DE10310727A1 - Feeder tube to supply material for construction of vertical columns has vibrator acting in vertical direction, and curved two-part closure connected to lower tube end via joints - Google Patents
Feeder tube to supply material for construction of vertical columns has vibrator acting in vertical direction, and curved two-part closure connected to lower tube end via joints Download PDFInfo
- Publication number
- DE10310727A1 DE10310727A1 DE2003110727 DE10310727A DE10310727A1 DE 10310727 A1 DE10310727 A1 DE 10310727A1 DE 2003110727 DE2003110727 DE 2003110727 DE 10310727 A DE10310727 A DE 10310727A DE 10310727 A1 DE10310727 A1 DE 10310727A1
- Authority
- DE
- Germany
- Prior art keywords
- flap
- pipe
- tube
- closed
- filling material
- 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.)
- Granted
Links
Classifications
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/123—Consolidating by placing solidifying or pore-filling substances in the soil and compacting the soil
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (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)
Abstract
Description
Die Erfindung beschreibt eine Vorrichtung und Verfahren zum Einbringen von Beton, Kalk, Kies, Sand und Schotter oder Trockenmörteln in weiche oder verdrängbare Böden. Dabei werden im Wesentlichen vertikale Säulen im Boden hergestellt. Diese Säulen werden zum einen durch nicht tragfähige Bodenschichten geführt bis sie auf einen tragfähigen Baugrund stoßen, der Vertikalkräfte aufnehmen kann. Steht kein tragfähiger Baugrund an, so werden diese Säulen „schwimmend" eingebracht.The invention describes a device and Process for placing concrete, lime, gravel, sand and crushed stone or dry mortar in soft or displaceable Floors. Essentially vertical columns are made in the floor. These pillars are led through non-load-bearing soil layers up to them on a stable building ground bump, the vertical forces can record. Is not a viable one Soil, these pillars are "floating".
Zur Herstellung solcher Säulen in verdrängbaren Böden gibt es unterschiedliche Verfahren und Vorrichtungen.To manufacture such columns in displaceable Floors there there are different methods and devices.
Die
Die
Ein weiterer Nachteil liegt darin, dass das bereits eingebaute Füllgut wieder aufgelockert wird, wenn eine große schrägstehende Klappe durchgezogen wird.Another disadvantage is that the already installed filling material is loosened again when a large sloping flap is pulled through becomes.
Die erfindungsgemäße Vorrichtung hat die Aufgabe, eine definierte Menge Beton, Kalk, Kies, Schotter oder Trockenmörtel in verdrängbare Böden auf schnelle und technisch einfache Weise einzubringen.The device according to the invention has the task a defined amount of concrete, lime, gravel, crushed stone or dry mortar in replaceable Floors on quick and technically easy to implement.
Die Lösung der Aufgabe erfolgt entsprechend
den Patentansprüchen.
Die Erfindung wird anhand der
Die Herstellung von Säulen aus
Beton oder aus trockenen Füllgut
wie Kies, Sand, Schotter, Trockenmörtel oder sonstigen trockenen
Schüttstoffen, die
gegebenenfalls auch trockene Bindemittel wie Zement enthalten; erfolgt
so, dass zunächst
das Rohr 1 im leeren Zustand mit geschlossener Verschlussklappe
Die Klappenteile
Eine weitere erfindungsgemäße Besonderheit
der Verschlussklappe
In einer weiteren bevorzugten Ausführungsweise
bildet die Verschlussklappe
Die Befüllung des Rohres
Die Dimensionierung des Rohres
Mit der erfindungsgemäßen Vorrichtung
können
auf unterschiedliche Weise vertikale Säulen im Boden hergestellt werden.
In einer besonders bevorzugten Weise wird die Säule in einem Arbeitsgang hergestellt.
Dazu wird das Rohr
Nach Erreichen der Endtiefe wird
das Rohr
Bei diesem Verfahren ist sichergestellt, dass die Säule eine definierte Menge von Füllgut enthält.This procedure ensures that the pillar a defined amount of product contains.
In einem weiteren Verfahren kann der Durchmesser der Füllgutsäule im Boden dadurch vergrößert werden, dass die Vorrichtung innerhalb des Säulenquerschnittes mindestens ein weiteres Mal abgesenkt wird. Das Absenken kann dabei auf die volle Länge der Säule erfolgen oder nur auf einen Teilbereich der Säule. Im letzteren Fall hat dies zur Folge, dass die Säule dann im oberen Bereich einen größeren Durchmesser erhält als im unteren Bereich. Durch das mehrmalige Befahren der Säule mit der Vorrichtung wird neben einer Säulenvergrößerung auch eine Verdichtung des Füllgutes erreicht.In a further procedure the diameter of the filling column in the bottom thereby being enlarged that the device within the column cross-section at least is lowered again. The lowering can be done on the full length the pillar take place or only on a part of the column. In the latter case this means that the pillar then a larger diameter in the upper area receives than in the lower area. By driving over the column several times In addition to an enlargement of the column, the device also has a compression of the product reached.
In einer weiteren Verfahrensvariante
wird zunächst
die leere Vorrichtung bis auf die gewünschte Endtiefe L1 in den Boden
eingebracht. Nun wird durch Steuerung des beweglichen Verschlusses
Damit eine sichere und vollständige Verfüllung des
Hohlraums beim Herausziehen der Vorrichtung gewährleistet ist, kann im Bereich
der Aufweitung
In einem weiteren Herstellverfahren
für die Säulen wird über das
Rohr
Das Einbringen von Füllgut in
die Hülle
Die prall gefüllte Hülle hat den Vorteil, dass die Säule bei Belastung geringere Verformungen erleidet, als teilgefüllte Hüllen oder ohne Hülle ausgeführte Säulen.The bulging case has the advantage that the Pillar at Depression suffers less deformation than partially filled casings or without cover executed Columns.
Claims (15)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE2003110727 DE10310727B4 (en) | 2003-03-12 | 2003-03-12 | filling pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE2003110727 DE10310727B4 (en) | 2003-03-12 | 2003-03-12 | filling pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
DE10310727A1 true DE10310727A1 (en) | 2004-10-07 |
DE10310727B4 DE10310727B4 (en) | 2007-09-13 |
Family
ID=32945867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE2003110727 Expired - Fee Related DE10310727B4 (en) | 2003-03-12 | 2003-03-12 | filling pipe |
Country Status (1)
Country | Link |
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DE (1) | DE10310727B4 (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011098081A3 (en) * | 2010-02-09 | 2012-06-28 | Wilhelm Degen | Method for producing material columns and vibrating device having a reciprocating unit |
EP2726677A4 (en) * | 2011-06-28 | 2015-07-22 | Allu Group Oy | Method for evacuating transfer air from a mixture of pressurized air and binding agent |
DE102015105701A1 (en) * | 2015-04-14 | 2016-10-20 | Karl-Heinz Jörger | Device for introducing hybrid columns into a ground for ground improvement |
EP2616591A4 (en) * | 2010-09-13 | 2017-03-01 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
EP3467205A1 (en) * | 2017-10-06 | 2019-04-10 | BAUER Maschinen GmbH | Method for creating a pile in the ground and ground processing device for same |
US10513831B2 (en) | 2010-09-13 | 2019-12-24 | Geopier Foundation Company, Inc. | Open-end extensible shells and related methods for constructing a support pier |
US10858796B2 (en) | 2015-07-27 | 2020-12-08 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
AU2016298233B2 (en) * | 2015-07-27 | 2021-08-12 | Geopier Foundation Company, Inc. | Open-bottom extensible shells and related methods for constructing a support pier |
US11268255B2 (en) * | 2017-10-20 | 2022-03-08 | Olivier Nv | Soil-displacement drill, method for converting a soil-displacement drill and method for forming a foundation pile |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3112535B1 (en) | 2015-07-03 | 2018-01-10 | BAUER Spezialtiefbau GmbH | Filling tube for creating a filler column in the soil and device and method therefor |
EP3135819B1 (en) | 2015-08-27 | 2017-10-11 | BAUER Spezialtiefbau GmbH | Filler tube and method for creating a filler column in the soil |
EP3192927B1 (en) | 2016-01-13 | 2019-04-24 | BAUER Spezialtiefbau GmbH | Device and method for producing a filling column |
EP4063565A1 (en) | 2021-03-24 | 2022-09-28 | BAUER Spezialtiefbau GmbH | Construction machine, displacement tube and method for creating a filler column in the soil |
Citations (11)
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---|---|---|---|---|
DE2055349A1 (en) * | 1969-11-20 | 1971-05-27 | Internationaal Technische Handelson derneming en Adviesbureau ITHA N V , Dubbeldam (Niederlande) | Device and method for processing the soil and / or for introducing a column of foreign material in the soil |
DE2550595B2 (en) * | 1975-11-07 | 1979-09-27 | Hochstrasser Elisabeth | A ram and a pipe having device for the production of earth bores and in these arranged piles made of poured or compacted concrete |
DE2260473C3 (en) * | 1972-12-11 | 1982-06-09 | Gkn Keller Gmbh, 6050 Offenbach | Process for producing material columns in the ground, such as drains, tamping compaction or unreinforced concrete piles and apparatus for carrying out the process |
DE9002781U1 (en) * | 1990-03-09 | 1991-07-04 | Delmag Maschinenfabrik Reinhold Dornfeld GmbH & Co, 7300 Esslingen | Displacement drill |
EP0519575A1 (en) * | 1991-06-20 | 1992-12-23 | Colijn Beheer B.V. | Method of making a foundation pile |
WO1993016236A1 (en) * | 1992-02-07 | 1993-08-19 | Luciano Serafini | Method for obtaining a micropile for foundations |
DE29716673U1 (en) * | 1997-09-17 | 1998-01-02 | Keller Grundbau Gmbh, 63067 Offenbach | Soil improvement device using powdery binder |
DE19707687C1 (en) * | 1997-02-26 | 1998-10-15 | Wilhelm Dr Degen | Device for producing columns of material in the floor |
EP1069245A1 (en) * | 1999-07-16 | 2001-01-17 | KELLER GRUNDBAU GmbH | Process of improving ground by means of lime columns |
DE19942016A1 (en) * | 1999-09-03 | 2001-03-08 | Franki Grundbau Gmbh | Construction method for underground columns of granular filler material uses displacement tube driven into ground, filled with material, and withdrawn to drive filler material against bore hole wall |
DE10108602A1 (en) * | 2001-02-22 | 2002-09-12 | Keller Grundbau Gmbh | Method of making columns |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
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DE19611638C2 (en) * | 1996-03-25 | 2001-08-16 | Moebius Josef Bau | Tubular displacement body |
DE19702137A1 (en) * | 1997-01-22 | 1998-07-23 | Fundex N V | Earth displacement drill |
DE10013446A1 (en) * | 2000-03-17 | 2002-01-24 | Bvv Spezialtiefbautechnik Vert | Method and device for producing an in-situ concrete pile |
-
2003
- 2003-03-12 DE DE2003110727 patent/DE10310727B4/en not_active Expired - Fee Related
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2055349A1 (en) * | 1969-11-20 | 1971-05-27 | Internationaal Technische Handelson derneming en Adviesbureau ITHA N V , Dubbeldam (Niederlande) | Device and method for processing the soil and / or for introducing a column of foreign material in the soil |
DE2260473C3 (en) * | 1972-12-11 | 1982-06-09 | Gkn Keller Gmbh, 6050 Offenbach | Process for producing material columns in the ground, such as drains, tamping compaction or unreinforced concrete piles and apparatus for carrying out the process |
DE2550595B2 (en) * | 1975-11-07 | 1979-09-27 | Hochstrasser Elisabeth | A ram and a pipe having device for the production of earth bores and in these arranged piles made of poured or compacted concrete |
DE9002781U1 (en) * | 1990-03-09 | 1991-07-04 | Delmag Maschinenfabrik Reinhold Dornfeld GmbH & Co, 7300 Esslingen | Displacement drill |
EP0519575A1 (en) * | 1991-06-20 | 1992-12-23 | Colijn Beheer B.V. | Method of making a foundation pile |
WO1993016236A1 (en) * | 1992-02-07 | 1993-08-19 | Luciano Serafini | Method for obtaining a micropile for foundations |
DE19707687C1 (en) * | 1997-02-26 | 1998-10-15 | Wilhelm Dr Degen | Device for producing columns of material in the floor |
DE29716673U1 (en) * | 1997-09-17 | 1998-01-02 | Keller Grundbau Gmbh, 63067 Offenbach | Soil improvement device using powdery binder |
EP1069245A1 (en) * | 1999-07-16 | 2001-01-17 | KELLER GRUNDBAU GmbH | Process of improving ground by means of lime columns |
DE19942016A1 (en) * | 1999-09-03 | 2001-03-08 | Franki Grundbau Gmbh | Construction method for underground columns of granular filler material uses displacement tube driven into ground, filled with material, and withdrawn to drive filler material against bore hole wall |
DE10108602A1 (en) * | 2001-02-22 | 2002-09-12 | Keller Grundbau Gmbh | Method of making columns |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011098081A3 (en) * | 2010-02-09 | 2012-06-28 | Wilhelm Degen | Method for producing material columns and vibrating device having a reciprocating unit |
US10513831B2 (en) | 2010-09-13 | 2019-12-24 | Geopier Foundation Company, Inc. | Open-end extensible shells and related methods for constructing a support pier |
EP2616591A4 (en) * | 2010-09-13 | 2017-03-01 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a support pier |
EP2726677A4 (en) * | 2011-06-28 | 2015-07-22 | Allu Group Oy | Method for evacuating transfer air from a mixture of pressurized air and binding agent |
US9315964B2 (en) | 2011-06-28 | 2016-04-19 | Allu Group Oy | Method for evacuating transfer air from a mixture of pressurized air and binding agent |
DE102015105701A1 (en) * | 2015-04-14 | 2016-10-20 | Karl-Heinz Jörger | Device for introducing hybrid columns into a ground for ground improvement |
US10858796B2 (en) | 2015-07-27 | 2020-12-08 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
AU2016298233B2 (en) * | 2015-07-27 | 2021-08-12 | Geopier Foundation Company, Inc. | Open-bottom extensible shells and related methods for constructing a support pier |
US11479935B2 (en) | 2015-07-27 | 2022-10-25 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
US12012715B2 (en) | 2015-07-27 | 2024-06-18 | Geopier Foundation Company, Inc. | Extensible shells and related methods for constructing a ductile support pier |
EP3467205A1 (en) * | 2017-10-06 | 2019-04-10 | BAUER Maschinen GmbH | Method for creating a pile in the ground and ground processing device for same |
US11268255B2 (en) * | 2017-10-20 | 2022-03-08 | Olivier Nv | Soil-displacement drill, method for converting a soil-displacement drill and method for forming a foundation pile |
US20220127809A1 (en) * | 2017-10-20 | 2022-04-28 | Olivier Nv | Soil-displacement drill, method for converting a soil-displacement drill and method for forming a foundation pile |
US11655606B2 (en) * | 2017-10-20 | 2023-05-23 | Olivier Industrie Nv | Soil-displacement drill, method for converting a soil-displacement drill and method for forming a foundation pile |
Also Published As
Publication number | Publication date |
---|---|
DE10310727B4 (en) | 2007-09-13 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
OP8 | Request for examination as to paragraph 44 patent law | ||
8364 | No opposition during term of opposition | ||
8381 | Inventor (new situation) |
Inventor name: SCHROEPPEL, CHRISTOPH, 86655 HARBURG, DE Inventor name: MUEHLPOINTNER, FRANZ, 86529 SCHROBENHAUSEN, DE |
|
R119 | Application deemed withdrawn, or ip right lapsed, due to non-payment of renewal fee |