EP0861944A1 - Vorrichtung zum Herstellen von Materialsäulen im Boden - Google Patents
Vorrichtung zum Herstellen von Materialsäulen im Boden Download PDFInfo
- Publication number
- EP0861944A1 EP0861944A1 EP98103079A EP98103079A EP0861944A1 EP 0861944 A1 EP0861944 A1 EP 0861944A1 EP 98103079 A EP98103079 A EP 98103079A EP 98103079 A EP98103079 A EP 98103079A EP 0861944 A1 EP0861944 A1 EP 0861944A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- container
- carriage
- conveyor system
- leader
- cantilever
- 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
Images
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
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/054—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation
-
- 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
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/40—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds in open water
-
- 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
Definitions
- the invention relates to a device for producing Pillars of material in the ground, in particular stuffing columns or Dräns, according to the preamble of claim 1.
- a comparable device is basically from DE 22 60 473 C2 became known. It has a lifting device like a mobile crane.
- the lifting device is used to manipulate a conveyor system to build Material columns, which consist of a deep vibrator or a different type of jacking head and a material feed pipe consists. With the help of the head, a hole is first made brought down and then filled with material.
- the structure can be designed differently be. For the production of drains, the material is filled in loosely, so that comparatively large pore spaces between the Material grains remain. On the other hand, a strong one compacted structure can be achieved in which the material is heavily stuffed with lateral compression.
- the filling material is fed from above over the material delivery pipe fed, the conveyor system as a whole, i.e. H. including the material feed pipe, under positive pressure can be set to prevent water from entering or floor material in the by the sinking unit, consisting from the material feed pipe and the deep vibrator To prevent cavity, and on the other hand leakage of Ensure underground material.
- the filling material is batched using a container Conveyor system fed by adding at the top of the material feed pipe.
- a cable winch is provided, which in a conventional manner a cantilever of the lifting device is attached. So that is it is possible to put the container on the ground on the one hand, in order to fill it with ready material. On the other hand it can reach the upper end of the material feed pipe be raised in order to load this with filling material.
- the above described device is a so-called instead of the crane Leader provided. It is a vertical one Mast on which a slide can be moved on rails is stored. The sledge is used for manipulation of the conveyor system according to the above specification.
- the leader continues to carry one at the top a winch provided cantilever for manipulating the Container. Leader and cantilevers thus form a constructive Unit.
- the invention was therefore based on the problem of a device to improve the type mentioned in such a way that the Disadvantages described above no longer occur. Especially should be achieved the loading process too optimize to minimize unwanted downtime to keep as possible.
- the invention is based on the idea of moving the container with that of the conveyor system at least for the duration of the To synchronize the loading process. This is it possible to close the container without stopping the vibrator empty. Downtimes due to the loading process no longer occur, so that the effectiveness in manufacturing the material columns can increase significantly.
- the cable winch is preferably designed so that it is force-free or can be switched almost power-free as long as the Container is placed on the floor. This operating state enables the container to be filled without removing it Uncoupling the rope. The rope hangs during this time loose or with little pretensioning force on the container, even if the carriage is moved up.
- the cable winch is back engaged and lifts the container.
- the container is preferably guided on the leader, for example about rollers that run on rails. Unintentional Pendulum movements of the container are therefore reliable avoided.
- synchronization can be according to another preferred one
- Variant can be achieved in that on the carriage or a stop is attached to the conveyor system against which the container is driven after filling with material and there is held for the duration of the feeding of the conveyor system.
- the cable winch is equipped with a limitation device the tensile force, for example in the form of a slip clutch Mistake.
- the tractive force is chosen so that it on the one hand container filled with material The up and down movement of the Carriage or the conveyor system still possible.
- This solution represents an inexpensive variant with which the leader described at the beginning with a fixed cantilever can be converted.
- this one Solution ensures that the rope when docked to the conveyor system Container is always kept under tension.
- Another alternative is fixed Cable winch to provide a control device based on this acts and the synchronization of the container with the carriage or the conveyor system.
- the container filled with material is raised and during the Duration of loading moved up and down synchronously with the conveyor system.
- Care must be taken to ensure that the rules regulate the Compliance with the relative position of the container and conveyor system or Adheres to the carriage within a certain tolerance range, which essentially by the design of the container in Area of the chute and the corresponding intake opening of the conveyor system is specified and between 0.1m and 0.3m lies.
- This alternative is also special as a retrofit option for existing systems with a fixed leader and on it attached cantilever beam.
- a loading lock arranged, which allows the conveyor system even then to be loaded without downtime if the above described Process with overpressure in the range of Material outlet works on the vibrator tip, practiced becomes.
- the loading lock ensures that the below in Conveying pipe prevailing overpressure does not have to be reduced to Refill material. Rather, the feed lock for the duration of the loading process in relation to the conveyor pipe sealed pressure-tight. Once the container is complete is emptied, the loading lock is opposite the The environment is sealed pressure-tight and the transition to the delivery pipe can be opened. Depending on the remaining Air volume in the feed lock occurs when the Transition to the delivery pipe only a small pressure drop on, thanks to the compressed air supply to the delivery pipe can be caught.
- one is from Pressure chamber or delivery pipe independent compressed air supply for the loading lock is provided. So that before opening the transition to the conveyor pipe in the feed lock Overpressure can be built up in accordance with the prevailing pressure in the pressure space below. Consequently the pressure built up in the delivery pipe remains at the desired level Level.
- the loading lock is preferably designed as a tank, its capacity at least the volume of the container corresponds. This makes it possible to fill in the container one pass. It can be particularly advantageous if the tank has a capacity that can accommodate multiple batches. It can be used as a buffer serve for the filling material, whereby the loading process practically completely from the shaking process decouples. Downtimes are also certain then to avoid if the supply of filler material over the Containers should experience an unforeseen disturbance.
- a device 1 is shown, the is placed on the floor 100 and one not closer here shown material column, for example in the form of a Darning column or a drain.
- the device 1 has a mobile device carrier 10 which takes up all components.
- a leader 12 attached on the equipment rack 10 .
- the leader has not shown here Guide rails for a carriage 14, which with respect to the leader 12 can be moved along its entire extent is led.
- the carriage 14 takes a known sinking unit with deep vibrator 16 and material feed pipe 17 and serves to manipulate them.
- a bellows 20 is attached to the upper end of the slide 14, which carries a winch 22 at the end. With the help of A winch 22 is manipulated by a container 26 Rope 24 is held. Alternatively, the cable winch 22 can also be used in the Container 26 may be integrated.
- Another special feature of the invention lies in the implementation the double-acting feed lock 18, which then is used when the structure of the material column under Overpressure occurs.
- the deep vibrator 16 continuously, even during material injection, at the Tip of the material feed pipe 17 overpressure, which by a Compressed air supply, not shown here, built is maintained.
- the feed lock 18 is designed so that it on the one hand opposite the material feed pipe 17 with a lock door 21 and on the other hand in relation to the surrounding area a loading opening 19 can be closed in a pressure-tight manner can.
- the lock door 21 is sealed, so that the structure of the material column while maintaining the desired overpressure can expire.
- the loading opening 19 is closed in a pressure-tight manner and then the lock door 21 to the deep vibrator 16 opened so that the material can pass through.
- the material is maintained while maintaining the Pressure levels in the material delivery tube 17 passed through, one Interruption of operations or a mix-up of that Material delivery pipe 17 penetrates soil with gravel not instead.
- An additional compressed air supply, not shown here for the feed lock 18 allows one of the deep vibrators 16 independent pressure build-up, so that the transition between Feeding lock 18 and deep vibrator 16 without pressure difference can be opened. The otherwise occurring also does not apply short-term pressure drop caused by pressure equalization occurs with the feed chamber 18.
- the capacity of the feed lock can be increased 18 larger than the funding volume of the container 26, so that a kind of intermediate storage tank is created, which further decouples material supply and Column structure enables.
- Loading lock 18 saves about 3 to 5 minutes per column of material. This corresponds to a relative one Time savings of approx. 10%.
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)
- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Ship Loading And Unloading (AREA)
- Extrusion Moulding Of Plastics Or The Like (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
Abstract
Description
- 1
- Vorrichtung
- 10
- Geräteträger
- 12
- Mäkler
- 14
- Schlitten
- 16
- Tiefenrüttler
- 17
- Materialförderrohr
- 18
- Beschickungsschleuse
- 19
- Beschickungsöffnung
- 20
- Kragbalken
- 21
- Schleusentür
- 22
- Seilwinde
- 24
- Seil
- 26
- Behälter
- 100
- Boden
Claims (12)
- Vorrichtung zum Herstellen von Materialsäulen im Boden, insbesondere von Stopfsäulen oder Dräns, miteinem Mäkler (12),einem an dem Mäkler (12) geführt verfahrbaren Schlitten (14) zum Manipulieren eines Fördersystems, bestehend zumindest aus einem Tiefenrüttler (16) und Materialförderrohr (17), undeinem von dem Mäkler (12) gehaltenen Kragbalken (20) mit einer Seilwinde (22) zum Manipulieren eines Behälters (26), mit dem Material dem Fördersystem (16) chargenweise zugeführt wird,
dadurch gekennzeichnet, daß der Behälter (26) synchronisiert mit und relativ zu dem Schlitten (14) verfahrbar ist. - Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß der Kragbalken (20) mit dem Schlitten (14) zwangsgekoppelt verfahrbar ist.
- Vorrichtung nach Anspruch 2, dadurch gekennzeichnet, daß der Kragbalken (20) am Schlitten (14) befestigt ist.
- Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß der Kragbalken (20) in der obersten Position des Schlittens (14) den Mäkler (12) nach oben hin überragt.
- Vorrichtung nach Anspruch 4, dadurch gekennzeichnet, daß die Seilwinde (22) kraftfrei oder angenähert kraftfrei geschaltet werden kann, solange der Behälter (26) auf dem Boden (100) aufgesetzt ist.
- Vorrichtung nach Anspruch 1, gekennzeichnet durch einen am Schlitten (24) oder am Fördersystem angebrachten oberen Anschlag für den Behälter (26) sowie eine Einrichtung zur Begrenzung der Zugkraft der Seilwinde (22) derart, daß der mit Material befüllte Behälter (26) bis zur Anlage am Anschlag und zumindest während der Dauer der Beschickung des Fördersystems dort gehalten ist.
- Vorrichtung nach Anspruch 1, gekennzeichnet durch eine auf die Seilwinde einwirkende Regelungseinrichtung derart, daß der mit Material befüllte Behälter (26) angehoben und zumindest während der Dauer der Beschickung des Fördersystems relativ zu diesem bzw. zum Schlitten (24) innerhalb einer zwischen einer oberen und einer unteren Endlage vorgebbaren Toleranzbandbreite, vorzugsweise im Bereich zwischen 0,1m und 0,3m, gehalten werden kann.
- Vorrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß der Behälter (26) vorzugsweise über Rollen, am Mäkler (12), vorzugsweise über Schienen, geführt ist.
- Vorrichtung nach einem der vorstehenden Ansprüche, gekennzeichnet durch eine vorzugsweie am oberen Ende des Tiefenrüttlers (16) bzw. des Förderrohres (17) angeordnete Beschickungsschleuse (18), die gegenüber dem während des Betriebs unterhalb im Förderrohr gebildeten Druckraum einerseits und gegenüber der Umgebung im Bereich einer Beschickungsöffnung (19) andererseits druckdicht verschließbar ist.
- Vorrichtung nach Anspruch 9, dadurch gekennzeichnet, daß die Beschickungsschleuse (18) unabhängig vom Druckraum mit Druckluft beaufschlagbar ist.
- Vorrichtung nach Anspruch 9 oder 10, dadurch gekennzeichnet, daß die Beschickungsschleuse (18) als Tank ausgebildet ist, dessen Aufnahmevermögen zumindest dem Fördervolumen des Behälters (26) entspricht.
- Vorrichtung nach Anspruch 11, dadurch gekennzeichnet, daß der Tank (18) ein Aufnahmevermögen besitzt, das dem gesamten Materialvolumen der herzustellenden Materialsäule entspricht.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP03017468A EP1367180B1 (de) | 1997-02-26 | 1998-02-21 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19707687A DE19707687C1 (de) | 1997-02-26 | 1997-02-26 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
DE19707687 | 1997-02-26 |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03017468A Division EP1367180B1 (de) | 1997-02-26 | 1998-02-21 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
EP03017468.4 Division-Into | 2003-08-01 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0861944A1 true EP0861944A1 (de) | 1998-09-02 |
EP0861944B1 EP0861944B1 (de) | 2003-10-08 |
Family
ID=7821543
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03017468A Expired - Lifetime EP1367180B1 (de) | 1997-02-26 | 1998-02-21 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
EP98103079A Expired - Lifetime EP0861944B1 (de) | 1997-02-26 | 1998-02-21 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03017468A Expired - Lifetime EP1367180B1 (de) | 1997-02-26 | 1998-02-21 | Vorrichtung zum Herstellen von Materialsäulen im Boden |
Country Status (5)
Country | Link |
---|---|
US (1) | US5980161A (de) |
EP (2) | EP1367180B1 (de) |
AT (2) | ATE251695T1 (de) |
DE (3) | DE19707687C1 (de) |
ES (1) | ES2256627T3 (de) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1134319A3 (de) * | 2000-03-17 | 2002-08-21 | BVV Spezialtiefbautechnik Vertriebs GmbH | Verfahren und Vorrichtung zur Herstellung eines Ortbetonpfahls |
EP1273713A2 (de) * | 2001-07-07 | 2003-01-08 | KELLER GRUNDBAU GmbH | Verfahren zum Herstellen von Stopfsäulen zur Baugrundverbesserung |
EP1580325A1 (de) * | 2004-03-26 | 2005-09-28 | BAUER Maschinen GmbH | Rohrbunker für die Aufnahme von Beton sowie Vorrichtung und Verfahren zum Herausziehen eines mehrteiligen Bohrrohrs aus einem Bohrloch und zum Verfüllen des Bohrlochs |
KR100882535B1 (ko) | 2006-04-26 | 2009-02-06 | 바우어 머쉬넨 게엠베하 | 지면에 드릴링 기둥을 세우기 위한 드릴링 기구 및 이에의한 방법 |
DE102010029010A1 (de) | 2010-04-16 | 2011-10-20 | Alexander Degen | Tiefenrüttleranordnung mit Schneidplatte |
WO2012119601A2 (de) * | 2011-03-09 | 2012-09-13 | Alexander Degen | Rüttleranordnung zum herstellen von füllmaterialsäulen |
WO2012136207A1 (de) * | 2011-04-04 | 2012-10-11 | Wilhelm Degen | Vorrichtung zur herstellung einer materialsäule im boden |
CN103308015A (zh) * | 2013-05-16 | 2013-09-18 | 中国水电顾问集团成都勘测设计研究院 | 混凝土振捣有效覆盖范围实时监测方法 |
EP2669436A1 (de) * | 2012-05-30 | 2013-12-04 | ABI Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik und Vertriebsgesellschaft mbH | Ramm- und Ziehvorrichtung |
NL2018132B1 (en) * | 2017-01-05 | 2018-07-25 | Dieseko Group B V | Method and equipment for compacting soil |
WO2018011435A3 (de) * | 2016-07-15 | 2019-04-18 | Alexander Degen | Rüttleranordnung |
CN110862039A (zh) * | 2019-11-12 | 2020-03-06 | 湖南博邦重工有限公司 | 一种强夯机控制*** |
WO2020147975A1 (de) * | 2019-01-18 | 2020-07-23 | Keller Holding Gmbh | Rüttleranordnung zur baugrundverbesserung |
WO2020229679A1 (en) * | 2019-05-15 | 2020-11-19 | Alexander Degen | Filling chimney for deep vibrator arrangement, deep vibrator arrangement and method of operating a deep vibrator arrangement |
CN113026714A (zh) * | 2021-03-29 | 2021-06-25 | 江西省地质工程(集团)公司 | 一种振动沉管桩机挤密预投置换料强夯置换的施工方法 |
BE1029326B1 (nl) * | 2021-04-21 | 2022-11-28 | Feltron Nv | Inrichting voor het in de bodem brengen van granulaten |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10053427C2 (de) | 2000-10-27 | 2003-04-30 | Vibroflotation B V | Vorrichtung und Verfahren zur Erzeugung von Materialsäulen im Boden von Gewässern |
DE10218330A1 (de) * | 2002-04-24 | 2003-11-13 | Vibroflotation B V | Verfahren und Vorrichtung zur Herstellung von Materialsäulen im Boden |
DE10310727B4 (de) * | 2003-03-12 | 2007-09-13 | Bauer Spezialtiefbau Gmbh | Füllrohr |
IT1393586B1 (it) * | 2009-04-10 | 2012-04-27 | Soilmec Spa | Dispositivo per l'alimentazione di materiali inerti a sistemi di compattazione a vibrazione del terreno. |
KR101055300B1 (ko) | 2009-09-18 | 2011-08-09 | 주식회사 준건설 | 드레인 케이싱이 구비된 항타기 |
ES2673580T3 (es) * | 2014-06-03 | 2018-06-22 | Keller Holding Gmbh | Disposición de tubos de vibrador de profundidad |
CN117569730B (zh) * | 2024-01-16 | 2024-04-02 | 浙江省水电建筑安装有限公司 | 抛石层钻孔灌注桩成孔装置及施工方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2260473A1 (de) * | 1972-12-11 | 1974-06-20 | Keller Gmbh Johann | Verfahren und vorrichtung zur herstellung von draens, stopfverdichtungen od. dgl |
JPS58185819A (ja) * | 1982-04-26 | 1983-10-29 | Taisei Corp | 砕石パイル工法 |
US5256003A (en) * | 1989-12-26 | 1993-10-26 | Konoike Construction Co., Ltd. | Method for automatically driving gravel drain piles and execution apparatus therefor |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE467831C (de) * | 1928-10-31 | Gruen & Bilfinger Akt Ges | Fuellschacht fuer Vortreibrohre | |
JPS609169B2 (ja) * | 1981-12-29 | 1985-03-08 | 不動建設株式会社 | 地盤土性の検知方法 |
JPH0699901B2 (ja) * | 1988-08-23 | 1994-12-07 | 中富 栗本 | グラベル杭造成工法及び装置 |
NL1000101C2 (en) * | 1994-04-14 | 1995-08-07 | Stevin Wegenbouw | Method for compacting and consolidating underwater sludge and soil bed |
US5647690A (en) * | 1995-06-08 | 1997-07-15 | Landau; Richard Erwin | Low cost installation of columns of material |
-
1997
- 1997-02-26 DE DE19707687A patent/DE19707687C1/de not_active Expired - Fee Related
-
1998
- 1998-02-21 EP EP03017468A patent/EP1367180B1/de not_active Expired - Lifetime
- 1998-02-21 EP EP98103079A patent/EP0861944B1/de not_active Expired - Lifetime
- 1998-02-21 ES ES03017468T patent/ES2256627T3/es not_active Expired - Lifetime
- 1998-02-21 DE DE59809830T patent/DE59809830D1/de not_active Expired - Fee Related
- 1998-02-21 AT AT98103079T patent/ATE251695T1/de not_active IP Right Cessation
- 1998-02-21 DE DE59813323T patent/DE59813323D1/de not_active Expired - Lifetime
- 1998-02-21 AT AT03017468T patent/ATE314529T1/de not_active IP Right Cessation
- 1998-02-26 US US09/031,230 patent/US5980161A/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2260473A1 (de) * | 1972-12-11 | 1974-06-20 | Keller Gmbh Johann | Verfahren und vorrichtung zur herstellung von draens, stopfverdichtungen od. dgl |
DE2260473C3 (de) | 1972-12-11 | 1982-06-09 | Gkn Keller Gmbh, 6050 Offenbach | Verfahren zum Herstellen von Materialsäulen im Boden, wie Dräns, Stopfverdichtungen oder unbewehrten Betonpfählen und Vorrichtung zum Durchführen des Verfahrens |
JPS58185819A (ja) * | 1982-04-26 | 1983-10-29 | Taisei Corp | 砕石パイル工法 |
US5256003A (en) * | 1989-12-26 | 1993-10-26 | Konoike Construction Co., Ltd. | Method for automatically driving gravel drain piles and execution apparatus therefor |
Non-Patent Citations (2)
Title |
---|
HOLEYMAN: "uitvoering van de grondverbetering", CIVIELE TECHNIEK, vol. 39, no. 3, March 1984 (1984-03-01), RIJSWIJK, NETHERLANDS, pages 14 - 15, XP002066329 * |
PATENT ABSTRACTS OF JAPAN vol. 8, no. 28 (M - 278) 7 February 1984 (1984-02-07) * |
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1134319A3 (de) * | 2000-03-17 | 2002-08-21 | BVV Spezialtiefbautechnik Vertriebs GmbH | Verfahren und Vorrichtung zur Herstellung eines Ortbetonpfahls |
EP1273713A2 (de) * | 2001-07-07 | 2003-01-08 | KELLER GRUNDBAU GmbH | Verfahren zum Herstellen von Stopfsäulen zur Baugrundverbesserung |
EP1273713A3 (de) * | 2001-07-07 | 2003-07-23 | KELLER GRUNDBAU GmbH | Verfahren zum Herstellen von Stopfsäulen zur Baugrundverbesserung |
EP1580325A1 (de) * | 2004-03-26 | 2005-09-28 | BAUER Maschinen GmbH | Rohrbunker für die Aufnahme von Beton sowie Vorrichtung und Verfahren zum Herausziehen eines mehrteiligen Bohrrohrs aus einem Bohrloch und zum Verfüllen des Bohrlochs |
KR100882535B1 (ko) | 2006-04-26 | 2009-02-06 | 바우어 머쉬넨 게엠베하 | 지면에 드릴링 기둥을 세우기 위한 드릴링 기구 및 이에의한 방법 |
DE102010029010A1 (de) | 2010-04-16 | 2011-10-20 | Alexander Degen | Tiefenrüttleranordnung mit Schneidplatte |
WO2011127915A2 (de) | 2010-04-16 | 2011-10-20 | Alexander Degen | Tiefenrüttleranordnung mit schneidplatte |
US9546464B2 (en) | 2011-03-09 | 2017-01-17 | Alexander Degen | Vibrating arrangement for producing columns of filling material |
WO2012119601A2 (de) * | 2011-03-09 | 2012-09-13 | Alexander Degen | Rüttleranordnung zum herstellen von füllmaterialsäulen |
WO2012119601A3 (de) * | 2011-03-09 | 2012-11-15 | Alexander Degen | Vorrichtung zum herstellen von materialsäulen |
WO2012136207A1 (de) * | 2011-04-04 | 2012-10-11 | Wilhelm Degen | Vorrichtung zur herstellung einer materialsäule im boden |
EP2669436A1 (de) * | 2012-05-30 | 2013-12-04 | ABI Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik und Vertriebsgesellschaft mbH | Ramm- und Ziehvorrichtung |
CN103308015A (zh) * | 2013-05-16 | 2013-09-18 | 中国水电顾问集团成都勘测设计研究院 | 混凝土振捣有效覆盖范围实时监测方法 |
CN103308015B (zh) * | 2013-05-16 | 2016-05-25 | 中国电建集团成都勘测设计研究院有限公司 | 混凝土振捣有效覆盖范围实时监测方法 |
WO2018011435A3 (de) * | 2016-07-15 | 2019-04-18 | Alexander Degen | Rüttleranordnung |
NL2018132B1 (en) * | 2017-01-05 | 2018-07-25 | Dieseko Group B V | Method and equipment for compacting soil |
WO2020147975A1 (de) * | 2019-01-18 | 2020-07-23 | Keller Holding Gmbh | Rüttleranordnung zur baugrundverbesserung |
WO2020229679A1 (en) * | 2019-05-15 | 2020-11-19 | Alexander Degen | Filling chimney for deep vibrator arrangement, deep vibrator arrangement and method of operating a deep vibrator arrangement |
CN110862039A (zh) * | 2019-11-12 | 2020-03-06 | 湖南博邦重工有限公司 | 一种强夯机控制*** |
CN113026714A (zh) * | 2021-03-29 | 2021-06-25 | 江西省地质工程(集团)公司 | 一种振动沉管桩机挤密预投置换料强夯置换的施工方法 |
BE1029326B1 (nl) * | 2021-04-21 | 2022-11-28 | Feltron Nv | Inrichting voor het in de bodem brengen van granulaten |
Also Published As
Publication number | Publication date |
---|---|
US5980161A (en) | 1999-11-09 |
DE59809830D1 (de) | 2003-11-13 |
EP1367180B1 (de) | 2005-12-28 |
DE19707687C1 (de) | 1998-10-15 |
ATE314529T1 (de) | 2006-01-15 |
DE59813323D1 (de) | 2006-02-02 |
EP0861944B1 (de) | 2003-10-08 |
EP1367180A1 (de) | 2003-12-03 |
ES2256627T3 (es) | 2006-07-16 |
ATE251695T1 (de) | 2003-10-15 |
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