FR2529600A1 - Simultaneous method for forming/assembling and lifting of corrugated sheets made from thin sheet metal. - Google Patents
Simultaneous method for forming/assembling and lifting of corrugated sheets made from thin sheet metal. Download PDFInfo
- Publication number
- FR2529600A1 FR2529600A1 FR8210570A FR8210570A FR2529600A1 FR 2529600 A1 FR2529600 A1 FR 2529600A1 FR 8210570 A FR8210570 A FR 8210570A FR 8210570 A FR8210570 A FR 8210570A FR 2529600 A1 FR2529600 A1 FR 2529600A1
- Authority
- FR
- France
- Prior art keywords
- sheet
- lifting
- waves
- profile
- cable
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D15/00—Apparatus or tools for roof working
- E04D15/04—Apparatus or tools for roof working for roof coverings comprising slabs, sheets or flexible material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
Abstract
Description
Dans un premier brevet depose le 15/1/68 nous avons deflni unwe methode de levage d'elements prefabriques en utilisant des cables et des poulies de renvoi fixees sur le batiment
Dans notre brevet du 2/7/81 nous avons de fini un procede different consistant a faire glisser les elements fabriques au sol sur un rai: prenant appui sur le batiment une bielle articulee permettant d'ame les toles en position d'assemblage au sol
Dans l'addition du 1/12/81 le rail a ete remplace par une etoile dont l'ecartement des branches correspondair a la largueur des elements qui prenaient appui sur elle le present brevet definit des dispositions notablement differentes caracterisees en particulier par la suppression de toute liaison du systeme de levage avec le batiment, par le formage automatique de l'onde sans intervention ni de bielles ni d 'intervention d'ouvrit et enfin par le positionnement automatique des toles pour façonner le joint
C e nouveau procede consiste a utiliser un mat classique de levage represente sous le repere 1 sur la figure 1 Ce mat comprendra en general 2 piedsen triangle et il sera maintenu en tete par un hauban repere 2 I1 compotre en tete 2 poulies repere 4
Un premier cable repere 5 passe sur l'une des poulies et vient se fixer sur un dispositif de traction repere 6 ( treuil ou tire fort les profiles d'assemblage des toles successives repere 7 ,8 ,9 sont fixes au cable par une agrafe repere 10 en fer plat plie fixee elle meme au cable par un serre cable repere 11 sur la figure lorsque l'un des profile d'assemblage atteint la position 12 il est relie par une agrafe identique a 10 au cable repere 13 qui passe sur la deuxieme poulie de renvoi 4 pour se fixer a un deuxieme dispositif de traction non represente Cette seconde agrafe est disposee a cote de l'agrafe 10
Une traction limitee au cable 13 permet alors de degager le profile de l'agrafe 10 et par le poids de l'onde le profile 12 vient dans la position 14 Ce basculement provoque le ripage du profile 15 supporte par le potelet 16 qui glisse lui meme sur la poutre porteus 17 et ainsi de proche en proche les ondes avancent sur la poutre porteuse ce mouvement pouvant etre facilite par un cable tracteur horizontal les ondes sont maintenues en forme par les entretoises re
POur assurer le formage de l'onde au sol on utilise des supports repere 18 comportatn un pied vertical et un pied plie a 45
Sur ces supports sont disposes 2 profiles 19 et 20 dont la longueur est egale a celle de la tole a assembler et distant d'une longueur egale environ aux deux tiers de la tole21 dont une partie se trouve ainsi en porte a faux On remarquera que l'extremite de la tole apposee au porte a faux penetre a l'interieur du profile 19 en forme de coulisse en C
La tole precedente repere 22 qui est amoitie formee est alors redscendue sur la partie en porte a faux de la tole 21 en relachant le treuil 6
Ce mouvement provoque le formage de l'onde 21 suivant le trace pointille cette deformrtion provoquant a son tour le formage complet de la tole 22
Le profile de bordure de cette derniere sera alors enfile simultanement dans les 2 toles 21 et 22 pour les assembler
Pour realiser cet assemblage on pourra pratiquer sur ea 2 toles c concernees des emboutis en quinconce et utiliser une coulisse en C dont l'ouverture correspondra a la profondeur de 1' embouti
Les 2 toles etant alors aisement enfilees dans le profile elles se trouveront solidarisees avec le profile des que l'angle des 2 toles sera ouvert par la suite du montage tel que cela est represente sur la figure 3 . cette ouverture permettra de serrer les toles contre la rainure du raidisseur et de transmettre par frottement les efforts de la tole au raidisseur In a first patent filed on 1/15/68 we defined a method of lifting prefabricated elements using cables and deflection pulleys fixed to the building
In our patent of 2/7/81 we have finished a different process consisting in sliding the manufactured elements on the ground on a spoke: taking support on the building an articulated rod allowing to soul the sheets in position of assembly on the ground
In the addition of 1/12/81 the rail was replaced by a star whose spacing of the branches corresponded to the width of the elements which were supported on it the present patent defines notably different provisions characterized in particular by the suppression of any connection of the lifting system with the building, by the automatic shaping of the wave without intervention neither of rods nor of intervention of opened and finally by the automatic positioning of the sheets to shape the joint
This new process consists in using a conventional lifting mast represented under the mark 1 in FIG. 1 This mast will generally comprise 2 triangle feet and it will be held in head by a guy wire marked 2 I1 headboard 2 pulleys marked 4
A first cable marked 5 passes over one of the pulleys and is fixed on a traction device marked 6 (winch or pulls strongly the assembly profiles of the successive sheets marked 7, 8, 9 are fixed to the cable by a staple marked 10 in folded flat iron fixed itself to the cable by a cable clamp marked 11 in the figure when one of the assembly profiles reaches position 12 it is connected by a staple identical to 10 to the marked cable 13 which passes over the second deflection pulley 4 to attach to a second traction device not shown This second clip is arranged next to clip 10
A traction limited to the cable 13 then makes it possible to release the profile of the clip 10 and by the weight of the wave the profile 12 comes into the position 14 This tilting causes the profile 15 to slip, supported by the post 16 which slides itself on the supporting beam 17 and thus gradually the waves advance on the supporting beam, this movement being able to be facilitated by a horizontal tractor cable the waves are maintained in shape by the spacers re
To ensure the formation of the wave on the ground we use supports marked 18 comprising a vertical foot and a foot folded at 45
On these supports are arranged 2 profiles 19 and 20 whose length is equal to that of the sheet metal to be assembled and distant by a length equal to approximately two thirds of the sheet metal21, part of which is thus cantilevered. It will be noted that the end of the sheet affixed to the overhang inside the profile 19 in the shape of a C-shaped slide
The previous sheet marked 22 which is loosely formed is then lowered onto the cantilevered part of the sheet 21 by releasing the winch 6
This movement causes the formation of the wave 21 according to the dotted trace this deformation causing in turn the complete formation of the sheet 22
The edge profile of the latter will then be threaded simultaneously into the 2 sheets 21 and 22 to assemble them
To carry out this assembly one will be able to practice on ea 2 sheets c concerned stamped in staggered rows and use a slide in C whose opening will correspond to the depth of 1 stamped
The 2 sheets being then easily threaded into the profile they will be secured to the profile as soon as the angle of the 2 sheets will be opened after mounting as shown in Figure 3. this opening will tighten the sheets against the groove of the stiffener and transmit by friction the forces of the sheet to the stiffener
Claims (1)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8210570A FR2529600A1 (en) | 1982-06-17 | 1982-06-17 | Simultaneous method for forming/assembling and lifting of corrugated sheets made from thin sheet metal. |
FR8216007A FR2540158A2 (en) | 1982-06-17 | 1982-09-21 | Set of means and devices for simultaneously carrying out on site the shaping, assembly and lifting of thin corrugated sheet metal profiles |
FR8301138A FR2539781A2 (en) | 1982-06-17 | 1983-01-26 | Set of means and devices for simultaneously ensuring on the building site the shaping, assembly and lifting of thin sheet metal corrugated profiles for a building roof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8210570A FR2529600A1 (en) | 1982-06-17 | 1982-06-17 | Simultaneous method for forming/assembling and lifting of corrugated sheets made from thin sheet metal. |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2529600A1 true FR2529600A1 (en) | 1984-01-06 |
Family
ID=9275099
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8210570A Withdrawn FR2529600A1 (en) | 1982-06-17 | 1982-06-17 | Simultaneous method for forming/assembling and lifting of corrugated sheets made from thin sheet metal. |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2529600A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110230393A (en) * | 2019-06-18 | 2019-09-13 | 中建三局第二建设工程有限责任公司 | A kind of large-sized concrete tank dome can climb high-supported formwork support system and installation method |
-
1982
- 1982-06-17 FR FR8210570A patent/FR2529600A1/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110230393A (en) * | 2019-06-18 | 2019-09-13 | 中建三局第二建设工程有限责任公司 | A kind of large-sized concrete tank dome can climb high-supported formwork support system and installation method |
CN110230393B (en) * | 2019-06-18 | 2024-04-05 | 中建三局第二建设工程有限责任公司 | Large concrete tank dome climbing high formwork support system and installation method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
ST | Notification of lapse |