and compression occur, so that further penetration of Water, for example groundwater, is avoided in the material of the column becomes.
- the covering for the column is preferably created using the round process, so that seams, which are naturally weak points, are avoided.
- a suitable plastic material is used, which is considerable Is able to take loads of up to 500 kN / m.
- the filter effect can be improved even further by using built-in fleece material.
- 5 shows a section 36 of such an envelope. In The warp threads 38 run vertically, while the weft threads 40 run in the horizontal direction. As can be seen in Fig. 5, the distance is the weft threads 40 differ in the vertical direction. This allows in a zone of increased strength can be created in the covering.
- the material of the covering is chosen so that it has a considerable tensile stress can absorb, but allows a certain stretch to compact the surrounding soil to build a reaction force up to balance. This process takes place relatively quickly. Later settlements hardly ever occur.
- the covering extends over the top of the tube out.
- the base layer to be stabilized already has a base layer of sufficient or suitable condition.
- the formwork tube must therefore first brought through this layer and then through the one to be stabilized Layer through to the load-bearing layer.
- the floor pillar On the other hand, however, it only needs to be determined by the amount of the stabilized Extend layer.
- the method described with reference to FIGS. 1 and 2 therefore requires a larger amount of geotextile material than for the Floor pillar ultimately required.
- Fig. 6 it is now shown how the pipe 10 according to FIGS. 1 and 2 by a layer 12 to be stabilized applied support layer 42 has been driven through. The bottom end the tube 10 is not shown.
- an inner tube 44 is provided, over which the covering 16 is drawn, so that the covering 16 can be introduced into the tube 10 with the inner tube 44.
- the Special is that the upper end of the envelope 16 at a distance from upper end of the inner tube 44 is attached to the outer wall thereof, for example with a strap 46 or the like. In the finally introduced Condition therefore extends the envelope 16 only to the top of the Layer 12 to be stabilized.
- the inner tube 44 has one at the upper end Funnel 48 on the granular material can be filled. With the When filling, the inner tube 44 is pulled out, the casing 16 however remains in place. The attachment 46 is only frictional and slides on the inner tube 44 as it is pulled out. To the complete filling of the casing 16, as is shown in FIG. 2 to 4 is shown, then the tube 10 in the manner already described and removed using a vibrator or the like.
- Fig. 7 it can be seen how floor columns of the z. B. shown in Fig. 4 Art are arranged in a square grid.
- the pillars are there at 72 designated.
- the grid is indicated by dashed lines 74 can also be seen, further columns 76 are in the middle between four Columns 72 arranged.
- the corresponding grid is dash-dotted at 78 indicated.
- the columns 76 are pure sand columns, i. H. they will help a displacement pipe or another pipe is placed in the ground, without however using a geotextile cover.
- the floor columns made of sand do not have the strength of the pillars 72, but also support to help stabilize, especially if they are timed after the pillars 72 can be introduced after the soil has already stabilized Has. With the help of such a principle, a desired Soil strength allow a particularly economical approach.
- a dam 80 is shown, which is on a relatively unsustainable Floor 82 is located.
- the dam 80 is to be widened as is through section 84 shows
- floor columns 86 are introduced, such as this 1 to 4 is shown. It can be seen that further floor columns 88 are introduced at an angle to the vertical, in the area the dam in which horizontal components occur due to the expansion. With the help of the inclined arrangement of the columns 88, these forces can be catch particularly well.
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- 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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
- Fencing (AREA)
- Foundations (AREA)
Description
- Fig. 1 bis 4
- zeigen schematisch verschiedene Phasen bei der Herstellung einer Bodensäule mit dem Verfahren nach der Erfindung.
- Fig. 5
- zeigt einen Teil des Gewebes einer Umhüllung für eine nach dem erfindungsgemäßen Verfahren hergestellte Bodensäule.
- Fig. 6
- zeigt schematisch das Einbringen einer Umhüllung in ein im Boden befindliches Rohr mit Hilfe eines Innenrohrs.
- Fig. 7
- zeigt schematisch die Anordnung von Bodensäulen nach der Erfindung.
- Fig. 8
- zeigt schematisch das Einbringen von Bodensäulen bei einer Dammverbreiterung.
Claims (10)
- Verfahren zur Herstellung von Bodensäulen zur Abtragung von Bauwerks- und Verkehrslasten, bei dem für jede Bodensäule ein einzelnes Mantelrohr (10) in den standfesten Bereich (14) des Bodens (12) eingetrieben wird, das Mantelrohr (10) durch Ausgreifen geleert wird, eine sackartige Umhüllung (16) aus Geotextilmaterial in das Mantelrohr (10) eingelegt und mit tragfähigem körnigem rolligem Material gefüllt wird, das tragfähige Material beim Herausziehen des Mantelrohrs (10) so weit verdichtet wird, daß die Umhüllung (16) über ihren Ursprungsdurchmesser hinaus gedehnt wird, dadurch gekennzeichnet, daß der Durchmesser der sackartigen Umhüllung (16) größer ist als der Innendurchmesser des Mantelrohrs (10) und das körnige Material beim Einfüllen die Umhüllung gegen die stehengebliebene Tragschicht (14) und die Innenwand des Mantelrohrs (10) fortschreitend andrückt und die Umhüllung (16) beim Verdichten bis zum annähernden Gleichgewicht mit den vom ebenfalls verdichteten umgebenden Boden (12) erzeugten Gegenkräften gedehnt wird, wobei das Material der Umhüllung (16) in seiner Durchlässigkeit so beschaffen ist, daß im wesentlichen kein umgebender Boden in die gebildete Säule eindringt.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß im unteren Bereich der Umhüllung (16) über eine gewisse Höhe eine Mischung (34) aus Sand und Bentonit eingefüllt wird.
- Verfahren nach Anspruch 2, dadurch gekennzeichnet, daß der Volumenanteil an Bentonit 6 bis 15 %, vorzugsweise 8 bis 12 %, beträgt.
- Verfahren nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Umhüllung (16) auf ein Innenrohr (44) aufgeschoben und im Abstand vom oberen Ende reibschlüssig am Innenrohr (44) befestigt wird derart, daß die Umhüllung (16) beim Befüllen mit dem körnigen Material und dem Hochziehen des Innenrohres (44) an dessen Außenseite abrutscht.
- Verfahren nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß für das Eintreiben des Rohrs (66) ein selbst optimierender in der Amplitude und Frequenz veränderbarer Rüttler (64) verwendet wird.
- Verfahren nach Anspruch 5, dadurch gekennzeichnet, daß der Rüttler (64) gegenüber dem Rohr (66) in Eintriebsrichtung vorgespannt wird, vorzugsweise 20 bis 25 t.
- Verfahren nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß in einem ersten Schritt mit Geotextil umhüllte Bodensäulen (72) in einem vorgegebenen Raster (74) in den Boden eingebracht werden und in einem zweiten Schritt ein zweites Raster (78) nur aus körnigem Material bestehende Bodensäulen (76) in den Boden eingebracht werden, wobei die zweiten Bodensäulen (76) jeweils zwischen den ersten angeordnet sind.
- Verfahren nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß im Bereich mit einer nennenswerten durch die Auflast (84) hervorgerufenen Horizontalkomponente die Bodensäulen (88) im Winkel zur Vertikalen eingebracht werden.
- Umhüllung zur Durchführung des Verfahrens nach einem der Ansprüche 1 bis 8 aus Geotextilmaterial, dadurch gekennzeichnet, daß das Material (36) aus einem Gewebe oder Gitter gegebenenfalls im Verbund mit Vliesstoff besteht, dessen Kurzzeitfestigkeit bei einer Verwendung von Nähten 20 bis 500 kN/m oder bei Verwendung einer nahtlosen Umhüllung 20 bis 250 kN/m beträgt, daß die Kettfäden (38) des Gewebes (36) in Längsrichtung der Umhüllung und die Schußfäden (40) quer dazu verlaufen und Zonen unterschiedlicher Festigkeit durch engeren oder weiteren Abstand der Schußfäden gebildet sind oder dadurch, daß die Schußfäden (40) im höherer belasteten Bereich der Umhüllung enger liegen als im Bereich darüber oder darunter.
- Umhüllung nach Anspruch 9, dadurch gekennzeichnet, daß eine zweite Umhüllung begrenzter Länge über einen Abschnitt der Umhüllung gezogen wird.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP98951345A EP1009884B1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP97115299 | 1997-09-04 | ||
EP97115299A EP0900883B1 (de) | 1997-09-04 | 1997-09-04 | Verfahren 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 |
PCT/EP1998/005580 WO1999011870A1 (de) | 1997-09-04 | 1998-09-03 | Verfahren und umhüllung zur herstellung einer bodensäule zur abtragung von bauwerks- oder verkehrslasten |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1009884A1 EP1009884A1 (de) | 2000-06-21 |
EP1009884B1 true EP1009884B1 (de) | 2001-10-10 |
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 Before (1)
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 |
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) |
Families Citing this family (14)
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., 21357 Barum | 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 |
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 |
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. |
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 |
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 |
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1997
- 1997-09-04 DK DK97115299T patent/DK0900883T3/da active
- 1997-09-04 EP EP97115299A patent/EP0900883B1/de not_active Expired - Lifetime
- 1997-09-04 DE DE59706689T patent/DE59706689D1/de not_active Expired - Lifetime
-
1998
- 1998-09-02 NL NL1010001A patent/NL1010001C2/nl not_active IP Right Cessation
- 1998-09-03 AT AT98951345T patent/ATE206787T1/de not_active IP Right Cessation
- 1998-09-03 DK DK98951345T patent/DK1009884T3/da active
- 1998-09-03 WO PCT/EP1998/005580 patent/WO1999011870A1/de active IP Right Grant
- 1998-09-03 EP EP98951345A patent/EP1009884B1/de not_active Expired - Lifetime
- 1998-09-03 AU AU97410/98A patent/AU9741098A/en not_active Abandoned
- 1998-09-03 DE DE59801707T patent/DE59801707D1/de not_active Expired - Fee Related
-
1999
- 1999-09-09 HK HK99103936A patent/HK1020443A1/xx not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
ATE206787T1 (de) | 2001-10-15 |
NL1010001C2 (nl) | 1999-06-23 |
DK1009884T3 (da) | 2001-11-19 |
HK1020443A1 (en) | 2000-04-20 |
WO1999011870A1 (de) | 1999-03-11 |
EP1009884A1 (de) | 2000-06-21 |
DE59706689D1 (de) | 2002-04-25 |
AU9741098A (en) | 1999-03-22 |
NL1010001A1 (nl) | 1999-03-05 |
EP0900883B1 (de) | 2002-03-20 |
EP0900883A1 (de) | 1999-03-10 |
DE59801707D1 (de) | 2001-11-15 |
DK0900883T3 (da) | 2002-07-15 |
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