EP0275824B1 - Elément d'échafaudage - Google Patents
Elément d'échafaudage Download PDFInfo
- Publication number
- EP0275824B1 EP0275824B1 EP87810736A EP87810736A EP0275824B1 EP 0275824 B1 EP0275824 B1 EP 0275824B1 EP 87810736 A EP87810736 A EP 87810736A EP 87810736 A EP87810736 A EP 87810736A EP 0275824 B1 EP0275824 B1 EP 0275824B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- retaining pins
- base
- scaffolding element
- element according
- tube
- 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
Links
- 238000003466 welding Methods 0.000 claims description 4
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/158—Platforms supported by spigots which engage through holes in the platform
Definitions
- the invention relates to a scaffolding element with parallel spaced tubes and connected by transverse tube struts, according to the preamble of claim 1.
- the tubes are usually provided at one end with pins for plugging together with other scaffolding elements, their tube struts near the Pipe ends attached.
- scaffolding for several floors can be built one above the other and for longer front lengths by simply plugging these individual elements together and connecting them together.
- auxiliary or holding devices are provided in order to save the. Planks for accessing the individual scaffolding levels must also be fitted with railings and other protective devices.
- upwardly directed retaining pins are welded to the transverse tube struts - round or angular cross-section, but preferably only to the upper transverse tube strut. These engage when the planks are placed in the holes provided there, so that these planks are fixed un displaceably in both the longitudinal and transverse directions.
- a molded part fixed to a pipe strut for fastening planks is known, which partially encompasses the pipe strut from above by means of a bow-shaped connecting web, the ends of the bow-shaped connecting web forming laterally projecting webs having retaining pins are shaped to support planks.
- the inventor has set itself the goal of eliminating the identified shortcomings and improving the above-mentioned component, simplifying the attachment of these retaining pins in that less working time and at the same time higher accuracy is achieved, in particular also the transmission of the horizontal forces to make it cheaper and to avoid tearing.
- the fitting which partially surrounds the tubular strut is preferably connected to it by welding.
- the shaped part according to the invention preferably consists of extruded aluminum parts, but can also be made of another material, such as steel.
- the holding pins of the shaped piece have a diameter between 15 and 20 mm and a free length between 30 and 60 mm, and further that the holding pins are arranged on both sides of the tubular strut at a distance between 30 and 60 mm from each other are.
- the retaining pins are therefore attached in pairs on both sides of the tubular strut, and each of the retaining pins engages in one of the holes in each successively adjacent plank.
- the planks lie on the web of the fitting and over this the transverse tube strut.
- four holding pins connected to a single base or two separate bases, which form the shaped piece are fastened to a tube strut. It is particularly expedient if eight holding pins are arranged on a tubular strut, two or four of which are optionally connected to a base. It has also proven to be advantageous to attach two pairs of retaining pins each at a distance of approximately 220 to 280 mm from one another on a tubular strut and to select the distance between adjacent pairs of retaining pins in the central region at approximately 40 to 80 mm.
- the horizontal forces introduced - for example also influenced by wind forces - no longer act on lateral weld seams.
- weld seams occur in the subject matter of the invention, they only serve to fix the parts; the forces are introduced directly into the nearest plank plane or into the cross-section of the transverse pipe strut via the coherent and form-fitting unit fitting / pipe strut.
- two scaffolding elements 1 are set up by means of indicated foot elements 8.
- the scaffolding elements 1 each consist of tubes 2 running in parallel at a distance, which are connected to one another at their end regions by means of two transverse tube struts 3.
- plug pins 9 are provided on the upper ends of the tubes for plugging together with other scaffolding elements or other supplementary parts.
- Diagonal struts 13 run between the two scaffolding elements 1.
- the upper transverse pipe strut 3 is provided with holding pins 5 which, when laying planks 10 on the pipe strut 3, engage in holes prepared there - for reasons of clarity not recognizable in the drawing - so that the planks 10 both in the transverse and in the longitudinal direction are set.
- a plug-on element 11 is also shown in FIG. 1, which serves to hold the planks 10 in their resting position on the tubular strut 3, so that they cannot jump upwards out of the fixing by means of the holding pins 5.
- a further scaffolding element 1 can also be attached.
- FIG. 2 shows a scaffold element 1 according to the invention in detail.
- the two parallel tubes 2 are connected below and above by means of the transverse tube struts 3.
- the upper tubular strut 3 is provided with the holding pin 5 for fastening the planks 10.
- a fitting 4 consisting of two holding pins 5 and a cross-sectionally U-shaped base 7 can be seen in FIG. 3.
- This fitting 4 rests with its base 7 on the top and the sides of the tubular strut 3, which here has a rectangular cross section.
- the shaped piece 4 can completely enclose three sides of the tubular strut 3 or - as illustrated in FIG. 3 - can be equipped with only short legs 30 on the sides.
- the molded piece 4 can either be welded to the tubular strut (right half of the figure), or it can be fastened by means of screwing or riveting 14 (left half of the figure).
- the diameter d of the holding pin 5 here is approximately 17 mm with a total height of the shaped piece 4 of 80 mm and a width e of the plate-like web 31 of that base 7 of likewise approximately 17 mm.
- each holding pin 5 is provided with an insertion cone 6.
- four holding pins 5 are fastened to a base 7, two holding pins each lying one behind the other in the viewing direction.
- the four four holding pins 5 present in the central region of the tubular strut 3 (see FIG. 1) are combined in a molding unit. This enables an even faster assembly.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Glass Compositions (AREA)
- Manufacture Of Porous Articles, And Recovery And Treatment Of Waste Products (AREA)
- Laminated Bodies (AREA)
Claims (9)
- Elément d'échafaudage comportant des tubes (2) parallèles, à distance l'un de l'autre et reliés entre eux par des traverses tubulaires (3) transversales, dont les traverses tubulaires (3) sont munies de dipositifs de soutien comportant au moins deux ergots de soutien (5) de section transversale ronde qui font saillie parallèlement aux tubes (2) et qui sont destinés à pénétrer dans des trous correspondants de planches (10), les ergots de soutien (5) étant reliés à un socle (7) de section transversale sensiblement en forme de U pour former une pièce façonnée commune (4), le socle (7) de la traverse tubulaire (3) en question reposant sur son côté supérieur et de manière continue sur ses deux côtés et étant relié à celle-ci, caractérisé en ce que la traverse tubulaire (3) présente une section transversale rectangulaire et le socle (7) présente une barrette (31) en forme de plaque, qui repose sur le côté supérieur de la traverse tubulaire (3) pour l'application des planches (10), et en ce que les ergots de soutien (5) font saillie de la barrette (31).
- Elément d'échafaudage selon la revendication 1, caractérisé en ce que le socle (7) est relié à la traverse tubulaire (3) par soudage.
- Elément d'échafaudage selon la revendication 1, caractérisé en ce que le socle (7) est relié à la traverse tubulaire (3) par rivetage ou vissage.
- Elément d'échafaudage selon l'une quelconque des revendications 1 à 3, caractérisé en ce que les ergots de soutien (5) présentent un diamètre compris entre 15 et 20 mm et une longueur libre comprise entre 30 et 60 mm.
- Elément d'échafaudage selon l'une quelconque des revendications 1 à 4, caractérisé en ce que le socle (7) ainsi que les ergots de soutien (5) sont des segments de profilés extrudés et sont reliés entre eux de manière inamovible pour former la pièce façonnée (4).
- Elément d'échafaudage selon l'une quelconque des revendications 1 à 5, caractérisé en ce que les argots de soutien sont disposés de part et d'autre de la traverse tubulaire (3) à une distance les uns des autres comprise entre 30 et 60 mm.
- Elément d'échafaudage selon l'une quelconque des revendications 1 à 6, caractérisé en ce que quatre ergots de soutien (5) reliés à un seul socle commun (7) ou à deux socles (7) séparés, et constituant la pièce façonnée (4), sont fixés sur une traverse tubulaire (3).
- Elément d'échafaudage selon l'une quelconque des revendications 1 à 7, caractérisé en ce que sur une traverse tubulaire (3) sont disposés huit ergots de soutien (5) parmi lesquels à chaque fois deux ou quatre au choix sont reliés à un socle (7).
- Elément d'échafaudage selon la revendication 8, caractérisé en ce qu'à chaque fois deux paires d'ergots de soutien sont disposées sur la traverse tubulaire (3) en étant écartées l'une de l'autre de 220 à 280 mm, et en ce que la distance entre les paires d'ergots de soutien voisines dans le domaine central est égale à environ 40 à 80 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT87810736T ATE69633T1 (de) | 1986-12-16 | 1987-12-10 | Geruestelement. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19863642846 DE3642846A1 (de) | 1986-12-16 | 1986-12-16 | Geruestelement |
DE3642846 | 1986-12-16 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0275824A1 EP0275824A1 (fr) | 1988-07-27 |
EP0275824B1 true EP0275824B1 (fr) | 1991-11-21 |
Family
ID=6316240
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP87810736A Expired - Lifetime EP0275824B1 (fr) | 1986-12-16 | 1987-12-10 | Elément d'échafaudage |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0275824B1 (fr) |
AT (1) | ATE69633T1 (fr) |
DE (2) | DE3642846A1 (fr) |
DK (1) | DK656287A (fr) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3923815A1 (de) * | 1989-07-19 | 1991-01-31 | Beleggingsmaatschappij Bouwmat | Geruest |
ITUD20090079A1 (it) * | 2009-04-22 | 2010-10-23 | Luciano Donno | Accessorio di collegamento assiale per telai di ponteggio |
DE102011014614B4 (de) * | 2011-03-21 | 2014-12-24 | Rux Gmbh | Baugerüst sowie Verfahren zur Erstellung eines Baugerüstes |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE6605264U (de) * | 1967-02-02 | 1970-05-06 | Bera Berliner Rahmengeruest | Geruest, insbesondere baugeruest |
SE363658B (fr) * | 1972-03-08 | 1974-01-28 | Haefla Bruks Ab | |
DE8520251U1 (de) * | 1985-07-11 | 1985-08-22 | Bera Berliner Rahmengerüst GmbH & Co KG, 1000 Berlin | Vertikalrahmen |
NL8600407A (nl) * | 1986-02-18 | 1987-09-16 | Petrus Johannes Lambertus De L | Systeemsteiger. |
-
1986
- 1986-12-16 DE DE19863642846 patent/DE3642846A1/de active Granted
-
1987
- 1987-12-10 EP EP87810736A patent/EP0275824B1/fr not_active Expired - Lifetime
- 1987-12-10 DE DE8787810736T patent/DE3774689D1/de not_active Expired - Fee Related
- 1987-12-10 AT AT87810736T patent/ATE69633T1/de not_active IP Right Cessation
- 1987-12-15 DK DK656287A patent/DK656287A/da not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
DK656287D0 (da) | 1987-12-15 |
DE3774689D1 (de) | 1992-01-02 |
DE3642846C2 (fr) | 1989-03-09 |
DK656287A (da) | 1988-06-17 |
ATE69633T1 (de) | 1991-12-15 |
DE3642846A1 (de) | 1988-07-07 |
EP0275824A1 (fr) | 1988-07-27 |
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