EP1497503A1 - Procede et systeme de mise en place d'au moins un element de fondation dans le sol - Google Patents

Procede et systeme de mise en place d'au moins un element de fondation dans le sol

Info

Publication number
EP1497503A1
EP1497503A1 EP03723499A EP03723499A EP1497503A1 EP 1497503 A1 EP1497503 A1 EP 1497503A1 EP 03723499 A EP03723499 A EP 03723499A EP 03723499 A EP03723499 A EP 03723499A EP 1497503 A1 EP1497503 A1 EP 1497503A1
Authority
EP
European Patent Office
Prior art keywords
foundation element
foundation
drilling head
ground
drilling
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
Application number
EP03723499A
Other languages
German (de)
English (en)
Other versions
EP1497503B1 (fr
Inventor
Marinus Teunis Van Leeuwen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gebr Van Leeuwen Boringen BV
Original Assignee
Van Leeuwen Harmelen Bv Geb
Gebr Van Leeuwen Harmelen BV
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=28793686&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1497503(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from NL1020304A external-priority patent/NL1020304C2/nl
Application filed by Van Leeuwen Harmelen Bv Geb, Gebr Van Leeuwen Harmelen BV filed Critical Van Leeuwen Harmelen Bv Geb
Priority to EP11155948A priority Critical patent/EP2319992A3/fr
Priority to EP11155945.6A priority patent/EP2319990A3/fr
Priority to EP11155947A priority patent/EP2319991A3/fr
Publication of EP1497503A1 publication Critical patent/EP1497503A1/fr
Application granted granted Critical
Publication of EP1497503B1 publication Critical patent/EP1497503B1/fr
Anticipated expiration legal-status Critical
Revoked legal-status Critical Current

Links

Classifications

    • 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
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • 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
    • E02D7/20—Placing by pressure or pulling power
    • 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
    • E02D7/26—Placing by using several means simultaneously
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/208—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes using down-hole drives

Definitions

  • the invention relates to a method for forming at least one foundation element in the ground in accordance with the preamble of claim 1.
  • a number of variants for positioning a foundation pile or deep wall of this type are known from the prior art. For example, it is known to drive foundation piles or deep wall elements into the ground using a pile-driver or to vibrate them
  • a drawback of this arrangement is that it is necessary to overcome considerable forces to enable the pipes to be twisted into the ground. In this case, in particular, insurmountable problems may arise if great depths have to be covered. The machine required to do this is expensive to produce and also expensive to use. The fitting of the grout bodies between the tubes is complex, and, depending on the soil composition, relatively unpredictable and unreliable, with the result that it is difficult to ensure that the arrangement will be impervious to groundwater.
  • a hollow foundation element is introduced into the ground in a substantially upright position.
  • a removable drilling head is active beneath the bottom part of the foundation element.
  • the drilling head drills out the earth which the foundation element would otherwise come into contact with while it is being sunk into the ground.
  • the drilling head is provided with at least one excavating member which can rotate about a drive shaft of the drilling head and has radial dimensions which in particular are greater than or equal to the external dimensions of the foundation element.
  • the earth which has been drilled out can then be discharged to outside the foundation element in a suitable way.
  • the foundation element can therefore be introduced into the ground relatively easily and that considerable penetration depths of more than 66 metres can be achieved without a heavy press installation, pile-driving device, vibratory unit or the like being required directly for that purpose.
  • the method can advantageously be used at working, locations where only a low working height is available.
  • the minimum working space height required is in this case substantially determined by the length of the foundation elements to be introduced.
  • the progress of introducing the foundation element into the ground is monitored and, in the event of a deviation from the intended direction of introduction of the foundation element being observed, the position of the drive shaft with excavating member is adjusted accordingly with respect to the bottom part of the foundation element.
  • the adjustment may involve displacement of the drive shaft with excavating member in the horizontal plane and/or tilting of the drive shaft with excavating member with respect to the vertical.
  • the new position leads to the excavating member starting to dig out more earth on one side and less earth on the other side beneath the bottom part of the foundation element.
  • the foundation element is subject to less resistance on one side and more resistance on the other side as it penetrates into the earth, and will begin to straighten itself out.
  • This possibility of controlling the drilling head advantageously allows the intended direction of introduction to be monitored in a reliable way and adjusted if desired.
  • This form of control works well in particular in combination with a foundation element of which the bottom part is provided with a tapering peripheral wall part. Moreover, the tapering peripheral wall part reduces the initial resistance to penetration by the foundation element.
  • a downward force is exerted on the foundation element with the aid of a press installation.
  • the press installation is in this case of the hydraulic type which comprises a frame which is supported on the ground next to the foundation element.
  • the frame can be anchored to the ground by means of anchoring elements, for example threaded anchors, but may also be held against the ground with the aid of counterweights.
  • the foundation element can be pressed uniformly into the ground, with simultaneous driving of the drilling head, by means of a relatively light press installation, without the surrounding area being adversely affected.
  • the press installation may advantageously be designed with a limited overall height, in particular a height of less than 3 metres, and generates little noise and is free of vibrations. Moreover, it is safe for workers on the construction site .
  • the required introduction force can be reduced further by filling the cavity in the foundation element with liquid while it is being introduced into the ground.
  • the press installation is provided with engagement means which can be moved up and down by hydraulic means with respect to the frame.
  • the engagement means are preferably also laterally adjustable. This makes it possible to adjust the direction in which the foundation element is introduced slightly if desired. This is important in particular when the bottom part of the foundation element starts to be introduced into the ground, since the above-described adjustment with the aid of the drilling head is at that stage not yet fully functional.
  • earth which is drilled out by the excavating member passes via introduction openings into a flushing chamber which is delimited by housing walls of the drilling head and is located above the excavating member.
  • a drilling head 9 comprises a rotatable excavator wheel with adjustable excavating members 10. Above the excavator wheel there is a flushing chamber 11 with rock crusher. The flushing chamber 11 is connected to flushing lines 13. Furthermore, the drilling head 9 comprises a hydraulic drive 12 for rotating the excavator wheel during introduction of a tube segment 14.
  • Controllable clamping means 15 with seals 16 which engage in a sealing manner with the inner peripheral wall of the tube segment 14 are provided along the peripheral wall of the drilling head 9.
  • the drilling head 9 With the aid of control cylinders 17, the drilling head 9 can be accurately oriented with respect to the tube segment 14 during the introduction operation. With this, a part of the drilling head 9 in which the excavator wheel with excavating members 10 and a drive shaft of the excavator wheel are mounted tilts .
  • Fig. 12 shows a number of steps further in the drilling introduction of the tube, in which a plurality of tube segments 14, which are connected to one another, have already been pressed into the ground with, at the same time, the earth located beneath the front part of the tube segment 14 which was introduced first being drilled out at the same time. This procedure can be continued until a desired depth has been reached.
  • the press section 24 is in this case in a raised position, so that a new tube segment can be placed beneath it.
  • Fig. 13 shows a tube which has been sunk and in which the drilling head 9 is being removed upwards through the interior of the tube.
  • the tube which is being introduced in this way can already form a foundation pile. It is preferable for the tube to be at least partially filled with foundation material, in particular settable material.
  • Fig. 14 shows the situation in which a plurality of filled foundation piles 26 of this type have been formed next to one another beneath the press installation 20. It is clearly apparent that the press section 24 can be displaced sideways along the frame, so that the plurality of piles 26 can be formed in succession without the installation 20 having to be moved along every time.
  • Fig. 15a-f show a preferred method for forming a deep wall in this way.
  • tubes 30 are introduced into the ground at positions 1, 2 and 3 (Fig. 15a) .
  • Fig. 15b tubes 30 are introduced into the ground at positions 1, 2 and 3
  • Fig. 15b tubes 30 are introduced into the ground at positions 1, 2 and 3
  • Reinforcing bars 32 are arranged in the as yet unset material 31 (Fig. 15c) .
  • tubes 34 are introduced into the ground at the intervening positions 4, 5 and 6.
  • the drilling head drills out a small proportion of the piles 35 which have been formed previously (Fig. 15d) .
  • the tubes 34 are then also, with simultaneous injection of settable material 36 into the tubular cavity released, pulled back out of the ground together with the used drilling head (Fig. 15e) .
  • Reinforcing bars 37 are placed in the as yet unset material 36 (Fig. 15f) .
  • the material 36 can bond to the previously injected material 31 very well during the injection, while the reinforcing bars 32, 37 contribute to the rigidity and strength of the deep wall.
  • Fig. 16 shows a deep wall of which the tubes 40 are arranged in a zigzag shape. This contributes to a further ' reinforcement of the deep wall and can advantageously be produced using the method according to the invention.
  • Fig. 17-20 show a variant of a bottom part or segment of a tubular foundation element 50.
  • This includes upper and lower positioning lugs 51 as well as a clamping wall part 52 which is set back inwards.
  • the outer peripheral wall comprises a downwardly tapering peripheral wall part 53 which at the top merges into a cylindrical wall part 54 with a thickness which is greater than that of the part of the outer peripheral wall of the foundation element 50 which is located above it.
  • a drilling head 55 has been lowered into the inside of the foundation element 50. In the process, the drilling head 55 is ' automatically centred between the positioning lugs 51.
  • An upper edge 56 of the clamping wall part 52 is in this case used as a stop edge for delimiting the drilling head 55 downwardly.
  • the drilling head 55 comprises controllable clamping means 60 which clamp securely on to the clamping wall part 52.
  • the clamping means 60 are formed by inflatable strips. These have the advantage of simultaneously clamping and forming a seal.
  • Connection nozzles 61 for the clamping means 60 which are intended to be connected to pneumatic or hydraulic control lines are provided in the drilling head 55.
  • a plate 62 which is fixedly connected to an outer peripheral wall 63 of the drilling ' head 55.
  • a mounting flange 64 on which a drive 65 is mounted for driving an excavator wheel with excavating members 71 which is mounted on a drive shaft 70 (the excavator wheel with excavating members is only shown in Figs. 19 and 20).
  • the drive 65 is in this case formed by a plurality of hydraulic motors which engage on the drive shaft 70 by means of planetary gear mechanisms.
  • the hydraulic motors have the advantage of taking up little space and being able to supply a high power while not being sensitive to dirt and moisture.
  • the hydraulic motors are provided on their top sides with openings which are intended to be connected to hydraulic supply lines.
  • a bypass 90 in which there is an actuable valve, is also provided between the feed line 81 and the discharge line 82. Actuable valves are also accommodated in the feed and discharge lines 81, 82. The lines can be flushed efficiently by actuating these valves in a suitable way.
  • Fig. 21 and 22 show another variant, in which a bottom part of a foundation element is composed of a section 100 which is, or can be, fixedly connected to the other part of the foundation- element and a section 101 which is movably connected to this section 100.
  • the section 101 is connected to the section 100, which is of slightly smaller dimensions, by means of chains 102, and the section 101 is of double-walled design.
  • a drilling head of which excavating members 106, which are mounted on a excavator wheel in such a manner that they can be folded over, project beneath the section 101.
  • the drilling head comprises an upper part 107, which is pivotably connected, in a manner which can be controlled by means of control members 108, to a lower part 109.
  • the drilling head part 107 is in this case accommodated in a sealing manner in the section 100 while the drilling head part 109 is accommodated in the section 101.
  • the position of the drilling head part 109 with a drive shaft with the excavator wheel and the excavating members 106 inside it can be adjusted with respect to the drilling head part 107 and as a result with respect to the section 100 of the foundation element.
  • the section 100 will, as it were, be pulled along behind the adjusted section 101.
  • foundation elements may also comprise two or more longitudinal parts which adjoin one another. This has the advantage that these longitudinal parts can each be placed around the feed and control lines without the latter having to be uncoupled.
  • sheet pile planks it is also possible for complete bodies made from a settable material, for example a grout material, to be fitted between the foundation elements by means of injection.
  • the segments may also be coupled to one another in other ways.
  • the foundation elements themselves may be provided with suitably profiled shaped connecting pieces which are designed to be received slideably in complementary connecting pieces on foundation elements which have already been put in place.
  • the flushing chamber may also be delimited on the underside by a excavator wheel provided with introduction openings and/or by the rotating excavating members themselves.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Geology (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Coupling Device And Connection With Printed Circuit (AREA)
  • Earth Drilling (AREA)
EP03723499A 2002-04-04 2003-04-04 Procede et systeme de mise en place d'au moins un element de fondation dans le sol Revoked EP1497503B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP11155948A EP2319992A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155945.6A EP2319990A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155947A EP2319991A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
NL1020304 2002-04-04
NL1020304A NL1020304C2 (nl) 2002-04-04 2002-04-04 Werkwijze voor het aanbrengen van een diepwand in de grond.
NL1021143 2002-07-24
NL1021143A NL1021143C2 (nl) 2002-04-04 2002-07-24 Werkwijze voor het aanbrengen van ten minste één funderingspaal in de Werkwijze voor het aanbrengen van ten minste één funderingspaal in de grond. grond.
PCT/NL2003/000257 WO2003085208A1 (fr) 2002-04-04 2003-04-04 Procede et systeme de mise en place d'au moins un element de fondation dans le sol

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP11155945.6A Division EP2319990A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol

Publications (2)

Publication Number Publication Date
EP1497503A1 true EP1497503A1 (fr) 2005-01-19
EP1497503B1 EP1497503B1 (fr) 2011-03-09

Family

ID=28793686

Family Applications (4)

Application Number Title Priority Date Filing Date
EP03723499A Revoked EP1497503B1 (fr) 2002-04-04 2003-04-04 Procede et systeme de mise en place d'au moins un element de fondation dans le sol
EP11155945.6A Withdrawn EP2319990A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155948A Withdrawn EP2319992A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155947A Withdrawn EP2319991A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol

Family Applications After (3)

Application Number Title Priority Date Filing Date
EP11155945.6A Withdrawn EP2319990A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155948A Withdrawn EP2319992A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol
EP11155947A Withdrawn EP2319991A3 (fr) 2002-04-04 2003-04-04 Procédé et système de mise en place d'au moins un élément de fondation dans le sol

Country Status (6)

Country Link
EP (4) EP1497503B1 (fr)
AT (1) ATE501313T1 (fr)
AU (1) AU2003235422A1 (fr)
DE (1) DE60336308D1 (fr)
NL (1) NL1021143C2 (fr)
WO (1) WO2003085208A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023062061A1 (fr) * 2021-10-13 2023-04-20 Gbm Works B.V. Dispositif de fluidisation détachable

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1025013C2 (nl) * 2003-12-12 2005-06-14 Van Leeuwen Harmelen Bv Geb Verankeringsamenstel.
GB0516906D0 (en) * 2005-08-18 2005-09-28 Seacore Ltd Methods and apparatus for the installation of foundation piles
NL1033050C2 (nl) * 2006-12-13 2008-06-16 Vertical Dev B V Funderingsysteem voor het vormen van een funderingspaal in de grond.
EP2562310B1 (fr) 2011-08-23 2016-07-20 BAUER Maschinen GmbH Agencement de forage sous-marin et procédé d'exécution d'un forage au fond de l'eau
NL2007882C2 (en) * 2011-11-28 2013-05-30 Van Leeuwen Harmelen Bv Geb Excavator for discharging bottom parts from a bottom floor.
JP5952563B2 (ja) * 2012-01-12 2016-07-13 五洋建設株式会社 鋼管矢板圧入方法および圧入装置
EP2703596B1 (fr) * 2012-08-31 2015-02-18 BAUER Maschinen GmbH Dispositif de forage et procédé d'établissement d'un forage
FI125230B (fi) * 2013-04-19 2015-07-31 Sotkamon Porakaivo Oy Menetelmä ja laitteisto kallioon porattujen porapaalujen ulkopuolisen injektoinnin suorittamiseksi
CN113982011A (zh) * 2021-10-25 2022-01-28 中铁工程装备集团有限公司 基于静态倾角仪的沉井掘进机导向系统及其方法

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1171848B (de) * 1960-06-09 1964-06-11 Bade & Co Gmbh Vorrichtung und Verfahren zum Niederbringen eines Bohrloches
FR1598139A (fr) * 1968-12-26 1970-06-29
JPS5245130B2 (fr) * 1971-10-30 1977-11-14
AU6026173A (en) * 1972-10-06 1975-03-13 Taylor Woodrow International Limited Improvements in the drilling of large diameter holes in pile driving and the like
US3864923A (en) * 1973-09-18 1975-02-11 Lee A Turzillo Impacted casing method for installing anchor piles or tiebacks in situ
US4046205A (en) * 1974-04-29 1977-09-06 Kabushiki Kaisha Takechi Koumusho Earth auger and method for driving piles and the like by means of said earth auger
DE2734185C2 (de) * 1977-07-29 1983-02-10 Stahl- Und Apparatebau Hans Leffer Gmbh, 6602 Dudweiler Anlage zum Niederbringen eines Bohrlochs für Pfahlgründungen
FR2418301A1 (fr) * 1978-02-27 1979-09-21 Cegeo Cie Etu Geotechniques Monture d'outillages amovibles, reglable le long de tubes, pour en commander ou controler l'enfoncement dans le sol
KR850000535B1 (ko) 1980-06-30 1985-04-17 가부시기 가이샤 이세끼 가이하쓰 고오기 시일드터널 굴진방법
US4637758A (en) * 1982-03-11 1987-01-20 Kabushiki Kaisha Komatsu Seisakusho Method of driving hollow piles into the ground
JPS6088250A (ja) * 1983-10-20 1985-05-18 Nissan Motor Co Ltd 遊星歯車変速装置
IT1200133B (it) * 1985-10-08 1989-01-05 Paccagnella Snc Di Paccagnella Dispositivo applicabile alle trivelle perforatrici per la esecuzione dei fori di fondazione, e l'inserimento e la stabilizzazione dei tubi di armatura
FR2588297B1 (fr) * 1985-10-09 1987-12-04 Soletanche Dispositif pour le forage sous-marin de fondations
FR2605657A1 (fr) * 1986-10-22 1988-04-29 Soletanche Procede pour la realisation d'un pieu dans le sol, machine de forage et dispositif pour la mise en oeuvre de ce procede
DE3638664C2 (de) * 1986-11-12 1995-08-17 Holzmann Philipp Ag Verfahren zum Herstellen einer Spundwand
BE1002952A3 (nl) * 1988-01-15 1991-09-24 Smet Hugo Werkwijze voor het onder diverse hoeken verwezenlijken van schachten en hierbij gebruikte inrichting.
JPH0674587B2 (ja) * 1988-07-19 1994-09-21 日立建機株式会社 ケーシングドライバの回転反力取り装置
DE4235427C2 (de) * 1992-10-21 2001-11-08 Salzgitter Ag Verfahren und Vorrichtung zum Einbringen von Tiefgründungselementen
DE4308856C1 (de) * 1993-03-19 1994-05-26 Leffer Stahl & App Verfahren und Bohrgerät zur Herstellung einer verrohrten Tiefbohrung, insbesondere für Pfahlgründungen
DE19533014A1 (de) * 1995-09-07 1997-03-13 Holzmann Philipp Ag Verfahren zur Herstellung von Rohrwänden oder gemischten Spundwänden mit Rohrtragbohlen
JP3468724B2 (ja) * 1999-07-23 2003-11-17 関西電力株式会社 コンクリート杭の打設方法とその装置並びに拡大ヘッド

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO03085208A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023062061A1 (fr) * 2021-10-13 2023-04-20 Gbm Works B.V. Dispositif de fluidisation détachable
NL2029399B1 (en) * 2021-10-13 2023-05-11 Gbm Works B V A detachable fluidisation device

Also Published As

Publication number Publication date
EP2319992A2 (fr) 2011-05-11
EP2319990A3 (fr) 2014-09-03
ATE501313T1 (de) 2011-03-15
EP1497503B1 (fr) 2011-03-09
EP2319992A3 (fr) 2012-08-22
EP2319991A2 (fr) 2011-05-11
AU2003235422A1 (en) 2003-10-20
EP2319991A3 (fr) 2012-08-22
DE60336308D1 (de) 2011-04-21
NL1021143C2 (nl) 2003-10-07
EP2319990A2 (fr) 2011-05-11
WO2003085208A1 (fr) 2003-10-16

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