EP3477017A1 - Cadre d'échafaudage à sécurité d'escalade - Google Patents

Cadre d'échafaudage à sécurité d'escalade Download PDF

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Publication number
EP3477017A1
EP3477017A1 EP18202238.4A EP18202238A EP3477017A1 EP 3477017 A1 EP3477017 A1 EP 3477017A1 EP 18202238 A EP18202238 A EP 18202238A EP 3477017 A1 EP3477017 A1 EP 3477017A1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
transverse strut
tube
transverse
scaffold
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
EP18202238.4A
Other languages
German (de)
English (en)
Other versions
EP3477017B1 (fr
Inventor
Tobias STECK
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 SE
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
Publication of EP3477017A1 publication Critical patent/EP3477017A1/fr
Application granted granted Critical
Publication of EP3477017B1 publication Critical patent/EP3477017B1/fr
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
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G5/16—Struts or stiffening rods, e.g. diagonal rods
    • 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
    • E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
    • E04G2001/248—Inclined struts

Definitions

  • the invention relates to a scaffolding frame with climbing protection.
  • a scaffold tower with scaffolding frames has become known for use as a scaffold, which is particularly well suited for climbing the scaffold tower by ladders formed on the scaffolding frames.
  • the rungs of the ladders are formed in these known scaffolding frames in particular by the horizontal arms on the vertical frame. Unauthorized persons are facilitated climbing a scaffold tower.
  • the scaffolding frame has a first scaffold tube and a second scaffold tube.
  • the second scaffolding tube is parallel to and spaced from the first scaffold tube.
  • the scaffolding frame has a first cross strut. This is arranged between the first scaffold tube and the second scaffold tube vertically and horizontally aligned with these scaffold tubes.
  • the scaffolding frame is characterized in that a second transverse strut is arranged and fixed with a first end to the first scaffold tube and with a second end to the first cross strut. In this case, a first acute angle is formed between the second transverse strut and the first scaffold tube.
  • a third cross member is disposed and fixed at a third end to the second standpipe and at a fourth end to the second cross member.
  • a second acute angle is formed between the third transverse strut and the second scaffold tube.
  • the second and fourth ends of the transverse struts are arranged in the plane of the scaffolding frame.
  • the second end of the second transverse strut has a first distance to the second scaffolding tube.
  • the second end of the second transverse strut is spaced from the second scaffold tube in the scaffolding frame according to the invention.
  • the fourth end of the third cross member has a second distance to the first scaffold tube and is always spaced from the first scaffold tube.
  • the first and the second scaffolding tube are vertical and the first transverse strut is oriented horizontally, especially in the assembled state of the scaffolding frame.
  • the second and third transverse struts are oriented obliquely or obliquely or inclined with respect to the first transverse strut and the scaffold tubes.
  • This oblique arrangement of the second transverse strut and the third cross strut ensures that no person in a scaffold tower, which scaffolding frame according to the invention, can climb on this scaffolding frame.
  • the second and third cross struts can not be used as a ladder view, because no suitable tread is formed.
  • a working shoe of a scaffolder When entering the connection area cross strut / scaffolding tube, a working shoe of a scaffolder will become wedged. The scaffolder is thus forced to use safety-approved means and equipment for ascending and descending the scaffolding tower.
  • the danger of falling which exists in conventional scaffold towers due to non-compliant ascending and descending the finished tower, is thus significantly reduced or eliminated.
  • Scaffolding frames according to the invention can be arranged vertically above one another on vertical sides of a scaffold tower as vertical frames.
  • the two arranged on the opposite sides of a plane vertical frame can each be connected by rosettes attached, aligned perpendicular to the vertical frame horizontal bar together, especially at the upper and lower ends of the vertical frame in the vertical direction.
  • this diagonal elements in particular bolt diagonals or scaffolding frames are suitable, which are each attached to a horizontal bar on a lower side of a vertical frame and at the next higher horizontal bar on the opposite side of the scaffold tower.
  • the sleeves of the scaffolding frames are designed in a manner that safety hooks can be omitted.
  • a third acute angle is formed between the second transverse strut and the first cross strut and / or a fourth acute angle, and at this fourth acute angle a fifth obtuse angle is formed as supplementary angle between the third transverse strut and the second transverse strut.
  • a further embodiment of the scaffolding frame is characterized in that the first acute angle has values in the range of 57 ° to 58 °, in particular a value of 57.14 °, and / or the second acute angle values in the range of 73 ° to 74 ° , in particular a value of 73.15 °.
  • the third acute angle may have values in the range of 32 ° to 33 °, in particular a value of 32.86 °, and / or the fourth acute angle values in the range of 49 ° to 50 °, in particular a value of 49.71 °, and the fifth obtuse angle as a supplementary angle has a value of 130 ° to 131 °, in particular a value of 130.29 °.
  • the first, second and / or third transverse strut are each formed as a circular hollow profile.
  • the transverse struts are formed as a hollow profile, preferably with a configuration as a rectangular, square or circular hollow profile.
  • the profiles can have the same or different configurations, Have dimensions and / or diameter. Also conceivable are combinations of the profiles or profile dimensions or diameters. By appropriate selection of the profiles or profile combinations, an adaptation or optimization of the weight and / or the static properties of the frame can be made.
  • first and / or second and / or third transverse strut may have a rectangular or square profile.
  • a rectangular or square profile made possible by the relatively large contact surface a stable arrangement of the transverse struts on the scaffold tubes or other components, in particular, if these components also have a rectangular or square profile.
  • An advantageous embodiment of the scaffolding frame is characterized in that at least one of the transverse struts is formed of a different material than the other cross struts and / or the scaffold tubes.
  • the material By changing the material, an optimal adaptation to the requirements regarding the weight and the stability of the scaffolding frame can take place.
  • the scaffold tubes in particular mild steel can be used, preferably the steel grades S235, S355 and / or S420 or combinations thereof.
  • a further embodiment of the scaffolding frame is characterized in that at least one of the transverse struts has a different thickness of the tube wall than the other cross struts and / or the scaffold tubes.
  • the material for the scaffolding frame can be effected by the thickness of the respective pipe wall, an adaptation of the scaffolding frame to the requirements in terms of weight and stability.
  • the scaffolding frame In an advantageous embodiment of the scaffolding frame, at least one of the transverse struts is fastened by welding to the other cross struts and / or scaffold tubes. By welding, the attachment of the cross struts can be done in a stable manner.
  • the scaffolding frame according to the invention has only six welding points (welding areas).
  • the scaffolding frame according to the invention "distortion-free" can be prepared as known scaffolding frames with numerous welds, since in the course of the welding process less heat is entered into the material of the scaffolding frame to be created.
  • a further embodiment of the scaffolding frame is characterized in that the second transverse strut and the third transverse strut have different widths and / or heights or diameters.
  • a side view is shown on the scaffolding frames 10 according to the invention.
  • the scaffolding frame 10 has a first scaffold tube 12 and a second scaffold tube 14 .
  • the second standpipe 14 is arranged parallel to and spaced from the first standpipe 12.
  • a first transverse strut 16 is arranged to stiffen and in particular welded.
  • This first transverse strut 16 runs perpendicular to the first scaffold tube 12 and the second scaffold tube 14.
  • a second transverse strut 18 is arranged with a first end 20 on the first scaffold tube 12 and a second end 22 on the first cross strut 16 and in particular welded.
  • a third transverse strut 26 is arranged for stabilization with a third end 28 on the second scaffold tube 14 and with a fourth end 30 on the second cross strut 18 and in particular welded.
  • the second end 22 and the fourth end 30 of the second and third transverse struts 18, 26 are arranged in the plane of the scaffolding frame 10.
  • the second end 22 of the second transverse strut 18 within the scaffolding frame 10 has a first distance 32 from the second scaffold tube 14.
  • the fourth end 30 of the third transverse strut 26 has a second distance 34 to the first scaffolding tube 12 within the scaffolding frame 10.
  • the second transverse strut 18 and the third transverse strut 26 form an arrangement which resembles the Greek small letter lambda.
  • the scaffolding frame has a total of six welding points (welding face areas ) 36a , 36b , 36c , 36d , 36e , 36f .
  • first and second connecting elements 40a , 40b are fastened to the first and second scaffold tubes 12, 14 respectively adjacent to the first transverse strut 16.
  • a first acute angle 42a is formed between the second transverse strut 18 and the first scaffolding tube 12.
  • the first acute angle 42a may in particular assume a value of 57.14 °.
  • a second acute angle 42b is formed between the second scaffold tube 14 and the third transverse strut 26. This can in particular assume a value of 73.15 °.
  • a third acute angle 42c is formed, in particular with a value of 32.86 °.
  • a fourth acute angle 42d is formed, in particular with a value of 49.71 ° and a fifth obtuse angle 42e, in particular with a value of 130.29 °.
  • the angles 42a to 42d do not match with a length of the scaffold tubes of about 1 m Standard body with a diameter of 470 mm through the surfaces 44a , 44b , 44c , which are formed between the transverse struts 16, 18, 26 and the scaffold tubes 12, 14.
  • the first, second and third transverse struts 16, 18, 26 are formed as a tube. In this case, they may preferably have a rectangular profile.
  • the widths and heights of the transverse struts 16, 18, 26 may be different here.
  • the height in the case of the second and third transverse struts 18, 26, the height may be 20 mm and the width 30 mm or 40 mm.
  • the third transverse strut 26 may have a smaller width than the second transverse strut 18.
  • the height may be 60 mm and the width 30 mm.
  • the first, second and third transverse struts 16, 18, 26 may have different materials with each other and / or in comparison to the scaffold tubes 12, 14.
  • steel of the grade S235, S355 and / or S420 can be used here, without limiting the invention to this.
  • the transverse struts 16, 18, 26 may have different thicknesses of their respective tube walls and / or different thicknesses of their respective tube wall than the scaffold tubes 12, 14. As a result, the scaffolding frame 10 can be produced with different weights.
  • Fig. 2 shows a plan view of the scaffolding frame 10.
  • the connecting elements 40a, 40b have to save material and weight in particular only three nodes, of which the nodes of the first connecting element 40a with 46a , 46b , 46c are designated here by way of example.
  • Fig. 3 shows an isometric view of the scaffolding frame 10 with the first scaffold tube 12, the second scaffold tube 14, the first cross member 16, the second cross member 18 and the third cross member 26th
  • the invention relates in summary to a scaffolding frame 10.
  • the scaffolding frame 10 has a first scaffold tube 12 and a second scaffold tube 14 spaced from the first scaffold tube 12. Between these scaffolding tubes 12, 14, a horizontal first transverse strut 16 of the scaffolding frame 10 is arranged.
  • the scaffolding frame 10 is characterized in that the scaffolding frame 10 has a second transverse strut 18 and a third cross strut 26.
  • the second transverse strut 18 is fastened with a first end 20 to the first scaffold tube 12 and with a second end 22 to the first transverse strut 16.
  • the third transverse strut 26 is fastened to the second scaffold tube 14 with a third end 28 and to the second transverse strut 18 with a fourth end 30.
  • a first acute angle 42a is formed between the second transverse strut 18 and the first scaffolding tube 12.
  • a second acute angle 42 b is formed between the third transverse strut 26 and the second scaffold tube 14.
  • the second and fourth ends 22, 30 of the transverse struts 16, 18, 26 are arranged in the plane of the scaffolding frame 10 between the first scaffold tube 12 and the second scaffold tube 14 and spaced apart from these scaffold tubes 12, 14.
EP18202238.4A 2017-10-24 2018-10-24 Cadre d'échafaudage à sécurité d'escalade Active EP3477017B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102017218929.0A DE102017218929A1 (de) 2017-10-24 2017-10-24 Gerüstrahmen mit Klettersicherung

Publications (2)

Publication Number Publication Date
EP3477017A1 true EP3477017A1 (fr) 2019-05-01
EP3477017B1 EP3477017B1 (fr) 2022-12-14

Family

ID=63965467

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18202238.4A Active EP3477017B1 (fr) 2017-10-24 2018-10-24 Cadre d'échafaudage à sécurité d'escalade

Country Status (4)

Country Link
EP (1) EP3477017B1 (fr)
DE (1) DE102017218929A1 (fr)
ES (1) ES2935627T3 (fr)
PL (1) PL3477017T3 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE888161C (de) * 1945-10-02 1953-08-31 Kwikform Ltd Aus einzelnen vorher gefertigten Rahmen gebildetes Rohrbaugeruest
US2765200A (en) * 1952-11-04 1956-10-02 Universal Mfg Co Scaffold legs with coupling pins
US3395501A (en) * 1966-01-03 1968-08-06 Harsco Corp Hoist tower
FR2247912A5 (en) * 1973-10-12 1975-05-09 Self Lock Echafaudages Scaffolding designed for easy movement of workmen - has prefabricated frames with passageway allowing man to walk upright
EP2881521A1 (fr) * 2013-12-03 2015-06-10 Tobler AG Échafaudage et cadre vertical pour un échafaudage

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2353558B (en) * 1999-08-27 2002-12-11 Sgb Services Plc A scaffolding connection
US20060076191A1 (en) * 2004-10-12 2006-04-13 Safway Services, Inc Walk-through scaffold and hoist frame
DE102010000472A1 (de) 2010-02-19 2011-08-25 Wilhelm Layher Verwaltungs-GmbH, 74363 Baugerüst und Verfahren zum Montieren bzw. Demontieren eines derartigen Baugerüsts
ES2570166T3 (es) * 2011-08-08 2016-05-17 Peri Gmbh Cubierta y procedimiento de montaje para erigir una torre de andamio portante
FR3005084B1 (fr) * 2013-04-30 2015-04-10 Godon Sas Cadre pour tour d'etaiement avec garde-corps integre

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE888161C (de) * 1945-10-02 1953-08-31 Kwikform Ltd Aus einzelnen vorher gefertigten Rahmen gebildetes Rohrbaugeruest
US2765200A (en) * 1952-11-04 1956-10-02 Universal Mfg Co Scaffold legs with coupling pins
US3395501A (en) * 1966-01-03 1968-08-06 Harsco Corp Hoist tower
FR2247912A5 (en) * 1973-10-12 1975-05-09 Self Lock Echafaudages Scaffolding designed for easy movement of workmen - has prefabricated frames with passageway allowing man to walk upright
EP2881521A1 (fr) * 2013-12-03 2015-06-10 Tobler AG Échafaudage et cadre vertical pour un échafaudage

Also Published As

Publication number Publication date
DE102017218929A1 (de) 2019-04-25
PL3477017T3 (pl) 2023-02-27
EP3477017B1 (fr) 2022-12-14
ES2935627T3 (es) 2023-03-08

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