EP0383317A1 - Echafaudage avec poutre à treillis - Google Patents

Echafaudage avec poutre à treillis Download PDF

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Publication number
EP0383317A1
EP0383317A1 EP90102921A EP90102921A EP0383317A1 EP 0383317 A1 EP0383317 A1 EP 0383317A1 EP 90102921 A EP90102921 A EP 90102921A EP 90102921 A EP90102921 A EP 90102921A EP 0383317 A1 EP0383317 A1 EP 0383317A1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
scaffold
vertical
lattice girder
connection
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
Application number
EP90102921A
Other languages
German (de)
English (en)
Other versions
EP0383317B1 (fr
Inventor
Ruth Langer Geb. Layher
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
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Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6374198&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0383317(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0383317A1 publication Critical patent/EP0383317A1/fr
Application granted granted Critical
Publication of EP0383317B1 publication Critical patent/EP0383317B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • 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

Definitions

  • the invention relates to lattice girders for scaffolds, the vertical scaffold posts of which have horizontal perforated disks at a grid spacing, via which connection heads can be plugged in, which can be secured by means of wedges, the lattice girder having an upper chord, a lower chord, vertical and diagonal bars and connecting means for connection to the vertical scaffold posts having.
  • Lattice girders are used in scaffolding to bridge large spans where simple horizontal support elements such as round tubes or profile bars are not sufficient. These have the elements mentioned above (DE-OS 27 37 859).
  • the top chords are usually designed in exactly the same way as the bottom chords, usually as round tubes.
  • a connection head is only provided on the top chord at each end, which fits onto a perforated disk attached to the scaffold post.
  • the lower chord is usually provided according to the static conditions at a distance that does not match the grid size and is equipped with suitable connection means for attachment to the vertical scaffold arm at any point, for example with clamshell couplings or the like, or with an oblique strut to the upper chord. Connection head supported.
  • the invention has for its object to equip a horizontal support element for scaffolding with the features specified above so that it can be quickly connected to the vertical scaffolding posts with the help of connection heads at all attachment points and that the suspension means of the scaffolding floors directly into the top chord are attachable.
  • the upper chord is designed as an upwardly open U-shaped profile with dimensions such that the hooking means corresponding to the grid dimension and provided on the end face of scaffolding floors can be directly hung in and that the upper and lower chord have a connection head matching the associated perforated disk at each end .
  • connection heads which fit the grid dimension of the perforated disks, the assembly is considerably simplified and great security and certainty of the supports are created, so that the lattice girder also serves the transverse stability and torsional rigidity of the entire scaffolding system. Assembly and disassembly are faster and easier than with other connection means. Due to the fact that the top chord is designed as an open U-profile of suitable dimensions, no further attachment aids are required and the claws, hooks, holding rails or the like of the scaffolding floors can be attached immediately and with the usual fast mountable securing means are secured. Scaffold bays of any width can thus be made much simpler, the width being determined by the grid size and the load-bearing capacity of the elements of the lattice girder used, but can be easily implemented in the usual dimensions.
  • a device is required in order to be able to build further upwards with vertical scaffolding stems.
  • simple pins are usually attached in the middle.
  • a connection connector is provided which has a downwardly open U-shaped, fitting to the outer dimensions of the top chord, equipped with securing means for a vertical pin which fits into the lower ends of scaffolding posts.
  • Such a holder can be designed as a downwardly open, bent U-shaped sheet which protrudes downward above the upper chord and has horizontal bores for screws passed transversely under the upper chord.
  • the scaffold 10 has vertical scaffold posts 11, horizontal bars 12, a work surface 14 and lattice girders 15.
  • the scaffold posts 11 stand on scaffold feet 16 which are height-adjustable by means of screws and have horizontally arranged perforated disks 20 of a conventional type at a distance 18 from the grid system.
  • the working surface 14 is formed here by six adjacent, usual scaffolding floors 23. At each end, these have two hanging claws 24 which are open at the bottom.
  • the lattice girder 15 has an upper chord 25 which is formed directly as a U-profile open at the top, as is clearly shown in FIG. 3 in particular.
  • the lower flange 26 is designed as a round tube.
  • Vertical bars 27 and diagonal bars 28 form the usual struts and consist of suitably dimensioned round tubes or other profile bars.
  • a connection head 21 is fastened in the usual manner, as is particularly shown in FIG. 2.
  • the connection heads 21 and lower flange 26 and upper flange 25 are at a distance 18 which corresponds to the grid dimension of the scaffolding system and the distance between the perforated disks 20. A double distance can also be selected. It is important that the connection heads fit directly onto the perforated disks and that no other connection aids are required.
  • top chord 25 is designed directly as a U-profile and is thus directly matched to the usual length of the scaffolding floors 23 including their hooking claws 24, one can hook in the scaffolding floors 23 directly and thus one of the length 30 of the lattice girder, which is a standard length of horizontal scaffolding elements should correspond to a corresponding, wide working surface (14), in particular for work under ceilings in halls, churches or in industrial plants, the scaffolding floors 23 contributing to the horizontal stiffening.
  • additional lattice girders 15 can be attached to the corresponding perforated disks, so that several scaffolding fields with scaffolding floors 23 can also be joined together to form a large work surface.
  • connection connector 40 can be attached.
  • This consists of a holder 41 with a pin 42 fastened thereon.
  • the holder 41 is formed as a downwardly open U-shaped bent sheet metal part with two side walls 43.1 and 43.2, on the upper horizontal web 44 of which the pin 42 is welded.
  • the side walls 43.1 and 43.2 are at a distance 45 from one another which corresponds exactly to the width of the upper flange 25.
  • the side walls 43.1 and 43.2 are longer than the height 46 of the upper flange 25, so that lower fastening sections 47 are formed.
  • Horizontal bores extend through these at a sufficient distance from one another, through which fastening bolts 48 with threads and screwed-on nuts 49 are inserted.
  • Wedge securing means can also be provided.
  • the pin 42 has a lower, tubular spacer 50 corresponding to the outer diameter of the scaffold posts 11 and a plug-in pin 51 corresponding to the inner diameter of the scaffold posts 11. This is equipped with a push-through bore 52 for inserting a securing pin.
  • the holder 40 can be fastened anywhere on the upper chord. The location is to be chosen so that there are no claws 24 in the way. Scaffolding stems can then be attached in the usual manner and according to the grid dimension, so that a narrower scaffolding can be built on.
  • Lattice girders and brackets can be made of tubular steel and sheet steel or rolled sections and corresponding accessories and galvanized, or they can also be made and assembled from light metal of the type commonly used in scaffolding.
  • the lattice girder (15) has a lower flange (26), vertical rods (27), diagonal rods (28) and an upper flange (25).
  • a connection head (21) is attached to each end (29.1 to 29.4) of the upper flange (25) and lower flange (26).
  • the top chord (25) is designed as a U-profile that is open at the top in order to be able to hang the hanging means directly from scaffolding floors.
  • a bracket with a pin for vertical scaffold posts can also be attached.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)
  • Liquid Crystal (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Cultivation Of Seaweed (AREA)
  • Ladders (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Bedding Items (AREA)
  • Catching Or Destruction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Saccharide Compounds (AREA)
  • Bridges Or Land Bridges (AREA)
EP90102921A 1989-02-16 1990-02-15 Echafaudage avec poutre à treillis Expired - Lifetime EP0383317B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3904638A DE3904638A1 (de) 1989-02-16 1989-02-16 Gittertraeger fuer gerueste
DE3904638 1989-02-16

Publications (2)

Publication Number Publication Date
EP0383317A1 true EP0383317A1 (fr) 1990-08-22
EP0383317B1 EP0383317B1 (fr) 1993-04-21

Family

ID=6374198

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90102921A Expired - Lifetime EP0383317B1 (fr) 1989-02-16 1990-02-15 Echafaudage avec poutre à treillis

Country Status (8)

Country Link
EP (1) EP0383317B1 (fr)
AT (1) ATE88533T1 (fr)
DE (2) DE3904638A1 (fr)
DK (1) DK0383317T3 (fr)
ES (1) ES2041060T3 (fr)
FI (1) FI900755A0 (fr)
NO (1) NO900715L (fr)
PT (2) PT93159A (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998023278A1 (fr) * 1996-11-27 1998-06-04 Dong Kook Pharmaceutical Co., Ltd. Medicaments pour le traitement de la demence ou de troubles cognitifs, contenant des derives d'acide asiatique
EP1016766A1 (fr) * 1998-12-29 2000-07-05 Tatsuo Ono Cadres et structure composée par ces cadres
AU775612B2 (en) * 1999-06-16 2004-08-05 Tatsuo Ono Frames and structures assembled by same
EP3048214A1 (fr) * 2015-01-26 2016-07-27 Wilhelm Layher Verwaltungs-GmbH Élement de raccordement electrique pour un echafaudage, en particulier un echafaudage de construction
CN107476568A (zh) * 2017-10-05 2017-12-15 杨靖 一种多功能顶托
US20180251989A1 (en) * 2015-09-02 2018-09-06 Atlantic Pacific Equipment, Inc. Horizontal scaffold support component
US11142925B2 (en) * 2015-08-19 2021-10-12 Bil-Jax, Inc. Engineered floor and scaffold system
CN114215323A (zh) * 2021-12-27 2022-03-22 广州地铁设计研究院股份有限公司 一种土建机电一体化的装配式检修平台及其施工方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4306730A1 (de) * 1993-03-04 1994-09-08 Langer Ruth Geb Layher Gerüstanordnung
DE29705613U1 (de) * 1997-04-01 1997-06-12 ATT Tribünenservice GmbH, 41063 Mönchengladbach Verbindungselement für Gerüst
DE10143391A1 (de) * 2001-09-04 2003-03-27 Layher W Vermogensverw Gmbh Unterstützungskonstruktion für einen Systemträger einer Bühnen-, Podium-, Gerü stkonstruktion oder dergleichen
DE10308853B3 (de) * 2003-02-27 2004-09-09 Wilhelm Layher Vermögensverwaltungs-Gmbh Fahrbare Absturz-Sicherungsvorrichtung für Baustellen auf Flachdächern
DE202022002594U1 (de) 2022-07-09 2023-04-25 Hakos Gmbh Winkelgitterträger

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE6925375U (de) * 1969-06-25 1969-10-30 Wilhelm Layher Hollwarenfabrik Gittertraeger fuer decken- und raumgerueste
US3726362A (en) * 1972-03-13 1973-04-10 Trio Leasing A c scaffold frame
FR2186042A5 (fr) * 1972-05-24 1974-01-04 Nicostrate Arma D
DE2724932A1 (de) * 1977-06-02 1978-12-07 Eberhard Layher Querriegel fuer metallrohrgerueste

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2737859A1 (de) * 1977-08-23 1979-03-08 Eberhard Layher Metallrohrgeruest
US4156996A (en) * 1977-11-11 1979-06-05 Swiss Fabricating, Inc. Scaffolding for working on contoured surfaces

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE6925375U (de) * 1969-06-25 1969-10-30 Wilhelm Layher Hollwarenfabrik Gittertraeger fuer decken- und raumgerueste
US3726362A (en) * 1972-03-13 1973-04-10 Trio Leasing A c scaffold frame
FR2186042A5 (fr) * 1972-05-24 1974-01-04 Nicostrate Arma D
DE2724932A1 (de) * 1977-06-02 1978-12-07 Eberhard Layher Querriegel fuer metallrohrgerueste

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998023278A1 (fr) * 1996-11-27 1998-06-04 Dong Kook Pharmaceutical Co., Ltd. Medicaments pour le traitement de la demence ou de troubles cognitifs, contenant des derives d'acide asiatique
EP1016766A1 (fr) * 1998-12-29 2000-07-05 Tatsuo Ono Cadres et structure composée par ces cadres
AU775612B2 (en) * 1999-06-16 2004-08-05 Tatsuo Ono Frames and structures assembled by same
EP3048214A1 (fr) * 2015-01-26 2016-07-27 Wilhelm Layher Verwaltungs-GmbH Élement de raccordement electrique pour un echafaudage, en particulier un echafaudage de construction
US11142925B2 (en) * 2015-08-19 2021-10-12 Bil-Jax, Inc. Engineered floor and scaffold system
US20180251989A1 (en) * 2015-09-02 2018-09-06 Atlantic Pacific Equipment, Inc. Horizontal scaffold support component
US10731362B2 (en) * 2015-09-02 2020-08-04 Atlantic Pacific Equipment, Inc. Horizontal scaffold support component
CN107476568A (zh) * 2017-10-05 2017-12-15 杨靖 一种多功能顶托
CN114215323A (zh) * 2021-12-27 2022-03-22 广州地铁设计研究院股份有限公司 一种土建机电一体化的装配式检修平台及其施工方法

Also Published As

Publication number Publication date
DE3904638A1 (de) 1990-08-23
ES2041060T3 (es) 1993-11-01
DE59001219D1 (de) 1993-05-27
PT9210U (pt) 1997-07-31
PT9210T (pt) 1996-04-30
ATE88533T1 (de) 1993-05-15
NO900715L (no) 1990-08-17
PT93159A (pt) 1990-08-31
FI900755A0 (fi) 1990-02-15
NO900715D0 (no) 1990-02-14
EP0383317B1 (fr) 1993-04-21
DK0383317T3 (da) 1993-08-02

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