EP1849930A1 - Stützarm für modulares Gerüstsystem sowie modulares Gerüstsystem mit einem solchen Stützarm - Google Patents

Stützarm für modulares Gerüstsystem sowie modulares Gerüstsystem mit einem solchen Stützarm Download PDF

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Publication number
EP1849930A1
EP1849930A1 EP06290678A EP06290678A EP1849930A1 EP 1849930 A1 EP1849930 A1 EP 1849930A1 EP 06290678 A EP06290678 A EP 06290678A EP 06290678 A EP06290678 A EP 06290678A EP 1849930 A1 EP1849930 A1 EP 1849930A1
Authority
EP
European Patent Office
Prior art keywords
support arm
support
shaped portions
arm according
arms
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
EP06290678A
Other languages
English (en)
French (fr)
Other versions
EP1849930B1 (de
Inventor
Hans Hofstetter
Beat Joss
Fritz Fankhauser
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.)
Soletanche Freyssinet SA
Original Assignee
Freyssinet SAS
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 Freyssinet SAS filed Critical Freyssinet SAS
Priority to EP06290678.9A priority Critical patent/EP1849930B1/de
Publication of EP1849930A1 publication Critical patent/EP1849930A1/de
Application granted granted Critical
Publication of EP1849930B1 publication Critical patent/EP1849930B1/de
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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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/02—Shores or struts; Chocks non-telescopic
    • 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
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/12—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means comprising members of special, e.g. composite, cross-section or with lugs or the like or lateral apertures for supporting or attaching other 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
    • 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

Definitions

  • the invention relates to support arms for modular scaffolding system and modular scaffolding systems comprising such support arms.
  • the support arms and thus the modular scaffolds can support low or medium loads and these modular scaffolds are generally constructed from steel elements that are fixed to each other temporarily.
  • These known modular scaffolds are adapted to particular circumstances of a building site or land and can therefore be used only once.
  • the beams or sleepers used to build these known modular scaffolds must be individually adjusted according to their respective length, which has a major drawback.
  • their transport requires conveying means of relatively large sizes which also significantly affect the cost of transport of these modular scaffolds.
  • the known modular scaffolding systems which consist of beams or sleepers can only withstand low or medium loads, which implies that these steel constructions are subject to sometimes high loads that can irreparably damage their connection joints especially when the modular scaffolding system must support wide-span ties.
  • the present invention therefore proposes to solve the disadvantages mentioned above.
  • the subject of the invention is a support arm for a modular scaffolding system used in structure structures, characterized in that it extends between a lower end and an upper end which are interconnected. by an elongate body having a section formed by at least three portions, and preferably four U-shaped portions which have two lateral branches which are each integral with the side branch of the adjacent U-shaped portion.
  • FIGS. 1 to 5 all show support arms 1 which extend between an upper end 2 and a lower end 3 which are interconnected by an elongated metal body 4.
  • the support arms can for example vary in length from 9 centimeters, 27 centimeters, 45 centimeters, 90 centimeters, 180 centimeters and 270 centimeters for the largest.
  • each elongate body 4 comprises four U-shaped portions 5 which have two lateral branches integral and substantially equal and preferably perpendicular to the side branches of the U-shaped portions 5 which are directly adjacent.
  • the junction between two lateral branches of two U-shaped portions 5 substantially forms a rounded corner so as to enhance the strength of the support arm as a whole.
  • each support arm 1 is formed by substantially rectangular metal plates in the center of which are formed openings 6. These openings 6 open directly into the cavity formed by the four U-shaped portions 5 constituting the elongate body 4.
  • Each plate has at its outer contour a plurality of orifices, for example 8 in number, intended to receive fasteners for fixing at least one other support arm 1 for modulating said modular scaffolding system.
  • each support arm 1 comprises a metal beam 30 which extends between the U-shaped portions 5 and between the upper and lower 2 plates of the support arm.
  • pins or reinforcement members 31, 4 in number, can connect the elongated beam to the rounded corners of the U-shaped portions so as to increase the strength of the support arm, particularly with respect to buckling forces.
  • the elongated beam 30 in the support arm 1 is also particular. Indeed, as can be seen in Figure 8, the elongate beam 30 has a substantially square section whose sides are arranged with respect to the rounded corners of the side branches of the U-shaped portions 5 and whose corners are arranged opposite mid-branches of the U-shaped portions.
  • each support arm 1 may also comprise fastening means 7 for fastening handling members or other members as will be seen below.
  • the support arms 1 shown in Figures 1 to 5 and as they are formed by their elongate body which have a section formed by four U-shaped portions are capable of supporting axial loads up to 2000kN.
  • FIGS. 7 and 8 show in more detail the fastening means 7 that can be directly attached to the elongated body 4 of the support arm 1, and FIG. 8 again shows the section formed by four U-shaped portions 5, the two branches of which lateral are integral and substantially perpendicular to the side branches of the U-shaped portions directly adjacent. Also shown in this figure 8, the eight holes of the lower plate 3 which allows attachment of the support arm 1 to another support arm so as to make the scaffold modular.
  • FIG. 9 shows a module 41 which comprises four support arms 1 of equal length and which form the corners of a square while being fixed in them by holding plates 8.
  • these holding plates 8 each comprise two upper and lower arms 9 which are connected at their ends to the fastening means 7 of the support arms 1 so as to hold and fix between them the adjacent support arms 1. Furthermore, these holding plates 8 also comprise vertical panels 10 which extend between the arms 9. As can be seen in FIG. 10, these panels 10 can be formed by perforated and / or curved panels which make it possible to rigidify the assembly of the module 41 thus assembled.
  • FIG. 11 represents a cross-sectional view of the module 41 as represented in FIG. 9.
  • each module 41 comprises four support arms 1 which form the corners of a square and these support arms 1 are connected between them by the holding plates 8 to stiffen the assembly.
  • FIG. 12 shows a detailed view of one of the support arms 1 forming the module 41, this FIG. 12 representing the support arm 1 and its elongated body 4 with its four U-shaped portions 5 which are interconnected or which form a single piece and above which are fixed the upper plate 2 which is itself provided with eight holes for attachment of another upper module.
  • FIG. 13 shows an exemplary embodiment in which tensioning cables 11 are arranged in the opening 6 of the upper or lower plate of the support arm 1 and thus inside the elongated body 4, these setting cables in tension 11 can be tensioned so as to improve the stressing of the support arm 1 when the latter is subjected to high stresses or prestressing.
  • these tensioning cables 11 can pass through several support arms 1 when the latter are fixed to one another by means of the substantially rectangular end plates and in which the eight orifices for fixing a plurality of other modules 41.
  • the elongated body 1 can also be filled with reinforcing materials such as concrete, foam material 12, mortar or the like in order to to improve the strength of the support arms under tension or to seal the cables 11.
  • FIG. 15 represents an overview of two towers 20 formed of a plurality of modules 41 which support a horizontal and triangular reinforcing structure 15.
  • This modular scaffolding system such as that shown in Figure 15 will be explained in detail below.
  • FIG. 16 shows two modules 41 constituting the upper end portion of one of the towers 20 shown in FIG. 15 serving to support the horizontal reinforcing structure 15.
  • the lower module 41 has an upper plate 2 which is directly attached and fixed to the lower plate 3 of the module 41 which is superior thereto so as to form a modular pylon portion 20.
  • these modules 41 which are formed by four support arms 1 can also be completed by tensioning cables which in this case will be directly arranged in the elongated body 4 of each support arm 1.
  • the upper plates 2 of the upper module 41 serve for fixing two I-shaped bearing elements 13, these two I-shaped bearing elements 13 serving themselves. to support a second substantially rectangular support element 14 which is arranged perpendicular to the two I-shaped support elements 13.
  • These two I-shaped or rectangular support elements 14 are generally fixed by means of fixing such as bolts or fixing screws without using a weld spot to improve the modularity of the entire structure.
  • FIG. 17 shows a triangulated cross member 42 which forms part of the horizontal reinforcing structure 15 shown in FIG.
  • This triangulated cross member 42 is formed by a plurality of upper support arms 1 identical to those shown in FIGS. 1 to 5 which are connected to each other. between them by a plurality of contiguous elements 16 which will be described in more detail in the following description.
  • This triangulated crossbar 42 also comprises a plurality of lower support arms 1 which are themselves connected to each other by contiguous elements 16 of the same shape as the upper contiguous elements 16 shown in FIG. 17. Furthermore, these contiguous upper and lower elements lower 16 are interconnected by diagonal support arms 1 which are also formed by support arms 1 identical to those shown in Figures 1 to 5.
  • FIG. 18 shows in detail a contiguous element 16 which comprises, at its two ends, rectangular plates 16a having an opening through which, in particular, tensioning cables can pass which will themselves extend through the support arms 1 or more exactly elongated bodies 4 of support arms 1.
  • Each rectangular plate 16a of a joined element 16 also has eight orifices to allow their attachment to the rectangular plate of the support arms 1.
  • each contiguous element 16 has four base plates 17 which are traversed by two axes for the attachment of two rotating members 18 which also have two perforated plates of eight orifices so as to come attach to the diagonal support arms 1 which will form part of the triangulated cross.
  • the horizontal reinforcing structure 15 comprises two triangulated sleepers 42 which rest directly on the towers. Formed by the modular elements 41, and as can be seen in FIG. 19, the two triangulated crosspieces 42 are connected to each other by means of I-shaped connecting elements 20 which connect the joined elements in a fixed manner. upper 16 of each triangulated cross 42.
  • FIG. 23 shows a detailed figure of the joined element 16 when the latter is connected to two lower support arms 1 and to two diagonal support arms 1.
  • FIG. 24 represents, for its part, the end of one of the towers 20 with its upper module 41 which supports the two support elements 13 at I and the perpendicular support element 14 which itself supports the end of the horizontal reinforcement structure.
  • Fig. 25 shows a prior art scaffolding system for replacing a lift arm
  • Fig. 26 shows a modular scaffolding system according to the invention which also serves to replace a lift arm.
  • the scaffolding system known and shown in Figure 25, by its construction, has many more carrier elements having a relatively large length, which complicates the development of the scaffold while increasing the cost of transport. Moreover, the elements constituting this known scaffold system which is in the form of pylons comprising triangulated crosspieces are not suitable for supporting heavy loads.
  • the scaffolding system according to the invention and shown in Figure 26, with its pylons 20 and its reinforcing structure 15 is capable of supporting loads of up to 16 000kN.
  • Fig. 27 shows a prior art scaffolding system for lifting and moving a generator while Fig. 28 shows a modular scaffolding system according to the invention which is also used for lifting and moving a generator. a same generator.
  • the scaffolding system known and shown in FIG. 27, by its construction, and in particular by the existence of two towers comprising triangulated crosspieces, is not suitable for supporting heavy loads and, moreover, the crossbar also has a relatively large length which also complicates the development of scaffolding while increasing the cost of transport.
  • the scaffolding system according to the invention and shown in Figure 28, by its constitution and including its pylons 20 and its reinforcing structure 15 is able to support and move the generator including have a weight of the order of 6 500kN and while having easy to mount pylons by their modularity as well as the horizontal reinforcement structure that can be easily mounted or dismounted while being made of small elements.
  • FIG. 29 represents another embodiment of the horizontal reinforcement structure 15.
  • the horizontal reinforcing structure 15 here comprises six triangular crosspieces 42 all identical which are aligned so as to form a unit that can in particular be supported by pylons 20 or a plurality of pylons 20.
  • each triangulated cross member 42 has the same number of arms of upper, lower and diagonal supports and the same number of contiguous elements 16 so as to form a preassembled unit.
  • This horizontal reinforcing structure 15 which comprises six triangulated crosspieces 42 may in particular be fixed as a unit by connecting the contiguous elements 16 to each other by beams or crosspieces which sandwich the contiguous elements 16 against each other against each other. the others so as to bring cohesion to this horizontal reinforcing structure 15.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
EP06290678.9A 2006-04-26 2006-04-26 Stützarm für modulares Gerüstsystem sowie modulares Gerüstsystem mit einem solchen Stützarm Active EP1849930B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06290678.9A EP1849930B1 (de) 2006-04-26 2006-04-26 Stützarm für modulares Gerüstsystem sowie modulares Gerüstsystem mit einem solchen Stützarm

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06290678.9A EP1849930B1 (de) 2006-04-26 2006-04-26 Stützarm für modulares Gerüstsystem sowie modulares Gerüstsystem mit einem solchen Stützarm

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EP1849930A1 true EP1849930A1 (de) 2007-10-31
EP1849930B1 EP1849930B1 (de) 2016-01-13

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938889A (zh) * 2014-04-10 2014-07-23 北京工业大学 一种肋板间隔式连接的巨型钢支撑及作法
FR3025539A1 (fr) * 2014-09-05 2016-03-11 Jean Paul Charlec Structures modulaires provisoires en aluminium

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7202485A (de) * 1971-02-25 1972-08-29
EP0252748A2 (de) * 1986-07-11 1988-01-13 SGB public limited company Stützvorrichtung
GB2262562A (en) * 1991-12-20 1993-06-23 Sgb Holdings Ltd Shoring system ledger frame;stud connectors
US5240089A (en) * 1991-07-17 1993-08-31 Speral Aluminum Inc. Modular scaffolding assembly
WO1996034152A1 (en) * 1995-04-24 1996-10-31 Vanderklaauw Peter M Apparatus and method for a modular support and lifting system
US5980160A (en) * 1997-02-19 1999-11-09 Vanderklaauw; Peter M. Apparatus and method for a modular lifting and shoring system
WO2003033839A1 (en) * 2001-10-17 2003-04-24 Faresin S.P.A. Telescopic support, particularly for building use

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19604850C2 (de) * 1995-02-17 1998-07-16 Friatec Ag Vorrichtung zum Verbinden von Profilen
ITMI992741A1 (it) * 1999-12-30 2001-07-02 Consorzio Arredo Urbano Profilato metallico per strutture di costruzioni di arredo urbano

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL7202485A (de) * 1971-02-25 1972-08-29
EP0252748A2 (de) * 1986-07-11 1988-01-13 SGB public limited company Stützvorrichtung
US5240089A (en) * 1991-07-17 1993-08-31 Speral Aluminum Inc. Modular scaffolding assembly
GB2262562A (en) * 1991-12-20 1993-06-23 Sgb Holdings Ltd Shoring system ledger frame;stud connectors
WO1996034152A1 (en) * 1995-04-24 1996-10-31 Vanderklaauw Peter M Apparatus and method for a modular support and lifting system
US5980160A (en) * 1997-02-19 1999-11-09 Vanderklaauw; Peter M. Apparatus and method for a modular lifting and shoring system
WO2003033839A1 (en) * 2001-10-17 2003-04-24 Faresin S.P.A. Telescopic support, particularly for building use

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938889A (zh) * 2014-04-10 2014-07-23 北京工业大学 一种肋板间隔式连接的巨型钢支撑及作法
CN103938889B (zh) * 2014-04-10 2016-04-27 北京工业大学 一种肋板间隔式连接的巨型钢支撑及作法
FR3025539A1 (fr) * 2014-09-05 2016-03-11 Jean Paul Charlec Structures modulaires provisoires en aluminium

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