EP0530101A1 - Watertight roof for buildings and method of laying the same - Google Patents

Watertight roof for buildings and method of laying the same Download PDF

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Publication number
EP0530101A1
EP0530101A1 EP92402345A EP92402345A EP0530101A1 EP 0530101 A1 EP0530101 A1 EP 0530101A1 EP 92402345 A EP92402345 A EP 92402345A EP 92402345 A EP92402345 A EP 92402345A EP 0530101 A1 EP0530101 A1 EP 0530101A1
Authority
EP
European Patent Office
Prior art keywords
members
sheets
insulating layer
fixing
plates
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
EP92402345A
Other languages
German (de)
French (fr)
Other versions
EP0530101B1 (en
Inventor
Francis Ovaert
Henri Desgouilles
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.)
Axter SA
Original Assignee
Axter SA
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Filing date
Publication date
Application filed by Axter SA filed Critical Axter SA
Publication of EP0530101A1 publication Critical patent/EP0530101A1/en
Application granted granted Critical
Publication of EP0530101B1 publication Critical patent/EP0530101B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3601Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer
    • E04D3/3602The fastening means comprising elongated profiles installed in or on the insulation layer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3601Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer
    • E04D3/3603Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer the fastening means being screws or nails
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3608Connecting; Fastening for double roof covering or overroofing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14Fastening means therefor
    • E04D5/141Fastening means therefor characterised by the location of the fastening means
    • E04D5/142Fastening means therefor characterised by the location of the fastening means along the edge of the flexible material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14Fastening means therefor
    • E04D5/144Mechanical fastening means
    • E04D5/145Discrete fastening means, e.g. discs or clips
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14Fastening means therefor
    • E04D5/144Mechanical fastening means
    • E04D5/146Linear fastening means, e.g. strips
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D5/00Roof covering by making use of flexible material, e.g. supplied in roll form
    • E04D5/14Fastening means therefor
    • E04D5/144Mechanical fastening means
    • E04D5/147Mechanical fastening means not perforating the flexible material

Definitions

  • the present invention relates to a waterproof building cover, in particular for an industrial building, of the type described in the preamble of claims 1 and 4.
  • the wind creates significant compression and depression forces, in places, on the roof (swirls, mask effect behind a wall or an emergence of the roof).
  • the forces are exerted on the exterior surface, therefore on the waterproofing coating, which ultimately stresses the load-bearing element and the structure of the building.
  • the rupture is located at the plane of bonding of the sealing coating on the washer, or by unbuttoning the fixing head through the washer, or by tearing off the fixing through the ribbed sheet steel.
  • the breaking values are relatively homogeneous, of the order of 900 to 1300 N.
  • the object of the invention is to provide a cover of the same type which is much faster and economical to implement and which practically does not allow the appearance of screws or the like on the underside.
  • the subject of the invention is, according to a first embodiment, a waterproof cover of the aforementioned type, characterized by the characterizing part of claim 1.
  • the cover according to the invention is characterized by the characterizing part of claim 4.
  • each row of fixing members comprises at least two of these members per raised area.
  • the invention also relates to a method of laying on parallel elements of the frame of a building, a cover comprising ribbed steel sheets, an insulating layer, in particular formed of plates adjacent, arranged on these sheets, and a sealing coating covering the insulating layer.
  • this method is characterized by the characterizing part of claim 11.
  • the laying method according to the invention is characterized by the characterizing part of claim 12.
  • the building cover shown without its waterproof coating in Figure 1 is placed on a series of purlins of parallel frames 1 made of I-irons with vertical core. It is made up of ribbed steel sheets 2 whose waves are perpendicular to the purlins, thermally insulating plates 3 rectangular, more or less compressible, arranged contiguously, members 4 for covering the covering, support members 5, and fixing screws 6.
  • the ribbed steel sheets 2 define raised areas 7 of relatively large width and much narrower wave hollows 8 with flanks 9 which are strongly inclined and at the bottom 10 parallel to the areas 7.
  • the connecting members 4 are relatively flexible and have, at least on their upper surface, a material compatible with that of the sealing coating with a view to bonding or welding it. It may be a strip, continuous or consisting of successive sections, or plates, as illustrated respectively in the right part and in the left part of FIG. 1, of thin metal coated with an appropriate material or made of the same material as the waterproofing coating and provided with a tear and tensile resistant frame.
  • the width of this strip, or the size of the plates can be of the order of 0.15 to 0.20 m.
  • the support members 5 are rigid members, in particular made of sheet steel at least 1 mm thick, protected against corrosion, for example by galvanization. It may be a succession of strips of elongated shape or washers, as illustrated respectively in the right part and in the left part of Figure 1.
  • the diameter of the washers can be of the order of 60 mm and the strip width of the order of 40 mm. These dimensions are in any case significantly less than the width of the flexible strip 4 or the dimension of the flexible plates 4.
  • each washer may have a deep-drawn bowl 11 having little near the same height as the heads 12 of the screws 6, and each strip can have two longitudinal ribs 11 having a height of the same order.
  • the screws 6 have a length greater than the sum of the thickness of the wings 13 of the purlins, the height of the ribbed steel sheets 2 and the thickness of the plates 3. They have, from their head 12, a smooth part 14, the length of which is greater than the sum of the thicknesses of the plates 3 and of the sheet metal 2, then a threaded part 15 and a self-tapping or self-tapping-tapping point 16. Alternatively, the screws 6 could be threaded over their entire height.
  • the tensile strength of the screws 6 depends on the spacing of the purlins, the vacuum forces due to the wind (and therefore on the geographic region) and on the spacing between the screws above the same purlin. For example, in France, for distances between purlins of 3 m and between fixings on the same purlin of about 0.50 m (every two waves of the sheets 2), the tensile strength of the screws 6 will not be less at 3000 N and will preferably be 5000 N with a safety factor of the order of 1.5.
  • the components 4 to 6 of the cover are dimensioned so as to obtain everywhere an approximate homogeneity of the tensile and / or tear performances with respect to the tearing forces perpendicular to the roof or parallel to this: tensile strength between the screws 6 and the purlins, tensile strength between the heads 12 of the screws 6 and the washers or strips 5, tensile strength, perpendicular to the roof, between the plates or the strip 4 and the washers or the strips 5, tear resistance between the plates or the strips 4 and the rod of the screws 6, with respect to forces parallel to the roof, resistance of the bonding or welding between the coating d '' sealing and plates or bands 4 and / or washers or strips 5.
  • the bowl or ribs 11 of the supporting members 5 reduce the risk of perforation of the coating sealing by the heads of the screws 6.
  • the screws 6 can pass through a metal tubular spacer 19 interposed between the upper face of the ribbed steel sheet 2 and the assembly 4-5. This makes it possible to avoid, under the effect of the maintenance circulation, the perforation of the sealing coating by the fixing heads 12, especially with flexible and compressible thermal insulation plates 3.
  • FIG. 6 and 7 differs from the previous one in that the tearing forces are transmitted to the purlins 1 indirectly, by means of ribbed steel sheets.
  • the sheets 2, which are made more rigidly than previously, are firmly fixed to the purlins, by means of fasteners 17 provided in each wave trough, and the number of screws 6 is increased, for example, as shown , two per track 7.
  • Such an arrangement can be interesting in regions with little wind.
  • FIG. 8 differs from that of FIGS. 1 to 5 in two aspects: on the one hand, the washers 5 are flat and welded to the rod of the screws 6. On the other hand, these screws comprise, au- above the washer 5, an extension 20 which passes through the sealing coating and which projects slightly above it. This extension is threaded and receives by screwing the tapped lower bushing 21 of a support 22. The upper part 23 of this support is threaded, and on it is screwed, at an adjustable height, a plate 24. A rail 25 is fixed on all of the plates 24 of the same row, and an over-roof 26 having essentially an esthetic, non-watertight purpose, is fixed on the beams 25.
  • the sealing of the covering is obtained by gluing or welding the covering 18 on the elements 4 and 5, all around the extension 20 of each screw 6.
  • the support members 5 can be integral with the connecting members 4 or even integral with them, in particular when the members 4 are made of coated metal.

Abstract

After having laid the ribbed steel sheets (2) onto the purlins (1) of the frame, and placed the layer of insulation (3) on top, a flexible tape or a row of flexible small plates (4) for the connection of covering are laid on top of this layer of insulation, in line with each purlin, and then washers or rigid iron strips (5) are placed on top. Self-tapping screws or the like (6) are then inserted through the washers or iron strips; after having passed through the tape or the flexible small plates, the insulating layer and the ribbed steel sheet, these screws are screwed into the purlins (1). Finally, the watertight covering is fitted while being adhesively bonded or welded on the tapes or the flexible small plates (4). Application to the roofing of industrial buildings. <IMAGE>

Description

La présente invention est relative à une couverture étanche de bâtiment, notamment pour bâtiment industriel, du type décrit dans le préambule des revendications 1 et 4.The present invention relates to a waterproof building cover, in particular for an industrial building, of the type described in the preamble of claims 1 and 4.

La technique classique de pose des couvertures de ce type décrite dans le D.T.U. 43.3 (normes françaises) est la suivante :

  • on fixe les tôles d'acier nervuré sur les éléments (généralement les pannes) de la charpente, au droit des creux d'onde;
  • on fixe les plaques isolantes sur les tôles d'acier nervuré par des vis ou analogues, c'est-à-dire des vis, des rivets ou des goujons, dont la tête s'appuie sur une rondelle rigide. Ces vis se vissent dans les tôles d'acier nervuré;
  • enfin, le revêtement d'étanchéité est rendu solidaire des plaques d'isolation par collage ou par soudage à l'aide d'une source chaude, le plus souvent par un chalumeau à flamme ou à air, sur toute la surface des panneaux isolants et éventuellement au droit des rondelles des vis. En variante, le revêtement peut être fixé par des vis de la même manière que les plaques isolantes.
The classic technique for installing covers of this type described in DTU 43.3 (French standards) is as follows:
  • the ribbed steel sheets are fixed on the elements (generally the purlins) of the frame, in line with the troughs;
  • the insulating plates are fixed to the ribbed steel sheets by screws or the like, that is to say screws, rivets or studs, the head of which rests on a rigid washer. These screws are screwed into ribbed steel sheets;
  • finally, the waterproofing coating is made integral with the insulation plates by bonding or by welding using a hot source, most often by a flame or air torch, over the entire surface of the insulating panels and possibly in line with the screw washers. Alternatively, the covering can be fixed by screws in the same way as the insulating plates.

Le vent crée d'importants efforts de compression et de dépression, par emplacements, sur la couverture (tourbillons, effet de masque derrière une paroi ou une émergence de la toiture). Les efforts sont exercés sur la surface extérieure, donc sur le revêtement d'étanchéité, qui sollicite in fine l'élément porteur et la structure du bâtiment.The wind creates significant compression and depression forces, in places, on the roof (swirls, mask effect behind a wall or an emergence of the roof). The forces are exerted on the exterior surface, therefore on the waterproofing coating, which ultimately stresses the load-bearing element and the structure of the building.

Dans le but de résister aux forces de dépression créées par le vent, les normes françaises définies dans le cadre du D.T.U. 43.3 et les usages prévoient un minimum de cinq fixations par m² de toiture, partant du fait qu'une vis de fixation résiste à environ 900N à l'arrachement.In order to resist the forces of depression created by the wind, the French standards defined within the framework of the D.T.U. 43.3 and uses provide for a minimum of five fastenings per m² of roof, assuming that a fastening screw resists about 900N tearing.

La rupture se situe au niveau du plan de collage du revêtement d'étanchéité sur la rondelle, ou par déboutonnage de la tête de fixation au travers de la rondelle, ou par arrachement de la fixation au travers de la tôle d'acier nervuré. Les valeurs de rupture sont relativement homogènes, de l'ordre de 900 à 1300 N.The rupture is located at the plane of bonding of the sealing coating on the washer, or by unbuttoning the fixing head through the washer, or by tearing off the fixing through the ribbed sheet steel. The breaking values are relatively homogeneous, of the order of 900 to 1300 N.

Dans cette technique classique, le grand nombre de fixations qui est nécessaire rend la mise en oeuvre longue et coûteuse. De plus, toutes les fixations apparaissent en sous-face des tôles d'acier nervuré, ce qui est gênant du point de vue esthétique.In this classic technique, the large number of fasteners which is necessary makes the implementation long and expensive. In addition, all the fasteners appear on the underside of the ribbed steel sheets, which is awkward from an aesthetic point of view.

L'invention a pour but de fournir une couverture du même type qui soit beaucoup plus rapide et économique à mettre en oeuvre et qui ne laisse pratiquement pas apparaître de vis ou analogues en sous-face.The object of the invention is to provide a cover of the same type which is much faster and economical to implement and which practically does not allow the appearance of screws or the like on the underside.

A cet effet, l'invention a pour objet, suivant un premier mode de réalisation, une couverture étanche du type précité, caractérisée par la partie caractérisante de la revendication 1.To this end, the subject of the invention is, according to a first embodiment, a waterproof cover of the aforementioned type, characterized by the characterizing part of claim 1.

D'autres caractéristiques sont décrites dans les revendications 2 et 3.Other features are described in claims 2 and 3.

Suivant un autre mode de réalisation, la couverture selon l'invention, du type précité, est caractérisée par la partie caractérisante de la revendication 4.According to another embodiment, the cover according to the invention, of the aforementioned type, is characterized by the characterizing part of claim 4.

Dans ce cas, de préférence, chaque rangée d'organes de fixation comprend au moins deux de ces organes par plage surélevée.In this case, preferably, each row of fixing members comprises at least two of these members per raised area.

D'autres caractéristiques, qui peuvent s'appliquer à l'un ou l'autre des deux modes de réalisation ci-dessus, sont décrites dans les revendications 6 à 10.Other features, which can be applied to either of the above two embodiments, are described in claims 6 to 10.

L'invention a également pour objet un procédé de pose sur des éléments parallèles de la charpente d'un bâtiment, d'une couverture comprenant des tôles d'acier nervuré, une couche isolante, notamment formée de plaques adjacentes, disposée sur ces tôles, et un revêtement d'étanchéité recouvrant la couche isolante.The invention also relates to a method of laying on parallel elements of the frame of a building, a cover comprising ribbed steel sheets, an insulating layer, in particular formed of plates adjacent, arranged on these sheets, and a sealing coating covering the insulating layer.

Dans le cas d'une couverture suivant le premier mode de réalisation décrit ci-dessus, ce procédé est caractérisé par la partie caractérisante de la revendication 11.In the case of a cover according to the first embodiment described above, this method is characterized by the characterizing part of claim 11.

Dans le cas d'une couverture suivant le second mode de réalisation décrit plus haut, le procédé de pose suivant l'invention est caractérisé par la partie caractérisante de la revendication 12.In the case of a covering according to the second embodiment described above, the laying method according to the invention is characterized by the characterizing part of claim 12.

Des exemples de réalisation de l'invention vont maintenant être décrits en regard des dessins annexés, sur lesquels :

  • la Figure 1 est une vue en perspective d'une couverture étanche conforme à l'invention, en cours de pose, suivant deux variantes de mise en oeuvre;
  • les Figures 2 et 3 sont des vues en coupe prises le long d'une panne de la charpente, respectivement suivant les lignes II-II et III-III de la Figure 1, de la couverture complète;
  • la Figure 4 est une vue en plan, avec arrachement, de l'objet de la Figure 2;
  • la Figure 5 est une vue à plus grande échelle prise en coupe suivant la ligne V-V de la Figure 2 ou de la Figure 3;
  • la Figure 6 est une vue analogue à la Figure 2 d'un autre mode de réalisation de la couverture selon l'invention;
  • la Figure 7 est une vue prise en coupe suivant la ligne VII-VII de la Figure 6;
  • la Figure 8 est une vue analogue à la Figure 5 d'un autre mode de réalisation de la couverture selon l'invention, munie d'une surtoiture; et
  • la Figure 9 est une vue en coupe longitudinale d'un accessoire utilisable dans le mode de réalisation de la Figure 8.
Examples of embodiments of the invention will now be described with reference to the appended drawings, in which:
  • Figure 1 is a perspective view of a waterproof cover according to the invention, during installation, according to two alternative embodiments;
  • Figures 2 and 3 are sectional views taken along a breakdown of the frame, respectively along lines II-II and III-III of Figure 1, of the complete cover;
  • Figure 4 is a plan view, with parts broken away, of the object of Figure 2;
  • Figure 5 is an enlarged view taken in section along the line VV of Figure 2 or Figure 3;
  • Figure 6 is a view similar to Figure 2 of another embodiment of the cover according to the invention;
  • Figure 7 is a sectional view taken along line VII-VII of Figure 6;
  • Figure 8 is a view similar to Figure 5 of another embodiment of the cover according to the invention, provided with a roofing; and
  • Figure 9 is a longitudinal sectional view of an accessory usable in the mode of realization of Figure 8.

La couverture de bâtiment représentée sans son revêtement d'étanchéité à la Figure 1 est posée sur une série de pannes de charpentes parallèles 1 constituées de fers en I à âme verticale. Elle est constituée de tôles d'acier nervuré 2 dont les ondes sont perpendiculaires aux pannes, de plaques thermiquement isolantes 3 rectangulaires, plus ou moins compressibles, disposés de façon jointive, d'organes 4 de liaison de revêtement, d'organes d'appui 5, et de vis de fixation 6.The building cover shown without its waterproof coating in Figure 1 is placed on a series of purlins of parallel frames 1 made of I-irons with vertical core. It is made up of ribbed steel sheets 2 whose waves are perpendicular to the purlins, thermally insulating plates 3 rectangular, more or less compressible, arranged contiguously, members 4 for covering the covering, support members 5, and fixing screws 6.

Les tôles d'acier nervuré 2 définissent des plages surélevées 7 de relativement grande largeur et des creux d'onde 8 beaucoup plus étroits à flancs 9 fortement inclinés et à fond 10 parallèle aux plages 7.The ribbed steel sheets 2 define raised areas 7 of relatively large width and much narrower wave hollows 8 with flanks 9 which are strongly inclined and at the bottom 10 parallel to the areas 7.

Les organes de liaison 4 sont relativement souples et présentent, au moins sur leur surface supérieure, une matière compatible avec celle du revêtement d'étanchéité en vue du collage ou du soudage de celui-ci. Il peut s'agir d'une bande, continue ou constituée de tronçons successifs, ou de plaquettes, comme illustré respectivement dans la partie droite et dans la partie gauche de la Figure 1, en métal de faible épaisseur revêtu d'une matière appropriée ou constituées du même matériau que le revêtement d'étanchéité et pourvues d'une armature résistant à la déchirure et à la traction. La largeur de cette bande, ou la dimension des plaquettes, peut être de l'ordre de 0,15 à 0,20 m.The connecting members 4 are relatively flexible and have, at least on their upper surface, a material compatible with that of the sealing coating with a view to bonding or welding it. It may be a strip, continuous or consisting of successive sections, or plates, as illustrated respectively in the right part and in the left part of FIG. 1, of thin metal coated with an appropriate material or made of the same material as the waterproofing coating and provided with a tear and tensile resistant frame. The width of this strip, or the size of the plates, can be of the order of 0.15 to 0.20 m.

Les organes d'appui 5 sont des organes rigides, notamment en tôle d'acier d'au moins 1 mm d'épaisseur protégée contre la corrosion, par exemple par galvanisation. Il peut s'agir d'une succession de feuillards de forme allongée ou de rondelles, comme illustré respectivement dans la partie droite et dans la partie gauche de la Figure 1. Le diamètre des rondelles peut être de l'ordre de 60 mm et la largeur des feuillards de l'ordre de 40 mm. Ces dimensions sont de toute manière nettement inférieures à la largeur de la bande souple 4 ou à la dimension des plaquettes souples 4. - Comme on le voit sur les Figures 2, 3 et 5, chaque rondelle peut présenter une cuvette emboutie 11 ayant à peu près la même hauteur que les têtes 12 des vis 6, et chaque feuillard peut présenter deux nervures longitudinales 11 ayant une hauteur du même ordre.The support members 5 are rigid members, in particular made of sheet steel at least 1 mm thick, protected against corrosion, for example by galvanization. It may be a succession of strips of elongated shape or washers, as illustrated respectively in the right part and in the left part of Figure 1. The diameter of the washers can be of the order of 60 mm and the strip width of the order of 40 mm. These dimensions are in any case significantly less than the width of the flexible strip 4 or the dimension of the flexible plates 4. - As can be seen in Figures 2, 3 and 5, each washer may have a deep-drawn bowl 11 having little near the same height as the heads 12 of the screws 6, and each strip can have two longitudinal ribs 11 having a height of the same order.

Les vis 6 ont une longueur supérieure à la somme de l'épaisseur des ailes 13 des pannes, de la hauteur des tôles d'acier nervuré 2 et de l'épaisseur des plaques 3. Elles présentent, à partir de leur tête 12, une partie lisse 14 dont la longueur est supérieure à la somme des épaisseurs des plaques 3 et de la tôle 2, puis une partie filetée 15 et une pointe 16 autotaraudeuse ou autoforeuse-taraudeuse. En variante, les vis 6 pourraient être filetées sur toute leur hauteur.The screws 6 have a length greater than the sum of the thickness of the wings 13 of the purlins, the height of the ribbed steel sheets 2 and the thickness of the plates 3. They have, from their head 12, a smooth part 14, the length of which is greater than the sum of the thicknesses of the plates 3 and of the sheet metal 2, then a threaded part 15 and a self-tapping or self-tapping-tapping point 16. Alternatively, the screws 6 could be threaded over their entire height.

La pose de cette couverture s'effectue de la manière suivante.

  • (a) On met en place sur les pannes les tôles d'acier nervuré 2 et, si nécessaire, on assure leur fixation provisoire sur ces pannes au moyen d'organes de fixation 17 (Figures 2 et 3) disposés dans certains creux d'onde 8.
  • (b) On pose un certain nombre de plaques isolantes 3.
  • (c) Au droit d'une panne 1 chevauchée par ces plaques, on dispose une rangée de plaquettes 4 ou une bande souple 4. Si on utilise des plaquettes, on les pose à l'aplomb de plages 7 des tôles 2, par exemple à raison d'une toutes les quatre plages ou toutes les deux plages.
  • (d) Sur chaque plaquette on pose une rondelle 5, ou bien sur chaque bande 4 on pose des feuillards ou une rangée de rondelles 5 situées comme indiqué ci-dessus pour les plaquettes 4.
  • (e) On visse une vis 6 dans chaque rondelle 5 ou bien à des emplacements correspondants des feuillards 5. Ces vis traversent les plaquettes ou la bande 4, la plaque 3 et les plages 7 concernées, puis se vissent dans la branche supérieure de la panne, avec leur tête 12 en appui sur une rondelle ou un feuillard 5. Dans le cas d'utilisation de feuillards 5, ceux-ci peuvent être prépercés pour faciliter l'introduction des vis 6.
  • (f) On répète les opérations (b) à (e) pour toutes les pannes chevauchées par les plaques 3 déjà en place, puis pour les autres parties de la couverture.
  • (g) Enfin, on déroule le revêtement d'étanchéité 18, constitué d'une matière synthétique souple tel que le PVC ou d'un produit bitumineux, tout en le fixant par collage ou soudage sur les plaquettes ou la bande 4 et éventuellement sur les rondelles ou les feuillards 5. Bien entendu, les lés du revêtement d'étanchéité sont collés ou soudés entre eux dans leurs zones de recouvrement.
The installation of this cover is carried out as follows.
  • (a) The ribbed steel sheets 2 are placed on the purlins and, if necessary, their temporary fixing is ensured on these purlins by means of fastening members 17 (Figures 2 and 3) arranged in certain recesses wave 8.
  • (b) A number of insulating plates 3 are placed.
  • (c) In line with a breakdown 1 overlapped by these plates, there is a row of plates 4 or a flexible strip 4. If plates are used, they are placed directly above the areas 7 of the sheets 2, for example at the rate of one every four tracks or every two tracks.
  • (d) On each wafer we place a washer 5, or on each strip 4 we put strips or a row of washers 5 located as indicated above for the wafers 4.
  • (e) A screw 6 is screwed into each washer 5 or else to corresponding locations of the strips 5. These screws pass through the plates or the strip 4, the plate 3 and the pads 7 concerned, then are screwed into the upper branch of the purlin, with their head 12 resting on a washer or a strip 5. In the case of the use of strips 5, these can be pre-drilled to facilitate the introduction of the screws 6.
  • (f) Repeat operations (b) to (e) for all the failures overlapped by the plates 3 already in place, then for the other parts of the cover.
  • (g) Finally, the sealing coating 18, consisting of a flexible synthetic material such as PVC or of a bituminous product, is unwound, while fixing it by bonding or welding on the plates or the strip 4 and optionally on the washers or the strips 5. Of course, the strips of the sealing coating are glued or welded together in their overlap zones.

On obtient ainsi une couverture étanche facile à poser dans laquelle les vis de fixation sont pratiquement invisibles. De plus, les efforts d'arrachement dus au vent qui s'exercent sur le revêtement d'étanchéité sont directement transmis aux pannes 1 par l'intermédiaire des vis de fixation 6, le revêtement n'étant pas fixé aux plaques isolantes 3 ni aux tôles d'acier nervuré 2.An easy-to-install waterproof cover is thus obtained in which the fixing screws are practically invisible. In addition, the wind-off forces exerted on the waterproofing coating are directly transmitted to the purlins 1 via the fixing screws 6, the coating not being fixed to the insulating plates 3 or to the ribbed steel sheets 2.

Il est également à noter :

  • d'une part, que la longueur des vis 6 n'est pas critique, de sorte que les mêmes vis peuvent être utilisées avec une grande variété de tôles d'acier nervuré et d'épaisseurs de plaques isolantes;
  • d'autre part, que les efforts de compression (dus au vent et aux charges d'exploitation telles que eau, neige, circulation d'entretien...) sont exercés sur le revêtement d'étanchéité puis sont transmis aux plaques d'isolation thermique 3, puis sont transmis aux tôles d'acier nervuré 2, sans nécessiter de fixation de celles-ci, puis aux pannes 1. Les tôles d'acier nervuré sont donc calculées en fonction de ces seuls efforts de compression et de l'écartement entre les pannes 1, et non en fonction des charges de dépression dus au vent.
It should also be noted:
  • on the one hand, that the length of the screws 6 is not critical, so that the same screws can be used with a wide variety of ribbed steel sheets and thicknesses of insulating plates;
  • on the other hand, that the compression forces (due to wind and operating loads such as water, snow, maintenance traffic, etc.) are exerted on the waterproofing coating, then they are transmitted to the thermal insulation plates 3, then are transmitted to the ribbed steel sheets 2, without requiring fixing thereof, then to the purlins 1. The ribbed steel sheets are therefore calculated as a function of these compression forces alone and of the spacing between the purlins 1, and not as a function of the vacuum loads due to the wind.

La résistance à la traction des vis 6 dépend de l'écartement des pannes, des forces de dépression dues au vent (et donc de la région géographique) et de l'écartement entre vis au-dessus d'une même panne. Par exemple, en France, pour des distances entre pannes de 3 m et entre fixations sur une même panne d'environ 0,50 m (toutes les deux ondes des tôles 2), la résistance à la traction des vis 6 ne sera pas inférieure à 3000 N et sera de préférence de 5000 N avec un coefficient de sécurité de l'ordre de 1,5.The tensile strength of the screws 6 depends on the spacing of the purlins, the vacuum forces due to the wind (and therefore on the geographic region) and on the spacing between the screws above the same purlin. For example, in France, for distances between purlins of 3 m and between fixings on the same purlin of about 0.50 m (every two waves of the sheets 2), the tensile strength of the screws 6 will not be less at 3000 N and will preferably be 5000 N with a safety factor of the order of 1.5.

De façon générale, on dimensionne les constituants 4 à 6 de la couverture de manière à obtenir partout une homogénéité approximative des performances à la traction et /ou à la déchirure vis-à-vis des efforts d'arrachement perpendiculaires à la toiture ou parallèles à celle-ci : résistance à la traction entre les vis 6 et les pannes, résistance à la traction entre les têtes 12 des vis 6 et les rondelles ou les feuillards 5, résistance à la traction, perpendiculairement à la toiture, entre les plaquettes ou la bande 4 et les rondelles ou les feuillards 5, résistance à la déchirure entre les plaquettes ou les bandes 4 et la tige des vis 6, vis-à-vis des efforts parallèles à la toiture, résistance du collage ou du soudage entre le revêtement d'étanchéité et les plaquettes ou les bandes 4 et/ou les rondelles ou les feuillards 5.In general, the components 4 to 6 of the cover are dimensioned so as to obtain everywhere an approximate homogeneity of the tensile and / or tear performances with respect to the tearing forces perpendicular to the roof or parallel to this: tensile strength between the screws 6 and the purlins, tensile strength between the heads 12 of the screws 6 and the washers or strips 5, tensile strength, perpendicular to the roof, between the plates or the strip 4 and the washers or the strips 5, tear resistance between the plates or the strips 4 and the rod of the screws 6, with respect to forces parallel to the roof, resistance of the bonding or welding between the coating d '' sealing and plates or bands 4 and / or washers or strips 5.

La cuvette ou les nervures 11 des organes d'appui 5 réduisent le risque de perforation du revêtement d'étanchéité par les têtes des vis 6.The bowl or ribs 11 of the supporting members 5 reduce the risk of perforation of the coating sealing by the heads of the screws 6.

Comme représenté en traits mixtes à la Figure 5, les vis 6 peuvent traverser une entretoise tubulaire métallique 19 interposée entre la face supérieure de la tôle d'acier nervuré 2 et l'ensemble 4-5. Ceci permet d'éviter, sous l'effet de la circulation d'entretien, la perforation du revêtement d'étanchéité par les têtes de fixation 12, surtout avec des plaques d'isolation thermique 3 souples et compressibles.As shown in phantom in Figure 5, the screws 6 can pass through a metal tubular spacer 19 interposed between the upper face of the ribbed steel sheet 2 and the assembly 4-5. This makes it possible to avoid, under the effect of the maintenance circulation, the perforation of the sealing coating by the fixing heads 12, especially with flexible and compressible thermal insulation plates 3.

Le mode de réalisation des Figures 6 et 7 diffère du précédent par le fait que les efforts d'arrachement sont transmis aux pannes 1 de façon indirecte, par l'intermédiaire des tôles d'acier nervuré. Pour cela, les tôles 2, qui sont réalisées de façon plus rigide que précédemment, sont fixées fermement aux pannes, au moyen de fixations 17 prévues dans chaque creux d'onde, et le nombre des vis 6 est augmenté, par exemple, comme représenté, à deux par plage 7. Une telle disposition peut être intéressante dans des régions peu ventées.The embodiment of Figures 6 and 7 differs from the previous one in that the tearing forces are transmitted to the purlins 1 indirectly, by means of ribbed steel sheets. For this, the sheets 2, which are made more rigidly than previously, are firmly fixed to the purlins, by means of fasteners 17 provided in each wave trough, and the number of screws 6 is increased, for example, as shown , two per track 7. Such an arrangement can be interesting in regions with little wind.

Le mode de réalisation de la Figure 8 diffère de celui des Figures 1 à 5 sous deux aspects : d'une part, les rondelles 5 sont planes et soudées à la tige des vis 6. D'autre part, ces vis comportent, au-dessus de la rondelle 5, un prolongement 20 qui traverse le revêtement d'étanchéité et qui dépasse légèrement au-dessus de celui-ci. Ce prolongement est fileté et reçoit par vissage la douille inférieure taraudée 21 d'un support 22. La partie supérieure 23 de ce support est filetée, et sur elle se visse, à une hauteur réglable, une platine 24. Une lisse 25 est fixée sur l'ensemble des platines 24 d'une même rangée, et une surtoiture 26 ayant essentiellement un but esthétique, non étanche, se fixe sur les lisses 25.The embodiment of FIG. 8 differs from that of FIGS. 1 to 5 in two aspects: on the one hand, the washers 5 are flat and welded to the rod of the screws 6. On the other hand, these screws comprise, au- above the washer 5, an extension 20 which passes through the sealing coating and which projects slightly above it. This extension is threaded and receives by screwing the tapped lower bushing 21 of a support 22. The upper part 23 of this support is threaded, and on it is screwed, at an adjustable height, a plate 24. A rail 25 is fixed on all of the plates 24 of the same row, and an over-roof 26 having essentially an esthetic, non-watertight purpose, is fixed on the beams 25.

Dans ce mode de réalisation, pour faciliter la pose du revêtement d'étanchéité, on peut commencer par visser sur les prolongements 20 un bouchon provisoire 26 à tête pointue tel que représenté sur la Figure 9. Ces bouchons perforent facilement le revêtement 18, et peuvent ensuite être retirés pour permettre le vissage des supports 22.In this embodiment, to facilitate the installation of the waterproofing covering, one can start by screw a temporary cap 26 with a pointed head as shown in FIG. 9 onto the extensions 20. These plugs easily perforate the coating 18, and can then be removed to allow the supports 22 to be screwed.

Dans le mode de réalisation de la Figure 8, l'étanchéité de la couverture est obtenue grâce au collage ou au soudage du revêtement 18 sur les éléments 4 et 5, tout autour du prolongement 20 de chaque vis 6.In the embodiment of FIG. 8, the sealing of the covering is obtained by gluing or welding the covering 18 on the elements 4 and 5, all around the extension 20 of each screw 6.

En variante, dans chacun des modes de réalisation décrit ci-dessus, les organes d'appui 5 peuvent être solidaires des organes de liaison 4 ou même venus de matière avec eux, notamment lorsque les organes 4 sont constitués de métal revêtu.As a variant, in each of the embodiments described above, the support members 5 can be integral with the connecting members 4 or even integral with them, in particular when the members 4 are made of coated metal.

Claims (12)

1 - Couverture étanche de bâtiment, notamment pour bâtiment industriel, du type comprenant des tôles d'acier nervuré (2) posées sur des éléments parallèles (1) de la charpente du bâtiment avec les ondes de ces tôles s'étendant perpendiculairement à ces éléments, une couche isolante (3), notamment formée de plaques adjacentes, disposée sur ces tôles, un revêtement d'étanchéité (18) recouvrant la couche isolante, et des moyens de liaison (4 à 6) pour maintenir assemblés les trois constituants (2, 3, 18) de la couverture et les fixer à la charpente, caractérisée en ce que lesdits moyens de liaison comprennent, au droit de chacun desdits éléments de charpente (1) et uniquement à ces emplacements : - des organes (4) de liaison de revêtement posés sur la couche isolante (3) et comprenant une rangée de plaquettes souples (4) ou une bande souple (4); - des organes d'appui rigides (5) posés sur les organes de liaison (4) et comprenant une rangée de rondelles ou une succession de feuillards; et - une rangée d'organes de fixation (6), chaque organe de fixation traversant un organe d'appui (5), un organe de liaison (4), la couche isolante (3) et une tôle d'acier nervuré (2) et se fixant dans l'élément de charpente (1) correspondant, chaque organe de fixation (6) présentant une tête (12) qui prend appui sur l'organe d'appui (5);    et en ce que le revêtement d'étanchéité (18) est fixé uniquement sur les organes de liaison (4) et éventuellement sur les organes d'appui (5). 1 - Watertight building cover, especially for an industrial building, of the type comprising ribbed steel sheets (2) placed on parallel elements (1) of the building frame with the waves of these sheets extending perpendicular to these elements , an insulating layer (3), in particular formed of adjacent plates, disposed on these sheets, a sealing coating (18) covering the insulating layer, and connecting means (4 to 6) for holding the three components together (2 , 3, 18) of the cover and fix them to the frame, characterized in that said connecting means comprise, in line with each of said frame elements (1) and only at these locations: - coating connecting members (4) placed on the insulating layer (3) and comprising a row of flexible plates (4) or a flexible strip (4); - rigid support members (5) placed on the connecting members (4) and comprising a row of washers or a succession of strips; and - a row of fixing members (6), each fixing member passing through a support member (5), a connecting member (4), the insulating layer (3) and a ribbed sheet steel (2) and fixing in the corresponding frame element (1), each fixing member (6) having a head (12) which bears on the support member (5); and in that the sealing coating (18) is fixed only on the connecting members (4) and possibly on the support members (5). 2 - Couverture suivant la revendication 1, caractérisée en ce que chaque organe de fixation (6) traverse une plage surélevée (7) de la tôle d'acier nervuré (2). 2 - Cover according to claim 1, characterized in that each fixing member (6) crosses a raised area (7) of the ribbed sheet steel (2). 3 - Couverture suivant la revendication 1 ou 2, caractérisée en ce qu'elle comprend des organes (17) de fixation provisoire des tôles d'acier nervuré (2) sur les éléments de charpente (1), ces organes traversant notamment des creux d'onde (8) de cette tôle. 3 - Cover according to claim 1 or 2, characterized in that it comprises members (17) for temporarily fixing the ribbed steel sheets (2) to the structural members (1), these members passing in particular through hollow waves (8) of this sheet . 4 - Couverture étanche de bâtiment, notamment pour bâtiment industriel, du type comprenant des tôles d'acier nervuré (2) posées sur des éléments parallèles (1) de la charpente du bâtiment avec les ondes de ces tôles s'étendant perpendiculairement à ces éléments, une couche isolante (3), notamment formée de plaques adjacentes, disposée sur ces tôles, un revêtement d'étanchéité (18) recouvrant la couche isolante, et des moyens de liaison (4 à 6) pour maintenir assemblés les trois constituants (2, 3, 18) de la couverture et les fixer à la charpente, caractérisée en ce que lesdits moyens de liaison comprennent, au droit de chacun desdits éléments de charpente (1) et uniquement à ces emplacements : - une rangée de vis ou analogues (17) fixant les tôles d'acier nervuré (2) sur l'élément de charpente (1), ces vis ou analogues traversant notamment chaque creux d'onde (8) de ces tôles; - des organes (4) de liaison de revêtement posés sur la couche isolante (3) et comprenant une rangée de plaquettes souples (4) ou une bande souple (4); - des organes d'appui rigides (5) posés sur les organes de liaison (4) et comprenant une rangée de rondelles ou une succession de feuillards; - une rangée d'organes de fixation (6), chaque organe de fixation traversant un organe d'appui (5), un organe de liaison (4) et la couche isolante (3) et se fixant sur une plage surélevée (7) d'une tôle d'acier nervuré, chaque organe de fixation (6) présentant une tête (12) qui prend appui sur l'organe d'appui (5);    et en ce que le revêtement d'étanchéité (18) est fixé uniquement sur les organes de liaison (4) et éventuellement sur les organes d'appui (5). 4 - Watertight building cover, in particular for industrial buildings, of the type comprising ribbed steel sheets (2) placed on parallel elements (1) of the building frame with the waves of these sheets extending perpendicular to these elements , an insulating layer (3), in particular formed of adjacent plates, disposed on these sheets, a sealing coating (18) covering the insulating layer, and connecting means (4 to 6) for holding the three components together (2 , 3, 18) of the cover and fix them to the frame, characterized in that said connecting means comprise, in line with each of said frame elements (1) and only at these locations: - A row of screws or the like (17) fixing the ribbed steel sheets (2) to the structural element (1), these screws or the like passing in particular through each trough (8) of these sheets; - coating connecting members (4) placed on the insulating layer (3) and comprising a row of flexible plates (4) or a flexible strip (4); - rigid support members (5) placed on the connecting members (4) and comprising a row of washers or a succession of strips; - a row of fixing members (6), each fixing member passing through a support member (5), a connecting member (4) and the insulating layer (3) and fixing on a raised surface (7) of a ribbed sheet steel, each fixing member (6) having a head (12) which bears on the support member (5); and in that the sealing coating (18) is fixed only on the connecting members (4) and possibly on the support members (5). 5 - Couverture suivant la revendication 4, caractérisée en ce que chaque rangée d'organes de fixation (6) comprend au moins deux de ces organes par plage surélevée (7). 5 - Cover according to claim 4, characterized in that each row of fixing members (6) comprises at least two of these members per raised area (7). 6 - Couverture suivant l'une quelconque des revendications 1 à 5, caractérisée en ce que chaque organe de fixation (6) est une vis autotaraudeuse ou autoforeuse-taraudeuse. 6 - Cover according to any one of claims 1 to 5, characterized in that each fixing member (6) is a self-tapping or self-tapping screw. 7 - Couverture suivant l'une quelconque des revendications 1 à 6, caractérisée en ce que les organes d'appui (5) présentent une zone surélevée (11) autour ou de part et d'autre de chaque tête (12) d'organe de fixation (6). 7 - Cover according to any one of claims 1 to 6, characterized in that the support members (5) have a raised area (11) around or on either side of each head (12) of organ fixing (6). 8 - Couverture suivant l'une quelconque des revendications 1 à 7, caractérisée en ce qu'un manchon rigide (19) entoure chaque organe de fixation (6) et forme entretoise entre les organes d'appui (5) et les tôles d'acier nervuré (2). 8 - Cover according to any one of claims 1 to 7, characterized in that a rigid sleeve (19) surrounds each fixing member (6) and forms a spacer between the support members (5) and the sheets ribbed steel (2). 9 - Couverture suivant l'une quelconque des revendications 1 à 8, caractérisée en ce que chaque organe de fixation (6) comporte vers le haut un prolongement (20) sur lequel se fixe un support (22) de surtoiture (26). 9 - Cover according to any one of claims 1 to 8, characterized in that each fixing member (6) has upward an extension (20) on which is fixed a support (22) of over-roofing (26). 10 - Couverture suivant la revendication 9, caractérisée en ce qu'elle comprend des bouchons provisoires (26) à tête pointue adaptés pour se monter sur lesdits prolongements (20) avant la pose du revêtement (18). 10 - Cover according to claim 9, characterized in that it comprises temporary plugs (26) with pointed heads adapted to be mounted on said extensions (20) before the installation of the covering (18). 11 - Procédé de pose sur des éléments parallèles (1) de la charpente d'un bâtiment, d'une couverture comprenant des tôles d'acier nervuré (2), une couche isolante (3), notamment formée de plaques adjacentes, disposée sur ces tôles, et un revêtement d'étanchéité (18) recouvrant la couche isolante, caractérisé par la succession d'étapes suivantes : (a) on pose des tôles d'acier nervuré (2) sur les éléments de charpente (1) avec les ondes de ces tôles s'étendant perpendiculairement à ces éléments, et, si nécessaire, on fixe ces tôles sur les éléments de charpente, notamment au moyen de vis ou analogues (17) qui en traversent des creux d'onde (8); (b) on pose une partie de la couche isolante (3) sur les tôles d'acier nervuré (2); (c) sur cette couche, on pose, au droit de chaque élément de charpente (1) qu'elle recouvre et uniquement à ces emplacements, une rangée de plaquettes souples (4) ou une bande souple (4), destinées à la liaison du revêtement; (d) on pose sur les plaquettes ou la bande (4) une rangée de rondelles rigides ou une succession de feuillards d'appui rigides (5); (e) on introduit à travers les rondelles ou les feuillards (5) des organes de fixation (6) qui, après avoir traversé les plaquettes ou la bande (4) puis la couche isolante (3), traversent les tôles d'acier nervuré puis se fixent dans l'élément de charpente (1); (f) on répète les opérations (b) à (e) sur toute l'étendue de la couverture; et (g) on pose le revêtement d'étanchéité (18) sur l'ensemble ainsi réalisé, tout en le fixant, notamment par collage ou soudage, sur les plaquettes ou la bande souples (4) et éventuellement sur les rondelles ou les feuillards (5). 11 - Method for laying on parallel elements (1) of the frame of a building, a cover comprising ribbed steel sheets (2), an insulating layer (3), in particular formed of adjacent plates, placed on these sheets, and a sealing coating (18) covering the insulating layer, characterized by the following sequence of steps: (a) we place ribbed steel sheets (2) on the structural elements (1) with the waves of these sheets extending perpendicular to these elements, and, if necessary, these sheets are fixed on the structural elements , in particular by means of screws or the like (17) which pass through troughs (8); (b) part of the insulating layer (3) is placed on the ribbed steel sheets (2); (c) on this layer, a row of flexible plates (4) or a flexible strip (4), intended for the connection, is placed, in line with each structural element (1) that it covers and only at these locations coating; (d) a row of rigid washers or a succession of rigid support strips (5) is placed on the plates or the strip (4); (e) fixing members (6) are introduced through the washers or the strips (5) which, after passing through the plates or the strip (4) then the insulating layer (3), pass through the ribbed steel sheets then are fixed in the frame element (1); (f) repeating operations (b) to (e) over the entire extent of the cover; and (g) the sealing coating (18) is placed on the assembly thus produced, while fixing it, in particular by gluing or welding, on the flexible plates or strip (4) and possibly on the washers or the strips ( 5). 12 - Procédé de pose sur des éléments parallèles (1) de la charpente d'un bâtiment, d'une couverture comprenant des tôles d'acier nervuré (2), une couche isolante (3), notamment formée de plaques adjacentes, disposée sur ces tôles, et un revêtement d'étanchéité (18) recouvrant la couche isolante, caractérisé par la succession d'étapes suivantes : (a) on pose des tôles d'acier nervuré (2) sur les éléments de charpente (1) avec les ondes de ces tôles s'étendant perpendiculairement à ces éléments, et on fixe ces tôles sur les éléments de charpente, notamment au moyen de vis ou analogues (17) qui en traversent des creux d'onde (8); (b) on pose une partie de la couche isolante (3) sur ces tôles d'acier nervuré (2); (c) sur cette couche, on pose, au droit de chaque élément de charpente (1) qu'elle recouvre et uniquement à ces emplacements, une rangée de plaquettes souples (4) situées chacune au droit d'une plage surélevée (7) des tôles d'acier nervuré, ou une bande souple (4), destinées à la liaison du revêtement; (d) on pose sur les plaquettes ou la bande (4) une rangée de rondelles rigides (5) situées chacune au droit d'une plage surélevée (7) des tôles d'acier nervuré, ou une succession de feuillards d'appui rigides (5); (e) on introduit à travers les rondelles ou les feuillards (5) des organes de fixation (6) qui, après avoir traversé les plaquettes ou la bande (4) puis la couche isolante (3), se fixent dans lesdites plages surélevées; (f) on répète les opérations (b) à (e) sur toute l'étendue de la couverture; et (g) on pose le revêtement d'étanchéité (18) sur l'ensemble ainsi réalisé, tout en le fixant, notamment par collage ou soudage, sur les plaquettes ou la bande souples (4) et éventuellement sur les rondelles ou les feuillards (5). 12 - Method for laying on parallel elements (1) of the frame of a building, a cover comprising ribbed steel sheets (2), an insulating layer (3), in particular formed of adjacent plates, placed on these sheets, and a sealing coating (18) covering the insulating layer, characterized by the following sequence of steps: (a) we place ribbed steel sheets (2) on the structural members (1) with the waves of these sheets extending perpendicular to these elements, and these sheets are fixed on the structural members, in particular by means screws or the like (17) which pass through troughs (8) therein; (b) part of the insulating layer (3) is placed on these ribbed steel sheets (2); (c) on this layer, a row of flexible plates (4) is placed, in line with each raised element (7), in line with each frame element (1) which it covers and only at these locations ribbed steel sheets, or a flexible strip (4), intended for the connection of the covering; (d) a row of rigid washers (5) is placed on the plates or the strip (4) each located at the level of an elevated surface (7) of ribbed steel sheets, or a succession of rigid support strips (5); (e) fixing members (6) are introduced through the washers or the strips (5) which, after passing through the plates or the strip (4) then the insulating layer (3), are fixed in said raised areas; (f) repeating operations (b) to (e) over the entire extent of the cover; and (g) the sealing coating (18) is placed on the assembly thus produced, while fixing it, in particular by gluing or welding, on the flexible plates or strip (4) and possibly on the washers or the strips ( 5).
EP19920402345 1991-08-27 1992-08-26 Watertight roof for buildings and method of laying the same Expired - Lifetime EP0530101B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9110639A FR2680816A1 (en) 1991-08-27 1991-08-27 WATERPROOF COVERING OF A BUILDING AND ITS APPLICATION METHOD.
FR9110639 1991-08-27

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EP0530101A1 true EP0530101A1 (en) 1993-03-03
EP0530101B1 EP0530101B1 (en) 1996-10-23

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DE (1) DE69214760D1 (en)
FR (1) FR2680816A1 (en)

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FR2813625A1 (en) * 2000-09-04 2002-03-08 Epdm Distrib Insulating and waterproofing layer for existing corrugated roof uses fastenings welded onto ends of existing fixings to avoid drilling
FR2851275A1 (en) * 2003-02-19 2004-08-20 Jean Pierre Champeau Over roof fixation device for building, has rails/screws placed on isolating panels at base of profiles and screwed in panels for plating isolating panels on undulated support, and water proof system sealed on panels surface
EP1462586A1 (en) * 2003-03-24 2004-09-29 Illinois Tool Works Inc. Substrate with membrane seam plates fixed thereon for precise placement of seam plates on roof decking assemblies
EP2412889A1 (en) * 2010-07-30 2012-02-01 Icopal Sas Over-roof supporting device and method for making such a support
WO2013160457A1 (en) * 2012-04-27 2013-10-31 Bacacier 3 S Device for covering a building structure and structure covered by such a device

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FR2813625A1 (en) * 2000-09-04 2002-03-08 Epdm Distrib Insulating and waterproofing layer for existing corrugated roof uses fastenings welded onto ends of existing fixings to avoid drilling
FR2851275A1 (en) * 2003-02-19 2004-08-20 Jean Pierre Champeau Over roof fixation device for building, has rails/screws placed on isolating panels at base of profiles and screwed in panels for plating isolating panels on undulated support, and water proof system sealed on panels surface
EP1462586A1 (en) * 2003-03-24 2004-09-29 Illinois Tool Works Inc. Substrate with membrane seam plates fixed thereon for precise placement of seam plates on roof decking assemblies
EP2412889A1 (en) * 2010-07-30 2012-02-01 Icopal Sas Over-roof supporting device and method for making such a support
FR2963371A1 (en) * 2010-07-30 2012-02-03 Icopal Sas DEVICE FOR SUPPORTING A SURFACE AND METHOD FOR MAKING A SURFACE SUPPORT
WO2013160457A1 (en) * 2012-04-27 2013-10-31 Bacacier 3 S Device for covering a building structure and structure covered by such a device
FR2989982A1 (en) * 2012-04-27 2013-11-01 Bacacier 3 S DEVICE FOR COATING A BUILDING STRUCTURE AND STRUCTURE COATED BY SUCH A DEVICE
RU2625662C2 (en) * 2012-04-27 2017-07-18 Бакасье 3 С Device for covering building structure and structure that is covered with this device

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DE69214760D1 (en) 1996-11-28
EP0530101B1 (en) 1996-10-23
FR2680816A1 (en) 1993-03-05

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