EP3563017B1 - Gerüstbelag und verfahren zu dessen herstellung - Google Patents

Gerüstbelag und verfahren zu dessen herstellung Download PDF

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Publication number
EP3563017B1
EP3563017B1 EP18723743.3A EP18723743A EP3563017B1 EP 3563017 B1 EP3563017 B1 EP 3563017B1 EP 18723743 A EP18723743 A EP 18723743A EP 3563017 B1 EP3563017 B1 EP 3563017B1
Authority
EP
European Patent Office
Prior art keywords
profiles
longitudinal
longitudinal profiles
transverse
profile
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.)
Active
Application number
EP18723743.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3563017A1 (de
Inventor
André GAISER
Christian Leder
Jürgen ANDREE
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
Priority to PL18723743T priority Critical patent/PL3563017T3/pl
Publication of EP3563017A1 publication Critical patent/EP3563017A1/de
Application granted granted Critical
Publication of EP3563017B1 publication Critical patent/EP3563017B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/08—Scaffold boards or planks
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/301—Scaffolding bars or members with non-detachably fixed coupling elements for connecting bars or members which are parallel or in end-to-end relation
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins
    • 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
    • E04G1/151—Platforms made of wood, with or without reinforcements
    • 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
    • E04G1/152—Platforms made of metal or with metal-supporting frame

Definitions

  • the invention relates to a scaffolding covering, according to claim 1, as used in scaffolding, in particular building scaffolding, as a walk-on work platform.
  • the invention relates to a method according to claim 9 for producing such a scaffold covering.
  • Scaffolding decks available on the market have, according to one design, a support frame made of longitudinal and transverse profiles that are welded or riveted to one another.
  • the support frame is mostly made of metal and is used to store and support a decking plate that can be walked on, which can be made of wood, plastic or a composite material, for example.
  • the covering plate can be screwed or riveted to the support frame.
  • Such scaffolding decks are also referred to as so-called frame panels or combination decks in the construction sector.
  • the scaffolding decks are costly to produce and, in the event of damage to the longitudinal or transverse profiles of the support frame, can only be repaired with great effort, especially since the facing plate has to be detached from the support frame and the riveted or welded connections of the transverse profiles must be destroyed in order to loosen them .
  • DE 93 05 732 U1 discloses a scaffolding covering according to the preamble of claim 1.
  • the scaffolding covering according to the invention has the features specified in claim 1.
  • the method according to the invention is specified in claim 9.
  • the scaffolding decking according to the invention is characterized in that the transverse profile or profiles are hooked into the two longitudinal profiles of the support frame and are hooked into the longitudinal profiles, ie hooked to the longitudinal profiles, held or held in position solely by the support or covering plate. is / are secured. In other words, unintentional loosening of the hooked connection between the transverse profile or profiles and the longitudinal profiles is prevented or prevented by the facing plate attached to the two longitudinal profiles.
  • the scaffold covering according to the invention can thereby be manufactured more simply and cost-effectively overall. It is completely unnecessary to weld or rivet the transverse profile or the individual transverse profiles to the longitudinal profiles. Overall, the covering plate has a dual function as a result.
  • each transverse profile has two wall legs which are connected to one another via a back section.
  • the transverse profile (s) thus have a substantially U-shaped cross-sectional shape and is / are preferably designed to be open towards the facing plate.
  • the transverse profiles can be realized with a low mass with a sufficiently large load-bearing capacity.
  • wall legs have, preferably outwardly, angled free edge sections in order to provide the largest possible contact or support area for the covering panel.
  • each transverse profile of the support frame is provided at both ends with a plurality of hooks which engage in recesses of the longitudinal profiles that correspond to the hooks.
  • the recesses of the longitudinal members for the hook or hooks of the respective transverse profile are preferably designed in the shape of a slot.
  • material weakening of the side members can be reduced to a minimum.
  • Slots can also be produced inexpensively and with great dimensional accuracy without great effort, for example by means of a laser cutting process or by means of machining, in particular by sawing.
  • the cross member (s) can advantageously be arranged with his / her hooks in the recesses of the longitudinal members in a sliding play form fit. As a result, undesired warping of the support frame during its manufacture and when the scaffold covering is used can be avoided.
  • the covering plate preferably rests on a profile shoulder of the longitudinal profiles.
  • the longitudinal profiles can laterally protectively overlap the facing plate in the area of its longitudinal edges in the sense of a frame. Undesired mechanical damage to the deck slab during transport or when the scaffold deck is in use can thereby be counteracted.
  • the recesses or the slots of the longitudinal profiles can extend from the profile shoulder of the longitudinal profiles into an (inside) side wall region of the longitudinal profiles.
  • the transverse profile (s) can thereby be aligned with its support or surface to support the covering plate with a support surface of the longitudinal profiles, for example formed by the aforementioned paragraph.
  • a planar contact and support of the facing plate on the longitudinal and also on the transverse profile or the transverse profiles can be achieved.
  • the facing plate rests on the transverse profile or the transverse profiles of the support frame.
  • the covering plate can be supported in the area of the transverse profile (s) (free of play).
  • the covering plate can be made thinner overall, and consequently lighter, or made from a material that is less load-stable and therefore less expensive.
  • the covering plate can, preferably alone, be riveted to the longitudinal profiles of the support frame.
  • Such rivet connections can be implemented cost-effectively and offer advantages not least because of the cost-effective automation of riveting processes - especially in the case of mass production of the scaffold decks.
  • the longitudinal profiles of the support frame are preferably designed as hollow profiles.
  • the scaffolding covering can be sufficiently loaded with a low mass. Overall, this is advantageous for handling the scaffold deck.
  • Claim 9 discloses the method according to the invention for producing a scaffold covering explained above.
  • the scaffolding covering can be produced in a simple and inexpensive manner. There is no need for welding or time-consuming and costly fastening of the transverse profile (s) to the side members using separate fastening means, such as screws or rivets. It should be noted that the method according to the invention can be automated without further ado, so that the scaffolding decks can be manufactured inexpensively by way of mass production.
  • the cross profiles can be hooked into the side members at the same time.
  • the invention relates to a scaffold covering according to claim 1.
  • the invention relates to a cost-effective and easy-to-implement method for producing the aforementioned scaffolding covering.
  • Fig. 1 shows a scaffold deck 10 for a construction or work scaffolding (not shown) in a schematic view from below.
  • the scaffolding covering 10 has a decking plate 12 which can be walked on and which extends along the longitudinal axis 14 of the scaffolding covering 10.
  • the facing plate 12 is preferably made of wood or a wood material, but can also consist of plastic, a composite material or metal.
  • the scaffolding covering has a support frame, which is designated as a whole by 16 .
  • the support frame 16 is used to support and stiffen the covering plate 12 and to detachably fasten the scaffolding covering 10 to other scaffolding parts of the construction or working scaffolding.
  • the support frame 16 has two longitudinal beams or longitudinal profiles 18 and one or more cross beams or transverse profiles 20 .
  • the longitudinal profiles 18 can each have connecting means 24 at their free end sections 22 , by means of which the scaffolding decking 10 can be fastened, for example hooked, in a manner known per se to vertically arranged scaffolding posts or to horizontally arranged scaffolding bars (each not shown).
  • the longitudinal profiles 18 are each connected to one another via the transverse profiles 20.
  • the support frame 16 has four transverse profiles, purely by way of example 20 on. It goes without saying, however, that the support frame 16 can also have fewer than four, for example 2 or three, or even more than four transverse profiles 20.
  • the scaffold covering 10 is provided with an in Fig. 1 with a dashed line profile fitting 25, preferably made of metal, can be provided.
  • the profile fitting 25 can be attached to the longitudinal profiles 18 at both ends and have or carry the connecting means 24. With such a profile fitting 25, an end-face edge protection for the facing plate 12 can be achieved if necessary.
  • Fig. 2 is the scaffolding deck 10 in a cut detailed view and in Fig. 3 shown in a fragmentary front view.
  • the longitudinal profiles 18 are each designed as hollow profiles and are preferably made of metal, for example aluminum.
  • the longitudinal profiles 18 can in particular be designed as so-called extrusion profiles.
  • the longitudinal profiles 18 each have an upper side 26, a lower side 28, an outer side 30 and an inner side 32 .
  • the top 26 of the longitudinal profiles 18 is designed stepped.
  • the longitudinal profiles 18 each have a shoulder 34 .
  • the shoulder 34 forms a support area 36 for the covering plate 12.
  • the covering plate 12 rests directly on the supporting area 36.
  • the facing plate 12 is here attached solely to the longitudinal profiles 18 and is secured by several rivets 38 ( Fig.
  • the support area 36 can have several web-like elevations or corrugations 39 , each of which is arranged to run axially.
  • the corrugations are arranged laterally offset to one another and serve as a non-slip and wobbly support of the facing plate 12 on the longitudinal profile 18 and, for this purpose, preferably claw into the material of the facing plate 12.
  • the transverse profiles 20 each have several hooks 40 at both ends, via which the transverse profiles 20 are hooked to the two longitudinal profiles 18.
  • the hooks 40 are in the Fig. 4 shown cut-out detailed view of a single transverse profile 20 of the support frame 16 ( Fig. 1 ) clearly visible.
  • the hooks 40 are formed on the transverse profile 20 and are preferably constructed identically.
  • the fact that the hooks 40 - based on the longitudinal axis 14 of the scaffolding deck 10 ( Fig. 1 ) - are arranged at a distance A from one another in the axial direction on the respective transverse profile 20, a particularly load-stable and torsion-resistant connection between the transverse profiles 20 and the longitudinal members 18 can be achieved.
  • the transverse profiles 20 each have a U-shaped cross-sectional shape.
  • Two wall legs 42 which are arranged parallel or essentially parallel to one another are connected to one another via a connecting or back section 44 of the transverse profiles 20. It should be noted that the two wall legs 42 can have free edge sections 46 which are angled or curved outward.
  • the deck plate ( Figs. 1 to 3 ) of the scaffold covering 10 can thereby additionally be supported over a large area on the supporting or surface 48 of the edge sections 46 of the transverse profiles 20 facing the covering plate 12.
  • the surfaces 48 of the wall legs 42 of the transverse profiles 20 are each aligned with the support area 36 of the longitudinal profiles 18 ( Fig. 3 ) in one to the longitudinal axis 14 of the scaffolding deck 10 ( Fig. 1 ) orthogonal direction.
  • a groove 50 with a width B is formed between the hook 40 and the respectively assigned wall leg 42.
  • Fig. 5 is one of the longitudinal profiles 18 of the support frame 16 of the scaffold deck 10 according to Fig. 1 shown in a cut-out perspective detail.
  • the longitudinal profile 18 has a plurality of slot-shaped recesses 52 in order to enable the hooks 40 of the transverse profiles 20 to engage.
  • the recesses 52 are arranged in pairs on the respective longitudinal profile 18 and have a spacing A of the hooks 40 ( Fig. 4 ) corresponding distance A.
  • the recesses 52 each extend through the wall 54 of the longitudinal profiles 18.
  • the recesses 52 here each extend from the upper-side support area 36 of the longitudinal profiles 18 transversely to the Longitudinal axis 14 into the inside 32 of the longitudinal profile 18.
  • the transverse profiles 20 can be used when assembling the scaffolding deck 10 ( Fig. 1 ) are hooked into the recesses with the longitudinal profiles 18 using the hooks 40.
  • the wall 54 of the longitudinal profiles 18 engages in each of the in Fig. 4 shown grooves 50 of the respective transverse profile 20.
  • the width B of the groove is preferably matched to the material thickness (not shown in the drawing) of the wall 54 in order to be able to move in the axial direction with respect to the longitudinal axis Fig. 1 ) to enable a low-play or form-fitting mounting of the transverse profiles 20 on the two longitudinal profiles 18.
  • the recesses 52 can be produced by means of a laser cutting process or also purely by cutting, for example by sawing.
  • transverse profiles 20 of the support frame are secured against disconnection from the longitudinal beams 18 solely by the facing plate 12 riveted directly to the longitudinal beams 18. This eliminates the need for time-consuming and costly riveting or welding of each individual transverse profile 20 to the longitudinal profiles 18.
  • the scaffolding deck 10 constructed in the manner described above is particularly simple and inexpensive to manufacture and repair.
  • a first step 102 the longitudinal and transverse profiles 18, 20 ( Fig. 1 ) and the facing plate 12 provided.
  • step 104 the transverse profiles 20 are inserted into the longitudinal profiles 18 to form the support frame 16 ( Fig. 1 ) hooked.
  • step 106 the covering plate 12 is placed on the longitudinal profiles 18 of the support frame 16 and in step 108 the transverse profiles are secured in their position hooked into the longitudinal profiles by attaching the covering plate to the longitudinal profiles 18, in particular riveting them.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)
EP18723743.3A 2017-05-04 2018-04-27 Gerüstbelag und verfahren zu dessen herstellung Active EP3563017B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL18723743T PL3563017T3 (pl) 2017-05-04 2018-04-27 Platforma rusztowania i sposób jej wytwarzania

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017207531.7A DE102017207531A1 (de) 2017-05-04 2017-05-04 Gerüstbelag und Verfahren zu dessen Herstellung
PCT/EP2018/060826 WO2018202561A1 (de) 2017-05-04 2018-04-27 Gerüstbelag und verfahren zu dessen herstellung

Publications (2)

Publication Number Publication Date
EP3563017A1 EP3563017A1 (de) 2019-11-06
EP3563017B1 true EP3563017B1 (de) 2020-11-25

Family

ID=62148320

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18723743.3A Active EP3563017B1 (de) 2017-05-04 2018-04-27 Gerüstbelag und verfahren zu dessen herstellung

Country Status (7)

Country Link
US (1) US20210277673A1 (es)
EP (1) EP3563017B1 (es)
CA (1) CA3062372C (es)
DE (1) DE102017207531A1 (es)
ES (1) ES2841932T3 (es)
PL (1) PL3563017T3 (es)
WO (1) WO2018202561A1 (es)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20200224437A1 (en) * 2017-07-12 2020-07-16 Johnny Curtis Latchable scaffold planks
US12044022B2 (en) * 2021-04-09 2024-07-23 Grady F. Smith & Co., Inc. Locking pin for multifunction scaffold

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2335046A (en) * 1942-08-03 1943-11-23 Carl C Droeger Portable and adjustable knockdown scaffold
US2744795A (en) * 1952-05-27 1956-05-08 Finest Scaffold Co Scaffolds
US3463325A (en) * 1967-06-22 1969-08-26 Interlake Steel Corp Pallet rack beam retainer
US3828937A (en) * 1972-08-09 1974-08-13 G Nash Adjustable pole support system
US4078664A (en) * 1977-03-25 1978-03-14 Interlake, Inc. Cross bar
US4101233A (en) * 1977-03-25 1978-07-18 Interlake, Inc. Panel mounting clip for storage rack
US4145849A (en) * 1978-05-03 1979-03-27 Shindoll Joseph L Adjustable shelf system
DE8305623U1 (de) * 1983-02-28 1983-06-16 AluTeam Gerätebau GmbH, 5440 Mayen Geruestbohle
US4665838A (en) * 1985-09-26 1987-05-19 Minshall Aubrey W Shelving unit
DE3644692A1 (de) * 1986-12-30 1988-07-14 Schaefer Gmbh Fritz Regal, insbesondere palettenregal
DE9305732U1 (de) * 1993-04-16 1993-06-17 Fritz Schäfer GmbH, 5908 Neunkirchen Lagereinrichtung, insbesondere mehrgeschossige Bühnenanlage
DE4411452B4 (de) * 1994-04-01 2004-05-06 Wilhelm Layher Vermögensverwaltungs-Gmbh Gerüstboden
US5628415A (en) * 1995-06-07 1997-05-13 Econo-Rack Storage Equipment Limited Storage rack and safety bars for use therein
JP3751708B2 (ja) * 1996-12-26 2006-03-01 ジャパン スチールス インターナショナル株式会社 養生足場板支持用組立体
US6223857B1 (en) * 1999-10-28 2001-05-01 Steven J. Wyse Scaffolding platform
WO2010126446A1 (en) * 2009-04-29 2010-11-04 Mon.Zon Development Ab Demountable flooring
US9027767B2 (en) * 2012-10-29 2015-05-12 Whirlpool Corporation Rack shelving unit
DE102013110361A1 (de) * 2013-09-19 2015-03-19 Nedcon Magazijninrichting B.V. Stückgutlager
US9386855B2 (en) * 2013-09-27 2016-07-12 Pro-Mart Industries, Inc. Storage rack and cross-bar support
CA3041762A1 (en) * 2016-12-16 2018-06-21 Peak Innovations Inc. Shelving system

Also Published As

Publication number Publication date
ES2841932T3 (es) 2021-07-12
CA3062372A1 (en) 2019-11-04
EP3563017A1 (de) 2019-11-06
US20210277673A1 (en) 2021-09-09
DE102017207531A1 (de) 2018-11-08
PL3563017T3 (pl) 2021-04-06
WO2018202561A1 (de) 2018-11-08
CA3062372C (en) 2024-04-30

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