EP0214519B1 - Dispositif de fixation pour sol - Google Patents

Dispositif de fixation pour sol Download PDF

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Publication number
EP0214519B1
EP0214519B1 EP86111514A EP86111514A EP0214519B1 EP 0214519 B1 EP0214519 B1 EP 0214519B1 EP 86111514 A EP86111514 A EP 86111514A EP 86111514 A EP86111514 A EP 86111514A EP 0214519 B1 EP0214519 B1 EP 0214519B1
Authority
EP
European Patent Office
Prior art keywords
wall
pole
anchor bolt
mounting wall
base
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
EP86111514A
Other languages
German (de)
English (en)
Other versions
EP0214519A2 (fr
EP0214519A3 (en
Inventor
Jean-Jacques Bollmann
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 AT86111514T priority Critical patent/ATE50615T1/de
Publication of EP0214519A2 publication Critical patent/EP0214519A2/fr
Publication of EP0214519A3 publication Critical patent/EP0214519A3/de
Application granted granted Critical
Publication of EP0214519B1 publication Critical patent/EP0214519B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2284—Means for adjusting the orientation of the post or pole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/32—Articulated members
    • Y10T403/32254—Lockable at fixed position
    • Y10T403/32262—At selected angle
    • Y10T403/32278—Members rotatable about oblique axes

Definitions

  • the invention relates to a floor fastening device for rods projecting from the floor with a floor body or anchoring body which can be anchored in the floor and which has a bottom wall which can be fixed relative to the floor by a central anchoring or connecting screw and can be rotated about a first axis of rotation standing substantially perpendicular to the floor , above it has an all-round side wall and above a passage opening surrounded by an annular ring ceiling wall running obliquely to the bottom wall, such that the anchoring screw can be inserted through the passage opening, and with a rod support body which has a connection area for the rod at the top, including an all-round one running side wall and below has a complementary annular support surface to the support surface possessing fastening wall, which run to allow rotation by a vertical on the support or support surface
  • the second axis of rotation is provided with a central bore located within the through-hole for the passage of a fastening bolt which firmly connects the fastening wall to the floor body and produces a fixed
  • a rod in the sense of the invention is to be understood as any elongated component which is to be fixedly arranged at one end on the floor.
  • These can be any profiles, including hollow profiles in particular.
  • the term floor fastening device is to be understood in the broadest sense so that it covers not only horizontal and inclined floors, but also vertical or even overhanging walls.
  • the rod support body has to be fastened to the base body by a relatively complicatedly constructed, not particularly strong bayonet-type connection arrangement, so that only relatively light elongated components which do not require great lateral stresses are attached to the rod support body are subject can be arranged.
  • the bayonet-type connection arrangement cannot be dispensed with because the rod support body for operating the central anchoring screw and for inserting or removing it must be open at the top.
  • the aim of the present invention is now to provide a floor fastening device of the type mentioned, in which the floor body on the ground or an anchoring body and the rod support body on the floor body can be fastened with one and the same screw without the actual meaning and purpose of such Floor fastening devices representing relative rotatability of the individual parts is hindered.
  • the force deflection device is designed as a wedge ring with a wedge angle equal to the angle between the two axes of rotation, through which the anchoring screw extends and at its upper one, perpendicular to the axis of the Anchoring screw extending surface of the head of the anchoring screw abuts, the lower wedge surface on the inclined fastening wall preferably abuts all around.
  • the wedge ring which is equipped with two flat end faces, can simply be turned by hand into the rotational position that ensures that it rests on the end faces before the anchoring screw is tightened.
  • a particularly preferred embodiment is characterized in that the force deflection device is formed by a supporting part ball provided in the head region of the anchoring screw, the center of which coincides with the intersection of the two axes of rotation, and complementary partial spherical surfaces on the fastening wall of the rod supporting body, the supporting partial ball and the partial spherical surfaces being expanded in this way and are arranged so that they can transmit the clamping forces on the one hand and on the other hand allow a free relative rotation of the base body and the rod support body when the anchoring screw is loosened, and that the supporting part ball preferably extends up and down at least as far as the part spherical surfaces.
  • a preferred structural embodiment is designed such that the partial spherical surfaces on the edges of the central bore in the fastening wall are designed in the manner of an upwardly open shell and form a ring which is concentric and symmetrical with the second axis of rotation.
  • a special design of the anchoring screw is unnecessary if the supporting part ball is arranged as a separate component on the head region of the anchoring screw.
  • the support part ball provided with a corresponding bore and recesses can simply be pushed onto a commercially available threaded bolt from below.
  • the tension member has an external thread in the area of the central bore and above it and is braced against the surface by a nut lying parallel to the upper surface of the fastening wall.
  • the base body and the rod support body have an essentially circular-cylindrical cross section.
  • the base body and the rod support body have essentially the same outer diameter when their cylinder axes are aligned.
  • the central bore 41 in the bottom wall 13 and the anchoring screw 12 define with their central axes a first axis of rotation 33 which is perpendicular to the surface of the bottom 31 and around which the bottom wall 13 can be rotated into a desired position before the anchoring screw 2 is tightened .
  • a side wall 14 which is circular cylindrical in cross section and which ends in an elliptical annular oblique ring ceiling wall 42 which surrounds a through opening or a circular opening 26.
  • the upper flat bearing surface 18 of the annular ceiling wall 42 represents a section extending obliquely to the first axis of rotation 33, which is at a clear angle of z. B. 22.5 ° to the bottom wall 13.
  • the axis of the opening 26 which is perpendicular to the annular ceiling wall 42 defines a second axis of rotation 24 which intersects the bottom wall 13 at approximately half its radius.
  • the anchoring screw 12 is guided perpendicularly to the bottom wall 13 through the central bore 15 from above, in order to then extend through the bore 41 in the bottom wall 13 into the bottom 31 or a base.
  • a washer 54 is provided under the head 17.
  • the inclination between the upper surface 43 of the mounting wall 23 and the lower surface of the head 17 of the anchoring screw 12 is compensated for by the interposition of a wedge ring 22, the diameter of which is so large that it extends well beyond the diameter of the central bore 15 and on the upper surface 43 of the mounting wall 23 can come into clamping contact.
  • the wedge angle a of the wedge ring 22 is equal to the angle a between the first axis of rotation 33 and the second axis of rotation 24.
  • the end faces 27, 28 of the wedge ring 22 are flat.
  • a turntable 9 is expediently attached for adjustability by hand, which protrudes radially beyond the screw head 17.
  • the rotary plate 9 can be formed by the disk 54 which is designed with a correspondingly larger diameter, but which is then non-rotatably attached to the wedge ring 22.
  • the wedge ring 22 should be somewhat higher than that shown in FIG. 1, so that more space is available on the left for the radial extension of the rotary plate 9.
  • the base body 11 with the rod support body 16 placed thereon is brought to the desired location on the base 31.
  • the wedge ring 22 is first loosely screwed to the base 31 with the anchoring screw 12 through the central bore 15 or 41.
  • the base body 11 is rotated about the axis 33 and the rod support body 16 about the second axis of rotation 24 into the desired position.
  • the anchoring screw 12 is tightened, the rod support body 16 being pressed against the base body 11 and the base body 11 against the base 31 in one operation is so that the rotational position once set is fixed.
  • this bore is designed as a cone 44, widening from top to bottom.
  • the plug connection 25, 26 proves to be special for proper handling of the floor fastening device shown expedient, because this ensures a perfect rotation around the second axis 24, which, however, is also given to a certain extent by the upper edge 46 of the cone 44.
  • the plug connection 25, 26, however, has much larger guide surfaces.
  • the floor fastening device After tightening the anchoring screw 12 by means of a suitably shaped screw head, e.g. B. the hexagon-shaped head 17, the floor fastening device according to the invention has the correct angular extent relative to the floor 31, so that now the rod 45 to be attached to the floor fastening device can be applied to the position shown in FIG. 1. Due to the correct adjustment of the floor fastening device, the rod 45 now automatically has the correct angular position relative to the floor 31. In FIG. 1, the bar 45 extends perpendicular to the floor 31.
  • the floor body 11 can be rotatably arranged in an anchoring body 32 fastened in the floor 31.
  • the anchoring body 32 is flush with the base 31 at the top, but has, radially on the inside, an annular recess 34 which is concentric with the first axis of rotation 33 and into which a complementary annular projection 35 is introduced on the base body 11 to form a suitable rotary guide around the axis 33.
  • the support and support surfaces 18, 19 are not formed on an annular ceiling wall, but rather on the upper end face of the side wall 14.
  • a jamming-free fastening of the individual components is ensured in the embodiment according to FIG. 2 in that a support part ball 22 'is arranged concentrically on the head 17 of the anchoring screw 12, the center of which coincides with the intersection 47 of the axes of rotation 33, 24.
  • the supporting part ball 22 ′ ends at the circumference of the anchoring screw 12, while it is cut off horizontally at the top, specifically where the spherical surfaces no longer have a function to be performed.
  • the head 17 has a tool insertion opening in the form of a hexagon, which is coaxial with the axis of rotation 33 and into which through the access opening 36 z. B. a hex key can be inserted.
  • the central bore in the fastening wall 23 or in the annular projection 25 is delimited by an annular partial spherical surface 22 ′′ which is complementary to the supporting partial ball 22 ′.
  • the partial spherical surface 22 ′′ begins approximately on the lower end face of the annular projection 25 and then extends in the direction of the rod support body 16 with respect to the intersection 47 over an angle of approximately 30 °.
  • the partial spherical surface 22 ' is concentric and symmetrical with respect to the second axis of rotation 24.
  • the supporting partial ball 22' must extend circumferentially to such an extent that, for each rotational position of the rod support body 16 relative to the base body 11, the partial spherical surface 22 "completely in the region of the supporting partial ball 22 'in sliding or clamping intervention.
  • partial spherical surfaces 22 "at least partially engage under the supporting partial ball 22 'in the manner shown in FIG. 2, so that when the anchoring screw 12 is tightened, the supporting partial ball 22' via the partial spherical surface 22" clamping forces both in the direction of the first axis of rotation 33 and in the direction of the second axis of rotation 24 can exert the rod support body 16 or the floor body 11.
  • partial spherical surfaces 22 may only be pulled upwards in the circumferential direction, i.e. away from the floor body 11, so that the supporting partial ball 22 'can still be placed on the partial spherical surfaces 22' from above.
  • Assembly and use of the embodiment according to FIG. 2 correspond to the assembly of the embodiment according to FIG. 1, with this embodiment also preventing jamming without the operator having to do anything.
  • the support part ball 22 ' is designed as a separate component shown in detail in FIG. 3, through which a suitable series-produced anchoring screw 12 can be inserted.
  • the support part ball 22 ′ as shown in FIG. 3, has to be specially manufactured, the step shoulder 10 being particularly important for the support of the screw head 17.
  • the force deflection device 22 ′′ being formed by the bent end region 51 of the anchoring screw 12.
  • the angled region 51 extends through the central bore 15 when viewed from above and then goes into the Anchoring screw 12.
  • the angle of the angled area 51 is equal to the angle a between the axes of rotation 24, 33.
  • a nut 53 is screwed onto the angled area 51 and acts on the upper surface 43 of the fastening wall 23 via a washer 54.
  • This simplified design also ensures that the washer 54 or the nut 53 presses flat on all sides onto the flat upper surface 43 of the fastening wall 23 and, at the same time, the required tensile force for anchoring the floor body 11 in the floor can also be transmitted.
  • the upper region of the anchoring screw 12 and in particular the angled region 51 in the region of the angled portion are located at 55 in FIG. 4 directly on the lower edge of the central bore 15, ie Support on the mounting wall 23, as shown in detail in Fig. 4.
  • the anchoring screw 12 is first screwed into the ground or the anchoring body by gripping the pulling part 51 to the required depth. The screwing process is ended as soon as the angled region 51 has reached the positions shown in FIG. 4. Then the washer 54 and the nut 53 can then be applied and tightened after the base body 11 and the rod support body 16 have been rotated accordingly.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Floor Finish (AREA)
  • Road Signs Or Road Markings (AREA)
  • Hydrogenated Pyridines (AREA)
  • Heterocyclic Compounds Containing Sulfur Atoms (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Connection Of Plates (AREA)
  • Clamps And Clips (AREA)
  • Body Structure For Vehicles (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Piles And Underground Anchors (AREA)
  • Bridges Or Land Bridges (AREA)
  • Foundations (AREA)

Claims (9)

1. Dispositif d'ancrage de poteaux dans le sol (31), ce dispositif se composant d'un socle ou corps d'ancrage (11) qui présente en bas une embase (13) à fixer par rapport au sol par une vis centrale d'ancrage ou de jonction (12) et tournant autour d'un premier axe de rotation (33) qui est essentiellement perpendiculaire au sol, là-dessus une paroi latérale (14) qui l'entoure, et en haut un passage (26) entouré d'une paroi de recouvrement (42) circulaire s'étendant obliquement à l'embase; le passage présentant une dimension telle qu'elle permet d'introduire la vis d'ancrage, et comportant un corps porteur de poteaux (16), qui présente en haut une zone de jonction du poteau, en dessous une paroi latérale qui l'entoure, et en bas une paroi de fixation (23) comportant une surface de support circulaire complémentaire à la surface d'appui, cette dernière, afin de permettre une rotation autour d'un deuxième axe (24), perpendiculaire à la surface d'appui ou de support, étant pourvue d'un orifice central (15) situé à l'intérieur du passage pour l'introduction d'un boulon de fixation permettant de réaliser une connexion solidaire entre le socle et la paroi de fixation et une jonction stable par serrage axial entre la surface d'appui (18) et la surface de support (19); ce boulon de fixation étant axialement serré contre la paroi de fixation et accessible par un orifice d'entrée (36) dans la partie supérieure du corps porteur de poteaux, une jonction enfichable axiale à symetrie de révolution, concentrique au deuxième axe de rotation, étant avantageusement prévue radialement hors de l'orifice central entre la paroi de recouvrement annulaire et la paroi de fixation, au moyen duquel le socle (11) et le corps porteur de poteaux (16) sont reliés de manière assurer un mouvement de rotation autour du deuxième axe de rotation, toutefois radialement non-déplacables, caractérisé en ce que, pour accomplir simultanément le fonctionnement du boulon de fixation, de passer la vis d'ancrage (12) par l'orifice central (15) de la paroi de fixation (23), étant ainsi en adhérence dans sa région supérieure avec un dispositif de renvoi d'efforts (22; 22', 22"; 22"') qui transmet la composante, s'étendant perpendiculairement à la surface d'appui et de support (18, 19) de la force de tension qui agit en direction axiale de la vis d'ancrage (12), du moins en partie sur la paroi de fixation (23). Ce dispositif de renvoi d'efforts étant sans blocage, dans toutes les positions de rotation relatives du socle (11) et du corps porteur de poteaux (16), dans l'adhérence, s'étendant perpendiculairement à la paroi de fixation ou respectivement en direction axiale de la vis d'ancrage (12), non seulement avec le corps porteur de poteaux (16) mais aussi avec la vis d'ancrage (12).
2. Dispositif d'ancrage de poteaux selon la revendication 1, caractérisé en ce que le dispositif de renvoi d'efforts se compose d'une bague de calage (22) comprenant un angle de calage (a) égal à l'angle entre les deux axes de rotation (24, 33), à travers de laquelle s'étend la vis d'ancrage (12), et en ce que à la surface (28) supérieure de cette dernière qui est perpendiculaire à l'axe (33) de la vis d'ancrage (12), s'applique la tête (17) de la vis d'ancrage (12); la face de calage (38) inférieure s'appuyant, de préférence, à l'entour sur la paroi de fixation (23) oblique.
3. Dispositif d'ancrage de poteaux selon la revendication 1, caractérisée en ce que le dispositif de renvoi d'efforts consiste en une calotte sphérique de support (22') prévue dans la région supérieure de la vis d'ancrage (12), dont le centre coïncide avec le point d'intersection des deux axes de rotation (24, 33), et en des surfaces partielles sphériques (22") complémentaires situées sur la paroi de fixation (23) du corps porteur de poteaux (16), la calotte sphérique de support (22') et les surfaces partielles sphériques (22") étant étendues et disposées de manière à permettre, d'une part, la transmission des efforts de tension, et, d'autre part, une rotation relative libre du socle (11) et du corps porteur de poteaux (16) avec la vis d'ancrage (12) relâchée, et en ce que la calotte sphérique de support (22') présente en haut et en bas de préférence au moins la même extension que les surfaces partielles sphériques (22").
4. Dispositif d'ancrage de poteaux selon la revendication 6, caractérisé en ce que les surfaces partielles sphériques (22") sur les bords de l'orifice central (15) dans la paroi de fixation (23) sont développées en forme d'une coupe et constituent un anneau symétrique et concentrique au deuxième axe de rotation (24).
5. Dispositif d'ancrage de poteaux suivant l'une quelconque des revendications 3 et 4, caractérisé en ce que la calotte sphérique de support (22') dans la région supérieure de la vis d'ancrage (12) est disposée sous forme d'un élément isolé.
6. Dispositif d'ancrage de poteaux selon la revendication 1, caractérisée en ce que le dispositif de renvoi d'efforts est constitué par un élément de traction (51) à l'extremité supérieure de la vis d'ancrage (12), coudée autour de l'angle formé par les deux axes de rotation (24, 33), et en ce que l'élément de traction (51) prend par l'orifice central (15) et est haubanné contre la surface supérieure (43) de la paroi de fixation (23).
7. Dispositif d'ancrage de poteaux selon la revendication 6, caractérisé en ce que l'élément de traction (51), dans la région de l'orifice central (15) et au-dessus, est munie d'un filet extérieur et qu'il est haubanné contre ladite surface (43) au moyen d'un écrou (53) situé parallèlement à la surface supérieure (43) de la paroi de fixation (23).
8. Dispositif d'ancrage de poteaux selon la revendication 7, caractérisé en ce que l'élément de traction (51) peut consister en une partie supérieure coudée de la vis d'ancrage (12) même.
9. Dispositif d'ancrage de poteaux suivant l'une quelconque des revendications précédentes, caractérisé en ce que une autre jonction enfichable (34, 35) axiale, à symetrie de revolution et concentrique au premier axe de rotation (33) est aussi prévue entre l'embase (13) du socle (11) et un corps d'ancrage (32) monté dans le sol (31).
EP86111514A 1985-08-30 1986-08-20 Dispositif de fixation pour sol Expired - Lifetime EP0214519B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86111514T ATE50615T1 (de) 1985-08-30 1986-08-20 Bodenbefestigungsvorrichtung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19853531087 DE3531087A1 (de) 1985-08-30 1985-08-30 Bodenbefestigungsvorrichtung
DE3531087 1985-08-30

Publications (3)

Publication Number Publication Date
EP0214519A2 EP0214519A2 (fr) 1987-03-18
EP0214519A3 EP0214519A3 (en) 1987-08-19
EP0214519B1 true EP0214519B1 (fr) 1990-02-28

Family

ID=6279803

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86111514A Expired - Lifetime EP0214519B1 (fr) 1985-08-30 1986-08-20 Dispositif de fixation pour sol

Country Status (9)

Country Link
US (1) US4662139A (fr)
EP (1) EP0214519B1 (fr)
JP (1) JPS6255324A (fr)
AT (1) ATE50615T1 (fr)
AU (1) AU586497B2 (fr)
CA (1) CA1281166C (fr)
DE (2) DE3531087A1 (fr)
ES (1) ES2002276A6 (fr)
NO (1) NO166197C (fr)

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CN106320367A (zh) * 2016-10-11 2017-01-11 北京健安诚岩土工程有限公司 可更换锚杆的预应力岩石锚杆基础
CN106320362A (zh) * 2016-10-11 2017-01-11 北京健安诚岩土工程有限公司 一种锚栓组件

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DE20303055U1 (de) * 2003-02-25 2003-07-17 Chen Benjamin Netzpfosten
ATE428887T1 (de) * 2006-07-24 2009-05-15 Dambach Werke Gmbh Universell einstellbare halterungsvorrichtung
DE102010038311A1 (de) * 2010-07-23 2012-01-26 Aloys Wobben Schutzfuß für ein Stückgut, insbesondere Betonturmsegmente
DE102012102821A1 (de) * 2012-03-30 2013-10-02 Werner Möbius Engineering GmbH Vorrichtung zur Ausrichtung von Offshore-Windkraftanlagen
US20150090055A1 (en) * 2013-09-30 2015-04-02 GOJO Industries, Inc., Universal mounting assembly for sensing device
US11319724B2 (en) * 2019-08-01 2022-05-03 Tindall Corporation System and method for coupling a post to a foundation
CN113481987A (zh) * 2021-08-01 2021-10-08 尹杰 一种倒片式抗浮锚杆

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320367A (zh) * 2016-10-11 2017-01-11 北京健安诚岩土工程有限公司 可更换锚杆的预应力岩石锚杆基础
CN106320362A (zh) * 2016-10-11 2017-01-11 北京健安诚岩土工程有限公司 一种锚栓组件
CN106320367B (zh) * 2016-10-11 2018-08-24 北京健安诚岩土工程有限公司 可更换锚杆的预应力岩石锚杆基础
CN106320362B (zh) * 2016-10-11 2019-07-26 北京健安诚岩土工程有限公司 一种锚栓组件

Also Published As

Publication number Publication date
EP0214519A2 (fr) 1987-03-18
AU6201086A (en) 1987-03-05
ES2002276A6 (es) 1988-08-01
DE3531087A1 (de) 1987-03-05
NO863481D0 (no) 1986-08-29
NO166197B (no) 1991-03-04
US4662139A (en) 1987-05-05
EP0214519A3 (en) 1987-08-19
NO863481L (no) 1987-03-02
NO166197C (no) 1991-06-12
JPS6255324A (ja) 1987-03-11
CA1281166C (fr) 1991-03-12
AU586497B2 (en) 1989-07-13
DE3669185D1 (de) 1990-04-05
ATE50615T1 (de) 1990-03-15
DE3531087C2 (fr) 1993-07-01

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