EP0369129B1 - Panneau de coffrage - Google Patents

Panneau de coffrage Download PDF

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Publication number
EP0369129B1
EP0369129B1 EP89116721A EP89116721A EP0369129B1 EP 0369129 B1 EP0369129 B1 EP 0369129B1 EP 89116721 A EP89116721 A EP 89116721A EP 89116721 A EP89116721 A EP 89116721A EP 0369129 B1 EP0369129 B1 EP 0369129B1
Authority
EP
European Patent Office
Prior art keywords
stiffening
girders
form panel
cross
stiffening girders
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP89116721A
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German (de)
English (en)
Other versions
EP0369129A1 (fr
Inventor
Johann Badstieber
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.)
Individual
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to AT89116721T priority Critical patent/ATE81539T1/de
Publication of EP0369129A1 publication Critical patent/EP0369129A1/fr
Application granted granted Critical
Publication of EP0369129B1 publication Critical patent/EP0369129B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/04—Forming boards or similar elements the form surface being of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal

Definitions

  • the invention relates to a formwork panel with peripheral profiles running around its edges and between these stiffening girders arranged to stiffen the formlining, and with tensioning points penetrating the formwork panel for inserting formwork tie rods, which tensioning points are arranged at a distance from the edge profiles, with a cross connection at each tensioning point in the assembly position is provided on two spaced stiffening beams.
  • Such a panel is known from US-A-4,744,541.
  • perforations penetrating the formlining between two parallel stiffening girders are known for inserting formwork tie rods.
  • wedge elements which can be moved transversely to these are provided, which overlap the two parallel stiffening girders on their rear sides facing away from the formlining and thus bring about the introduction of the forces from the formwork tie rods onto the stiffening girders. This means that the wedge element must be removed to release the formwork tie to release the formwork panel to release the formwork tie rods.
  • the perforation in the formlining weakened the formwork panel.
  • the formwork panel mentioned at the outset is characterized in that the cross-connection is arranged as a cross member fastened between the two stiffening members.
  • the tensioning point preferably a plurality of tensioning points, located on this cross connection, which is designed as a cross member Distance to the outer edge profiles, i.e. without their impairment, without instead weakening or impairing the stiffening girders and without having to attach a bridging element to two parallel stiffening girders both when shuttering and when stripping.
  • the tension points are even reinforced by the cross connection.
  • this formwork panel horizontally in the area near the ground without preventing or complicating the installation of the formwork tie rods there.
  • joint tapes and the like can be provided in the region of the joints between adjacent formwork panels without hindering tensioning there. Nevertheless, the forces emanating from the formwork tie rods are easily introduced into the formwork panel, and the tensioning forces emanating from the formwork tie rods can advantageously be distributed over two preferably parallel stiffening girders without having to provide a clamping point directly on a stiffening girder.
  • stiffening girders have a corresponding outer cross-sectional shape and if at least one of the two stiffening girders connected to the cross connection is reinforced compared to the other stiffening girders and / or has a larger material cross section.
  • This enables the forces emanating from the formwork tie rods to be introduced without any problems.
  • the overall appearance of the formwork panel is uniform with respect to the stiffening brackets, so that possibly attacking supports, belts and the like can be attached to all of these stiffening brackets with corresponding fastening means or transition pieces on these stiffening brackets.
  • stiffening girders running between the edge profiles are expediently arranged parallel to one another and to one of the edges of the formwork panel and, in the position of use, run particularly horizontally - accordingly vertically with the arrangement lying flat - and the cross connections with the tensioning points are expediently arranged approximately at right angles between two parallel stiffening girders.
  • these cross connections are as short as possible and guide the clamping forces to the two parallel bracing members in a correspondingly short way.
  • the stiffening beams can be approximately U-shaped or trapezoidal Have cross-section, the opening of this cross-section being closed by the formlining, which overall leads to good stiffening of the formwork panel in a known manner, and perforations for attaching accessories can be provided on the crossbars of the stiffening girders facing away from the formwork panel. Since the outer contour of all stiffening brackets essentially coincides, that is to say that the reinforced stiffening brackets do not have a different outer contour, these accessories and in particular their connecting connections to these stiffening brackets need not be designed differently.
  • a particularly simple implementation of the invention can provide that the U-shaped or trapezoidal stiffening girders in the region of the tensioning point are formed from thicker sheet metal than the other stiffening girders for their reinforcement.
  • stiffening webs, sheets or the like are inserted, in particular welded, into their hollow cross section. If this measure alone is sufficient to reinforce the stiffening girder, it can itself advantageously be made from the same sheet or the same rolled profile as the other, unreinforced stiffening girders of the formwork panel.
  • An increase in the outer dimensions of the formwork panel can be made possible by the fact that beams run approximately in the middle parallel to the preferably vertical edge profiles, which the stiffening beams meet from both sides and in particular are butt-welded.
  • the externally arranged edge frame is not sufficient, but to a certain extent two such frames are provided, between which the stiffening girders then run, it is advantageous that the tensioning points are not provided in the profiles running around the edge, but offset inwards, because otherwise the distance between two clamping points would be too large or there would be too many clamping points, namely if a third clamping point would also be provided between two clamping points located on the edge profiles and on the profiles located in the middle of this enlarged panel.
  • the repositioning of the tensioning points away from the edges of the formwork panel also permits the arrangement of only two tensioning points lying next to one another at the same height, even with such an enlarged formwork panel, the forces emanating from the formwork tie rods then being introduced into the reinforced stiffening beams.
  • connection elements and additionally have transverse perforations for connection bolts, crane or transport attachments or the like. These transverse perforations, by means of which, for example, two formwork panels arranged next to one another in a plane can be connected, can be provided at any point, since the presence of tensioning points does not have to be taken into account.
  • a further or additional measure for reinforcing stiffening girders which can advantageously also be carried out for the stiffening girders that are not directly in the area of the tensioning point, but above all also helps to be able to absorb the tensioning forces on the stiffening girders close to the tensioning point, may consist in that the transverse web provided on the U-shaped or trapezoidal stiffening girders facing away from the formlining has a bead or the like. Deformation, in particular a trough-shaped cross-sectional shape, this trough being concave, in particular when viewed from the outside.
  • a formwork panel with high rigidity results, in which the clamping points can be placed so cheaply that rectangular formwork panels can also be used lying down without the formwork tie rods being too close to the ground or in the area of joint sheets or the like.
  • the clamping forces can still be absorbed well.
  • the stiffening brackets have a matching outer shape, so that any stiffening brackets, including the reinforced, additional parts can be easily connected with matching fastening elements.
  • a formwork panel 1 has on its edges circumferential, cross-sectionally hollow edge profiles 2 (cf. especially FIG. 2) and stiffening supports 4 and 5 arranged between them for stiffening the formlining 3. Furthermore, on the formwork panel 1 these are penetrating clamping points 6 for pushing through Formwork tie rods are provided, which are designed as perforations and sleeves 7.
  • Fig. 1 it can be seen that the clamping points 6 are arranged at a distance from the edge profiles 2 on or at a stiffening beam 4,
  • Fig. 2 illustrates that the stiffening beams 4 and 5 have a corresponding outer cross-sectional shape, but that the or the stiffening beams 4 are reinforced in the area of the respective clamping point 6 and / or have a larger material cross section.
  • a cross-connection 8 is welded between two spaced and parallel stiffening beams 4, which the clamping place 6, and that at least one of the two with the cross-connection 8 stiffening beam 4 is reinforced compared to the other stiffening beams 5.
  • the tensioning force is thus transmitted to the reinforced stiffening girder 4 via this cross connection 8.
  • the cross-connection 8 is a hollow profile, expediently even a hollow profile that is closed on all sides, and the tensioning point 6 is formed by the sleeve 7, which already passes through this hollow profile.
  • the outside 8a of the cross connection 8 is expediently arranged at the same height as the outer webs 4a of the stiffening webs 4, so that the tensioning forces exerted, for example, by a tension nut on the cross connection 8 are introduced into the stiffening beam 4 over the entire height.
  • the stiffening brackets 4 and 5 running between the edge profiles 2 are arranged parallel to one another and to one of the edges of the formwork panel 1 and, as shown in FIG. 1, generally run horizontally in the position of use.
  • the cross connections 8 with the clamping points 6 are arranged approximately at right angles between two parallel stiffening beams 4.
  • the stiffening beams 4 and 5 have an approximately U-shaped or - as can be seen in FIG. 2 - trapezoidal cross section, the opening of this cross section being closed by the formlining 3.
  • the U-shaped or trapezoidal stiffening beams 4 in the area of the clamping point 6 can be formed from thicker sheet metal than the other stiffening beams 5 to reinforce them.
  • Fig. 2 shows that, however, additionally or instead of reinforcing the or the bracing brackets 4 near the clamping point, bracing webs 10 or bracing plates or the like can be inserted, in particular welded, in their hollow cross section. This would also allow reinforcement of the stiffening beams 4, which are made from the same sheet thickness as the stiffening beams 5.
  • a further reinforcement of the stiffening girder 4 results from the fact that the transverse web 4 a facing away from the formlining 3 has a bead or the like. In the exemplary embodiment it has an approximately groove-shaped cross-sectional shape, this groove being concave when seen from the outside. So that all stiffening beams 4 and 5 have the desired matching outer cross-sectional shape, the stiffening beams 5 also have this bead on the crossbar 5a.
  • a formwork panel 1 is shown of particularly large dimensions, in which the invention and in particular the arrangement of the clamping points at a distance from the edges is particularly advantageous. It is in fact sufficient, in spite of the practically doubled width of the formwork panel 1, if only two such tensioning points are present at the two altitudes in which tensioning points 6 are provided. Both the spacing of these tensioning points from one another and from the tensioning points of adjacent formwork panels is nevertheless not too great, which should be feared if the tensioning points were provided directly on the edge profiles 2.
  • this enlarged formwork panel 1 run approximately in the middle parallel to the vertical edge profiles 2 beams 11, which meet the stiffening beams 4 and 5 from both sides and in particular are butt welded.
  • the edge profiles 2 are provided for the engagement of clamps or the like. Connection elements and are provided with a channel-shaped indentation 12 for the engagement of the clips. In addition, they have cross holes reinforced by sleeves 13 for connecting bolts, crane or transport attachments, which can easily be tolerated at these edge webs 2 because they are not weakened by tension points penetrating them.
  • Fig. 2 shows that the clamping point 6 is arranged outside the center of the cross-connection 8 and indeed closer to the center of the formwork panel 1, that is also closer to a stiffening beam 4 further away from the edge profile 2.
  • the desired distance of the tensioning point from the corresponding edge of the formwork panel is increased somewhat, so that joint plates or the like can be provided without problems, without hindering the attachment of the formwork tie rod and without the formwork tie rod having the dimensions of such a joint plate or the like. limited.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Laminated Bodies (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Holo Graphy (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Paints Or Removers (AREA)
  • Polymers With Sulfur, Phosphorus Or Metals In The Main Chain (AREA)
  • Control Of Motors That Do Not Use Commutators (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Selective Calling Equipment (AREA)
  • Chairs For Special Purposes, Such As Reclining Chairs (AREA)
  • Dowels (AREA)
  • Stringed Musical Instruments (AREA)
  • Finger-Pressure Massage (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Display Devices Of Pinball Game Machines (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Bridges Or Land Bridges (AREA)
  • Panels For Use In Building Construction (AREA)
  • Materials For Medical Uses (AREA)
  • Organic Insulating Materials (AREA)
  • Paper (AREA)
  • Aerials With Secondary Devices (AREA)

Claims (12)

  1. Panneau de coffrage (1) comprenant sur ses bords des profilés de bord (2) qui l'entourent et des poutres de raidissement (4, 5) disposées entre ceux-ci pour raidir la surface coffrante (3), ainsi que des endroits de fixation (6) traversant le panneau de coffrage (1) pour l'enfoncement de tirants de coffrage, lesdits endroits de fixation (6) étant disposés à distance des profilés de bord (2), dans lequel il est prévu en un point de fixation (6), en position de montage, un raccord transversal sur deux poutres de raidissement (4) distantes l'une de l'autre, caractérisé en ce que le raccord transversal (8) en tant que poutre transversale, est fixé entre deux poutres de raidissement (4).
  2. Panneau de coffrage selon la revendication 1, caractérisé en ce que les poutres de raidissement (4, 5) ont toutes la même forme de section transversale extérieure qui coïncide et en ce que l'une au moins des deux poutres de raidissement (4), reliées au raccord transversal (8), est renforcée par rapport aux autres poutres de raidissement (5) et/ou comporte plus de matière en section transversale.
  3. Panneau de coffrage selon la revendication 1 ou 2, caractérisé en ce que le raccord transversal (8) est un profilé creux, de préférence un profilé creux fermé de tous côtés, qui vient s'aligner en particulier bord à bord sur les surfaces latérales des poutres de raidissement (4), où il est de préférence soudé et en ce que l'endroit de fixation (6) est formé par un manchon (7) qui traverse le profilé creux.
  4. Panneau de coffrage selon l'une des revendications 1 à 3, caractérisé en ce que le côté extérieur ( 8a ) du profilé creux formant le raccord transversal (8) est situé à la même hauteur que les semelles extérieures (4a) des poutres de raidissement (4).
  5. Panneau de coffrage selon l'une des revendications 1 à 4, caractérisé en ce que les poutres de raidissement (4, 5) s'étendant entre les profilés de bord (2), sont parallèles entre elles et parallèles à l'un des bord du panneau de coffrage (1) et s'étendent en particulier horizontalement, dans la position d'utilisation et en ce que les raccords transversaux (8) comprenant les endroits de fixation (6), sont disposés sensiblement à angle droit entre deux poutres de raidissement parallèles (4).
  6. Panneau de coffrage selon l'une des revendications 1 à 5, caractérisé en ce que les poutres de raidissement (4, 5) ont une section transversale sensiblement en U ou trapézoïdale, l'ouverture de cette section transversale étant fermée par la surface coffrante (3) et en ce que des trous (9) destinés à la pose d'accessoires sont prévus sur les semelles extérieures (4a, 5a) de ces profilés, qui sont opposées à la surface coffrante (3).
  7. Panneau de coffrage selon les revendications 1 à 6, caractérisé en ce qu'en vue de leur renforcement, les poutres de raidissement (4) en U ou trapézoïdales, sont réalisées, dans la région de l'endroit de fixation (6), en tôle plus épaisse que les autres poutres de raidissement (5).
  8. Panneau de coffrage selon l'une des revendications 1 à 7, caractérisé en ce que des poutres (11) s'étendent parallèlement aux profilés de bord (2), de préférence verticaux, et à peu près en leur milieu, poutres sur lesquelles les poutres de raidissement (4, 5) parviennent des deux côtés et sont en particulier soudées bout à bout sur celles-ci.
  9. Panneau de coffrage selon l'une des revendications 1 à 8, caractérisé en ce que les profilés de bord (2) sont prévus pour la pose de serre-joints, de pinces ou d'éléments de liaison similaires et en ce qu'ils comportent des trous transversaux supplémentaires destinés à des boulons de raccordement ou à l'accrochage à des grues ou des moyens de transport ou similaires.
  10. Panneau de coffrage selon l'une des revendications 1 à 9, caractérisé en ce que pour renforcer la ou les poutre(s) de raidissement (4), proche(s) des endroits de fixation, des bandes de raidissement (10), des tôles de raidissement ou similaires sont introduites, en particulier soudées, dans leur section transversale creuse.
  11. Panneau de coffrage selon l'une des revendications 1 à 10, caractérisé en ce que la semelle transversale (4a, 5a) qui est prévue sur les poutres de raidissement (4, 5) en U ou trapézoïdales et qui est opposée à la surface coffrante (3), comporte au moins une moulure ou une déformation qui s'étend dans la direction longitudinale des poutres et qui présente en particulier une section transversale sensiblement en forme de gouttière, cette gouttière étant en particulier concave, vue de l'extérieur.
  12. Panneau de coffrage selon l'une des revendications précédentes, caractérisé en ce que l'endroit de fixation (6) est situé à l'extérieur du milieu du raccord transversal (8), de préférence plus près du milieu du panneau de coffrage (1) et d'une poutre de raidissement (4) qui se trouve à cet endroit.
EP89116721A 1988-11-12 1989-09-09 Panneau de coffrage Expired - Lifetime EP0369129B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89116721T ATE81539T1 (de) 1988-11-12 1989-09-09 Schaltafel.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3838488A DE3838488A1 (de) 1988-11-12 1988-11-12 Schaltafel
DE3838488 1988-11-12

Publications (2)

Publication Number Publication Date
EP0369129A1 EP0369129A1 (fr) 1990-05-23
EP0369129B1 true EP0369129B1 (fr) 1992-10-14

Family

ID=6367100

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89116721A Expired - Lifetime EP0369129B1 (fr) 1988-11-12 1989-09-09 Panneau de coffrage

Country Status (24)

Country Link
US (1) US5160640A (fr)
EP (1) EP0369129B1 (fr)
JP (1) JPH03503556A (fr)
KR (1) KR960004042B1 (fr)
CN (1) CN1018009B (fr)
AT (1) ATE81539T1 (fr)
AU (1) AU633855B2 (fr)
CA (1) CA2002730A1 (fr)
DE (2) DE3838488A1 (fr)
DK (1) DK165257C (fr)
EG (1) EG18702A (fr)
ES (1) ES2019255T3 (fr)
FI (1) FI911019A0 (fr)
GR (1) GR3006117T3 (fr)
HK (1) HK9594A (fr)
HU (1) HU210035B (fr)
IL (1) IL92262A (fr)
LV (1) LV10800B (fr)
MY (1) MY104471A (fr)
NO (1) NO178239C (fr)
PT (1) PT92274B (fr)
RU (1) RU2032801C1 (fr)
SG (1) SG141393G (fr)
WO (1) WO1990005224A1 (fr)

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AT513425B1 (de) * 2013-03-21 2015-10-15 Harsco Infrastructure Services Gmbh Schaltafel mit Kunststoffschalhaut
DE102013107303B4 (de) * 2013-07-10 2024-06-06 Polytech Gmbh Schaltafel für Betonierungsschalungen
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KR101660909B1 (ko) * 2015-04-08 2016-09-29 주식회사 디랙스 트레드밀
CN104863350B (zh) * 2015-04-21 2017-03-08 董卫莹 塑钢模板
RU169183U1 (ru) * 2016-06-03 2017-03-09 Константин Валерьевич Тарасов Щит опалубки
CN107268981B (zh) * 2017-07-17 2019-09-03 浙江宝杰环保科技有限公司 一种方便脱模的混凝土模板
CN212897537U (zh) * 2017-08-01 2021-04-06 旺财有限公司 模板嵌板框架
EP3653810B1 (fr) 2018-11-15 2024-05-08 DOKA GmbH Panneau de coffrage, système de coffrage et procédé de montage d'un tirant
DE102019104315A1 (de) * 2019-02-20 2020-08-20 Paschal-Werk G. Maier Gmbh Schalungselement und Schalungsbaukasten
MA55876A (fr) * 2019-05-07 2022-03-23 Peri Se Pince d'alignement et ensemble connecteur de tirant pour panneaux de coffrage
CN112030783A (zh) * 2020-08-21 2020-12-04 盐城工学院 一种桥梁加固结构
CN113107189B (zh) * 2021-04-16 2023-01-03 山东华铝模板有限公司 一种铝模板结构
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JPS5319279Y2 (fr) * 1973-07-20 1978-05-22
US3899155A (en) * 1973-10-23 1975-08-12 Edward B Ward Concrete form panels with hollow reinforcing ribs
SE401702B (sv) * 1976-09-24 1978-05-22 Dahlstrom Claes Inge Sigfrid Gjutformselement
DE8107576U1 (de) * 1981-03-16 1981-08-20 Stahlbau Löw GmbH & Co KG, 7129 Güglingen "schalelement aus metall-traggeruest und schaltafeln"
DE3129838A1 (de) * 1981-07-29 1983-02-17 Maltry, Theodor H., 5620 Velbert Schalungselement fuer stahlbetonkonstruktionen
DE3630650A1 (de) * 1986-05-02 1987-11-05 Knopf Karl Horst Verwendung eines druckentkorkers, entsprechende flaschenzapfvorrichtung sowie diese umfassende getraenkezapfeinrichtung
US4744541A (en) * 1986-05-12 1988-05-17 Western Forms, Inc. Multiple purpose concrete form
DE3638537A1 (de) * 1986-11-11 1988-05-19 Noe Schaltechnik Kg Schaltafel
DE8630650U1 (de) * 1986-11-15 1987-01-08 NOE-Schaltechnik KG, 7334 Süssen Schaltafel für Bauzwecke

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2597650C1 (ru) * 2015-08-06 2016-09-20 Валентин Владимирович Кан Каркас щита опалубки

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DK35491A (da) 1991-02-28
NO911827L (no) 1991-05-10
HK9594A (en) 1994-02-09
DK165257B (da) 1992-10-26
LV10800A (lv) 1995-08-20
DK35491D0 (da) 1991-02-28
ES2019255A4 (es) 1991-06-16
NO178239C (no) 1996-02-14
US5160640A (en) 1992-11-03
LV10800B (en) 1995-12-20
JPH03503556A (ja) 1991-08-08
FI911019A0 (fi) 1991-02-28
IL92262A (en) 1991-06-10
KR960004042B1 (ko) 1996-03-25
CN1045833A (zh) 1990-10-03
KR900702160A (ko) 1990-12-06
HU896065D0 (en) 1992-04-28
SG141393G (en) 1994-10-14
EP0369129A1 (fr) 1990-05-23
GR3006117T3 (fr) 1993-06-21
ATE81539T1 (de) 1992-10-15
DE3838488A1 (de) 1990-05-17
HU210035B (en) 1995-01-30
WO1990005224A1 (fr) 1990-05-17
NO178239B (no) 1995-11-06
ES2019255T3 (es) 1993-05-01
CN1018009B (zh) 1992-08-26
IL92262A0 (en) 1990-07-26
DE58902461D1 (de) 1992-11-19
PT92274A (pt) 1990-05-31
MY104471A (en) 1994-04-30
DK165257C (da) 1993-03-08
CA2002730A1 (fr) 1990-05-12
AU633855B2 (en) 1993-02-11
RU2032801C1 (ru) 1995-04-10
PT92274B (pt) 1995-08-09
HUT60355A (en) 1992-08-28
AU4428189A (en) 1990-05-28
EG18702A (en) 1993-12-30
NO911827D0 (no) 1991-05-10
DE3838488C2 (fr) 1991-07-18

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