EP1473128A2 - Procédé et dispositif de fabrication de tuyaux multicouches en béton - Google Patents

Procédé et dispositif de fabrication de tuyaux multicouches en béton Download PDF

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Publication number
EP1473128A2
EP1473128A2 EP04006777A EP04006777A EP1473128A2 EP 1473128 A2 EP1473128 A2 EP 1473128A2 EP 04006777 A EP04006777 A EP 04006777A EP 04006777 A EP04006777 A EP 04006777A EP 1473128 A2 EP1473128 A2 EP 1473128A2
Authority
EP
European Patent Office
Prior art keywords
concrete
compacting
press
distributor
tool
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
EP04006777A
Other languages
German (de)
English (en)
Other versions
EP1473128B1 (fr
EP1473128A3 (fr
Inventor
Bertram Rupietta
Gunther Schiller
Günter Becker
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.)
Schlosser Pfeiffer GmbH
Original Assignee
Schlosser Pfeiffer GmbH
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=27798345&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1473128(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Schlosser Pfeiffer GmbH filed Critical Schlosser Pfeiffer GmbH
Publication of EP1473128A2 publication Critical patent/EP1473128A2/fr
Publication of EP1473128A3 publication Critical patent/EP1473128A3/fr
Application granted granted Critical
Publication of EP1473128B1 publication Critical patent/EP1473128B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/02Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/22Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
    • B28B21/24Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts using compacting heads, rollers, or the like
    • B28B21/242Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts using compacting heads, rollers, or the like the working diameter of the compacting mechanism being adjustable, e.g. the compacting rollers on the head being displaceable
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/02Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/22Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts
    • B28B21/24Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts using compacting heads, rollers, or the like
    • B28B21/26Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means using rotatable mould or core parts using compacting heads, rollers, or the like with a packer head serving as a sliding mould or provided with guiding means for feeding the material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/92Methods or apparatus for treating or reshaping
    • B28B21/94Methods or apparatus for treating or reshaping for impregnating or coating by applying liquids or semi-liquids

Definitions

  • the invention relates to a compaction tool, in particular a press head, which is used to manufacture a multilayer concrete pipe in a molded jacket or the like.
  • a compaction tool in particular a press head
  • the invention further relates to a device for production an in particular two-layer concrete pipe with such a compression tool as well as a method for producing a multilayer Concrete pipe.
  • Such concrete pipes are used, for example, for municipal and industrial sewerage used.
  • the wall of such a pipe meets different functions.
  • the wall of the pipe must be static and absorb dynamic loads that act from the outside.
  • the inner surface is exposed to the medium to be transported. Therefore are often special properties for the inner surface, e.g. Abrasion resistance, Acid resistance, fire resistance or the like, required. It therefore makes sense Wall of the pipe made of several layers, the layers differ from each other by their properties.
  • This thin layer of acid-resistant concrete is traditionally used in applied a centrifugal process in which the acid-resistant concrete mixture is placed in a horizontal pipe.
  • the work step centrifuging must be carried out until the concrete is at least partially cured so that the tube is in a horizontal position can be removed from the mold without being damaged.
  • the horizontal tube manufacturing is very time consuming, single layer tubes are used often also in vertical manufacturing processes with a press head or the like. produced.
  • the inner surface is retrofitted Paintings applied, or so-called plastic inliners installed. The Installation of these sometimes very expensive coatings requires additional manufacturing steps.
  • the object of the present invention is therefore a compaction tool and to provide a method of the type mentioned at the beginning, with which multilayer concrete pipes can be manufactured faster and more economically, whereby in particular the connection of the individual layers to one another is improved becomes.
  • This object is essentially achieved in that the at least one distributor or press roll and / or the at least one press or Smoothing piston in such a way with the driven Axis are connected so that the distance of the outer surface to the driven axis is changeable.
  • the adjustment device thus enables described, for example, by the distributor rollers or skids or the press rollers Define diameter of the compacting tool to change Concrete pipes with different inner diameters with the same compaction tool to manufacture. Since it does not operate the adjustment device it is necessary to move the compacting tool out of the molded jacket, can with the compression tool according to the invention a two or multilayer concrete pipe can be manufactured without a tool change.
  • the compaction tool first the outer layer of the concrete pipe with a larger inner diameter to manufacture and after reducing the diameter of the compacting tool the inner layer of the concrete pipe with a smaller inner diameter apply.
  • the radial adjustment of the compaction tool to change the diameter takes place by the distance between the driven axis and the outer lateral surfaces of the rollers, runners or Like. is varied.
  • the adjusting device a backdrop guide, which is in a curved or straight Path between two points at different distances from the driven one Axis extends, and a sliding block sliding in the slide guide on.
  • the driven axle can be connected to a disk or the like be in which an elongated hole is designed as a guide.
  • the bearing journal a distributor or press roller or a smoothing piston slides as one Setting stone in the slot.
  • Reversing the direction of rotation of the compacting tool between two Processing steps can alternatively also with an adjustment device Change the diameter of the compacting tool, if the adjustment device is driven by one in relation to the Axis eccentrically mounted pivot lever is formed.
  • This swivel lever is at its end facing away from the storage with the at least one distributor or press roller and / or the at least one press or smoothing piston connected and between two points at different distances from the driven axis pivotable.
  • the pivoting movement of the lever restricting attachment points can be arranged such that contamination of the adjustment device by the concrete mixtures largely is avoided, so that no impairment of the exact adjustability of the diameter of the compaction tool occur during operation.
  • the adjusting device at least one electrically, hydraulically or pneumatically operated Has drive motor, which of the at least one distributor or press roller and / or the at least one press or smoothing piston for adjustment assigned.
  • This drive motor for example a linear actuator, can do all Adjust the rollers and / or pistons of the compacting tool centrally or be assigned to one or more rollers or pistons.
  • the power supply to the drive motor is preferably carried out by the driven axis, which consists of at least two coaxial and nested Hollow shafts is formed.
  • the driven axle is divided by two coaxial, nested hollow shafts is formed, with the inner hollow shaft a further shaft is provided for driving the adjusting device.
  • one formed by the shaft Power supplied to the axis can be used for other functions. That's the way it is for example possible so that the distributor or pressing tool by means of compressed air or the like. To clean or an additional locking of the rollers in an end position.
  • an inventive Compaction tool a distributor with several, essentially radial acting distributor rollers or distributor skids, a compressor with several, in Essentially radially acting press rollers or compressor skids and a smoothing tool on.
  • the concrete poured into the form jacket is initially distributed evenly in the molded jacket by the distributor rollers of the distributor and pre-compacted, so that any reinforcement or reinforcement provided is enclosed by the concrete mix.
  • the press rollers of the compressor compact the concrete mix so far that the desired inner diameter of the concrete pipe.
  • the surface is covered by the Smoothing tool, which is preferably designed as a cylindrical piston and arranged below the compaction tool, reworked.
  • rollers instead of Rollers also radially arranged skids the distribution and compression of the Take over materials.
  • the creation of torsional moments in the manufacture of the concrete pipe with A press head can be avoided by the distributor of the Press head in the opposite direction to the compressor around the longitudinal axis of the shaped jacket rotates.
  • the compressor and the distributor can, if necessary rotate at different speeds.
  • the speed of the distributor is usually significantly higher than that of the compressor with the press rollers and the smoothing piston. In this way, also in the concrete pipe, if necessary provided reinforcements or reinforcements during the compression of the Concrete mix is not twisted so that it is in its intended position stay.
  • the compaction tool A spray head for distributing and compacting above the smoothing tool of concrete mixes.
  • centrifugal forces which are due to the rotating movement of the spray head can occur, for. B. the second concrete mix for the inner layer of the concrete pipe.
  • the second concrete mixture is at least partially compacted and the connection to the first layer of concrete is improved.
  • another distributor and / or an additional compressor become.
  • a stand has at least two loading systems assigned so that different concrete mixes in the same stand can be processed.
  • At least one of the loading systems has a concrete silo with assigned filler tape.
  • the loading system also by a concrete pump with a pump hose be educated.
  • the use of a concrete pump may be sufficient for the supply of the second, for example fire and / or acid-resistant concrete mix, of which only a smaller volume fraction is required to manufacture a multi-layer concrete pipe.
  • the object underlying the invention is also achieved by a method for the production of a multi-layer, in particular two-layer concrete pipe solved, which has the following steps: first, essentially one vertically standing molded jacket swung into a stand and the molded jacket with a first concrete mix from a first loading system filled. This first concrete mix is then in the form jacket distributed by a rotating and vertically movable compaction tool and compacted, and possibly smoothed the inner surface. Before demoulding the Concrete pipe becomes a second concrete mix by means of a second loading system filled into the essentially vertically standing molded jacket.
  • the diameter of the compaction tool is reversibly reduced, so that the second concrete mix is spread with the compacting tool and compacted and if necessary the inner surface can be smoothed before the Concrete pipe is pivoted out of the stand and demolded.
  • This invention The process is characterized by the fact that neither a change of the compacting tool a transport of the outer part of the multilayer Tube together with the molded jacket in another stand is required. Rather, the compaction tool itself can be inserted the second concrete mix within the shell in size to be changed. After swinging out and demolding the concrete pipe the diameter of the compacting tool is then for distribution and The first concrete mix of a new concrete pipe is reversibly compacted increased.
  • the direction of rotation of the compacting tool Preferably after the first concrete mixture has been distributed and compacted changed the direction of rotation of the compacting tool.
  • the speed of rotation of the compacting tool after Distribute and compact the first concrete mix to change. In this way can the diameter of the compacting tool, for example, due to centrifugal forces can be varied.
  • Figures 1 to 4 is a compacting tool by a circular Disc 1 indicated, which is connected to a driven axis 2.
  • On the disc 1 is one of the embodiment of FIG. 1 as an elongated hole trained scenery guide 3 provided.
  • a bearing pin 4, which one Press roller 5 carries, is slidably mounted in the link guide 3. To this Way, the press roller 5 together with the journal 4 between the in Fig. 1 with solid lines marked first position with a smaller one Diameter in a dashed second position with a larger one Diameter convertible.
  • the two end points of the link guide 3 are at a different distance from the driven axis 2.
  • the center of the bearing pin 4 describes a circle marked D k1 in the figures.
  • the center of the bearing pin describes a circle D k2 , the diameter of which is larger than that of the circle D k1 when the disk 1 rotates .
  • the size of the circles D R1 and D R2 described by the outer surfaces of the press roller 5 during one revolution of the compacting tool also changes. In this way, different wall thicknesses can be produced with a compaction tool in the production of a concrete pipe without the need for a tool change.
  • the pressing roller 5 is adjusted in the link guide 3 by a reaction force.
  • the disc 1 rotates counterclockwise during operation, contact with the inner wall of the concrete pipe results in a reaction force on the press roller 5, which forces it into the first position, indicated by solid lines, in which the roller 5 is closer to the driven axis 2 lies.
  • the contact with the inner wall of the concrete pipe results in an opposing reaction force which shifts the press roller 5 with the bearing pin 4 into the other end position of the link guide 3 shown in dashed lines in the figure.
  • the diameter of the circle D R1 described by the outer circumferential surface of the press rollers when the compacting tool rotates is increased solely by changing the direction of rotation in D R2 .
  • the press roller 5 is also open a pivot pin 3, which is displaceable in a link guide 3, can be rotated in this way arranged that the size of a rotation of the compaction tool changeable from the outer circumferential surface of the press roller circle is.
  • the adjustment of the press roller between the two with solid Lines or dashed positions are carried out in this embodiment but not exclusively by changing the direction of rotation of the compaction tool but can alternatively or additionally for this purpose, for example by a linear actuator 6 acting on the bearing journal 4 respectively. In this way it is possible to change the diameter of the The outer surface of the press roller 5 is stepless when the circle is rotated adjust.
  • FIG. 3 Another embodiment of the invention is shown in FIG. 3.
  • a lever 7 is pivotally mounted about a bearing point 8 eccentrically to the driven axis 2.
  • the end of the lever 7 facing away from the bearing 8 carries the bearing journal 4 on which the press roller 5 is rotatably mounted.
  • two stops 9a and 9b are arranged on the disk 1, which limit the pivoting movement of the lever 7.
  • the stops 9a and 9b are positioned on the disk 1 in such a way that when the lever 7 is in contact with the two stops, the size of the circles D R1 and D R2 described by the circumferential surface of the press roller 5 when the compacting tool rotates are different.
  • the structure of the compression tool shown in Fig. 4 corresponds to Essentially that of the embodiment according to FIG. 3.
  • the lever 7 or the Bearing pins 4 are in this embodiment with the above 2 explained linear actuator 6 connected such that the Lever 7 regardless of the direction of rotation of the compacting tool 1 the linear actuator 6 is pivotable. In this way, the distance can be between the outer surface coming into contact with an inner wall of a concrete pipe the press roller 5 and the driven axis 2 of the compacting tool 1 continuously adjustable.
  • Fig. 5 are two manufacturing steps in the manufacture of a two-layer Concrete pipe 10 shown, the right half compressing the first outer layer 10a with the compression tool 1 in its in the figures 1 to 4 shows dashed second position while in the left Half of Fig. 5 the application of the second, inner layer 10b in the in the Figures 1 to 4 shown in solid lines first position of the Compaction tool represents.
  • the compaction tool comprises, in addition to that already in FIGS. 1 to 4 shown press roller 5 vertically arranged distributor rollers 11, which are also rotatably mounted on journals 12, and one below the pressure roller 5 arranged smoothing piston 13.
  • Deviating from the illustration of Figures 1 to 4 can several press rolls in the compacting tool 5 and several compressor rollers 11 may be provided, each of which - as well Smoothing piston 13 or segments of the smoothing piston 13 - individually by one above described with reference to Figures 1 to 4 in different distances to the driven axis 2 can be positioned.
  • the two-layer concrete pipe 10 is produced in a vertically standing shaped jacket 14, in which concrete is first introduced through the drivable axis 2 to produce the outer layer 10a.
  • the compaction tool is in a position that is completely retracted into the molding jacket 14, in which the distributor rollers 11 are positioned approximately at the lower end of the molding jacket 14.
  • the distributor rollers 11, the press rollers 5 and the smoothing piston 13 are in the second position shown in dashed lines in FIGS. 1 to 4, so that the circle described by the outer surfaces of the press rollers 5 when the compacting tool rotates about the axis 2 corresponds to that in the figures 1 to 4 circle D R2 shown in dashed lines corresponds.
  • the compacting tool is set in rotation by the driven axis 2 and pulled vertically upwards out of the shaped jacket 4.
  • the distributor rollers 11 first distribute the concrete mixture evenly on the inner wall of the shaped jacket 14, it being possible for the concrete to be pre-compacted.
  • the concrete is further compacted by the press rollers 5, which preferably rotate in the opposite direction to the distributor rollers 11 about the axis 2.
  • the smoothing piston 13 finally smoothes the inner wall surface of the outer layer 10a of the concrete pipe.
  • the compaction tool is used to form the inner layer 10b of the concrete pipe 10 moved back to its lower position in the mold jacket 14 and the distributor rollers 11, the press rollers 5 and the smoothing piston 13 are in the manner described above with reference to FIGS. 1 to 4 in brought a position with a reduced distance to the rotatable axis 2.
  • this inner layer through the distributor rollers 11, the Press rollers 5 and the smoothing piston 13 are manufactured as described above. Subsequently the concrete pipe 10 can be removed from the shaped jacket 14.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
EP04006777A 2003-03-31 2004-03-20 Procédé et utilisation d'un dispositif de fabrication de tuyaux multicouches en béton Expired - Lifetime EP1473128B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10314722 2003-03-31
DE10314722A DE10314722C5 (de) 2003-03-31 2003-03-31 Vorrichtung und Verfahren zur Herstellung von mehrschichtigen Betonrohren

Publications (3)

Publication Number Publication Date
EP1473128A2 true EP1473128A2 (fr) 2004-11-03
EP1473128A3 EP1473128A3 (fr) 2006-03-22
EP1473128B1 EP1473128B1 (fr) 2010-01-20

Family

ID=27798345

Family Applications (2)

Application Number Title Priority Date Filing Date
EP04006777A Expired - Lifetime EP1473128B1 (fr) 2003-03-31 2004-03-20 Procédé et utilisation d'un dispositif de fabrication de tuyaux multicouches en béton
EP04006778A Expired - Lifetime EP1473129B1 (fr) 2003-03-31 2004-03-20 Procédé et dispositif de fabrication de tuyaux multicouches en béton

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP04006778A Expired - Lifetime EP1473129B1 (fr) 2003-03-31 2004-03-20 Procédé et dispositif de fabrication de tuyaux multicouches en béton

Country Status (7)

Country Link
US (2) US7763201B2 (fr)
EP (2) EP1473128B1 (fr)
AT (2) ATE483565T1 (fr)
CA (2) CA2464231A1 (fr)
DE (4) DE10314722C5 (fr)
DK (2) DK1473128T3 (fr)
ES (2) ES2353659T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2377659A1 (fr) 2010-04-16 2011-10-19 Schlosser-Pfeiffer GmbH Installation et procédé de fabrication d'une conduite en béton
CN109875320B (zh) * 2019-02-28 2019-11-22 高秀铃 一种针织帽展示架
CN115958691B (zh) * 2022-12-29 2024-07-12 江苏中意建材机械有限公司 一种砼制管机

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE154155C (fr) *
US1355913A (en) * 1919-12-09 1920-10-19 Pioneer Mfg Company Filler-body for packer-heads of tile-machines
DE406133C (de) * 1921-11-30 1924-11-14 Deneken & Haensch Vorrichtung zur Herstellung von zylindrischen Hohlkoerpern aus Zement o. dgl.
CH383861A (de) * 1961-05-05 1964-10-31 Graber & Wening Ag Vorrichtung zur Herstellung von Zementrohren
US3632270A (en) * 1969-03-14 1972-01-04 Clifford Aubrey Baker Manufacture of concrete pipes
SU804455A1 (ru) * 1979-04-06 1981-02-15 Московский Ордена Трудового Красногознамени Инженерно-Строительный Институтим.B.B.Куйбышева Установка дл формовани трубчатыхиздЕлий
US4690631A (en) * 1986-03-06 1987-09-01 Hydrotile Machinery Company Packerhead with elastic rollers
EP0388347A2 (fr) * 1989-03-13 1990-09-19 International Pipe Machinery Corporation Machine pour la fabrication de tuyaux en ciment

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DE2639653A1 (de) * 1976-09-03 1978-03-09 Hacheney Wilfried Vorrichtung zur innenauskleidung von rohren mit zementmoertel bzw. plastischen schutzschichten zur erzielung hoechster massgenauigkeit und oberflaechenglaette
US4197074A (en) * 1976-12-12 1980-04-08 Hydrotile Canada Limited Bell packer for a pair of pallets
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DE3807511A1 (de) * 1988-03-08 1989-09-21 Gregor Kern Verfahren zur herstellung von betonrohren und rohrpresse zur durchfuehrung des verfahrens
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE154155C (fr) *
US1355913A (en) * 1919-12-09 1920-10-19 Pioneer Mfg Company Filler-body for packer-heads of tile-machines
DE406133C (de) * 1921-11-30 1924-11-14 Deneken & Haensch Vorrichtung zur Herstellung von zylindrischen Hohlkoerpern aus Zement o. dgl.
CH383861A (de) * 1961-05-05 1964-10-31 Graber & Wening Ag Vorrichtung zur Herstellung von Zementrohren
US3632270A (en) * 1969-03-14 1972-01-04 Clifford Aubrey Baker Manufacture of concrete pipes
SU804455A1 (ru) * 1979-04-06 1981-02-15 Московский Ордена Трудового Красногознамени Инженерно-Строительный Институтим.B.B.Куйбышева Установка дл формовани трубчатыхиздЕлий
US4690631A (en) * 1986-03-06 1987-09-01 Hydrotile Machinery Company Packerhead with elastic rollers
EP0388347A2 (fr) * 1989-03-13 1990-09-19 International Pipe Machinery Corporation Machine pour la fabrication de tuyaux en ciment

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* Cited by examiner, † Cited by third party
Title
DATABASE WPI Section PQ, Week 198147 Derwent Publications Ltd., London, GB; Class P64, AN 1981-M1304D XP002351690 -& SU 806 427 A (MOSC ENG-CONS INST) 25. Februar 1981 (1981-02-25) *

Also Published As

Publication number Publication date
ATE483565T1 (de) 2010-10-15
ATE455635T1 (de) 2010-02-15
US7763201B2 (en) 2010-07-27
EP1473129A3 (fr) 2005-12-28
EP1473128B1 (fr) 2010-01-20
ES2339445T3 (es) 2010-05-20
DK1473128T3 (da) 2010-05-25
DK1473129T3 (da) 2011-01-31
EP1473128A3 (fr) 2006-03-22
DE20308360U1 (de) 2003-08-28
DE10314722C5 (de) 2010-03-04
EP1473129B1 (fr) 2010-10-06
DE10314722B3 (de) 2004-09-02
ES2353659T3 (es) 2011-03-03
US20040227274A1 (en) 2004-11-18
DE502004010656D1 (de) 2010-03-11
EP1473129A2 (fr) 2004-11-03
US20040237848A1 (en) 2004-12-02
CA2464231A1 (fr) 2004-09-30
CA2462655A1 (fr) 2004-09-30
DE502004011720D1 (de) 2010-11-18

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