EP1700976A2 - Dispositif antichute pour échafaudages de construction - Google Patents

Dispositif antichute pour échafaudages de construction Download PDF

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Publication number
EP1700976A2
EP1700976A2 EP06004168A EP06004168A EP1700976A2 EP 1700976 A2 EP1700976 A2 EP 1700976A2 EP 06004168 A EP06004168 A EP 06004168A EP 06004168 A EP06004168 A EP 06004168A EP 1700976 A2 EP1700976 A2 EP 1700976A2
Authority
EP
European Patent Office
Prior art keywords
scaffolding
component
fall protection
railing
protection according
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.)
Withdrawn
Application number
EP06004168A
Other languages
German (de)
English (en)
Inventor
Marcus Maurer
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
Priority claimed from DE102005012904A external-priority patent/DE102005012904A1/de
Application filed by Individual filed Critical Individual
Publication of EP1700976A2 publication Critical patent/EP1700976A2/fr
Withdrawn legal-status Critical Current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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • 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
    • E04G5/14—Railings
    • E04G5/144—Railings specific for the lateral, i.e. short side of a 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G5/147—Railings specially adapted for mounting prior to the mounting of the platform

Definitions

  • the invention relates to a fall protection for scaffolding, with a component which can be coupled to form a Baugerrüstage on their exposed sides securing railing exclusively to parts of the underlying floor of the scaffolding.
  • Scaffoldings made of metal are built in stages from floor parts and in each case over the height of a floor extending, aufsteckbaren vertical supports.
  • the construction facing free scaffolding sides can be secured by railing rods, which are connected at their ends in each case with a vertical support.
  • the scaffolders In order to be able to mount the vertical supports of the next floor, the scaffolders must enter the still unsecured floors of the next floor, with the risk of falling.
  • the invention has for its object to provide a new fall protection of the type mentioned, which requires less effort for the transport of components to the scaffolding construction site.
  • the solving this task fall protection according to the invention is characterized in that the device after erection of the secured by the railing Baugerdireage decoupled from the parts of the underlying floor and to secure the Baugerparticularlyage, which follows the secured floor, can be coupled to the relevant parts of the secure floor is, etc.
  • the components are each used only for temporary erection of a railing in each floor. Therefore, only components for the railing of a single floor need to be available and not, as in the prior art, for the railings of all floors of the scaffolding.
  • the fall protection according to the invention can be used for the establishment of permanent railing in each floor, the previously used, easily transportable Gelönderstangen.
  • the device can be coupled to a vertical support of the scaffolding on a vertical side of the component. On the other vertical side, it can be connectable to another such component, wherein two such components are used for the formation of a railing for a limited by two adjacent vertical columns floor space.
  • the component can be supported on a railing which is built in the floor below and is intended to remain there, with the above-mentioned railing rods in particular being considered for such a railing.
  • a scaffolding shown in detail in Fig. 1 has horizontally spaced from each other, interconnected vertical supports 1 and 2 floors in each scaffolding.
  • the bottoms 2 are hooked at their ends via hooks on the vertical supports.
  • the vertical supports are each joined together at 3.
  • the vertical supports each consist of two mutually spaced spars and at least one, arranged at the upper end of the bar traverse. Between adjacent vertical supports 1 of the scaffolding extend to the open, the construction facing away from the scaffold railing rails 4 and 5, which are angled at their ends and mounted in corresponding openings on the vertical supports 1.
  • the railing rods 4 and 5 form a railing for the lower, visible in Fig. 1 floor 21 of the scaffolding on the baufemer page.
  • two components 7 are provided, which are connected to the lower floor 21 forming parts of the scaffolding.
  • the identical components 7 have in the relevant embodiment in each case two vertical strands 8 and 9 and four, the vertical strands connecting horizontal strands 10 to 13, of which the horizontal strands form 10 to 12 railing poles of the railing 6.
  • the two components 7 are each coupled via a boom 14 and 18 to a vertical support 1 of the lower floor 21 of the scaffolding. About their boom 14 and 18, the components 7 are also interconnected.
  • the couplings have wedges for the production of clamping connections.
  • the two vertical strands 8 and 9 are further supported on the Gelanderstungen 4 and 5, for which, as shown in FIG. 2 on the vertical strands 15 are formed, of which fork-like guides 16 and 17 protrude downward.
  • the railing rods 4 and 5 between the tongues 16 and 17 come to the arrangement and are in the relevant embodiment against the boom 15 at. It was sufficient that one of the railing rests against one of the boom.
  • the railing 6 shown in Fig. 1 can be installed before the erection of the upper floor 22, wherein the components 7 are placed on the railing rods 4 and 5 and to connect via the boom 14 and 18 with the respective vertical supports 1 and each other. Then, when the floors 2 for the upper floor 22 are mounted, the railing 6 already exists. Scaffolders entering the newly erected floors of the floor 22 to mount the vertical supports 1 of the upper floor 22 are already secured by the railing 6. After attachment of railing rods 4 and 5 in the newly constructed floor 22, the components 7 can be added to secure the next floor to one floor up, etc.
  • a in Fig. 1 indicated by dashed lines, pivotally connected to the horizontal strand 10 U-profile can be swung so that the horizontal strand 10 of the adjacent component 7 engages in the U-profile.
  • the strand ends are secured by the U-profile against shearing relative to each other.
  • components 7a and 7a 'of different horizontal length are used to form a railing 6a which are not connected to each other.
  • a railing bar 4b is connected to a bracket 20 for additional support of the component.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP06004168A 2005-03-03 2006-03-02 Dispositif antichute pour échafaudages de construction Withdrawn EP1700976A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0502141 2005-03-03
DE102005012904A DE102005012904A1 (de) 2005-03-21 2005-03-21 Absturzsicherung für Baugerüste

Publications (1)

Publication Number Publication Date
EP1700976A2 true EP1700976A2 (fr) 2006-09-13

Family

ID=36572241

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06004168A Withdrawn EP1700976A2 (fr) 2005-03-03 2006-03-02 Dispositif antichute pour échafaudages de construction

Country Status (1)

Country Link
EP (1) EP1700976A2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITMI20081670A1 (it) * 2008-09-22 2010-03-23 Montesanti Costruzioni Sas Di Giuse Ppe Montesanti Cavalletto per la totale sicurezza dei pontisti
ITRM20090260A1 (it) * 2009-05-21 2010-11-22 Adriano Demurtas Dispositivo di protezione collettivo, in particolare per ponteggi.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITMI20081670A1 (it) * 2008-09-22 2010-03-23 Montesanti Costruzioni Sas Di Giuse Ppe Montesanti Cavalletto per la totale sicurezza dei pontisti
ITRM20090260A1 (it) * 2009-05-21 2010-11-22 Adriano Demurtas Dispositivo di protezione collettivo, in particolare per ponteggi.

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