EP0968341B1 - Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten - Google Patents

Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten Download PDF

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Publication number
EP0968341B1
EP0968341B1 EP98917001A EP98917001A EP0968341B1 EP 0968341 B1 EP0968341 B1 EP 0968341B1 EP 98917001 A EP98917001 A EP 98917001A EP 98917001 A EP98917001 A EP 98917001A EP 0968341 B1 EP0968341 B1 EP 0968341B1
Authority
EP
European Patent Office
Prior art keywords
security against
providing security
scaffold
accordance
floor panel
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
EP98917001A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0968341A1 (de
Inventor
Artur Schwörer
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.)
Peri GmbH
Original Assignee
Peri 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
Application filed by Peri GmbH filed Critical Peri GmbH
Publication of EP0968341A1 publication Critical patent/EP0968341A1/de
Application granted granted Critical
Publication of EP0968341B1 publication Critical patent/EP0968341B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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.
  • a known scaffold of this type (DE 196 33 091 A1) are to the End fittings of the individual base plates provided latches when placing a base plate on the assigned rail profiles ensure that the end fittings snap into place so that the End fittings from the assigned rail profile only after pivoting the latch in a release position is possible.
  • Such Training ensures that a base plate without one cross strut from above against its end fittings against lifting is securely held on the rail profile; the disadvantage, however, is that a movable element can be provided for this in the form of the latch which must be lifted by suitable measures by the operator is to be operated and during rough operation on a construction site damaged and thereby partially or completely rendered ineffective can.
  • a disadvantage of these known arrangements is that above an additional cross strut is arranged on the end fittings of the base plates must be what is structurally and assembly-related complex and in addition leads to the lifting device preventing contamination and damage is exposed. If the top surfaces of the end fittings are not located significantly below the upper surfaces of the floor slabs between adjacent end fittings of two floor panels Stumbling threshold protruding beyond the level of the floor slabs.
  • the aim of the invention is therefore to provide a framework of the aforementioned To create genus in which the floor slabs without use movable elements on the rail profile and end fitting on the one hand without any problems applied to the rail profiles and removed from them can become, but on the other hand in the applied position an unwanted Take off, for example, by wind or wind attacking from below other lifting forces is avoided without the end fittings from above Cross struts of the scaffold must be secured.
  • the idea of the invention can therefore be seen in the fact that only by a consequence suitable displacements of a floor slab in horizontal and vertical
  • an easy application and removal of the Floor plates in relation to the assigned rail profiles is possible and on the other hand in the applied state the base plates against one Take off are secured by wind or other forces without that this requires additional cross struts above the rail profiles are.
  • the base plate is preferably lifted on one side, in particular in front.
  • the anti-lift device and / or the anti-shift device are preferred formed by stops according to claims 8, 9 and / or 10.
  • each base plate is advantageously by the Measures of claims 11 or 12 limited, the insertion limit when using several base plates arranged one behind the other for the last base plate preferred by the vertical support and the floor slabs in front through the floor slab behind them is guaranteed.
  • the securing against lifting off is expediently according to claim 13 or 14 realized. It is a linear bayonet lock between the end fitting and the assigned rail profile.
  • a preferred practical embodiment for the anti-displacement stops one takes from the claims 15 to 17.
  • a positioning stop according to Claim 18 provided so that when pulling out the base plate without special attention from the operator the position is found in which the anti-lift device is canceled.
  • This stop is preferred according to claim 19 formed by the front vertical support.
  • a particularly advantageous further embodiment according to Claim 24 signals the operator when inserting of the floor panels particularly haunting whether they already are engaged or not yet.
  • the tilts Base plate when handling forwards and backwards, so that the Operator gets a feeling that the plate in question is not yet in its target position.
  • the tipping stops and the user is signaled that the bottom plate is now in its final Target position.
  • the embodiment according to claim 25 ensures that the floor slabs are also in the area next to the vertical supports, so that a there is a wider inspection area.
  • Training according to the invention as particularly useful because by the training according to claim 25 a certain excess the floor slabs over the support surfaces on the rail profiles is present, upon entering a tilting moment on the Floor slabs are exercised around their longitudinal axis in the sense that they are trying to stand out from the rail profiles. This is however provided by the anti-lift device provided according to the invention effectively avoided, so that the excess of the floor slabs No interference at the front and rear via the rail profiles which represents safety in use.
  • the embodiment according to claim 26 ensures that with two adjacent floor slabs existing opening in the area of the end recesses downwards is secured by the positioning plate, which the The advantage is that falling through this opening Objects are stopped by the stop plate.
  • the embodiment according to claim 27 makes it possible to that the anti-lift device can also be folded down the base plate around one of the rail profiles can, causing the floor slab in question without moving in the direction of the rail profile, but by simple Down flaps can be lifted off. In reverse A base plate is also placed on top of that Rail profile possible. Folding down or up the base plates can be pushed apart by elastic allows two adjacent pairs of vertical supports become.
  • the embodiment according to claim 28 achieves that between the end fittings and the associated rail profiles a maximum contact area is provided.
  • Claim 29 characterizes a further advantageous training.
  • the training according to claim 30 or 31 facilitates putting on Bottom plate slanted from below onto a cross strut by the anti-slip stop with the rail profile to be dimensioned accordingly forms a lock that moves the end fitting over the cross strut and thus a fall of the relevant end the bottom plate prevented.
  • FIG. 1 is a facade scaffold on a building 37 under construction.
  • the base frame 41 has in the lower Area, i.e. no cross struts below standing height, so that there is a passage e.g. intended for pedestrians can.
  • the facade scaffolding also has two protruding ones Auxiliary scaffolds 33 and 34 respectively.
  • the front vertical supports 11 at the corners of the base frame 41 can be used to attach other suitable above Support elements are used.
  • Railings 39, 40 attached to the sides and on the end faces.
  • the cross struts 12 consist of two at a distance from each other parallel to two in a row Individual elements 11 'of vertical supports 11 through Welding or a releasable type of attachment attached
  • Rail profiles 14, 14 ' which are essentially C-shaped or vice versa have a C-shaped cross section and from a vertical strip part 14a or 14'a, a lower one horizontal short reinforcement flange 14b or 14'b and an upper horizontal flange 17, one has a greater width than the reinforcing flange 14b, 14'b.
  • the two rail profiles 14, 14 'below by a dashed line in Fig. 3 elongated plate 43 to be connected to a structural unit.
  • the attachment could also be, for example, on the vertical supports 11 provided mounting rosettes can be detachable.
  • Horizontal flanges 17 of the rail profiles 14, 14 'recesses 20 are provided one behind the other, wherein there is a recess 20 each relatively close to the insertion side 21 and each have a further recess 20 near the Building 22 are located.
  • End fittings are on the narrow ends of the base plates 13 15, 15 'attached, which according to Fig. 3 essentially are hook-shaped and on the bottom plate 13 facing side a vertical with this firmly connected Strip part 15a or 15'a, a substantially horizontal running and essentially flat ceiling part 15b, 15'b and have an outer strip part 15c, 15'c, such that the end fittings 15, 15 'essentially one have an upright U-section.
  • the state of the base plates 13 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 a lift lock stop raised on it 19th
  • the stop plate 18 and the stops 19 are horizontal Positioned towards each other in such a way that when struck of the projection 19 to the rear edge 23 of the stop plate 18 the anti-lift protrusion 16 of the end fittings 15, 15 'still below the horizontal flange 17 and definitely clearly behind the recess 20 is located, so that when lifting the end fittings 15, 15 'in this state, the projections 19 on the surface 24 raised, but the anti-lift protrusion 16 have not yet reached through the recess 20 upwards can. This is only possible if the protruding ones below Stops 19 so far on the surface 24 in the direction are moved to the insertion side 21 that the end fittings 15, 15 'in the area of front recesses 25 the front vertical support 12 come to a stop.
  • the Length of the stop plate 18 and the anti-displacement stops 19 in the direction of insertion is such that the on Surface 24 of the stop plate 18 raised anti-slip stops 19 slide on the surface 24, until the associated end fitting 15 or 15 'when pulling out strikes forward on the front vertical support 11.
  • FIGS. 2 to 4 two identical designs are in succession Base plates 13 on a respective rail profile 14 or 14 'applied.
  • the rear base plate 13 strikes provided in the area of one at the rear on the end fittings 15, 15 ' Recess 26 on the rear vertical support 11.
  • the two base plates 13 have at most a slight distance 31 or preferably meet to each other.
  • Fig. 2 there are also bores 44 in the end region of the Rail profiles 14, 14 'indicated that for inserting Retaining bolts, not shown, of the on-board strips 36 (FIG. 1) serve.
  • Holes 44 In the area of the rear vertical supports 11 Holes 44 generally unnecessary because on the building side Bord strips 36 are not prescribed. According to the invention especially put those in the front holes 44 inserted, not shown, vertical bolt Bord strips 36 an additional safeguard against shifting the bottom plates 18 to the front. The holes 44 are so to attach accordingly.
  • FIG. 4 left is further indicated, as on the individual elements 11 'provided plug 11 "telescopically into a subsequent single element 11 'are inserted, so one composed of numerous individual elements 11 ' To form vertical support 11.
  • 2 to 4 are on the two rail profiles 14, 14 'in each case two end fittings 15, 15 or 15 ', 15' of two base plates 13 arranged one behind the other, in such a way that between the base plates 13 of the possible small distance 31 remains, which must be so small that no components or tools pass through it can fall down.
  • the size of the distance 31 is through those required when building such a scaffold Tolerances determined.
  • the end fittings located on building side 22 strike 15, 15 'in the region of the recess 26 to the rear Vertical support 11, whereby the insertion depth of both Bottom plates 13 arranged one behind the other is determined.
  • the displacement lock stop 19 on the insertion side 21 End fittings 15, 15 'located behind each reach behind the Trailing edge 23 of the locking plate 18, namely leaving the slight distance 35, which if possible should be small and with the usual tolerances such scaffolding is intended. This way are each both bottom plates 13 lying one behind the other secured against slipping to the insertion side 21.
  • the on-board strips 36 are first removed the safety board retaining holes 44 removed. 5 and 7, one of the first front base plates 13 raised so far that the bottom protruding anti-displacement stop 19 to the level the surface 24 of the anti-displacement stop plate 18 raised, and then the bottom plate 13 in the direction of the arrow P moved to the insertion side 21, the stop 19 can slide on the surface 24.
  • the anti-displacement stop 19 to the level of the surface 24 becomes that by the anti-displacement stop plate 18 and the anti-lift stop 19 formed Anti-slip released.
  • the relevant base plate 13 is then so far in the direction of arrow P moved until the edge of the front recess 25 on the rear of the front vertical support 11 indicates the position in which the anti-lift protrusion 16 with the recess 20 in the horizontal flange 17 vertically is aligned with what the end fittings 15 or 15 ' easily upwards from the assigned rail profile 14 can be lifted off.
  • To solve the front floor panels 13 is therefore a very conscious movement of the base plate 13 first required vertically upwards and then forwards, like they don't happen by wind forces can be caused, so that due to the invention
  • measures to largely secure the given front floor panels 13 against accidental lifting is, on the other hand, a problem-free, conscious decrease is possible.
  • the rear base plate 13 is from the insertion side 21 ago applied in such a way that the anti-displacement stop 19 on the rear positioning plate 18 'put on and the base plate 15 with the end fittings 15, 15 'is moved to the building side 22, whereby the anti-displacement stop 19 on the surface 24 ' the positioning plate 18 'slides back until it finally reaches behind the end edge 23 ', whereupon the end fitting 15 falls down until he is on his entire Length rests on the horizontal flange 17.
  • front base plate 13 is also applied as follows:
  • the front base plate 13 is first so assigned to the Profile rail 14 placed that the end fitting 15 in Area of the front recesses 25 from behind to the Attach front vertical supports 11. In this position are the anti-lift protrusions 16 and the recesses 20 in the horizontal flanges 17 vertically with each other aligned so that the end fitting 15 so far after can move that the anti-shift stops 19 on the surface 24 of the anti-displacement stop plates 18 come into circulation. Because of the invention Dimensioning comes the anti-lift protrusions 16 now to lie lower than the horizontal flanges 17, so that when moving the bottom plate 13 in the direction the arrow S in FIG.
  • the anti-lift protrusions 16 reach under the horizontal flanges 17 before the on the surface 24 sliding safety stop 19 finally behind the rear edge 23 of the anti-displacement stop plate 18 arrives, whereupon the base plate 13 with the end fittings 15, 15 'down into their in the Fig. 2 to 4 shown target position falls where the ceiling parts 15b, 15'b of the end fittings 15 on the horizontal flanges 17th lie on continuously.
  • the displacement lock stops 19 are in the range of Middle of the end fittings 15, 15 'to be arranged so Resting the anti-displacement projections 19 on the Locking stop plates 18, 18 'the bottom plate 13 is in an unstable position in which to handle tilts about its longitudinal axis, which is for the operator This is indicated by the fact that the base plate 13 has not yet moved is in its end position. A stable, no more tipping position is only achieved when the anti-displacement stops 19 at the rear of the anti-slip plates 18 have slipped.
  • the rail profiles 14, 14 'and the End fittings 15, 15 'with their different projections and Recesses should be dimensioned so that everyone tilts Bottom plate 13 down from the secured against lifting Position is possible, in such a way that, for example when pivoting the base plate 13 around the rail profile 14 'down a lift in the direction of arrow T in Fig. 11 without prior horizontal displacement of the base plate 13 is possible.
  • any one front base plate 13 independent of the other base plates 13 disassembled and assembled.
  • one of the rear floor panels 13 need only initially the floor plates 13 in front of it are moved forward, the front one up to the front Vertical support 11.
  • the insertion of the bottom plates 13 is done by the training according to the invention made easier and safer, since the operator has a feel for both non-engaged as well as locked position of each base plate 13 gets.
  • the anti-displacement stops 19 have the further advantage that if a bottom plate 13 with its underside placed obliquely (Fig. 11) on a rail profile 14, 14 ' and then lengthways to vertical of the upper end fitting 15, 15 'with the associated Rail profile 14, 14 'is shifted, at least according to below anti-displacement stop 19 behind that assigned rail profile 14, 14 'engages and so the longitudinal displacement is stopped at the moment when the final fitting 15, 15 'with the associated rail profile 14, 14' in the relative position required for a holding intervention located.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Movable Scaffolding (AREA)
  • Tents Or Canopies (AREA)
  • Floor Finish (AREA)
  • Bridges Or Land Bridges (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP98917001A 1997-03-19 1998-03-18 Zerlegbares gerüst mit auf querstreben angeordneten bodenplatten Expired - Lifetime EP0968341B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19711498 1997-03-19
DE19711498A DE19711498A1 (de) 1997-03-19 1997-03-19 Zerlegbares Gerüst mit auf Querstreben angeordneten Bodenplatten
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 EP0968341A1 (de) 2000-01-05
EP0968341B1 true 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 (pt)
EP (1) EP0968341B1 (pt)
JP (1) JP3544993B2 (pt)
KR (1) KR100487851B1 (pt)
AT (1) ATE202180T1 (pt)
AU (1) AU7037398A (pt)
BR (1) BR9808287A (pt)
DE (2) DE19711498A1 (pt)
ES (1) ES2159945T3 (pt)
PL (1) PL196441B1 (pt)
PT (1) PT968341E (pt)
TR (1) TR199902300T2 (pt)
WO (1) WO1998041712A1 (pt)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1177356A1 (en) * 1999-05-25 2002-02-06 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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
BR9808287A (pt) 2000-05-16
EP0968341A1 (de) 2000-01-05
AU7037398A (en) 1998-10-12
ATE202180T1 (de) 2001-06-15
PL196441B1 (pl) 2008-01-31
JP3544993B2 (ja) 2004-07-21
PL335679A1 (en) 2000-05-08
DE59800851D1 (de) 2001-07-19
JP2001509850A (ja) 2001-07-24
KR20000076433A (ko) 2000-12-26
TR199902300T2 (xx) 2000-01-21
PT968341E (pt) 2001-12-28
KR100487851B1 (ko) 2005-05-03
US6223856B1 (en) 2001-05-01
DE19711498A1 (de) 1998-11-26
ES2159945T3 (es) 2001-10-16
WO1998041712A1 (de) 1998-09-24

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