EP0968341A1 - Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten - Google Patents
Zerlegbares gerüst mit auf querstreben angeordneten bodenplattenInfo
- Publication number
- EP0968341A1 EP0968341A1 EP98917001A EP98917001A EP0968341A1 EP 0968341 A1 EP0968341 A1 EP 0968341A1 EP 98917001 A EP98917001 A EP 98917001A EP 98917001 A EP98917001 A EP 98917001A EP 0968341 A1 EP0968341 A1 EP 0968341A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- base plate
- displacement
- end fitting
- rail profile
- stop
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000006073 displacement reaction Methods 0.000 claims description 57
- 238000003780 insertion Methods 0.000 claims description 22
- 230000037431 insertion Effects 0.000 claims description 22
- 230000000295 complement effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000012447 hatching Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/154—Non-detachably fixed and secured connections between platform and scaffold
Definitions
- the invention relates to a dismantled scaffolding, in particular facade scaffolding according to the preamble of claim 1.
- the aim of the present invention is therefore to provide a scaffold of the type mentioned at the outset, in which the base plates can be easily attached to and removed from the rail profiles without the use of movable elements on the rail profile and end fitting, but on the other hand in the applied position unintentional lifting is avoided, for example, by wind or other lifting forces acting from below, without the end fittings having to be secured by overlying cross struts of the scaffolding.
- the features of the characterizing part of claim 1 are provided.
- the idea of the invention is therefore to be seen in the fact that simply by a sequence of suitable displacements of a base plate in the horizontal and vertical direction, on the one hand simple application and removal of the base plates with respect to the associated rail profiles is possible and on the other hand the base plates are prevented from lifting off in the applied state are secured upwards by wind or other forces.
- the lifting of the base plate, which is required to cancel the anti-displacement device, is preferably carried out on one side, in particular at the front.
- the lifting safety device and / or the sliding safety device are preferably formed by stops according to claims 2 and / or 3.
- each base plate is advantageously limited by the measures of claim 4, the insertion limitation when using a plurality of base plates arranged one behind the other for the last base plate is preferably ensured by the vertical support and the base plates in front by the base plate in each case.
- the safety catch is advantageously implemented according to claim 5. It is a linear bayonet lock between the end fitting and the associated rail profile.
- a preferred practical embodiment for the anti-displacement stops can be found in claims 6 to 8. Also in the pull-out direction, at least for the foremost base plate, a positioning stop is provided according to claim 9, so that when the base plate is pulled out, the position in which the lift-off protection is removed without special attention of the operator is found.
- This stop is preferably formed by the front vertical support.
- the embodiment according to claim 11 is provided so that disengagement of the displacement safety stops is possible while the lifting safety stops are still effective.
- the various stops could also be provided on the same side of the rail profile, it is preferred if these stops are arranged according to claim 12, since the anti-displacement stops between the rail profiles can then be designed as plates preferably made of sheet metal.
- a single base plate can be provided between two vertical supports and designed in accordance with the invention, it is nevertheless advantageous to preferably provide two or more identical base plates in succession according to claim 13, because here, in particular at high heights, easier manipulation due to the lower weight of the single base plate is possible.
- the anti-displacement stops of the rear base plates are expediently designed differently than those of the front base plate.
- the stop plates of the rail profiles located further back are arranged in such a way that when they come into engagement with the positioning stops of the end fittings, the safety catch is already released.
- This training is possible and expedient because, as long as the front base plate has not yet been removed, the base plates lying further back are secured by the same measures as the front base plate against displacement towards the insertion side into a position which makes it possible to lift off.
- a particularly advantageous further embodiment according to claim 15 signals to the operator when inserting the base plates particularly forcefully whether they are already engaged or not.
- the base plate tilts forwards and backwards when handled, so that the operator gets a feeling that the plate in question is not yet in its desired position. Only when the anti-displacement stop of the end fitting falls into the lowered position from the rear stop plate, does the tilting stop and the user is signaled that the base plate is now in its final desired position. If there are several base plates arranged one behind the other, it is sufficient if only the foremost anti-displacement stop plate is designed accordingly.
- the embodiment according to claim 16 ensures that the base plates can also extend into the area next to the vertical supports, so that there is a wider access area.
- the training according to the invention proves to be particularly useful because due to the design according to claim 16, there is a certain protrusion of the base plates over the support surfaces on the rail profiles, upon entering which a tilting moment is exerted on the base plates about their longitudinal axis in the sense that they try to stand out from the rail profiles.
- this is effectively avoided by the anti-lift device provided according to the invention, so that the protrusion of the base plates at the front and rear over the rail profiles does not impair the safety of use.
- the embodiment according to claim 17 ensures that the opening in the region of the end recesses, which is present in the case of two base plates lying against one another, is secured downward by the positioning plate, which has the advantage that objects falling through this opening are stopped by the stop plate.
- the embodiment according to claim 18 makes it possible that the anti-lift device can also be lifted by folding down the base plate around one of the rail profiles, as a result of which the base plate in question can be lifted off without moving in the direction of the rail profile, but by simply folding it down.
- a base plate can also be placed on the rail profile.
- the bottom plates can be folded downwards or upwards by elastically pushing apart two adjacent pairs of vertical supports.
- the embodiment according to claim 19 ensures that a maximum contact surface is provided between the end fittings and the associated rail profiles.
- Claim 20 characterizes a further advantageous training.
- the embodiment according to claim 21 facilitates the placement of a base plate obliquely from below onto a cross strut in that the anti-displacement stop forms a lock with the rail profile to be dimensioned accordingly, which prevents the end fitting from being displaced beyond the cross strut and thus preventing the relevant end of the base plate from falling off.
- FIG. 1 is a schematic perspective view of a facade scaffold under construction, in which the invention can be applied
- FIG. 2 is a partially sectioned schematic partial plan view of a scaffold according to the invention in the area of the arrangement of floor plates on a cross strut provided between two vertical supports,
- FIG. 3 shows a schematic sectional view along line III-III in FIG. 2,
- FIG. 4 shows a schematic sectional view along line IV-IV in FIG. 2
- FIG. 5 shows a partial top view analogous to FIG. 2 during the removal or installation of a base plate
- FIG. 6 is a schematic sectional view along line VI-VI in Fig. 5,
- FIG. 7 is a schematic sectional view along line VII-VII in Fig. 5, 8 is a partial top view analogous to FIGS. 2 and 5 with the front base plate completely removed and the rear base plate in the stage of removal,
- Fig. 10 is a schematic sectional view along line X-X in Fig. 8 and
- FIG. 11 is a sectional view analogous to FIG. 3, but one of the two base plates shown is folded down around the associated rail profile.
- FIG. 1 is a facade scaffolding on a building 37 under construction.
- On the ground 27 are four vertical supports 11 in an arrangement with a rectangular base, the longer side of which runs parallel to the front of the building 37, are supported by height-adjustable spindle arrangements 28 and by means of cross members 30, longitudinal supports 29 and diagonal struts 38 provided above headroom to form a stable base frame 41 completes, which continues in a suitable manner in FIG. 1 at the bottom right, which is not shown in detail.
- the base frame 41 has in the lower area, i.e. no cross struts below the headroom so that there is a passage e.g. can be provided for pedestrians.
- the vertical supports 11 which are composed of individual elements 11 'and are arranged one behind the other, form, together with the horizontal cross struts 12 running at a vertical distance between them, end frames 32 which, as can be seen at the top left in FIG. 1, are asymmetrical and can be plugged onto one another.
- end frames 32 if necessary with the interposition of individual elements 11 'not connected to cross struts 12, are placed one on top of the other in such a way that a cross strut 12 is provided per pair of vertical supports at a vertical distance from the provided levels A, B, C, D, E and F.
- the facade scaffolding also has two auxiliary scaffolds 33 and 34 projecting forward.
- the front vertical supports 11 at the corners of the base frame 41 can be used at the top for attaching suitable additional support elements.
- the vertical supports 11 are at a suitable height Railings -39, 40 fastened on the sides and on the end faces.
- board strips 36 are preferably releasably attached below to the cross struts, which should prevent tools lying on the base plates 13 from being walked on can be pushed laterally over the base plates 13 and can fall down from the facade scaffolding.
- the cross struts 12 consist of two spaced apart parallel elements 11 'of vertical supports 11 by welding or a releasable type of fastening, rail profiles 14, 14' which have an essentially C-shaped or Conversely have a C-shaped cross-section and consist of a vertical strip part 14a or 14'a, a lower horizontal short reinforcing flange 14b or 1'b and an upper horizontal flange 17 which has a greater width than the reinforcing flange 14b, 14'b .
- the two rail profiles 14, 14 'could be connected below to form a structural unit by an elongated plate 43 indicated by dashed lines in FIG. 3.
- the rail profiles 14, 14 ' are welded at their ends at a distance K to a vertical support 11, respectively.
- the attachment could also be detachable, for example, via fastening rosettes provided on the vertical supports 11.
- a displacement-securing stop plate 18 and a positioning plate 18' extend approximately at half the height at a horizontal distance, as shown in FIG run essentially horizontally or can rise slightly from the insertion side 21 to the building side 22.
- the plates 18, 18 ' are firmly connected at both ends to the rail profiles 14, 14', for example by welding.
- the cross struts 12 consisting of the rail profiles 14, 14' are reinforced in this way.
- recesses 20 are provided one behind the other, one recess 20 being relatively close to the insertion side 21 and another recess 20 being close to the building side 22.
- End fittings 15, 15 ' are fastened to the narrow end faces of the base plates 13, which are essentially hook-shaped according to FIG. 3 and on the side facing the base plate 13 a vertical strip part 15a or 15'a, firmly connected to the base plate, an essentially have horizontally extending and essentially flat ceiling part 15b, 15 'b and an outer strip part 15c, 15' c, such that the end fittings 15, 15 'have an upside-down U-section.
- the rail profiles 14, 14 ' with one from top left to bottom right and the end fittings 15, 15' with one hatching from top right to bottom left.
- the strip parts 15a, 15'a on the lower edge of the strip parts 15a, 15'a, horizontally in the direction of the associated rail profile 14, 14 ', underneath the horizontal flanges 17 extending anti-lift protrusions 16 and on the strip parts 15c, 15' c lying between the rail profiles 14c, 15'c projecting anti-displacement stops 19 are provided, which cooperate with rear stop edges 23, 23 'of the anti-displacement stop plate 18 or the positioning plate 18'.
- the vertical distance G between the anti-lift protrusions 16 and the horizontal flange 17 when the base plates 13 are in place is greater than the vertical degree of overlap between the plates 18, 18 'and the anti-displacement stops 19.
- the surface 24 of the stop plate 18 serves as a sliding surface for an anti-displacement stop 19 lifted onto it.
- the stop plate 18 and the stops 19 are positioned in relation to one another in the horizontal direction in such a way that when the projection 19 strikes the rear edge 23 of the stop plate 18, the anti-lift protrusion 16 of the end fittings 15, 15 'is still below the horizontal flange 17 and in any case still is clearly behind the recess 20, so that when the end fittings 15, 15 'are raised in this state, the projections 19 are lifted onto the surface 24, but the anti-lift projection 16 cannot yet pass through the recess 20 upwards. This is only possible when the stops 19 projecting below on the surface 24 in the direction are moved to the insertion side 21 that the end fittings 15, 15 'come to a stop in the region of front recesses 25 on the front vertical support 12.
- the length of the stop plate 18 and the anti-displacement stops 19 in the direction of insertion is such that the anti-displacement stops 19 raised on the surface 24 of the stop plate 18 lie on the surface 24 until the associated end fitting 15 or 15 'is pulled out on the front vertical support 11 strikes.
- two identically designed base plates 13 are placed one behind the other on a rail profile 14 or 14 '.
- the rear base plate 13 abuts the rear vertical support 11 in the region of a recess 26 provided at the rear on the end fittings 15, 15 '.
- the two base plates 13 are at most a slight distance 31 or preferably abut one another.
- the horizontal distance H of the anti-displacement protrusion 19 of the rear base plate 13 and the rear edge 23 'of the rear positioning plate 18' is significantly greater than the smallest possible distance 35 between the anti-displacement stop 19 of the front end fitting 15 and the rear edge 23 of the stop plate 18, which should only be in the range of the required tolerances.
- bores 44 are also indicated in the end region of the rail profiles 14, 14 ', which are used for inserting retaining bolts, not shown, of the flange strips 36 (Fig. 1).
- the bores 44 are generally unnecessary because on-board strips 36 are not prescribed on the building side.
- the vertical bolts, not shown, of the on-board strips 36, which are inserted into the front bores 44 and are not shown, provide additional security against displacement of the base plates 18 to the front.
- the bores 44 must therefore be made accordingly.
- FIG. 4 on the left it is further indicated how plug pins 11 "provided on the individual elements 11 'are telescopically inserted into a subsequent individual element 11' in order to form a vertical support 11 composed of numerous individual elements 11 '.
- two end fittings 15, 15 and 15 ', 15' of two base plates 13 are arranged one behind the other on the two rail profiles 14, 14 ', in such a way that the smallest possible distance 31 between the base plates 13 remains, which must be so small that no components or tools can fall down through it.
- the size of the gap 31 is determined by the required setting up of such a scaffold tolerances'.
- the end fittings 15, 15 ′ located there abut the rear vertical support 11 in the region of the recess 26, as a result of which the insertion depth of the two floor plates 13 arranged one behind the other is determined.
- the anti-displacement stop 19 of the end fittings 15, 15 'located towards the insertion side 21 engages behind the rear edge 23 of the anti-displacement plate 18, while leaving the slight distance 35, which should be as small as possible and due to the usual tolerances
- the rear base plate 13 which is now no longer limited by another base plate 13, can also be moved forward in the direction of the insertion side 21 until the on its End fittings 15, 15 'strikes the anti-displacement stop 19 against the rear edge 23' of the rear positioning plate 18 '(Fig. 10).
- the anti-lift protrusions 16 and the recesses 20 in the horizontal flanges 17 are aligned vertically with one another, so that the end fitting 15 can be lifted off the associated rail profile 14 according to FIG. 9.
- the anti-displacement stops 19 and the positioning plate 18 ' serve only as an indicator by which when the two components 18', 19 are struck together the operator is shown that the base plate 13 is now ready to be lifted off the rail profile 14.
- the rear base plate 13 can now also be pulled out in the direction of the arrow R, whereby if necessary, the anti-displacement stop 19 can slide on the surface 24 '.
- the rear base plate 13 is applied from the insertion side 21 in such a way that the anti-displacement stop 19 is placed on the rear positioning plate 18 'and the base plate 15 with the end fittings 15, 15' is moved towards the building side 22, the Anti-displacement stop 19 slides backwards on the surface 24 'of the positioning plate 18' until it finally reaches behind the end edge 23 ', whereupon the end fitting 15 falls down until it lies on the horizontal flange 17 over its entire length.
- the anti-lift protrusion 16 moves through the recess 20 below the level of the horizontal flange 17, whereupon the base plate 13 with the end fitting 15 is moved rearward into the position shown in FIGS. 5 to 7 until the end fitting 15 in the region of the recess 26 come to rest on the rear vertical support 11.
- the rear base plate 13 is now in its desired position.
- the anti-displacement stop 19 can either be designed as a ramp that rises to the rear or it can have such a ramp 18 "at its end facing the insertion side 21.
- the anti-displacement stop 19 can be made without the base plate 13 must be lifted when it is pushed in, only by sliding the base plate 13 backwards into sliding engagement with the surface of the ramp 18 ", so that the end fitting 15 when the base plate 13 is moved further Building side 22 is raised until finally the anti-displacement stop 19 comes behind the end edge 23 'of the positioning plate 18' and the end fitting 15 falls down in the manner described above, whereupon the ceiling parts 15b, 15 'b rest on the flange 17, such as can be seen, for example, in FIG. 3. Then the end fittings 15, 15 'are then moved again into the desired position shown in FIGS. 2 to 7.
- front base plate 13 is also applied as follows:
- the front base plate 13 is first placed on the associated profile rail 14 in such a way that the end fitting 15 strikes the front vertical supports 11 from behind in the region of the front recesses 25.
- the anti-lift protrusions 16 and the recesses 20 in the horizontal flanges 17 are aligned vertically with one another, so that the end fitting 15 can move downwards so far that the anti-displacement stops 19 come to rest on the surface 24 of the anti-displacement stop plates 18 .
- the anti-lift protrusions 16 now lie lower than the horizontal flanges 17, so that when the base plate 13 is moved in the direction of arrow S in FIG.
- any front base plate 13 can be disassembled and assembled independently of the other base plates 13. To remove one of the rear floor panels 13, the front floor panels 13 only have to be shifted forward, namely the front floor panel as far as the stop against the front vertical support 11.
- the insertion of the base plates 13 is made easier and safer by the design according to the invention, since the operator gets a feel for the non-engaged as well as the locked position of each base plate 13.
- the securing board holding holes 44 are, according to the invention, relatively close to the front and rear edges of the base plates 13 and the end fittings 15, 15 ', a further indication of a correct positioning of the applied base plates 13 can be seen in the fact that the securing board holding holes 44 for the inclusion of the holding pins of the on-board strips 36 are exposed.
- the base plates 13 are additionally secured in particular against being moved forward.
- the anti-displacement stops 19 have the further advantage that when a bottom plate 13 slants with its underside (FIG. 11) on a rail profile 14, 14 ' and then is shifted in its longitudinal direction up to the vertical alignment of the upper end fitting 15, 15 'with the associated rail profile 14, 14', at least the downward protruding stop 19 engages behind the associated rail profile 14, 14 'and thus the longitudinal displacement in the moment is ended where the end fitting 15, 15 'with the associated rail profile 14, 14' is in the relative position required for a holding engagement.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Movable Scaffolding (AREA)
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Floor Finish (AREA)
- Tents Or Canopies (AREA)
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19711498A DE19711498A1 (de) | 1997-03-19 | 1997-03-19 | Zerlegbares Gerüst mit auf Querstreben angeordneten Bodenplatten |
DE19711498 | 1997-03-19 | ||
PCT/EP1998/001587 WO1998041712A1 (de) | 1997-03-19 | 1998-03-18 | Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0968341A1 true EP0968341A1 (de) | 2000-01-05 |
EP0968341B1 EP0968341B1 (de) | 2001-06-13 |
Family
ID=7823930
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98917001A Expired - Lifetime EP0968341B1 (de) | 1997-03-19 | 1998-03-18 | Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten |
Country Status (13)
Country | Link |
---|---|
US (1) | US6223856B1 (de) |
EP (1) | EP0968341B1 (de) |
JP (1) | JP3544993B2 (de) |
KR (1) | KR100487851B1 (de) |
AT (1) | ATE202180T1 (de) |
AU (1) | AU7037398A (de) |
BR (1) | BR9808287A (de) |
DE (2) | DE19711498A1 (de) |
ES (1) | ES2159945T3 (de) |
PL (1) | PL196441B1 (de) |
PT (1) | PT968341E (de) |
TR (1) | TR199902300T2 (de) |
WO (1) | WO1998041712A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000071836A1 (en) * | 1999-05-25 | 2000-11-30 | Kwikform Uk Limited | Improvements relating to builders' scaffolding |
US20040094362A1 (en) * | 2002-11-15 | 2004-05-20 | Wyse Steven J. | Walkboard ledger for scaffolding |
NZ552072A (en) * | 2006-12-13 | 2009-08-28 | Lewis Roy Cleveland | Scaffolding systems with butt joined extruded planks |
JP6276073B2 (ja) * | 2014-03-07 | 2018-02-07 | 日鐵住金建材株式会社 | 拡幅・狭幅用足場部材及びこの足場部材を組み込んでなる仮設足場 |
WO2016079372A1 (en) | 2014-11-21 | 2016-05-26 | Fast Beam Oy | Scaffolding arrangement |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3020389A1 (de) * | 1980-05-29 | 1981-12-03 | geb. Layher Ruth 7129 Güglingen Langer | Abhubsicherung fuer baugerueste |
DE3923815A1 (de) * | 1989-07-19 | 1991-01-31 | Beleggingsmaatschappij Bouwmat | Geruest |
FR2670525A1 (fr) * | 1990-12-17 | 1992-06-19 | Mar Bariment Ind Const | Dispositif de fixation pour planchers d'echafaudages. |
DE19633091A1 (de) | 1996-08-16 | 1998-02-19 | Peri Gmbh | Zerlegbares Fassadengerüst, Bodenplatte für ein zerlegbares Fassadengerüst und Verfahren zum Demontieren und Montieren einer Bodenplatte eines zerlegbaren Fassadengerüstes |
-
1997
- 1997-03-19 DE DE19711498A patent/DE19711498A1/de not_active Withdrawn
-
1998
- 1998-03-18 PL PL335679A patent/PL196441B1/pl unknown
- 1998-03-18 EP EP98917001A patent/EP0968341B1/de not_active Expired - Lifetime
- 1998-03-18 JP JP54014698A patent/JP3544993B2/ja not_active Expired - Lifetime
- 1998-03-18 US US09/381,111 patent/US6223856B1/en not_active Expired - Lifetime
- 1998-03-18 DE DE59800851T patent/DE59800851D1/de not_active Expired - Lifetime
- 1998-03-18 ES ES98917001T patent/ES2159945T3/es not_active Expired - Lifetime
- 1998-03-18 WO PCT/EP1998/001587 patent/WO1998041712A1/de active IP Right Grant
- 1998-03-18 KR KR10-1999-7008537A patent/KR100487851B1/ko not_active IP Right Cessation
- 1998-03-18 BR BR9808287-6A patent/BR9808287A/pt not_active IP Right Cessation
- 1998-03-18 AT AT98917001T patent/ATE202180T1/de active
- 1998-03-18 TR TR1999/02300T patent/TR199902300T2/xx unknown
- 1998-03-18 AU AU70373/98A patent/AU7037398A/en not_active Abandoned
- 1998-03-18 PT PT98917001T patent/PT968341E/pt unknown
Non-Patent Citations (1)
Title |
---|
See references of WO9841712A1 * |
Also Published As
Publication number | Publication date |
---|---|
JP2001509850A (ja) | 2001-07-24 |
PT968341E (pt) | 2001-12-28 |
DE19711498A1 (de) | 1998-11-26 |
TR199902300T2 (xx) | 2000-01-21 |
BR9808287A (pt) | 2000-05-16 |
JP3544993B2 (ja) | 2004-07-21 |
WO1998041712A1 (de) | 1998-09-24 |
KR100487851B1 (ko) | 2005-05-03 |
ATE202180T1 (de) | 2001-06-15 |
PL335679A1 (en) | 2000-05-08 |
DE59800851D1 (de) | 2001-07-19 |
AU7037398A (en) | 1998-10-12 |
ES2159945T3 (es) | 2001-10-16 |
EP0968341B1 (de) | 2001-06-13 |
PL196441B1 (pl) | 2008-01-31 |
KR20000076433A (ko) | 2000-12-26 |
US6223856B1 (en) | 2001-05-01 |
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Legal Events
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