EP2427609B1 - Système d'échafaudage, procédé de montage d'un système d'échafaudage et procédé d'utilisation d'un tel système - Google Patents

Système d'échafaudage, procédé de montage d'un système d'échafaudage et procédé d'utilisation d'un tel système Download PDF

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Publication number
EP2427609B1
EP2427609B1 EP10712427A EP10712427A EP2427609B1 EP 2427609 B1 EP2427609 B1 EP 2427609B1 EP 10712427 A EP10712427 A EP 10712427A EP 10712427 A EP10712427 A EP 10712427A EP 2427609 B1 EP2427609 B1 EP 2427609B1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
elements
transverse connecting
connecting element
supports
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
EP10712427A
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German (de)
English (en)
Other versions
EP2427609A1 (fr
EP2427609B2 (fr
Inventor
Johann Peneder
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.)
Doka GmbH
Original Assignee
Doka Industrie 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
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Application filed by Doka Industrie GmbH filed Critical Doka Industrie GmbH
Priority to PL10712427T priority Critical patent/PL2427609T5/pl
Publication of EP2427609A1 publication Critical patent/EP2427609A1/fr
Publication of EP2427609B1 publication Critical patent/EP2427609B1/fr
Application granted granted Critical
Publication of EP2427609B2 publication Critical patent/EP2427609B2/fr
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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
    • E04G1/18—Scaffolds primarily resting on the ground adjustable in height
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • 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
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/20—Stiff scaffolding clamps for connecting scaffold members of common shape for ends of members only, e.g. for connecting members in end-to-end relation

Definitions

  • the invention relates to a scaffold system with a scaffold element, and to a method for setting up a scaffold system.
  • Scaffolding elements are known from the prior art, but these scaffolding systems have the disadvantage that in many cases a combination of different scaffolding elements with working positions at different heights is necessary to set approximately the ideal working position.
  • the passage height between two stacked scaffolding elements in particular due to the height of the individual scaffolding elements, sometimes less than 1.8 m, which allows people to pass only in a stooping posture and the risk of accidents increases due to eventual abutment with cross connections.
  • the EP 0 014 623 A1 discloses a scaffolding system in which the height of the floor defining the working position is fixed.
  • the DE 1 740 990 U discloses a scaffolding element in which a horizontally arranged longitudinal tube can be inserted into a vertically displaceable support shell and secured there by means of a screw bolt.
  • the invention has for its object to provide a scaffolding system that solves the known problems of the prior art and also has a simple structure. Furthermore, this advantage should be achieved in a method for setting up a scaffold system and by using the scaffold system.
  • the scaffolding system comprises at least two scaffolding elements, comprising two substantially mutually parallel support and at least two stiffening elements for stiffening the parallel support assembly, wherein the scaffolding element has exactly one cross-connection element which is fixed between the supports and connects, and wherein the stiffening elements attached to the cross-connection element.
  • the carriers are placed vertically to the ground and all elements of a scaffold element, so the carrier, the stiffening elements and the cross-connecting element, are located approximately in a plane.
  • two or more scaffolding elements are arranged in parallel planes one behind the other and stabilized by lateral stiffening or "Verthrotitch" between the scaffolding elements, so that tipping over the scaffolding elements is prevented.
  • a scaffolding element to provide a stable scaffolding system which has only one cross-connection element.
  • the stiffening elements By attaching the stiffening elements to the cross-connection element, it is also possible to provide a particularly stable framework element in which the stiffening elements do not span the framework element between the two supports and do not cross each other, but in which the stiffening elements only extend from the support to the cross-connection element ,
  • a substantially barrier-free passage between successively arranged scaffolding elements is made particularly advantageous, since only one cross-connection element is present, and the stiffeners are arranged laterally.
  • the cross-connection element is arranged asymmetrically in the longitudinal direction of extension of the carrier. In this way it is possible, by upside down identical scaffolding elements, the To arrange cross-connection element according to requirements in different heights and to realize particularly high passages between stacked scaffolding elements.
  • the scaffold elements can also be arranged one above the other to form a scaffold system.
  • it has proven to be particularly advantageous to provide at least one support end with at least one opening into which a connection element can be introduced. In this way, it is particularly advantageous possible to arrange a plurality of scaffolding elements with differently oriented, asymmetrically arranged cross-connection elements one above the other and to connect them.
  • the stiffening elements are arranged so that a passage between the attachment points of the stiffening elements is recessed on the cross-connection element.
  • a securing element in particular a railing, can be arranged. It is possible to attach the fuse element easily detachable to the cross-connection elements or on the carriers. In this way it is particularly advantageous possible to prevent the falling of persons or objects.
  • a scaffold system is created by arranging several scaffold elements one above the other. It is particularly advantageous possible to vary the working height and the clearance height between the individual scaffolding elements by the asymmetrically arranged cross-connecting element is placed in accordance with the upper or lower half.
  • a walk-on support surface can be arranged between two transverse connecting elements of two scaffolding elements arranged substantially parallel to the floor. In this way, it is particularly advantageous possible to provide an area on which people stand or tools can be stored to provide.
  • the object underlying the invention is further achieved by a method for setting up a scaffold system, in which initially a first scaffolding element with two carriers and an asymmetrically arranged cross-connection element, to which a large and a small passage area adjoin between the carriers, is placed. Subsequently, a second scaffolding element, which has two beams and an asymmetrically arranged transverse connecting element, which is adjoined between the supports by a large and a small passage area, is connected to the first scaffold element, wherein the second scaffold element has a different orientation with respect to the first scaffold element of the asymmetrical cross-connection element, so that the two large passage regions adjoin one another. Alternatively, it is also possible to arrange the two small passage areas adjacent to each other.
  • Fig. 1 shows two superposed to form a framework system 20 scaffolding elements 10, wherein the scaffolding elements 10 each have two parallel arranged carrier 12.
  • the beams 12 are interconnected with a cross-link 16, the cross-link 16 in the illustrated embodiment being arranged asymmetrically in the longitudinal direction of the beam 12, ie in the "upper” or “lower” half of the beam 12.
  • Two superposed beams 12 are formed thereby over a in Fig. 1 not shown connecting element 24 connected to each other.
  • stiffening elements 14 extend at an angle to the transverse connecting element 16. In this way, the rigidity of the framework element is increased.
  • a stiffening element 14 extends from an area above the transverse connecting element 16 at an angle from each support 12 to the transverse connecting element 16 and a stiffening element 14 extends extending from an area below the cross link 16 at an angle from each carrier 12 to the cross link 16.
  • the stiffening elements 14 are welded to the transverse connecting element 16 and the carrier 12.
  • Alternative forms of attachment such. B. by screws, rivets or the like, are also possible.
  • a plurality of scaffolding elements 10 to a scaffold system 20 can be arranged one above the other.
  • a small passage area can be created between the scaffold elements 10 in the scaffolding system 20 by arranging the scaffold elements 10 one above the other so that the small passage areas adjoin one another.
  • a central passage area between the scaffold elements 10 of the scaffold system 20 can be created by arranging the scaffold elements 10 one above the other with the same orientation of the asymmetrically arranged transverse connecting element 16.
  • a walkable support surface between two substantially successively arranged scaffolding elements 10 can be arranged.
  • the bearing surface is thereby supported on the transverse connecting element 16 in such a way that the bearing surface is held securely and passably in both arrangement orientations of the framework element 10.
  • scaffolding elements 10 having a height of about 1.8 m, 1.2 m or 0.9 m are suitable, wherein the transverse connecting element 16 is arranged correspondingly asymmetrically, preferably approximately to one third of the height of the supports 12.
  • a passage height of about 2m there from the calculated 2.4m clearance height (2 x 1.2m) nor the heights of the cross-connection elements 16 have to be deducted.
  • a securing element in particular a railing, is to be detachably arranged at the end of a passage between the stiffening elements 14 or the supports 12 in order to avoid personal injury.
  • a fixing point 22 is provided on both sides of the transverse connecting element 16 on the stiffening element 14 and / or the carrier 12. Insofar as the securing element is attached to the stiffening element 14, care must be taken that it is adjustable in length, so that it can be attached to the stiffening element 14 on both sides of the transverse connecting element 16.
  • a connecting element is attached between two scaffolding elements 10 for fastening the scaffold elements arranged one above the other.
  • FIG. 2 an example of such a connecting element 24 is shown.
  • the connecting element 24 is inserted into the support 12, which is preferably round in cross section, until it engages an insertion limiter 28, which has a larger diameter than the support 12, and a locking device 26 engages in a locking receptacle formed on the support 12.
  • the scaffolding element 10 to be arranged on the scaffold element 10 provided with the connecting element 24 is connected in an analogous manner to the connecting element 24. In this way, the flexible arrangement of the scaffold elements 10 is ensured one above the other to a scaffold system 20.
  • the connecting element 24 for example by means of a Absteckbolzens, a clip, a latching element or the like can be locked or fastened to the carrier 12.
  • the ends of the carriers 12 and the connecting elements 24 are dimensioned so that spindles arranged on the bottom can be screwed into both the carrier 12 and into the connecting elements 24 for compensating heights of the carriers. In this way, a scaffolding element can be aligned on uneven floors and the height can be set exactly. Such spindles are available in the construction industry.
  • Fig. 3 shows a further embodiment of a scaffold element 10 according to the invention, wherein the same or similar elements are denoted by the same reference numerals. It puts Fig. 3 a framework element 10 whose support 12 has a smaller longitudinal extension than 1.4 m, preferably approximately 0.9 m or 1.2 m, exhibit.
  • this scaffolding element 10 it has proven to be advantageous only a stiffening element 14 in analogy to that in Fig. 1 described performed on each carrier 12.
  • the embodiment of Fig. 3 however, it may have two stiffeners on each side.
  • the stiffening element 14 on a support 12 of the scaffold element 10, the stiffening element 14 below and on the other support 12 to arrange the stiffening element 14 above the cross-connecting element 16.

Claims (7)

  1. Système d'échafaudage (20) comprenant plusieurs éléments d'échafaudage (10), chaque élément d'échafaudage (10) comportant
    deux longerons (12) disposés sensiblement parallèlement l'un à l'autre, et
    au moins deux éléments de renforcement (14) destinés à renforcer le montage parallèle des longerons,
    l'élément d'échafaudage comportant précisément un élément de liaison transversale (16), ledit élément de liaison transversale (16) étant fixé entre les longerons (12) et reliant ceux-ci,
    les éléments de renforcement (14) étant en outre appliqués contre l'élément de liaison transversale (16), et
    l'élément de liaison transversale (16) étant disposé de manière asymétrique dans la direction d'extension longitudinale des longerons (12),
    caractérisé en ce qu'au moins deux éléments d'échafaudage (10) sont superposables l'un à l'autre avec des éléments de liaison transversale (16) différemment orientés en état d'utilisation du système d'échafaudage (20) constitué par les éléments d'échafaudage (10),
    au moins deux éléments d'échafaudage (10) étant de hauteur différente.
  2. Système d'échafaudage selon la revendication 1, caractérisé en ce qu'au moins un longeron (12) d'un élément d'échafaudage (10) présente une ouverture de réception d'un élément de liaison (18) sur au moins une extrémité.
  3. Système d'échafaudage selon la revendication 1 ou 2, caractérisé en ce que les éléments de renforcement (14) des éléments d'échafaudage (10) sont disposés de manière à ménager un passage entre les points d'application des éléments de renforcement (14) contre l'élément de liaison transversale (16).
  4. Système d'échafaudage selon l'une des revendications précédentes, caractérisé en ce qu'un élément de maintien, en particulier un garde-corps, peut être disposé entre les éléments de renforcement (14) et/ou les longerons (12) des éléments d'échafaudage (10).
  5. Système d'échafaudage selon l'une des revendications précédentes, caractérisé en ce qu'une surface d'appui praticable peut être disposée entre deux éléments de liaison transversale (16), sensiblement parallèles au sol, de deux éléments d'échafaudage (10).
  6. Procédé de montage d'un système d'échafaudage, en particulier selon l'une des revendications 1 à 5, comprenant les étapes suivantes :
    a) montage d'un premier élément d'échafaudage (10) comportant deux longerons (12) et un élément de liaison transversale (16) disposé de manière asymétrique, auquel sont adjacentes une petite et une grande zone de passage entre les longerons (12),
    b) raccordement au premier élément d'échafaudage (10) d'un deuxième élément d'échafaudage (10), lequel comporte deux longerons (12) et un élément de liaison transversale (16) disposé de manière asymétrique, auquel sont adjacentes une petite et une grande zone de passage entre les longerons (12), caractérisé en ce que le deuxième élément d'échafaudage (10) présente une orientation différente de l'élément asymétrique de liaison transversale (16) par rapport au premier élément d'échafaudage (10), de manière à rendre les deux grandes zones de passage adjacentes l'une à l'autre,
    c) répétition des étapes a) et b).
  7. Utilisation d'un système d'échafaudage (20) comprenant plusieurs éléments d'échafaudage (10) selon l'une des revendications 1 à 5,
    caractérisé en ce qu'au moins deux éléments d'échafaudage (10) sont superposés l'un à l'autre avec des éléments de liaison transversale (16) différemment orientés en état d'utilisation du système d'échafaudage (20) constitué par les éléments d'échafaudage (10).
EP10712427.3A 2009-05-06 2010-03-31 Système d'échafaudage, procédé de montage d'un système d'échafaudage et procédé d'utilisation d'un tel système Active EP2427609B2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10712427T PL2427609T5 (pl) 2009-05-06 2010-03-31 System rusztowania, sposób stawiania systemu rusztowania, oraz zastosowanie takiego systemu rusztowania

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009002854A DE102009002854A1 (de) 2009-05-06 2009-05-06 Gerüstelement, Gerüstsystem mit einem Gerüstelement und Verfahren zum Aufstellen eines Gerüstsystems
PCT/EP2010/054368 WO2010127916A1 (fr) 2009-05-06 2010-03-31 Système d'échafaudage comprenant un élément d'échafaudage et procédé de montage d'un système d'échafaudage

Publications (3)

Publication Number Publication Date
EP2427609A1 EP2427609A1 (fr) 2012-03-14
EP2427609B1 true EP2427609B1 (fr) 2013-01-09
EP2427609B2 EP2427609B2 (fr) 2016-02-24

Family

ID=42237062

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10712427.3A Active EP2427609B2 (fr) 2009-05-06 2010-03-31 Système d'échafaudage, procédé de montage d'un système d'échafaudage et procédé d'utilisation d'un tel système

Country Status (14)

Country Link
EP (1) EP2427609B2 (fr)
JP (1) JP5492293B2 (fr)
KR (1) KR101674878B1 (fr)
CN (1) CN102575477B (fr)
AU (1) AU2010244569B2 (fr)
BR (1) BRPI1011408A2 (fr)
CL (1) CL2011002779A1 (fr)
DE (1) DE102009002854A1 (fr)
MX (1) MX2011011685A (fr)
MY (1) MY152534A (fr)
PE (1) PE20121035A1 (fr)
PL (1) PL2427609T5 (fr)
SG (1) SG175872A1 (fr)
WO (1) WO2010127916A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014205850A1 (fr) 2013-06-29 2014-12-31 华为技术有限公司 Procédé et dispositif de commande de puissance en liaison montante
CN104763717B (zh) * 2015-03-23 2017-07-07 朱宏宇 正斜多向立体连接夹板节、快装架、应用及其方法
CN106639277B (zh) * 2017-01-21 2019-02-01 中国航天建设集团有限公司 一种门式脚手架及复合式脚手架
WO2022212490A1 (fr) * 2021-03-31 2022-10-06 Grady Smith Échafaudage multifonction à plateforme réversible

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1740990U (de) * 1956-09-17 1957-03-07 Friedrich Krueger Rohrgeruestrahmen als universelles bauelement nebst klemm - verbindungsstueck.
DE1740991U (de) * 1957-01-10 1957-03-07 Steidle Bau E Bandage fuer hoelzerne schalungstraeger.
FR2421252A1 (fr) * 1978-03-29 1979-10-26 Somefran Dispositif de raccordement de deux elements tubulaires, et elements d'echafaudage correspondants a cadres prefabriques
FR2447434A1 (fr) * 1979-01-23 1980-08-22 Somefran Entretoisement d'echafaudage, et elements d'echafaudage pour le montage de cet entretoisement
US4291784A (en) * 1980-03-14 1981-09-29 Moses Owen L Compact, quick assembly scaffold
JPS58162930U (ja) * 1982-04-26 1983-10-29 君岡鉄工株式会社 枠組足場の連結金具
JPS6427346U (fr) * 1987-08-08 1989-02-16
US4830144A (en) † 1988-01-25 1989-05-16 Saf-T-Green Manufacturing Corporation Scaffold
JPH0552090U (ja) * 1991-12-24 1993-07-09 三菱化成株式会社 組立足場ユニット
JPH0557201U (ja) * 1992-01-14 1993-07-30 株式会社フジタ 足場用縦枠と足場用手摺
JP3878277B2 (ja) * 1997-04-08 2007-02-07 ジャパン スチールス インターナショナル株式会社 足場ユニット
JP3947605B2 (ja) * 1997-09-30 2007-07-25 株式会社ナカオ 足場ユニット及び足場ユニットを用いた足場構造
KR200394640Y1 (ko) * 2005-06-22 2005-09-02 남준식 높낮이 조절식 비.티 난간대

Also Published As

Publication number Publication date
MX2011011685A (es) 2012-04-30
BRPI1011408A2 (pt) 2016-03-15
MY152534A (en) 2014-10-15
EP2427609A1 (fr) 2012-03-14
CN102575477B (zh) 2015-02-11
CL2011002779A1 (es) 2012-03-23
JP5492293B2 (ja) 2014-05-14
AU2010244569A1 (en) 2011-12-15
EP2427609B2 (fr) 2016-02-24
KR20120014569A (ko) 2012-02-17
PE20121035A1 (es) 2012-08-09
WO2010127916A1 (fr) 2010-11-11
PL2427609T3 (pl) 2013-06-28
SG175872A1 (en) 2011-12-29
DE102009002854A1 (de) 2010-11-11
JP2012526214A (ja) 2012-10-25
KR101674878B1 (ko) 2016-11-10
AU2010244569B2 (en) 2015-09-03
PL2427609T5 (pl) 2017-04-28
CN102575477A (zh) 2012-07-11

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