EP0402816B1 - Tribüne mit Wangenteilen - Google Patents

Tribüne mit Wangenteilen Download PDF

Info

Publication number
EP0402816B1
EP0402816B1 EP90110973A EP90110973A EP0402816B1 EP 0402816 B1 EP0402816 B1 EP 0402816B1 EP 90110973 A EP90110973 A EP 90110973A EP 90110973 A EP90110973 A EP 90110973A EP 0402816 B1 EP0402816 B1 EP 0402816B1
Authority
EP
European Patent Office
Prior art keywords
support
elements
bridge board
stand according
horizontal
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
EP90110973A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0402816A1 (de
Inventor
Ruth Geb. Layher Langer
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
Publication of EP0402816A1 publication Critical patent/EP0402816A1/de
Application granted granted Critical
Publication of EP0402816B1 publication Critical patent/EP0402816B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
    • E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
    • E04H3/12—Tribunes, grandstands or terraces for spectators

Definitions

  • the invention relates to a demountable grandstand with running floors, possibly seats, possibly stairs, possibly railings and possibly roofs, with a supporting structure with vertical supports and with horizontal and diagonal, connecting and supporting elements, with supports, Horizontal and diagonal, connecting and supporting elements of scaffold posts and / or scaffold frames, horizontal girders, horizontal bars, straight bars, couplings and associated components of a scaffolding system constructed in the lengths of a grid structure according to an arrangement scheme and being for the stepped ones Support of running floors and, if applicable, seats with stepped cheek parts equipped with connection elements matched to the scaffolding system are provided, in which the lower and possibly upper connections of the supports as well as horizontal distances of the supports correspond to the length-grid dimension of the scaffolding system and the cheek parts have vertically standing pipe sections which with St corner connections are equipped for connection to adjacent cheek parts or stems, and at least the rear pipe section has at least one perforated disc for connecting scaffolding elements with connection heads and securing elements that can be plugged onto the perforated disc, and wherein to support the
  • cheek parts used here are designed for a specific length grid and for a specific slope. They are also not designed for particularly high loads and, above all, not for very variable stands. In the case of demountable grandstands, however, corresponding cheek parts are required, which make it possible to build all the grandstands in question from a single supporting structure program, depending on the desired gradient conditions and the walkways under consideration with benches, bucket seats, chairs or standing room. As much of the usual scaffolding material as possible should be used and the connections should correspond to a quick connection system as much as possible.
  • DE-A-27 29 229 shows a scaffold handle with perforated disks arranged at a distance and with an adjustable foot with perforated disk, as can be used as part of the usual scaffolding material for the stands treated here.
  • DE-A-27 37 859 shows lattice girders that can be used for such scaffolding posts with perforated disks, the upper flange of which has a connection head for attaching and wedging the lattice girder.
  • the lower chord of the lattice girder may be attached to the vertical scaffold posts using suitable couplings.
  • Such lattice girders can be used for stiffening the framework of the grandstand, but not for the cheek parts, whereby according to the variation shown in the invention, the lower chords are also to be equipped with corresponding connection heads and the spacing of the belts is to be chosen according to the grid dimension.
  • FR-A-13 89 572 shows the fastening of an I-profile belonging to a lattice girder on a round disk which is fastened to a round vertical tube.
  • Such connections are unsuitable for the design according to the invention because they require special fastening techniques.
  • FR-A-14 90 588 shows a wedge connection between two pipes, which cannot be used for the invention.
  • FR-A-14 93 693 shows the connection of square profile tubes with the aid of inserts and wedges in a design which is unsuitable for the grandstand according to the invention.
  • DE-A-30 20 389 C2 shows a lift-off protection for scaffolding floors and platforms, as is used in scaffolding systems, the components of which can be used for the construction of a grandstand into which the invention is integrated.
  • DE-U-17 85 780 shows a stand that can be dismantled for large events, the entire structure of which is constructed with sloping lattice girders which are supported on the floor with their lower end. A support structure made of scaffolding material is not available. The ranks and lattice girders are arranged with the same pitch.
  • DE-A-14 09 400 shows a grandstand, the scaffolding of which is constructed from the same supporting girders. These trusses have the shape of right-angled triangles, the longer catheter of which is arranged parallel to the ground. This longer catheter corresponds to the lower chord. The top chord is inclined according to the slope of the grandstand. All connections and connections are made with special designs for the grandstand and are not designed for a standardized scaffolding system for the use of parts from this scaffolding system. So your parts are not usable in any other way and also not from inexpensive ones
  • connection means that are matched to the construction of the support trusses, some of which are designed with push-on bolts and openings, but are not aligned with standardized connection systems of scaffolding.
  • the demountable grandstand must be designed in an orderly manner in order to be usefully manufactured, stored, assembled, dismantled and temporarily stored again and to expand it later or to build it up in smaller units.
  • the lengths and their sensible coordination are the decisive factors.
  • the lengths are built up according to an ordering scheme of grid dimensions. This has long been common for scaffolding, grandstands and grandstands. As a rule, manufacturers have used the same ordering schemes and the same grid dimensions for decades.
  • the length grid dimensions extend transversely to the longitudinal direction of the seat or Standing rows. Since the carrying elements for the people are generally made up of relatively narrow, but long tread parts, the use of the term 'length' presents certain difficulties; because the size referred to as 'width' in catwalks runs in an extension direction, which in a grandstand runs in the 'longitudinal direction' with respect to the grandstand definition system.
  • 'depth' would be used for vertical dimensions. It is nevertheless used for reasons of the originally used terminology for horizontal dimensions of the ranks or their parts and is used to define extensions in the horizontal direction, namely in the basic direction identified as the longitudinal direction. All dimensions up or down are therefore only referred to as 'height'. Length and width thus extend in the X and Y direction of a conventional coordinate system and height in the Z direction.
  • the invention has for its object to make a removable grandstand construction available that consistently satisfies a grid system, allows the greatest possible use of scaffolding material available or usable for other purposes, and in which the rows are arranged at different pitches and the railings are reasonably fastened in the grid system and with the basic concept for grandstands and the highest loadings.
  • the stepped cheek parts correspond to the same length grid system, but with the same height basic grid dimensions for the connections to adjacent cheek parts and / or support elements, have different slopes for the running floors or running floor holder and / or seat supports and, if necessary, railing supports or The like.
  • a modular system is applied to the cheek parts which, with suitable grid dimensions, enables the arrangement of cheek parts of different lengths and different heights on one and the same grandstand, as a result of which the ranks in which one would like to create better visibility can be given a correspondingly greater slope.
  • the various cheek constructions ensure that the mating and grid conditions are met.
  • the structure is simple.
  • the cheek elements which are designed even for long lengths of up to approximately 2.50 m, can be designed in such a way that they are still easy to handle due to their favorable structural design.
  • the grandstand 50 has a supporting structure 51 on which the running floors 52 of the individual ranks 53.1 to 53.n are supported.
  • the side edge 54 is provided with a side railing 55 and the top tier 53.n is provided with a rear railing 58 at its rear edge 57.
  • the support structure 51 is with foot pieces 60, grandstand head pieces 61, start cheeks 62 for the lowest rank 53.1, cheek pieces 63 for the second to fourth rank, cheek pieces 64 for higher ranks with a low or medium gradient, cheek parts 65 for higher ranks with a larger slope and Cheek parts 66 constructed for two ranks each with a low, medium or large gradient.
  • These cheek parts are supported on stems 67, which are formed from scaffolding material from conventional scaffolding.
  • These stems 67 have perforated disks 70 spaced apart from one another HR1.
  • the grandstand start pieces 61 and the stems 67 are each fitted onto the foot pieces 60 in a known manner and are supported with their lower ends on the nuts 71 of the foot pieces 60. These can be used for height compensation.
  • the stems 67 can be put together from several parts at greater heights.
  • Horizontal bars 73, diagonal bars 74 and stiffening frames 75 are provided for stiffening the stems 67 with one another.
  • These each have at their connection ends the connection heads 80 known from general scaffolding technology, which have horizontal slots by means of which they are inserted over the perforated disks 70.
  • Wedge slots 76 which can be inserted through wedge slots in the connection heads 80 serve for the respective fixed connection in a known manner.
  • the stiffening frames 75 are each equipped with at least two diagonal bars 77.1 and 77.2 or further diagonal bars labeled with corresponding decimal digits. They have horizontal bars 78.1 and 78.2 as well as laterally lying vertical bars 79.1 and 79.2 and a connection head 80 in each corner.
  • This stiffening frame 75 which is arranged approximately like a checkerboard pattern, but spatially distributed accordingly, can also be used to secure a large grandstand 50 with certainty perpendicularly and perpendicularly can be set up cheaply and quickly. Where no stiffening frames 75 seem sensible, simple diagonal bars 74 are arranged. The arrangement of these stiffening frames 75 and diagonal bars 74 results schematically from the illustration in FIG.
  • the cheek parts shown in FIGS. 2 to 12 serve to support the running floors 52 and are supported on the support structure 51, as shown in FIG. 1, on the stems 67 at a distance corresponding to the grid dimension R of the width grid. They can optionally be put together according to the respective needs and do not need to be used in the order shown in FIG. 1. This is only shown in the visible form, so that most cheeks can be used.
  • tread holders 111 which correspond to the connecting elements between the supporting structure and tread of the respective grandstand system or associated scaffolding system.
  • upwardly open U-mounting rails are provided on tread holder 111, the length of which is shorter by the thickness of a pipe section than the length 112, the length-grid spacing LR1 and thus the depth of a range 53.1 to 53 shown here .n corresponds to.
  • a length 112 is usually selected here, which corresponds to the total width of two conventional running floors 52.
  • an initial cheek 62 which is shown in more detail in FIGS. 2 to 4, is provided, which has two identical tube pieces 115, between which the tread bracket 111 and a lower spar part 116 made from the same profile are welded. Immediately below there are 115 perforated disks 70 on each pipe section. The length 120 of each pipe section 115 corresponds to the smallest slope.
  • a height grid HR1 of 50 cm is provided in the grandstand support system provided here. This is divided into gradients of 33.3 cm, 25 cm and 16.7 cm. Since stands are generally supposed to have a lower slope at the bottom, dimension 120 has a basic slope length of 16.7 cm.
  • each tread holder 111 two elongated holes 122.1 and 122.2 are formed in the lower web, so that lifting safeguards of a known type can be attached.
  • the claws of running floors 52 are placed on the edges 111.1 and 111.2 of the running floor holder 111. Then known lifting safeguards are put in place from the scaffolding.
  • the initial cheek 62 is supported directly on foot pieces 60. Since it itself has two perforated disks 70, horizontal bars 73, diagonal bars 74 and oblique struts 85 can be connected directly.
  • a longitudinal dimension LR3 which is also designated 125.3, has been selected for the length grid LR. In adaptation to the height grid HR1 of 50 cm, this is about five times, namely 2.572 m. With this main length grid, the majority of the cheek parts of the grandstand 50 are designed to reduce the number of supporting parts. This results in a length dimension LR1 of 85.73 cm as a third. In most cheek parts, the vertical pipe pieces 140.1, 140.2, 140.3 and 140.4 matching the stems 67 are arranged at this distance in each side cheek, as the various figures show. Except for the pipe section 140.4 located at the rear, the pipe sections are designed as simple, straight pipe sections, optionally with securing holes 141. The length of each cheek is treated in accordance with the spar and support structure and depends on the desired slope.
  • the stands depending on the wishes of the organizers and users and the local conditions, are to be designed with different gradients of the different ranks 53.1 to 53.n, generally progressively increasing towards the rear, the cheek parts are also of different lengths of the pipe pieces 140, this results from a sensible division of the height grid dimension HR1 of 0.5 m for the pitch 150, from an upper edge of the tread holder 111 of one rank to the upper edge of the tread holder 111 of the next rank desired dimension of 16.7; 25 or 33 cm.
  • the cheek piece 63 which is only shown in the side view, but corresponds in plan to the illustration in FIG. 7, has a configuration in the first field 152.1, such as the starting cheek 62 with two superimposed U-profiles as a tread bracket 111 and lower spar part 116 , which are welded between the pipe sections 140.1 and 140.2.
  • the pipe section 140.2 also has an opening 154 at its lower end 153, by means of which it can be supported on a foot section 60 or a grandstand start section 61.
  • the upper ends 164.1 to 164.4 of all pipe sections 140.1 to 140.4 are open, so that, if necessary, something can be connected there, in particular a seat holder.
  • the rearmost pipe section 140.4 is cut off directly above the running floor holder 111.4 and has an inserted holding and centering pin 143, so that the lower pipe end 153 of a pipe section 140.1 lying in front of a next cheek piece can be plugged on.
  • the pipe section 140.4 surrounds a perforated disk 70 which is arranged that when the cheek piece is attached to a handle, the vertical grid dimension HR1 is observed, so that on the one hand cross bracing and on the other hand railing girders and other components can be connected using plug-in connection heads 80 and push-through wedges 76 according to the quick assembly techniques customary in scaffolding.
  • This cheek part is only intended for the second to fourth ranks 53.2 to 53.4 of a grandstand 50, but can also be used in other places. It is here, for example, with a pitch. Executed 150 by 16.7 cm.
  • the cheek piece 64 shown in FIGS. 6 and 7 has the same grid and pitch dimensions as the cheek piece 63. Only here the intermediate pipe sections 140.2 and 140.3 are shorter and on the straight but sloping upper flange 171 of a cheek lattice girder 170 supported and welded. Here, all three tread brackets 111, 111.3 and 111.4 are supported in the middle with vertical struts 162 on the top chord 171, for which purpose they are welded to them just like the pipe sections.
  • the oblique cheek lattice girder 170 which is designed with parallel bars 171 and 172, is welded to the lower flange 172 on the vertical pipe section 140.4 at its rear end. It is braced with the inclined lattice bars 173 shown in FIG. 6.
  • the front end 176 of the upper chord 171 is connected to the lower tread holder 111.01 by a vertical strut 177, this vertical strut 177 being of stable construction and being welded to the foremost pipe section 140.1 in some areas, but with a certain clearance clearance.
  • the lower end 153 of the front pipe section 140.1 and the lower end 153 of the rearmost pipe section 140.4 are also in this cheek part 64 in a horizontal plane 160, since the slope is not sufficient around the lower end of the rear pipe section 140.4 by the amount of a basic grid dimension HR1 to put higher. However, since the slope 150 in this cheek piece 64 is also only 16.7 cm, the free space is not sufficient to accommodate a stable but light supporting structure over a total length of 250 cm above the level 160.
  • the solution with a parallel lattice girder which forms a favorable installation space in the front area, was chosen, with the lower flange 172 ending at the front slant rod 173.1, so that there is a lattice girder solution suspended under the upper flange, which allows a favorable free space in the front area and still ensures great stability, above all because, in deviation from other conventional beams with a suspended strut, the lower beam 172 in the rear area is used to hold the rear pipe section 140.4 and thus gives the entire cheek piece 64 great stability.
  • a cheek part can be made, for example, with slopes of 16.7 or 25 cm.
  • a cheek piece 65 shown in FIG. 8 has many of the same components as those previously described. These are provided with the same reference symbols.
  • a larger slope 150 of 33 cm is provided here.
  • a lattice girder construction correspondingly composed of lighter and / or lower parts, which consists of two sections 181.1 and 181.2 of a lattice girder 180, the upper chord 182 and the lower chord 183 running parallel to one another in the respective section, so that one horizontal upper chord part 182.1 and below it a horizontal lower chord part 183.1, which, according to the mitred sections of the lattice girder, extend below the second pipe section 140.2.
  • the belt sections 182.2 and 183.2 which are inclined in accordance with the slope, begin, which extend to the rearmost pipe section 140.4 and are welded on there at the end and cut obliquely.
  • the tread bracket 111.3 and 111.4 are supported on the upper belt part 182.2 by means of centrally arranged vertical struts 162, while the lowest tread bracket 111.01 lies directly on the upper belt part 182.1.
  • the slope 150 has a greater height of, for example, 33 cm.
  • the length 185 of the foremost pipe section 140.1 is also chosen differently, namely with half the pitch grid HR1 of, for example, 25 cm and the lower end 153 of the rearmost pipe section 140.4 does not lie in the plane 160 in which the foremost pipe section 140.1 ends at the bottom, but instead offset upwards by a basic grid dimension HR1.
  • a cheek piece 65 can be supported cheaply by correspondingly long stems 67.
  • a running floor holder 111.5 is provided which runs over two rank fields and which is supported on a box girder 263 which is welded with its ends between the pipe sections 140.1 and 140.5. Its lower corners 264 are chamfered so that there is sufficient space for the installation and accommodation of the perforated disks necessary in this area.
  • both pipe sections 140.1 and 140.2 are in turn at the same height of level 160. Only the rear pipe section 140.5 rises freely so that a double-wide passage can be created, but the cheek piece 262 can be integrated into the grid can.
  • the cheek piece 66 according to FIGS. 10 and 11 has two tread holders 111 and 111.3, which are stepped at different heights with a greater slope 150 of, for example, 25 cm, of which the front one rests on the box girder 263, which lies between the front pipe section 140.1 and the rear pipe section 140.4 is welded in at the bottom.
  • the rear tread bracket 111.3 is supported with a central strut 162 on the box girder 263 and welded between the vertical pipe sections 140.2 and 140.4.
  • the tread holder 111.5 is designed to run continuously over two rank widths for a corridor or a larger footprint. At the same time, it serves as an upper chord to which a similar lower chord 266 is assigned. They are connected to a lattice girder via a central support 267 and inclined rods 157.
  • a rear pipe section 140.6 is provided, the length 268 of which is twice a basic grid dimension HR1, so that a wide aisle area can be created even with large step heights.
  • the cheek parts discussed here can also be used in a grandstand at suitable locations, since they are oriented to twice a basic pitch, so that the four running floors 52 can be supported on them in the desired manner.
  • FIG. 13 and 14 show the stiffening frames 75.1 and 75.2 shown relatively small in FIG. 1 in a larger representation. Only two examples are illustrated here. They each have a lower horizontal bar 78.1 and an upper horizontal bar 78.2, as well as a left vertical bar 79.1 and a right vertical bar 79.2, which are welded together to form the rigid frame, a connection head 80 with a slot for plugging onto a perforated disk 70 at the ends of the horizontal bars is attached. It has a wedge 76 for attachment.
  • 13 has four diagonal bars 77.1 to 77.4, which are arranged in lattice girders in the usual manner of the oblique bars. This is useful for larger field widths.
  • the stiffening frame 75.1 according to FIG. 14 has only two diagonal bars 77.1 and 77.2, which extend from the middle up into the lower corners. This frame is higher because it extends over two basic grid dimensions HR1. With the stiffening frame 75, the supporting structures 51 can be quickly and safely brought into the required, right-angled position and held in this even for large grandstand systems.
  • the rods suitably consist of a round tube and / or square tube and are galvanized or made entirely of light metal.
  • the grandstand (50) has a supporting structure (51) which is formed with stems (67), stiffening frames (75.1, 75.2), horizontal bars (73), diagonal bars (74) and cheek pieces (62, 63, 64, 65, 66) .
  • Running floors (52) are supported on these.
  • Railings (55, 58) can be provided.
  • the cheek parts are designed with the same lengths of the basic length dimension with different pitches, so that grandstands adapted to the respective circumstances can be constructed from basic elements that can be used according to a modular system with favorable visibility.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
  • Tables And Desks Characterized By Structural Shape (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Escalators And Moving Walkways (AREA)
  • Cash Registers Or Receiving Machines (AREA)
  • Fencing (AREA)
  • Amplifiers (AREA)
  • Adornments (AREA)
  • Pens And Brushes (AREA)
  • Ink Jet Recording Methods And Recording Media Thereof (AREA)
  • Dental Preparations (AREA)
  • Graft Or Block Polymers (AREA)
  • Heterocyclic Carbon Compounds Containing A Hetero Ring Having Oxygen Or Sulfur (AREA)
EP90110973A 1989-06-12 1990-06-10 Tribüne mit Wangenteilen Expired - Lifetime EP0402816B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3919156A DE3919156A1 (de) 1989-06-12 1989-06-12 Tribuene mit wangenteilen
DE3919156 1989-06-12

Publications (2)

Publication Number Publication Date
EP0402816A1 EP0402816A1 (de) 1990-12-19
EP0402816B1 true EP0402816B1 (de) 1994-11-23

Family

ID=6382596

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90110973A Expired - Lifetime EP0402816B1 (de) 1989-06-12 1990-06-10 Tribüne mit Wangenteilen

Country Status (8)

Country Link
EP (1) EP0402816B1 (no)
AT (1) ATE114353T1 (no)
DE (2) DE3919156A1 (no)
DK (1) DK0402816T3 (no)
ES (1) ES2067593T3 (no)
FI (1) FI902927A0 (no)
NO (1) NO177282C (no)
PT (1) PT94371B (no)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9133633B2 (en) 2012-06-05 2015-09-15 Tbfl, Inc. Modular insulated scaffold wall system

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2747416B1 (fr) * 1996-04-16 1998-10-30 Altrad Dev Fermettes et tribunes telescopiques de grande resistance a la charge supportee
DE10143391A1 (de) * 2001-09-04 2003-03-27 Layher W Vermogensverw Gmbh Unterstützungskonstruktion für einen Systemträger einer Bühnen-, Podium-, Gerü stkonstruktion oder dergleichen
DE202022002594U1 (de) 2022-07-09 2023-04-25 Hakos Gmbh Winkelgitterträger
CN117365135B (zh) * 2023-12-05 2024-03-19 北京建工集团有限责任公司 一种钢桁架安装的临时支撑架及钢桁架施工方法

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1785780U (de) * 1957-05-06 1959-03-26 Wiesbaden A G Maschf Zerlegbare tribuene.
FR1389572A (fr) * 1964-01-07 1965-02-19 Tech Jean Prouve Procédé de construction d'ossatures d'immeubles et dispositifs faisant application d'un tel procédé
FR1490588A (fr) * 1966-05-26 1967-08-04 Valentini & Cie Ets Raccord pour armatures en tubes perpendiculaires les uns aux autres
FR1493694A (fr) * 1966-07-20 1967-09-01 Transformation Des Plastiques Dispositif d'assemblage escamotable à double effet de blocage pour menuiserie métallique
GB1556166A (en) * 1976-05-04 1979-11-21 Exhibition Showplace Services Stand construction system
DE2729229C2 (de) * 1977-06-29 1984-11-15 Eberhard 7129 Güglingen Layher Metallrohrgerüst oder -regal
DE2737859A1 (de) * 1977-08-23 1979-03-08 Eberhard Layher Metallrohrgeruest
DE3020389A1 (de) * 1980-05-29 1981-12-03 geb. Layher Ruth 7129 Güglingen Langer Abhubsicherung fuer baugerueste
DE3519718C2 (de) * 1985-06-01 2001-03-08 Geb Layher Langer Tragkonstruktion für Tribünen
DE8707755U1 (no) * 1987-05-30 1988-09-29 Langer, Geb. Layher, Ruth, 7129 Gueglingen, De

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9133633B2 (en) 2012-06-05 2015-09-15 Tbfl, Inc. Modular insulated scaffold wall system

Also Published As

Publication number Publication date
NO177282B (no) 1995-05-08
ES2067593T3 (es) 1995-04-01
FI902927A0 (fi) 1990-06-12
EP0402816A1 (de) 1990-12-19
NO177282C (no) 1995-08-16
NO902574L (no) 1990-12-13
DE3919156A1 (de) 1990-12-13
PT94371B (pt) 1997-05-28
NO902574D0 (no) 1990-06-11
DK0402816T3 (da) 1995-05-15
ATE114353T1 (de) 1994-12-15
DE59007740D1 (de) 1995-01-05
PT94371A (pt) 1992-02-28

Similar Documents

Publication Publication Date Title
DE2624518A1 (de) Stuetzvorrichtung, insbesondere fuer traeger von schaleinrichtungen im betonbau
EP2692964B1 (de) Modulartig aufgebauter Treppengerüstturm und Treppengerüstmodul
AT390987B (de) Tragkonstruktion fuer tribuenen
EP0402816B1 (de) Tribüne mit Wangenteilen
EP0389932B1 (de) Tragkonstruktion für Tribünen
EP2832664A1 (de) Lagervorrichtung für einen plattenförmigen Gegenstand
DE820963C (de) Baugeruest mit aus Rohren bestehenden Staendern
CH675610A5 (en) Footpath bridging structure supporting frame
DE2019044A1 (de) Baugerüstelement
DE2910467A1 (de) Vorrichtung zur veraenderung der hoehe der staender eines geruestturmes
EP0402815B1 (de) Tribüne mit Geländer
DE4237635C2 (de) Bausatz zur Erstellung eines Fußbodens einer Ausstellungs- oder Festhalle oder eines -zeltes
DE3511985A1 (de) Zerlegbarer stufenpodest, insbesondere treppe fuer hoehenverstellbare buehnenpodeste
EP0402817B1 (de) Laufflächenelement-Gestaltung für Tribüne oder Podest
DE1409400C (de) Zerlegbare Tribune
DE19527235C2 (de) Bühnentraverse
DE19631233A1 (de) Erhöhtes Gestell
DE2934424C2 (no)
DE2001244C3 (de) Tribüne mit Profilstab-Fachwerkbindern
DE19981797B4 (de) Überdachte Tribüne
EP0355370A1 (de) Podium
EP3165478A1 (de) Lagervorrichtung für einen plattenförmigen gegenstand in modulbauweise
DE1409400B (de) Zerlegbare Tribune
DE4138805A1 (de) Grossregal
DE2001244B2 (de) Tribuene mit profilstab-fachwerkbindern

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19910309

17Q First examination report despatched

Effective date: 19910816

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19941123

REF Corresponds to:

Ref document number: 114353

Country of ref document: AT

Date of ref document: 19941215

Kind code of ref document: T

REF Corresponds to:

Ref document number: 59007740

Country of ref document: DE

Date of ref document: 19950105

ITF It: translation for a ep patent filed

Owner name: JACOBACCI & PERANI S.P.A.

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19950125

ET Fr: translation filed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2067593

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20030506

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20030512

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20030519

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20030526

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20030530

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20030611

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20030616

Year of fee payment: 14

Ref country code: DK

Payment date: 20030616

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20030630

Year of fee payment: 14

Ref country code: AT

Payment date: 20030630

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20030909

Year of fee payment: 14

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040610

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040610

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040610

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040611

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040611

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040630

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040630

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040630

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040630

BERE Be: lapsed

Owner name: *LANGER RUTH GEB. LAYHER

Effective date: 20040630

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050101

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050101

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

EUG Se: european patent has lapsed
GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20040610

EUG Se: european patent has lapsed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050228

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20050101

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050610

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20040611