EP2411590B1 - Roof for an industrial building - Google Patents
Roof for an industrial building Download PDFInfo
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- EP2411590B1 EP2411590B1 EP10713486A EP10713486A EP2411590B1 EP 2411590 B1 EP2411590 B1 EP 2411590B1 EP 10713486 A EP10713486 A EP 10713486A EP 10713486 A EP10713486 A EP 10713486A EP 2411590 B1 EP2411590 B1 EP 2411590B1
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- building
- roof
- valleys
- module
- slope
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Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/12—Roofs; Roof construction with regard to insulation formed in bays, e.g. sawtooth roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0445—Drainage channels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0481—Drainage guiding provisions, e.g. deflectors or stimulation by inclined surfaces
Definitions
- a first invention relates to a logistic building of modular design and an associated construction method. Another invention relates to an industrial building roof. These two inventions are independent, but can be advantageously combined.
- Buildings dedicated to industrial and commercial logistics - or abbreviated logistic buildings - are known, including at least one ground floor level, designed to store more than 500 tons of combustible material.
- Such a building is a large building, enclosed on all four facades and on the roof, the average main beam under main beam height is greater than or equal to 8.00 m and its interior volume is greater than 50 000 m 3 , its footprint is greater than 3,000 m 2 and may include mezzanines or a storey.
- Such a building is out of water and out of air to shelter the stored goods. It is thus secure and constitutes a closed envelope.
- the current platform height being between 0.50 m, or even 0.55 m or 0.80 m, which corresponds to a van and 1.55 m, which corresponds to container trailers.
- Such a building is equipped with an industrial floor, which is horizontal in part, allows the circulation of handling equipment on wheels, with a permissible load capacity on this industrial floor, minimum of 2T per m 2 .
- the quay of the truck is on the building facade, with a distance from the facade, to the right of the facade, maximum of 5 m.
- the invention is particularly applicable to such a logistics building.
- buildings must meet regulatory constraints and economic constraints, while having a favorable aesthetic aspect.
- the management of rainwater is a particular concern, because of the need to prevent any risk of disaster, while minimizing the need for maintenance, and maintaining a limited visual impact.
- an industrial building roof with an alternation of factages and cover valleys, the slope between a ridge and the adjoining valley respecting the minimum slope permissible for an industrial building, in said roof ridge and the valleys are inclined relative to the horizontal with an angle of between 1 and 5% and this inclination is obtained by varying the height at which are installed successive two-slope beams arranged horizontally and supporting the cover, these beams slopes with slopes corresponding to the slopes between ridge and adjacent valleys.
- a roof according to the preamble of claim 1 comprising an alternation of ridges and valleys which are inclined relative to the horizontal of a small angle, using two-slope beams, the inclination of the ridge and resulting from the angle between the two slopes of the two-slope beams.
- a roof using beams having different heights to achieve an inclination excluding the idea of installing beams at different heights.
- a roof using beams at different heights but these beams are not bi-slope type, the ridge and the valleys being made by a corrugated cover.
- the roof thus defined has the advantage of being easy to set up for large areas on a case by case, while offering a low roof height, which is advantageous for reasons of safety and aesthetics.
- the installation of rainwater flows in the surface of the building is also not necessary with such a roof, because of the flow of water it offers to the facades, which respects the regulatory requirements.
- the valleys have a high point at half their length, and they are inclined symmetrically on either side of this high point.
- the roof comprises at least two valleys and at least three cracks.
- the roof comprises a stepped gable front parapet with an angle between 1 and 5% identical to the angle of inclination of the valleys, or at least similar.
- the roof further comprises a set defined by a acroterium survey and a plurality of rainwater births all being dimensioned according to the rainfall, the rainwater births being located outside the envelope of the building.
- the set defined by an acroterium survey and a plurality of rainwater births is dimensioned so that the accumulation of water at the periphery of the acroterium is limited to 10 cm, and that In case of heavy rain, the evacuation is done in weirs along the facades.
- the inclination of the webs with respect to the horizontal is obtained by varying the depth of anchoring of bearing columns on their foundation or the height of attachment of horizontal beams of roofing on the posts carriers.
- the valleys are inclined relative to the horizontal with an angle between 1.2 and 3.6%, or preferably between 1.4 and 2.1%.
- the following invention constituting a logistic building construction method comprising steps of determining a terrain to be constructed, choosing from a predefined finite set of modular building elements of a plurality of elements adapted to cover said ground in a suitable arrangement, and construction of the modular building elements selected according to the adapted arrangement.
- the modular building elements are designed according to regulatory constraints.
- each modular construction element of said assembly is available in a left form, a straight form, and a central shape, respectively adapted to cooperate with a straight form, a left form, or both a left form and a straight form.
- each modular building element comprises one or two cells with a surface area of less than 6000 m 2 , each cell being isolated from a neighboring cell by cross-checking made in fire walls.
- each modular building element comprises a set of carrying columns, purlins and structural beams, whose adjustment during construction according to said adapted arrangement allows a drainage of rainwater over the whole of the roof surface of the building thus formed.
- the step of constructing the modular building elements selected according to the adapted arrangement is performed so as to obtain a complete logistics building.
- the dimensioning of the elements, the nature of the building materials for the elements, as well as the organization that makes it possible to produce them, to deliver them and to assemble them is predefined.
- the invention also proposes a logistics building constructed according to the presented method.
- FIG 1 the principle of modular design of warehouses according to the invention is represented with basically 4 modules, called modules 01, 02, 03, 04.
- Each module is completely predefined, with all the associated supply chain (set of elements constituting the building, that is to say the building materials, as well as the organization that makes it possible to produce them, deliver them and assemble them), the calculations determining both the design and the method of execution.
- These modules make it possible to produce, once assembled, virtually all warehouse configurations in France, which consist of warehouse cells limited to 6000 m 2, which is the maximum regulatory size of a cell.
- the four modules are either 6000 m 2 each (module 1 and module 2) or, when they have two assembled cells (module 3 and module 4), 12000 m 2 (2 x 6000 m 2 ) each. All modules can be doubled.
- the dashed lines on the right of the modules represent firewalls. This is an insulating element vis-à-vis a module that would come symmetrically.
- the fine horizontal lines in the modules 3 and 4 correspond to an intra-module division which separates a module into two equal elements of 6000 m 2 .
- the fire wall is a physical or real division: it is a wall made of cellular concrete or reinforced concrete or any other equivalent fire resistance material, for a minimum of 2 hours.
- the first building is 12000 m 2 of surface and is built using 2 times the module 1.
- the building in the third line, on the left, is 24000 m 2 and is built using 2 times the module 4.
- a first principle is to have high points and low points.
- the high points are called deer lines and the low points are called valleys.
- the valleys Classically, in an industrial building, when you make a roof, you have horizontal lines, which are horizontal and you have valleys that are also horizontal. These valleys can cross in the direction of the width or the length of the roof the building, including from one side dividing the surface of the roof, and they are also present in general in peripheral line, what is called the acroterium, that is to say, the roof that constitutes the highest point of the facade.
- the acroterium that is to say, the roof that constitutes the highest point of the facade.
- On a facade, high point just under the acroterium one can have either an external channel hanging on the facade or a valley on the roof that recovers the rainwater on the periphery.
- the acroterium the highest point of the facade
- the network of valleys which cross the building from one side to the other and which move on the periphery.
- the arrows represent the flow of water. This flow is in spillway in case of heavy rains, that is to say above the acroterium survey (waterproofing report which covers the acroterium and which prevents the water seeping into the building or trickle inside facade elements). This is an innovation.
- FIG 3b is shown operating in normal regime with current rainfall.
- the water is collected by an external water box 1000 (parallelepipedic element on the left) and an external rainwater drain.
- siphoid Another technique, called siphoid, consists of routing networks not under pavement, but directly under the roof. This technique is called a siphoid because the filling of 100% pipes allows smaller diameters (suction) so it limits the number of rainwater descents in the building.
- downspouts that are a vertical network in the building, and the horizontal paths, which are either under roof or under pavement. When the water travels under roof, it ends up going down in the building or periphery.
- the first relates to the fact that, with a roofing principle, roof slopes are generated which have a total height difference which is small but which allows very long distances of the water course.
- the vertical drop is the vertical distance between the highest point (ridge) and the lowest point of the valley. Between the two, there is a roof slope that directs the waters. This slope is set in France at least 3.1% on this type of building. This has been respected in the various embodiments of the invention. Innovation is about putting gins (see figure 4 ) slightly inclined (at 1.5%) perpendicular to the slope of 3.1%, with a high point at the mid-length of the building.
- the total height of the building corresponds to a high point line which is in the center of the cell which is in the direction of the width of the building.
- the lowest point of the roof is on the periphery.
- the total height difference is the slope of the valley (1.5%) multiplied by the half-depth of the building (approximately 50 m according to one embodiment) to which is added a rating, which corresponds to the elevation difference which is fixed at 3.1% multiplied by the width of the small hump (of each of the beams, half-span or half-distance between two valleys).
- This distance is fixed relative to a frame frame, which is fixed and repetitive.
- the invention lies in particular in having a slope of 3.1% over a minimum distance on a fixed element, and having a great distance a slope of 1.5%. This minimizes the total height of the roof.
- the strategy is to reject with a small total elevation of the rainwater roof relatively far from the periphery of the building and therefore to cover large areas of roof without having to install rainwater births inside the building.
- the water is discharged entirely to the periphery and the stormwater management system is completely secure.
- the gable facades offer a simple solution for the gable facades of the building without any modification of the principle of the roof.
- the gable facades have an acrotère which following the valley of the bank is very slightly inclined (1.5%), which visually can be considered almost horizontal.
- the gable facades are properly treated on the aesthetic level.
- a second aspect concerning the roofs is that we must be able to reject rainwater in an intelligent way since we can not always pour on the facades or create a height of acroterium such that we could have an accumulation of water at the periphery.
- the dimensioning of the device is at the same time fixed by the height of the report of sealing and by the births of rain water which are distributed on the periphery there also at fixed intervals and with predefined diameters.
- This set is dimensioned such that in normal operation, in the case of current precipitation, there is a low water accumulation on the periphery of the building, on the periphery of acroterium, on the roof since the accumulation of water is controlled , limited to about 10 cm, that is to say at the height of the survey, on the periphery of acroterium, on the roof of the building.
- the evacuation is done in spillway on the facades.
- the device consists of "knot - shackle - ridge" successions and the height goes down, in the direction of the length of the building, in a uniform manner of 1,5%, whether on the edges or on the low points, until 'to the penultimate frame where the overall surface of the roof is flattened. This is where we have 1.5% when we are on the valley and 3.76% when we are on the high point to arrive online at identical level (right in the figure).
- the roof is flattened between the high point of the beam of the first frame (front and rear): at the right and left end of the building, where the valleys and the factages meet at the same level, namely the level of the acroterium valley.
- the gables are not the subject of a particular treatment, as mentioned previously: it is considered that the acroterium of the pinion and its raising constitutes a sloping valley, like the others (see the figure 4 ). At the top of the plan, on the gable of the building, the acroterium is a valley inclined at 1.5%, like the others, to the left and to the right from the high point. It's an innovative element.
- the top point of the pinion is 12.33 m and behind it, a high point is 13.23 m. There is therefore a line of high points at 13.23 m, which is a maximum height for the building, and one is 11.45 m in front of the long walls (front or rear). Which means we have a difference that is very small between the height of the long wall pan and the height of the pinion.
- the shape of the roof (in three dimensions) is given by the elements of the structure that supports the roof (frame, figure 8 ) and the elements that constitute the horizontal structure of the frame are constant, always the same. These elements were designed for the Modulog family. They could however be used for other buildings. They constitute the cover medium.
- the roof support elements are constant. There are beams 6 17.10 m long (cf. figure 8 , where it is recalled that the dimensions are specific to a particular embodiment, and may vary), which corresponds to the distance between two inclined valleys. They are bi-slope beams 6. This shape gives 3.1% slope in one direction. The juxtaposition of these beams 6 at different heights gives the slope of 1.5% in the other direction.
- the frame is represented: beams 6 which carry from pole to post, which are 17.10 m and whose profile is such that one has a high point in the middle.
- the material used is glued laminated material, but another material may be chosen.
- breakdowns which are 11.90 m (the distance between the beams). All these carrier elements are identical. What makes the slope of the roof in the direction of 1.5% is the variation of height of the columns which are anchored more.or less in the ground, or in a variant variant the height of the fixing device of the beams 6 on the poles.
- the posts in front are the lowest posts. Then, each time we move a span, we increase the height by the distance multiplied by 1.5%.
- the slope of 1.5% is on the pinion facade which is depicted boned in the figure (on the right). Since the truck-side facade is horizontal, the parapet is at constant height. And the beams that are behind, the first line behind, have a high point and two low points. They are V-shaped.
- the first load-bearing element along the quay face is at constant inertia (the inertia designates the thickness in the direction of the height of the element carrier). If we take the carrier element which is parallel and therefore the first offset element of a row of posts, it is clear that the beams 6 are V. They have a high point in the middle between the two poles. They are thicker (greater inertia) in the middle and thinner on the edges (smaller inertia). This is seen, especially on the third failure.
- Each module can be found next to any other module because the structural elements are all identical and the roof slope is set by the hanging system on the vertical poles.
- the modular aspect of the roof that creates the slope of the elements that are completely identical and that it is the hanging system of the posts that can assemble modules that have different roof heights.
- modules 1a, 1b, 1c depending on the position they occupy in the building.
- 1 module is boneless, and the other three are left, and the last shows off to the left.
- module 1 the module that has the input.
- the left module includes an entrance, a gate, the technical room with circular reserve, but comes with variants 1a, 1b, 1c. That is, module 1b is the module that is central between two modules, in the middle of the building, and module 1c is the module on the right, which, rather than an input, has an area of flipping and has no technical room. It is not completely symmetrical. But the building is modular. There is very little variation between a, b and c.
- module 1a is represented in full in the figure on the left, and the module 1b is exactly the same except that it does not have the small technical plot on the outside and has no facade in its quantitative since is the firewall of the preceding module.
- the invention proposes the four modules in their three forms. And from there, it is possible to combine them to arrive at this logic of building without additional engineering neither in study nor in construction.
- the minimum size of the buildings used according to the invention is 12000 m 2 . Only module 3 or module 4 can be offered.
- the product is a logistics building that consists of different subassemblies that are called predefined modules. These modules are themselves composed of one or two cells of 6000 m 2 . A cell is always separated from its neighbors by a firewall. The modules are proposed in relation to an analysis based on the depth of ground that can be found in France to set up this type of building.
- Modules 1 and 2 were created to meet a need for a face for docking trucks, and 2 faces if they are back-to-back. In modules 3 and 4, there are two faces.
- the fire wall is replaced by a metal front.
- the metal facade is the same type as the outer facade of the module.
- the structure of the building is invariant in its geometry.
- the need at the beginning is to be able to play with the depth of the ground.
- the depth of the ground is an important parameter determining the area available to build the building. Sometimes the ground has a somewhat patato ⁇ d geometry.
- the four modules allow adjustment to both the width of the building and its depth. Depending on the surface, choose module 4 or module 3 or module 1 or module 2 instead.
- modules 4b, 4c There, in this figure there are modules 4b, 4c. There are some adjustment options that do not call into question the design of modules: you can for example remove a door to dock, equipment, the necessary road.
- module 4 For example, if the customer wants to be face-to-face, there is a module 4 with only one side, and there is one with only one side door.
- the invention makes it possible to arrange 6000 m 2 very closely, with a fixed screen of 17.10 m by 11.90 m.
- the frame is the distance between poles.
- the building is innovative on rainwater management.
- the invention proposes an innovative assembly method, modular.
- the method comprises a step where at least two modules are selected, which, when assembled together, give a logistics building corresponding to the specifications in terms of area and type of operation, without requiring particular study, design, execution.
- the modules are compatible with each other, it is because they adapt to the level of the interface.
- the elements of the interface between two modules are the poles.
- the modules are designed according to the regulatory constraints. They are totally optimized vis-à-vis a regulation in terms of surface and group firebreak.
- the module is designed with respect to a precise constraint which is the crossover and the 6000 m 2 and then assembled according to the terrain. We then join modules that have a different geometry.
- a cell is a volume of undivided ground footprint of a logistic building, with a maximum area of 6000 m 2 , which is isolated from neighboring cells by overlapping fire-resistant firewalls for a minimum of two hours. -fire protruding from the roof of one meter.
- a module is a predefined subset, pre-engineering a logistics building and possibly its associated outdoor spaces (yard truck, bypass, access ramp, technical premises) which includes 1 or 2 cells, and which is attached to another or other modules form a complete building.
- front and rear facade valleys form a survey allowing a accumulation of water of a few centimeters along the front and rear facades.
- This accumulation of water is evacuated by one or more external water boxes hung ( figure 3b ) at the façade and connected to gravity rainwater outlets outside the building's right-of-way.
- the set consisting of the downpipes and the height of the acroterium survey was the subject of a specific calculation taking into account the rainfall statistics in France.
- the water accumulation height controlled by descent in EP in the current rain regime and by pouring over the acroterium survey is shown.
- the descent rate EP has also been represented in a regime of intense rain. Also shown is the slope, which on a left portion is 1.50%, then 3.76% up to the vertical wall on the right.
- figure 10 which as mentioned above is a sectional view on the wharf facade, showing an embodiment of a logistics building according to the invention, the 1.5% slope determined by the height of the columns and continuing to on a vertical wall without breaking the slope (see figure 4 : the absence of slope failure is in this embodiment specific to the valleys), the cover comprising a PVC membrane, an insulation layer, and a steel BAC.
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Description
Une première invention porte sur un bâtiment logistique de conception modulaire et un procédé de construction associé. Une autre invention porte sur une toiture de bâtiment industriel. Ces deux inventions sont indépendantes, mais peuvent être avantageusement combinées.A first invention relates to a logistic building of modular design and an associated construction method. Another invention relates to an industrial building roof. These two inventions are independent, but can be advantageously combined.
On connaît les bâtiments dédiés à la logistique industrielle et commerciale - ou en abrégé bâtiments logistiques - comprenant au moins un niveau rez-de-chaussée de plain-pied, destiné à stocker plus de 500 T de matière combustible. Un tel bâtiment est un bâtiment de grande taille, fermé sur les quatre façades et sur la toiture, la hauteur moyenne sous poutre principale en partie courante est supérieure ou égal à 8,00 m et son volume intérieur est supérieur à 50 000 m3, son emprise au sol est supérieure à 3 000 m2 et il peut comporter des mezzanines ou un étage.Buildings dedicated to industrial and commercial logistics - or abbreviated logistic buildings - are known, including at least one ground floor level, designed to store more than 500 tons of combustible material. Such a building is a large building, enclosed on all four facades and on the roof, the average main beam under main beam height is greater than or equal to 8.00 m and its interior volume is greater than 50 000 m 3 , its footprint is greater than 3,000 m 2 and may include mezzanines or a storey.
Un tel bâtiment est hors d'eau et hors d'air pour mettre à l'abri les marchandises stockées. Il est ainsi sécurisé et constitue une enveloppe fermée.Such a building is out of water and out of air to shelter the stored goods. It is thus secure and constitutes a closed envelope.
Il est muni de plus d'au minimum 4, voire 5 emplacements de mise à quai camion (ou un quai chemin de fer pour déchargement de wagons) par tranche de 6000 m2 pour les opérations en chargement et déchargement des marchandises au niveau du RDC de plain pied, la hauteur de quai courante étant comprise entre 0,50 m, voire 0.55 m ou 0.80 m, valeur qui correspond à une camionnette et 1,55 m, qui correspond aux remorques à containers.It has more than a minimum of 4, or even 5 berths (or a railway wagons unloading platform) per 6000 m 2 for goods loading and unloading operations at ground floor level. on one level, the current platform height being between 0.50 m, or even 0.55 m or 0.80 m, which corresponds to a van and 1.55 m, which corresponds to container trailers.
Un tel bâtiment est muni d'un sol industriel, qui est horizontal en partie courante, permet la circulation d'engins de manutention sur roues, avec une capacité de charge admissible sur ce sol industriel, minimal de 2T par m2.Such a building is equipped with an industrial floor, which is horizontal in part, allows the circulation of handling equipment on wheels, with a permissible load capacity on this industrial floor, minimum of 2T per m 2 .
La mise à quai du camion est en façade de bâtiment, avec une distance par rapport à la façade, au droit de la façade, maximale de 5 m.The quay of the truck is on the building facade, with a distance from the facade, to the right of the facade, maximum of 5 m.
Sans que cela n'exclue une application à un autre type de bâtiment, l'invention s'applique tout particulièrement à un tel bâtiment logistique.Without this excluding an application to another type of building, the invention is particularly applicable to such a logistics building.
Dans le contexte ainsi défini, les bâtiments doivent satisfaire des contraintes réglementaires et des contraintes économiques, tout en ayant un aspect esthétique favorable. La gestion des eaux pluviales est notamment une préoccupation, du fait de la nécessité de prévenir tout risque de sinistre, tout en minimisant les nécessités d'entretien, et en conservant un impact visuel limité.In the context thus defined, buildings must meet regulatory constraints and economic constraints, while having a favorable aesthetic aspect. The management of rainwater is a particular concern, because of the need to prevent any risk of disaster, while minimizing the need for maintenance, and maintaining a limited visual impact.
Par ailleurs, en termes de procédé de construction on souhaite réduire les délais, tout en minimisant les coûts et en offrant des possibilités fonctionnelles supplémentaires aux utilisateurs des bâtiments.Moreover, in terms of the construction process, it is desired to reduce the time, while minimizing the costs and providing additional functional possibilities for the users of the buildings.
Pour résoudre les problèmes ainsi évoqués, il est proposé une toiture de bâtiment industriel présentant une alternance de faitages et de noues de couverture, la pente entre un faîtage et la noue adjacente respectant la pente minimale admissible pour un bâtiment industriel, dans ladite toiture les faîtages et les noues sont inclinées par rapport à l'horizontal avec un angle compris entre 1 et 5% et cette inclinaison est obtenue par variation de la hauteur à laquelle sont installées des poutres bi-pentes successives disposées horizontalement et supportant la couverture, ces poutres bi-pentes ayant des pentes correspondant aux pentes entre les faîtages et les noues adjacentes.To solve the problems thus mentioned, it is proposed an industrial building roof with an alternation of factages and cover valleys, the slope between a ridge and the adjoining valley respecting the minimum slope permissible for an industrial building, in said roof ridge and the valleys are inclined relative to the horizontal with an angle of between 1 and 5% and this inclination is obtained by varying the height at which are installed successive two-slope beams arranged horizontally and supporting the cover, these beams slopes with slopes corresponding to the slopes between ridge and adjacent valleys.
On connaissait déjà, d'après le document
La toiture ainsi définie présente l'avantage d'être facile à mettre en place pour des grandes surfaces au cas par cas, tout en offrant une hauteur de toiture faible, ce qui avantageux pour des raisons de sécurité et d'esthétique. L'installation d'écoulements d'eaux pluviales dans la surface du bâtiment n'est de plus pas nécessaire avec une telle toiture, du fait de l'écoulement des eaux qu'elle offre vers les façades, qui respecte notamment les exigences réglementaires.The roof thus defined has the advantage of being easy to set up for large areas on a case by case, while offering a low roof height, which is advantageous for reasons of safety and aesthetics. The installation of rainwater flows in the surface of the building is also not necessary with such a roof, because of the flow of water it offers to the facades, which respects the regulatory requirements.
Selon un aspect avantageux, les noues ont un point haut à la moitié de leur longueur, et elles sont inclinées symétriquement de part et d'autre de ce point haut.According to an advantageous aspect, the valleys have a high point at half their length, and they are inclined symmetrically on either side of this high point.
Préférentiellement, la toiture comprend au moins deux noues et au moins trois faitages.Preferably, the roof comprises at least two valleys and at least three cracks.
Selon une caractéristique avantageuse, la toiture comprend un acrotère de façade pignon incliné avec un angle compris entre 1 et 5% identique à l'angle d'inclinaison des noues, ou du moins similaire.According to an advantageous characteristic, the roof comprises a stepped gable front parapet with an angle between 1 and 5% identical to the angle of inclination of the valleys, or at least similar.
Préférentiellement, la toiture comprend de plus un ensemble défini par un relevé d'acrotère et une pluralité de naissances d'eaux pluviales l'ensemble étant dimensionné en fonction de la pluviométrie, les naissances d'eaux pluviales étant situées en dehors de l'enveloppe du bâtiment.Preferably, the roof further comprises a set defined by a acroterium survey and a plurality of rainwater births all being dimensioned according to the rainfall, the rainwater births being located outside the envelope of the building.
Selon un aspect avantageux, l'ensemble défini par un relevé d'acrotère et une pluralité de naissances d'eau pluviales est dimensionné en sorte que l'accumulation d'eau en périphérie d'acrotère est limitée à 10 cm, et qu'en cas de fortes pluies, l'évacuation se fait en déversoir le long des façades.According to one advantageous aspect, the set defined by an acroterium survey and a plurality of rainwater births is dimensioned so that the accumulation of water at the periphery of the acroterium is limited to 10 cm, and that In case of heavy rain, the evacuation is done in weirs along the facades.
Selon un mode de mise en oeuvre, l'inclinaison des noues par rapport à l'horizontale est obtenue par variation de la profondeur d'ancrage de poteaux porteurs sur leur fondation ou de la hauteur d'accrochage de poutres horizontales de toiture sur les poteaux porteurs.According to one embodiment, the inclination of the webs with respect to the horizontal is obtained by varying the depth of anchoring of bearing columns on their foundation or the height of attachment of horizontal beams of roofing on the posts carriers.
Préférentiellement, les noues sont inclinées par rapport à l'horizontal avec un angle compris entre 1.2 et 3.6 %, ou préférentiellement entre 1.4 et 2.1%.Preferably, the valleys are inclined relative to the horizontal with an angle between 1.2 and 3.6%, or preferably between 1.4 and 2.1%.
Selon un aspect indépendant, il est proposé l'invention suivante, constituant un procédé de construction de bâtiment logistique comprenant des étapes de détermination d'un terrain à construire, choix dans un ensemble fini prédéfini d'éléments de construction modulaires d'une pluralité d'éléments adaptés à recouvrir ledit terrain suivant une disposition adaptée, et construction des éléments de construction modulaires choisis selon la disposition adaptée.According to an independent aspect, the following invention is proposed, constituting a logistic building construction method comprising steps of determining a terrain to be constructed, choosing from a predefined finite set of modular building elements of a plurality of elements adapted to cover said ground in a suitable arrangement, and construction of the modular building elements selected according to the adapted arrangement.
Selon une caractéristique avantageuse, les éléments de construction modulaires sont conçus en fonction de contraintes réglementaires.According to an advantageous characteristic, the modular building elements are designed according to regulatory constraints.
Préférentiellement, chaque éléments de construction modulaire dudit ensemble est disponible sous une forme gauche, une forme droite, et une forme centrale, adaptées respectivement à coopérer avec une forme droite, une forme gauche, ou à la fois une forme gauche et une forme droite.Preferably, each modular construction element of said assembly is available in a left form, a straight form, and a central shape, respectively adapted to cooperate with a straight form, a left form, or both a left form and a straight form.
Selon un mode de réalisation, chaque élément de construction modulaire comprend une ou deux cellules de surface inférieure à 6000 m2, chaque cellule étant isolée d'une cellule voisine par un recoupement réalisé en murs coupe-feu.According to one embodiment, each modular building element comprises one or two cells with a surface area of less than 6000 m 2 , each cell being isolated from a neighboring cell by cross-checking made in fire walls.
Selon un mode de réalisation préféré, chaque élément de construction modulaire comprend un ensemble de poteaux porteurs, des pannes et des poutres de charpente, dont l'ajustement lors de la construction selon ladite disposition adaptée permet une évacuation des eaux pluviales sur l'ensemble de la surface de toiture du bâtiment ainsi formé.According to a preferred embodiment, each modular building element comprises a set of carrying columns, purlins and structural beams, whose adjustment during construction according to said adapted arrangement allows a drainage of rainwater over the whole of the roof surface of the building thus formed.
Dans une situation préférée, l'étape de construction des éléments de construction modulaires choisis selon la disposition adaptée est effectuée en sorte d'obtenir un bâtiment logistique complet.In a preferred situation, the step of constructing the modular building elements selected according to the adapted arrangement is performed so as to obtain a complete logistics building.
Selon un aspect avantageux du procédé, le dimensionnement des éléments, la nature des matériaux de construction pour les éléments, ainsi que l'organisation qui permet de les produire, de les livrer et de les assembler est prédéfinie.According to an advantageous aspect of the method, the dimensioning of the elements, the nature of the building materials for the elements, as well as the organization that makes it possible to produce them, to deliver them and to assemble them, is predefined.
L'invention propose aussi un bâtiment logistique construit selon le procédé présenté.The invention also proposes a logistics building constructed according to the presented method.
L'invention va maintenant être présentée plus en détails en relation avec les figures annexées.
- La
figure 1 est un schéma représentant des éléments de base selon un mode de réalisation général de l'invention. - La
figure 2 représente des modes de réalisation particuliers de l'invention. - Les
figures 3a et 3b sont des vues de l'acrotère d'une façade dans un mode de réalisation d'une toiture de bâtiment industriel. - La
figure 4 est une vue de dessus de la toiture d'un bâtiment industriel selon un mode de réalisation de l'invention. - La
figure 5 présente une vue de la façade avant d'un bâtiment industriel selon un mode de réalisation de l'invention. - La
figure 6 présente une vue de la façade arrière d'un bâtiment industriel selon un mode de réalisation de l'invention. - La
figure 7 présente une vue de la façade pignon d'un bâtiment industriel selon un mode de réalisation de l'invention. - La
figure 8 présente une vue de trois quarts d'un bâtiment industriel selon un mode de réalisation de l'invention, avec certains murs et la toiture artificiellement supprimés de manière à faire apparaitre les éléments de structure. - La
figure 9 présente une vue de coupe d'un bâtiment industriel selon un mode de réalisation de l'invention, la vue figurant l'écoulement des eaux. - La
figure 10 présente une vue de coupe sur façade de quai, présentant un mode de réalisation d'un bâtiment logistique selon l'invention.
- The
figure 1 is a diagram showing basic elements according to a general embodiment of the invention. - The
figure 2 represents particular embodiments of the invention. - The
Figures 3a and 3b are views of the acroterium of a facade in an embodiment of an industrial building roof. - The
figure 4 is a top view of the roof of an industrial building according to one embodiment of the invention. - The
figure 5 shows a view of the front facade of an industrial building according to one embodiment of the invention. - The
figure 6 shows a view of the rear facade of an industrial building according to one embodiment of the invention. - The
figure 7 shows a view of the gable facade of an industrial building according to one embodiment of the invention. - The
figure 8 shows a three-quarter view of an industrial building according to one embodiment of the invention, with some walls and the roof artificially removed so as to reveal the structural elements. - The
figure 9 shows a sectional view of an industrial building according to one embodiment of the invention, the view showing the flow of water. - The
figure 10 shows a sectional view of the dock facade, showing an embodiment of a logistics building according to the invention.
En
En
Par ailleurs, les traits horizontaux fins dans les modules 3 et 4 correspondent à une division intra-module qui sépare un module en deux éléments égaux de 6000 m2.In addition, the fine horizontal lines in the
Le mur coupe-feu est une division physique ou réelle : il s'agit d'un mur en béton cellulaire ou en béton armé ou tout autre matériau de résistance au feu équivalente, au minimum d'une durée de 2 heures.The fire wall is a physical or real division: it is a wall made of cellular concrete or reinforced concrete or any other equivalent fire resistance material, for a minimum of 2 hours.
Sur le principe, on a une combinatoire d'éléments qui sont fixes au départ, figés, préétablis complètement en mode d'ingénierie de conception et d'exécution. Avec ça, on sait très rapidement concevoir des bâtiments et les réaliser.In principle, we have a combinatorics of elements that are fixed at the beginning, frozen, pre-established completely in design engineering mode and execution. With that, we know very quickly designing buildings and making them.
En référence à la
On a représenté des surfaces de 12000 à 42000 m2: à peu près 80% des possibilités de configuration d'implantation d'un bâtiment industriel type entrepôt sur une parcelle de terrain. On utilise à chaque fois une combinaison de modules qui permettent d'optimiser la surface construite sur les parcelles.Surfaces of 12000 to 42000 m 2 have been represented : about 80% of the configuration possibilities for the implantation of a warehouse-type industrial building on a parcel of land. In each case, a combination of modules is used to optimize the area built on the plots.
On retrouve les modules de la
Toujours sur la
La conséquence de ce principe, qui consiste à assembler les modules de manière juxtaposée, sans aucune variation, peut poser certaines difficultés, notamment en terme d'évacuation des eaux pluviales des toitures des bâtiments : en France, la règle de collecte et d'évacuation des eaux pluviales des bâtiments, du fait de la surface horizontale très importante de ceux-ci, implique des débits et des volumes d'eau pluviale importants, d'où des risques, en cas de non évacuation, d'affaissement ou d'effondrement de toiture. Un des points clef de la conception de ces bâtiments (et des bâtiments logistiques en général ou bâtiments industrielles dotés d'une grande surface toiture), est d'arriver à rejeter efficacement, à drainer les eaux pluviales de toiture à l'extérieur du bâtiment.The consequence of this principle, which consists in assembling the modules in a juxtaposed way, without any variation, can pose some difficulties, especially in terms of evacuation of rainwater from the roofs of buildings: in France, the rule of collection and evacuation rainwater from buildings, because of the very large horizontal surface of these, implies high flow rates and volumes of rainwater, hence risks, in the event of non-evacuation, subsidence or collapse roofing. One of the key points in the design of these buildings (and logistic buildings in general or industrial buildings with a large roof area), is to manage to effectively reject, to drain rainwater roofing outside the building .
C'est dans cet esprit qu'a été mise en oeuvre une toiture qui est constituée d'éléments répétitifs, qui sont là aussi immuables et qui permettent de gérer toutes les situations de géométrie au sol du bâtiment.It is in this spirit that has been implemented a roof that consists of repetitive elements, which are also immutable and that can manage all geometry situations on the ground of the building.
Cet aspect de l'innovation est représenté en
Il y a donc de manière général trois éléments importants: l'acrotère (point le plus haut de la façade); les points hauts de faitage qui peuvent dépasser éventuellement le niveau d'acrotère ; et le réseau des noues qui traversent le bâtiment de part en part et qui cheminent en périphérie.There are three main elements in general: the acroterium (the highest point of the facade); the high deformations that may eventually exceed the acroterium level; and the network of valleys which cross the building from one side to the other and which move on the periphery.
En référence aux
Les flèches représentent l'écoulement des eaux. Cet écoulement se fait en déversoir en cas de fortes pluies, c'est-à-dire par-dessus le relevé d'acrotère (relevé d'étanchéité qui vient couvrir l'acrotère et qui évite que l'eau s'infiltre dans le bâtiment ou ruisselle à l'intérieur des éléments de façade). Il s'agit là d'une innovation.The arrows represent the flow of water. This flow is in spillway in case of heavy rains, that is to say above the acroterium survey (waterproofing report which covers the acroterium and which prevents the water seeping into the building or trickle inside facade elements). This is an innovation.
On voit en
En
En technique traditionnelle, il existe des descentes d'eaux pluviales qui suivent les noues et collectent l'eau pluviale dans les noues. C'est ce qu'on appelle les naissances, des trous dans la toiture qui sont raccordés sur des réseaux et des descentes d'eau pluviales qui sont à la fois en périphérie du bâtiment et à l'intérieur du bâtiment suivant des règles qui sont déterminées par les DTU (documents techniques unifiés en l'occurrence ici le DTU 43 ou NF P84-206). Ce sont des règles d'exécution sur lesquelles tout le monde est d'accord, qui sont validées par les compagnies d'assurance.In traditional techniques, there are rainwater descents that follow the valleys and collect rainwater in the valleys. This is what we calls births, holes in the roof that are connected to networks and downspouts that are both on the periphery of the building and inside the building according to rules that are determined by the DTUs (technical documents unified here in this case the DTU 43 or NF P84-206). These are rules of execution that everyone agrees with that are validated by the insurance companies.
En technique traditionnelle, habituellement, on a des lignes de faitage et des lignes de noues et on positionne des naissances d'eaux pluviales en toiture tous les 700 m2 dans le cas d'entrée d'eau pluviale en fond de noue environ selon ces règles, pour évacuer ces eaux.In the traditional technique, usually, we have de facto lines and gully lines and we position the births of rainwater on the roof every 700 m 2 in the case of entry of rainwater in bottom of valley approximately according to these rules, to evacuate these waters.
Ce qui est important, c'est que ces naissances sont positionnées dans l'emprise du bâtiment, de la couverture, ce qui veut dire qu'on amène de l'eau pluviale par des descentes, des réseaux, qui cheminent à la fois éventuellement sous toiture ou sous dallage du bâtiment. Cela n'est pas toujours souhaité, car on amène de l'eau à l'intérieur du bâtiment ou sous le bâtiment, avec tous les problèmes que cela peut poser d'entretenir des réseaux, et les risques encourus.What is important is that these births are positioned in the building's footprint, the cover, which means that rainwater is brought down by descents, networks, which may be running at the same time. under roof or under pavement of the building. This is not always desirable, as water is brought into the building or under the building, with all the problems that can arise from maintaining networks, and the risks involved.
On a une toiture en bac acier avec isolation et membrane d'étanchéité, des descentes d'eaux pluviales, qui cheminent verticalement le long des poteaux, dans le bâtiment, et qui ensuite sont raccordés, dans un réseau gravitaire qui est sous dallage (sous le sol du bâtiment, enterré). C'est la première technique.We have a roof in steel tank with insulation and waterproofing membrane, downspouts, which run vertically along the poles, in the building, and which are then connected, in a gravity network which is under pavement (under the building floor, buried). This is the first technique.
Une autre technique, dite siphoïde, consiste à faire cheminer les réseaux non pas sous dallage, mais directement sous la toiture. Cette technique est qualifiée de siphoïde parce que le remplissage des tuyauteries à 100% permet des diamètres plus petits (aspiration) ainsi on limite le nombre de descentes d'eaux pluviales dans le bâtiment.Another technique, called siphoid, consists of routing networks not under pavement, but directly under the roof. This technique is called a siphoid because the filling of 100% pipes allows smaller diameters (suction) so it limits the number of rainwater descents in the building.
L'inconvénient majeur de ces solutions habituelles, est qu'on amène de l'eau pluviale à l'intérieur du bâtiment mais également en toiture c'est qu'elles peuvent éventuellement créer des points d'accumulation d'eau en fonction de la qualité d'entretien de ces naissances EP (naissance d'eaux pluviales, une naissance étant un trou dans la toiture). Si des éléments viennent boucher une naissance EP en toiture, il y a un risque de défaut d'évacuation, et quasi immédiatement une accumulation d'eau qui peut aller jusqu'à entraîner l'affaissement ou l'effondrement de la toiture.The major disadvantage of these usual solutions, is that it brings rain water inside the building but also on the roof is that they can possibly create points of water accumulation depending on the maintenance quality of these births EP (birth of rainwater, a birth being a hole in the roof). If elements come plug an EP birth on the roof, there is a risk of evacuation failure, and almost immediately a buildup of water that can go as far as to cause the collapse or collapse of the roof.
Par ailleurs, on connaît les descentes d'eaux pluviales qui sont un réseau vertical dans le bâtiment, et les cheminements horizontaux, qui sont soit sous toiture soit sous dallage. Quand l'eau chemine sous toiture, elle finit par descendre dans le bâtiment ou en périphérie.In addition, we know the downspouts that are a vertical network in the building, and the horizontal paths, which are either under roof or under pavement. When the water travels under roof, it ends up going down in the building or periphery.
Deux innovations sont proposées dans ce contexte, avec notamment pour effet d'éviter d'installer des descentes d'eaux pluviales.Two innovations are proposed in this context, with the effect of avoiding the installation of downspouts.
La première porte sur le fait que, avec un principe de couverture on génère des pentes de toiture qui comportent un dénivelé total qui est faible mais qui permet des distances de parcours de l'eau très importantes.The first relates to the fact that, with a roofing principle, roof slopes are generated which have a total height difference which is small but which allows very long distances of the water course.
Le dénivelé est la distance verticale entre le point le plus haut (faitage) et le point le plus bas de la noue. Entre les deux, on a une pente de toiture qui dirige les eaux. Cette pente est fixée en France à au moins 3,1 % sur ce type de bâtiment. Cela a été respecté dans les différents modes de réalisation de l'invention. L'innovation consiste à mettre des noues (voir la
La hauteur totale du bâtiment correspond à une ligne de point haut qui est au centre de la cellule qui est dans le sens de la largeur du bâtiment. Le point le plus bas de la toiture est en périphérie. Le dénivelé total est la pente de la noue (1.5 %) multipliée par la demi-profondeur du bâtiment (environ 50 m suivant un mode de réalisation) auquel on vient ajouter une cote, qui correspond au dénivelé qui est fixe à 3,1 % multiplié par la largeur de la petite bosse (de chacune des poutres, demi-portée ou demi-distance entre deux noues). Cette distance est fixée par rapport à une trame de charpente, qui est fixe et répétitive. L'invention réside notamment dans le fait d'avoir une pente de 3,1 % sur un minimum de distance sur un élément fixe, et d'avoir sur une grande distance une pente de 1.5 %. Cela minimise le dénivelé total de la toiture.The total height of the building corresponds to a high point line which is in the center of the cell which is in the direction of the width of the building. The lowest point of the roof is on the periphery. The total height difference is the slope of the valley (1.5%) multiplied by the half-depth of the building (approximately 50 m according to one embodiment) to which is added a rating, which corresponds to the elevation difference which is fixed at 3.1% multiplied by the width of the small hump (of each of the beams, half-span or half-distance between two valleys). This distance is fixed relative to a frame frame, which is fixed and repetitive. The invention lies in particular in having a slope of 3.1% over a minimum distance on a fixed element, and having a great distance a slope of 1.5%. This minimizes the total height of the roof.
En résumé, il y a l'impératif règlementaire des 3.1 %, et une innovation dans l'introduction d'une pente de 1.5 % pour les noues qui sont donc inclinées perpendiculairement à deux façades du bâtiment avant et arrière. On comprend de plus que l'innovation n'est pas limitée à la valeur de 1.5%.In summary, there is the regulatory imperative of 3.1%, and an innovation in the introduction of a slope of 1.5% for the valleys which are therefore inclined perpendicularly to two facades of the building front and rear. We also understand that innovation is not limited to the value of 1.5%.
La stratégie est de rejeter avec un faible dénivelé total de toiture des eaux pluviales relativement loin de la périphérie du bâtiment et donc de couvrir des surfaces importantes de toiture sans avoir à installer des naissances d'eaux pluviales à l'intérieur du bâtiment. Les eaux sont rejetées intégralement à la périphérie et on le système de gestion d'eaux pluviales est complètement sécurisé.The strategy is to reject with a small total elevation of the rainwater roof relatively far from the periphery of the building and therefore to cover large areas of roof without having to install rainwater births inside the building. The water is discharged entirely to the periphery and the stormwater management system is completely secure.
Avec cette innovation, en plus de l'aspect modulaire, mais indépendamment de celui-ci, on maximise la distance de rejet des eaux pluviales pour un dénivelé minimisé et avec des éléments standards, ou des éléments identiques et répétitifs (les poutres courantes supportant la couverture sont toutes les mêmes).With this innovation, in addition to the modular aspect, but independently of it, it maximizes the distance of rainwater discharge for a minimized height difference and with standard elements, or identical and repetitive elements (the current beams supporting the coverage are all the same).
Les formes répétitives de « soufflets » représentée en
Elles présentent l'intérêt de rejeter l'intégralité des eaux pluviales du bâtiment à sa périphérie (pas de collecte à l'intérieur de l'emprise du bâtiment (réseau gravitaire enterré ou sous toiture), pas de risque d'accumulation d'eau possible à l'intérieur de l'emprise de la toiture), tout en minimisant le dénivelé total de toiture (et donc en maximisant pour un dénivelé donné les distances de parcours de l'eau pluviales sur la toiture et donc la surface de la toiture, et donc de limiter les hauteurs hors tout de façade et hauteur totale (point le plus haut du faitage du bâtiment).They have the advantage of rejecting all the rainwater from the building to its periphery (no collection inside the building's right-of-way (gravity network buried or under roof), no risk of water accumulation possible within the roof area), while minimizing the total height of the roof (and thus maximizing for a given elevation the distances of the rainwater on the roof and therefore the surface of the roof , and therefore to limit the overall heights of facade and total height (the highest point of the building's building).
De plus ces structures peuvent être juxtaposées à volonté, ce qui offre un effet de synergie avec la conception modulaire des bâtiments.In addition these structures can be juxtaposed at will, which offers a synergistic effect with the modular design of buildings.
Enfin, elles offrent une solution simple pour les façades pignons du bâtiment sans aucune modification du principe de la toiture. Les façades pignon possèdent un acrotère qui en suivant la noue de rive est très faiblement inclinée (1,5%), ce qui visuellement peut être considéré comme quasi horizontal. Ainsi les façades pignons sont correctement traitées sur le plan esthétique.Finally, they offer a simple solution for the gable facades of the building without any modification of the principle of the roof. The gable facades have an acrotère which following the valley of the bank is very slightly inclined (1.5%), which visually can be considered almost horizontal. Thus the gable facades are properly treated on the aesthetic level.
Un deuxième aspect concernant les toitures, indépendant du précédent, est qu'il faut pouvoir rejeter les eaux pluviales de manière intelligente puisqu'on ne peut pas tout le temps déverser sur les façades ni créer une hauteur d'acrotère telle qu'on pourrait avoir une accumulation d'eau en périphérie.A second aspect concerning the roofs, independent of the previous one, is that we must be able to reject rainwater in an intelligent way since we can not always pour on the facades or create a height of acroterium such that we could have an accumulation of water at the periphery.
Il est donc proposé d'introduire un relevé d'étanchéité calculé suivant la pluviométrie identifiée dans la région géographique visée (la statistique des pluies). La région peut être la France, l'Allemagne ou la Pologne par exemple. Le dimensionnement du dispositif est à la fois fixé par la hauteur du relevé d'étanchéité et par les naissances d'eaux pluviales qui sont réparties sur la périphérie là aussi à intervalles fixes et avec des diamètres prédéfinis. Cet ensemble est dimensionné de telle sorte qu'en fonctionnement normal, en cas de précipitations courantes, on a une faible accumulation d'eau en périphérie du bâtiment, en périphérie d'acrotère, sur la toiture puisque l'accumulation d'eau est maîtrisée, limitée à 10 cm environ c'est-à-dire à la hauteur du relevé, en périphérie d'acrotère, sur le toit du bâtiment. L'évacuation se fait en déversoir sur les façades.It is therefore proposed to introduce a leakage survey calculated according to the rainfall recorded in the geographical area concerned (the rainfall statistics). The region can be France, Germany or Poland for example. The dimensioning of the device is at the same time fixed by the height of the report of sealing and by the births of rain water which are distributed on the periphery there also at fixed intervals and with predefined diameters. This set is dimensioned such that in normal operation, in the case of current precipitation, there is a low water accumulation on the periphery of the building, on the periphery of acroterium, on the roof since the accumulation of water is controlled , limited to about 10 cm, that is to say at the height of the survey, on the periphery of acroterium, on the roof of the building. The evacuation is done in spillway on the facades.
L'association du principe du déversement et d'une descente d'eaux pluviales extérieure au bâtiment est innovant indépendamment des autres aspects présentés. La descente d'eaux pluviales n'est pas calculée pour reprendre la totalité des pluies, et elle a besoin d'un complément en déversoir. Le déversoir, lui, ne fonctionne qu'à la condition que la descente d'eaux pluviales soit saturée à son débit maximal. C'est l'association des deux qui fait que le fonctionnement, calculé à l'avance, passe soit par l'un soit par l'autre. Cela est représenté en
Sur une vue en plan, en
En référence à la
Le dispositif comprend des successions « noue - faitage - noue - faitage » et la hauteur descend, dans le sens de la longueur du bâtiment, de manière uniforme de 1,5 %, que ce soit sur les arêtes ou sur les points bas, jusqu'à l'avant-dernière trame où la surface globale de la toiture est aplatie. C'est là qu'on a 1,5 % quand on est sur la noue et 3,76 % quand on est sur le point haut pour arriver en ligne de noues à niveau identique (à droite sur la figure).The device consists of "knot - shackle - ridge" successions and the height goes down, in the direction of the length of the building, in a uniform manner of 1,5%, whether on the edges or on the low points, until 'to the penultimate frame where the overall surface of the roof is flattened. This is where we have 1.5% when we are on the valley and 3.76% when we are on the high point to arrive online at identical level (right in the figure).
En plus de la pente à 1,5 % sur les noues, jusqu'à la noue d'acrotère, qui est à 11,35 m. On a accentué sur la dernière trame de charpente un peu la pente du point haut des poutres vers le niveau de la noue périphérique. On a par exemple un point de faitage qui est à 11,79 m et qui se retrouve à 11,35 m par une pente de 3,76 %.In addition to the slope at 1.5% on the valleys, to the valley of acroteria, which is 11.35 m. The last framing of the beams was accentuated by the slope of the high point of the beams towards the level of the peripheral valley. For example, there is a ridge that is 11.79 m and is 11.35 m on a slope of 3.76%.
En quelque sorte par un pan coupé de pente 3,76% par exemple, on aplatit la toiture entre le point haut de la poutre de la première trame (en façade avant et arrière) : à l'extrémité droite et gauche du bâtiment, où les noues et les faitages se rejoignent au même niveau, à savoir le niveau de la noue d'acrotère.In a way, for example, with a cut-off slope of 3.76%, the roof is flattened between the high point of the beam of the first frame (front and rear): at the right and left end of the building, where the valleys and the factages meet at the same level, namely the level of the acroterium valley.
On a donc une innovation portant sur le fait que sur toute cette toiture, on a une succession d'éléments parfaitement identiques qui évacuent de manière sécurisée les eaux pluviales vers la périphérie. Et une fois que ces eaux se sont retrouvées dans la noue, elles ne peuvent pas provoquer d'accumulation d'eau au-delà de 10 cm. Elles sont évacuées en-deçà par les descentes d'eaux pluviales. A partir du moment où le débit d'eau pluviale devient supérieur, que les descentes d'eaux pluviales ne suffisent plus, on aura débordement, de manière très uniforme, sous forme de film d'eau très discret le long de la noue et sur la façade (par-dessus l'acrotère et ensuite le long du bardage, de la façade métallique - ou béton - du bâtiment).So we have an innovation on the fact that all over this roof, there is a succession of perfectly identical elements that safely evacuate the rainwater to the periphery. And once these water found in the valley, they can not cause accumulation of water beyond 10 cm. They are evacuated below by the downspouts. From the moment when the flow of rainwater becomes higher, that the descents of rain water are not enough any more, one will overflow, in a very uniform way, in the form of a very discreet film of water along the valley and on the facade (over the parapet and then along the cladding, metal facade - or concrete - building).
Sur la
En référence à la
Sur la
Le point haut du pignon est à 12,33 m et en arrière de celui-ci, un point haut est à 13,23 m. On retrouve donc une ligne de points hauts à 13,23 m, qui est une hauteur maximale pour le bâtiment, et on est à 11,45 m en façade des murs longs pans (façade avant ou façade arrière). Ce qui veut dire qu'on a une différence qui est très faible entre la hauteur du mur long pan et la hauteur du pignon.The top point of the pinion is 12.33 m and behind it, a high point is 13.23 m. There is therefore a line of high points at 13.23 m, which is a maximum height for the building, and one is 11.45 m in front of the long walls (front or rear). Which means we have a difference that is very small between the height of the long wall pan and the height of the pinion.
La forme de la toiture (en trois dimensions) est donnée par les éléments de la structure qui supporte la couverture (charpente,
Les éléments supports de couverture sont constants. Il y a des poutres 6 de 17,10 m de longueur (cf.
En
La pente de 1,5 % est sur la façade pignon qui est représentée désossée sur la figure (à droite). Puisque la façade côté camion est horizontale, l'acrotère est à hauteur constante. Et les poutres qui sont derrière, la première file derrière, ont un point haut et deux points bas. Elles sont en forme de V.The slope of 1.5% is on the pinion facade which is depicted boned in the figure (on the right). Since the truck-side facade is horizontal, the parapet is at constant height. And the beams that are behind, the first line behind, have a high point and two low points. They are V-shaped.
Le premier élément porteur le long de la façade de quai est à inertie constante (l'inertie désigne l'épaisseur dans le sens de la hauteur de l'élément porteur). Si on prend l'élément porteur qui est parallèle et donc qui est le premier élément décalé d'une file de poteaux, on voit clairement que les poutres 6 sont en V. Elles ont un point haut au milieu, entre les deux poteaux. Elles sont plus épaisses (inertie plus grande) au milieu et plus fines sur les bords (inertie plus petite). Cela se voit, notamment sur la troisième panne.The first load-bearing element along the quay face is at constant inertia (the inertia designates the thickness in the direction of the height of the element carrier). If we take the carrier element which is parallel and therefore the first offset element of a row of posts, it is clear that the
C'est cet aspect qui donne la pente de toiture dans le sens des 3,1%. On retrouve cela sur toute la première file de poteau, sur toute la longueur du bâtiment. Quand on se décale d'une file de poteaux, vers le fond, la hauteur est augmentée de 1,5 % globalement. C'est la hauteur de la file de poteaux qui fait varier la hauteur de toiture. Cela est observé jusqu'à ce qu'on arrive au point le plus haut, qui est au centre de la profondeur de cellule, sur la figure, le 4ème poteau.It is this aspect that gives the roof slope in the direction of 3.1%. This is found throughout the first row of posts, all along the length of the building. When moving from a row of poles towards the bottom, the height is increased by 1.5% overall. It is the height of the line of posts that varies the height of the roof. This is observed until it reaches the highest point, which is the center of the cell depth, in the figure, the 4 th post.
Dans certains modes de réalisation, il peut y avoir dix poteaux. Ce sont les poteaux qui règlent la pente de couverture, dans le sens des noues.In some embodiments, there may be ten poles. These are the posts that regulate the roof slope, in the direction of the valleys.
Ces poutres 6 porteuses sont toutes identiques et les pannes sont toutes identiques dans l'autre sens. C'est la profondeur d'ancrage du poteau sur sa fondation ou la hauteur d'accrochage en partie haute des poutres 6 sur le poteau qui règle la hauteur et qui est un élément de variation de hauteur de la toiture. On voit donc l'intérêt de la conception modulaire ; quelque soit la disposition des modules l'un par rapport à l'autre et leurs dimensions respectives, cela ne change pas du tout la couverture. On n'a qu'à régler la profondeur d'ancrage du poteau sur sa fondation ou l'accrochage sur les poteaux pour avoir des pentes de toiture sur un des modules et sur l'autre, quelle que soit sa profondeur. Il n'y a pas d'interface entre les deux. Ce qui fait que chaque module peut se retrouver à côté de n'importe quel module. Cela n'était pas le cas pour un bâtiment classique ou cela est plus compliqué.These
Chaque module peut se retrouver à côté de n'importe quel autre module car les éléments de charpente sont tous identiques et la pente de toiture est réglée par le système d'accrochage sur les poteaux en verticalité.Each module can be found next to any other module because the structural elements are all identical and the roof slope is set by the hanging system on the vertical poles.
On peut avoir accrochés sur un même poteau qui serait au niveau du mur séparatif, deux hauteurs de toiture différentes. Parce qu'avec ce système permettant d'avoir la ligne de point haut au milieu de la profondeur de cellule sur la longueur du bâtiment, si la profondeur du bâtiment varie, on a un faitage qui n'est pas au même endroit en fonction de la profondeur, puisque la profondeur est divisée par deux à la cote. A partir du moment où on a un mur séparatif avec des poteaux, bien qu'on soit d'un côté ou de l'autre, on sait régler la hauteur de la toiture. Que le premier module soit plus ou moins profond que le deuxième et donc que la ligne des points hauts soit à une cote différente, n'influe pas sur la possibilité de coller deux modules ensemble.One can have hung on the same pole which would be at the level of the separative wall, two different heights of roofing. Because with this system allowing to have the high point line in the middle of the cell depth on the length of the building, if the depth of the building varies, one has a ridge that is not in the same place depending on the depth, since the depth is divided by two to the dimension. From the moment we have a separative wall with poles, although we are on one side or the other, we know how to adjust the height of the roof. That the first module is more or less deep than the second and therefore the line of the high points is at a different dimension, does not affect the possibility of sticking two modules together.
L'aspect modulaire de la toiture qui crée la pente des éléments qui sont totalement identiques et que c'est le système d'accrochage des poteaux qui permet d'assembler des modules qui ont des hauteurs de toiture différentes.The modular aspect of the roof that creates the slope of the elements that are completely identical and that it is the hanging system of the posts that can assemble modules that have different roof heights.
En référence à la
Le 1er module est désossé, puis les trois autres sont à gauche, et on voit le dernier au loin à gauche. 1 module is boneless, and the other three are left, and the last shows off to the left.
Par souci de simplification, on n'a pas représenté en
Tout est commun entre les modules 1a et 1b, sauf que, au lieu d'avoir une façade métallique en pignon gauche, on a un mur coupe-feu. Le module 1a est représenté en intégralité sur la figure à gauche, et le module 1 b est exactement le même sauf qu'il n'a pas le petit plot technique à l'extérieur et n'a pas de façade dans son quantitatif puisque c'est le mur coupe-feu du module qui précède.Everything is common between the modules 1a and 1b, except that, instead of having a metal front left gear, there is a firewall. The module 1a is represented in full in the figure on the left, and the module 1b is exactly the same except that it does not have the small technical plot on the outside and has no facade in its quantitative since is the firewall of the preceding module.
Sur le premier module de la
Ce bloc ne sera pas répété trois fois s'il y a trois modules. On démarre toujours une conception par un module 1a (ou 2a ou 3a). Ensuite on met ce qu'on veut.This block will not be repeated three times if there are three modules. One always starts a design by a module 1a (or 2a or 3a). Then we put what we want.
On a donc un exemple d'éléments simples qu'on peut trouver facilement mais dont il fallait penser à la combinaison pour arriver à un résultat modulaire. Avec très peu de modules on arrive avec cette combinaison qui rend un service très particulier pour la conception et l'exécution des bâtiments.So we have an example of simple elements that can be found easily but that we had to think of the combination to achieve a modular result. With very few modules we come with this combination that makes a very special service for the design and execution of buildings.
Avec cet ensemble, le fait de raisonner à l'échelle d'un module sur un ensemble d'éléments de constructions qui existent et sont largement diffusés. L'invention propose les quatre modules sous leurs trois formes. Et à partir de là, il est possible de les combiner pour arriver à cette logique de bâtiment sans ingénierie complémentaire ni en étude ni en construction.With this set, the reasoning at the scale of a module on a set of elements of constructions that exist and are widely disseminated. The invention proposes the four modules in their three forms. And from there, it is possible to combine them to arrive at this logic of building without additional engineering neither in study nor in construction.
La taille minimale des bâtiments mis en oeuvre selon l'invention est de 12000 m2. On peut proposer seul le module 3 ou le module 4.The minimum size of the buildings used according to the invention is 12000 m 2 .
Le produit est un bâtiment logistique qui est constitué de différents sous-ensembles que l'on appelle des modules prédéfinis. Ces modules sont eux-mêmes constitués d'une ou deux cellules de 6000 m2. Une cellule est toujours séparée de ses voisines par un mur coupe-feu. Les modules sont proposés par rapport à une analyse basée sur les profondeurs de terrain qu'on peut trouver en France pour mettre en place ce type de bâtiment.The product is a logistics building that consists of different subassemblies that are called predefined modules. These modules are themselves composed of one or two cells of 6000 m 2 . A cell is always separated from its neighbors by a firewall. The modules are proposed in relation to an analysis based on the depth of ground that can be found in France to set up this type of building.
Se pose également la question de savoir si le donneur d'ordre a besoin de bâtiments à deux faces de quai ou une seule face. Les modules 1 et 2 ont été créés pour répondre à un besoin d'une face pour la mise à quai des camions, et 2 faces si on les adjoints dos à dos. Dans les modules 3 et 4, il y a deux faces.There is also the question of whether the prime contractor needs two-side berths or one-sided buildings.
On fait une analyse par rapport à la profondeur de terrain.An analysis is made of the depth of terrain.
On construit au minimum deux modules quand on utilise un module 1 et 2 et ils sont forcément collés à un autre module. Le mur coupe-feu, c'est ce qui est séparatif entre deux cellules. De plus, on a une légère déclinaison des modules (1a, 1b ou 1c) où on a des possibles ajustements dans les linéaires de murs coupe-feu et de façades.We build at least two modules when using a
On propose au minimum deux modules quand on utilise un module 1 ou 2, ils sont donc forcément collés et séparés par un mur coupe-feu. La particularité est qu'on peut remplacer ce mur coupe-feu par une façade métallique classique s'il n'y a rien à séparer (on peut se retrouver par exemple avec un module plus profond si on met un module 1 avec un module 2 ensemble, à partir du point où ils ne sont plus en contact, parce qu'ils n'ont pas la même dimension).We propose at least two modules when using a
Dans la partie sans contact, on remplace le mur coupe-feu par une façade métallique. La façade métallique est du même type que la façade extérieure du module. La structure du bâtiment est invariante dans sa géométrie.In the non-contact part, the fire wall is replaced by a metal front. The metal facade is the same type as the outer facade of the module. The structure of the building is invariant in its geometry.
La nécessité au départ est de pouvoir jouer avec la profondeur du terrain.The need at the beginning is to be able to play with the depth of the ground.
La profondeur du terrain est un paramètre important déterminant la surface disponible pour bâtir le bâtiment. Parfois le terrain a une géométrie un peu patatoïde. Les quatre modules permettent de faire l'ajustement à la fois sur la largeur du bâtiment et sur sa profondeur. En fonction de la surface, on choisira plutôt du module 4 ou du module 3 ou du module 1 ou du module 2.The depth of the ground is an important parameter determining the area available to build the building. Sometimes the ground has a somewhat patatoïd geometry. The four modules allow adjustment to both the width of the building and its depth. Depending on the surface, choose
En fait, on choisira un ensemble de modules pour maximiser et optimiser la surface construite sur une parcelle. C'est ce qu'on retrouve en
Là, il y a sur cette figure des modules 4b, 4c. Il y a quelques options d'ajustement qui ne remettent pas en cause la conception des modules: on peut par exemple supprimer une porte à quai, son équipement, la voirie nécessaire.There, in this figure there are modules 4b, 4c. There are some adjustment options that do not call into question the design of modules: you can for example remove a door to dock, equipment, the necessary road.
Si le donneur d'ordre veut par exemple être en face unique, il y a un module 4 avec une seule face, et il y en a un qui n'a de porte que d'un côté.For example, if the customer wants to be face-to-face, there is a
A l'intérieur du module,
L'invention permet d'agencer 6000 m2 de manière très approchée, avec une trame fixe de 17,10 m par 11,90 m. La trame est la distance entre poteaux. On retrouve un élément récurant : la trame fixe. Avec une trame fixe et 6000 m2 de surface minimale de cellule, on sait s'adapter à n'importe quelle profondeur de terrain. C'est un élément majeur. Et on sait coller les modules.The invention makes it possible to arrange 6000 m 2 very closely, with a fixed screen of 17.10 m by 11.90 m. The frame is the distance between poles. We find a recurring element: the fixed frame. With a fixed frame and 6000 m 2 of minimum cell area, we know how to adapt to any depth of ground. This is a major element. And we know how to stick modules.
De plus le bâtiment est innovant sur la gestion des eaux pluviales.In addition, the building is innovative on rainwater management.
L'invention propose un procédé d'assemblage innovant, modulaire.The invention proposes an innovative assembly method, modular.
On a une étape de détermination de la surface à construire. Ensuite, on choisit dans le catalogue de modules ceux qui correspondent à ce qu'on souhaite faire.We have a step of determining the surface to be built. Then, we choose in the catalog of modules those that correspond to what we want to do.
Le procédé comprend une étape où l'on choisit au moins deux modules, qui, assemblés l'un à l'autre, donne un bâtiment logistique correspondant au cahier des charges en terme de surface et de type d'exploitation visées, sans nécessiter d'étude particulière, de design, d'exécution.The method comprises a step where at least two modules are selected, which, when assembled together, give a logistics building corresponding to the specifications in terms of area and type of operation, without requiring particular study, design, execution.
Si les modules sont compatibles l'un à l'autre, c'est parce qu'ils s'adaptent au niveau de l'interface. Les éléments de l'interface entre deux modules sont les poteaux.If the modules are compatible with each other, it is because they adapt to the level of the interface. The elements of the interface between two modules are the poles.
Il existe un mur coupe-feu deux heures qui dépasse forcément (visible sur la
Ce qui est commun entre deux modules, ce sont les poteaux. De plus, dès qu'on est en contact avec un autre module, on met un mur coupe-feu deux heures.What is common between two modules are the poles. In addition, as soon as you are in contact with another module, you put a fire wall two hours.
On sait en effet que la réglementation impose des tailles de cellules et de regroupement entre cellules. Au-delà de 6000 m2, il faut souvent mettre un mur coupe-feu.We know that the regulation imposes cell sizes and grouping between cells. Beyond 6000 m 2 , it is often necessary to put a fire wall.
Ce qui est important, c'est que les toitures ne se touchent pas. Il n'y a pas de connexion entre les toitures de chaque cellule.What is important is that the roofs do not touch. There is no connection between the roofs of each cell.
Les éléments de base sont dictés par la réglementation, et leur ajustement par le terrain, et aussi la fonctionnalité. En fonction des situations, il faut des plans, une zone de préparation, des racks...The basic elements are dictated by regulation, and their adjustment by the field, and also functionality. Depending on the situation, you need plans, a preparation area, racks ...
Les modules sont pensés en fonction des contraintes réglementaires. Ils sont totalement optimisés vis-à-vis d'une réglementation en termes de surface et de regroupement coupe feu.The modules are designed according to the regulatory constraints. They are totally optimized vis-à-vis a regulation in terms of surface and group firebreak.
Ensuite, ils sont assemblés en fonction des contraintes du terrain.Then they are assembled according to the constraints of the ground.
Le module est conçu par rapport à une contrainte précise qui est le recoupement et les 6000 m2 et ensuite qu'on les assemble en fonction du terrain. On accole alors des modules qui ont une géométrie différente.The module is designed with respect to a precise constraint which is the crossover and the 6000 m 2 and then assembled according to the terrain. We then join modules that have a different geometry.
Une cellule est un volume d'emprise au sol non divisée d'un bâtiment logistique, de surface 6000 m2 maximum, qui est isolé des cellules voisines par des recoupements réalisés en murs coupe feu de résistance au feu deux heures minimum, ces murs coupe-feu dépassant de la toiture d'un mètre.A cell is a volume of undivided ground footprint of a logistic building, with a maximum area of 6000 m 2 , which is isolated from neighboring cells by overlapping fire-resistant firewalls for a minimum of two hours. -fire protruding from the roof of one meter.
Un module est un sous ensemble prédéfini, pré-ingénierisé d'un bâtiment logistique et éventuellement de ses espaces extérieurs associés (cour camion, voirie de contournement, rampe d'accès, locaux techniques) qui comprend 1 ou 2 cellules, et qui accolé à un autre ou à d'autres modules forme un bâtiment complet.A module is a predefined subset, pre-engineering a logistics building and possibly its associated outdoor spaces (yard truck, bypass, access ramp, technical premises) which includes 1 or 2 cells, and which is attached to another or other modules form a complete building.
Un ensemble de poutres courantes bi-pente 6 toutes identiques supportant la couverture, placées dans le sens parallèle à la direction des façades avant et arrière, réglées uniquement par la hauteur d'accrochage sur poteau, permet de créer un succession de « soufflets », c'est-à-dire d'alternance de points hauts et de points bas de couverture (faitages et noues), créant des formes de pente adéquates dirigées vers la noue d'acrotère des façades avant et arrière du bâtiment.A set of common beams bi-slope 6 all identical supporting the cover, placed in the direction parallel to the direction of the front and rear facades, adjusted only by the height of attachment to the pole, allows to create a succession of "bellows", that is to say, alternating high points and low points of coverage (furrows and valleys), creating appropriate slope shapes directed to the acroterium valley of the front and rear facades of the building.
Ces noues de façade avant et arrière forment un relevé permettant une accumulation d'eau de quelques centimètres le long des façades avant et arrière. Cette accumulation d'eau est évacuée par une ou plusieurs boîtes à eau extérieures accrochées (
Ces descentes d'eau pluviales sont calculées pour reprendre le débit d'une précipitation normale. En cas de pluie de forte intensité, c'est-à-dire à une fréquence évènementielle annuelle faible, le relevé d'acrotère muni d'un relevé d'étanchéité joue le rôle de déversoir continu, l'eau pluviale s'écoulant directement le long de la façade par surverse (
L'ensemble constitué des descentes eaux pluviales et hauteur de relevé d'acrotère a fait l'objet d'un calcul spécifique prenant en compte la statistique des pluies en France.The set consisting of the downpipes and the height of the acroterium survey was the subject of a specific calculation taking into account the rainfall statistics in France.
En référence à la
En
On a également figuré une panne en lamellé collé, un poteau béton, une fermeture métallique avec platine et une structure principale toiture en lamellé collé. Sont également figurés la coiffe d'acrotère, l'étanchéité au dessus de la coiffe d'acrotère, une lisse horizontale, et un garde corps.There was also a laminated glue failure, a concrete post, a platinum metal closure and a glued laminated roof structure. Also included are the acroterion cap, the watertightness above the acroterium cap, a horizontal rail, and a railing.
Claims (9)
- Roof for an industrial building having alternating ridges (1) and valleys (3) of roof covering, the slope between one ridge and the adjacent valley in compliance with the minimum permissible slope for an industrial building, the ridges and the valleys being inclined relative to the horizontal with an angle, characterized in that said angle is comprised between 1 and 5% and that said inclination is obtained by variation of the height at which successive double-pitched beams (6) are horizontally arranged supporting the roof covering, said double-pitched beams (6) having slopes corresponding to the slopes between the adjacent ridges and valleys of said alternation.
- Roof according to claim 1, characterized in that the valleys have a high point (4bis) at the mid-point of their length, and that they are inclined symmetrically on each side of this high point.
- Roof according to one of the previous claims, characterized in that it comprises at least two valleys and at least three ridges.
- Roof according to one of the previous claims, characterized in that it comprises a gable end parapet (Figure 7) inclined with an angle comprised between 1 and 5% identical to the angle of inclination of the valleys.
- Roof according to one of the previous claims, characterized in that it comprises moreover an assembly defined by a parapet upstand (2) and a plurality of rainwater outlets (5) dimensioned according to the pluviometry, the rainwater outlets being situated outside the envelope of the building.
- Roof according to claim 5, characterized in that the assembly defined by a parapet upstand (2) and a plurality of rainwater outlets (5) is dimensioned so that the accumulation of water at the periphery of the parapet is limited to 10 cm (Figure 3a), and so that in the event of heavy rainfall, drainage is carried out by overflow along the façades (Figure 3b).
- Roof according to one of the previous claims, characterized in that the valleys (3) are inclined relative to the horizontal with an angle comprised between 1.2 and 3.6%, or preferentially between 1.4 and 2.1 %.
- Roof according to one of claims 1 to 7, characterized in that the roof covering is constituted by a steel tray with insulation and waterproofing membrane (Figure 10).
- Industrial building comprising a roof according to one of claims 1 to 8, that can for example be a logistics building.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0951848A FR2943364B1 (en) | 2009-03-23 | 2009-03-23 | INDUSTRIAL BUILDING ROOF |
PCT/FR2010/000250 WO2010109099A1 (en) | 2009-03-23 | 2010-03-23 | Roof for an industrial building |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2411590A1 EP2411590A1 (en) | 2012-02-01 |
EP2411590B1 true EP2411590B1 (en) | 2013-03-06 |
Family
ID=41190720
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10713486A Active EP2411590B1 (en) | 2009-03-23 | 2010-03-23 | Roof for an industrial building |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2411590B1 (en) |
FR (1) | FR2943364B1 (en) |
WO (1) | WO2010109099A1 (en) |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2384719A (en) * | 1943-06-03 | 1945-09-11 | Anderson Mads Peter | Greenhouse construction |
US2710584A (en) * | 1950-03-20 | 1955-06-14 | Harry F Ross | Roof structures |
DE858889C (en) * | 1950-11-04 | 1952-12-11 | Adolf Wilke | Flat roof |
US3141531A (en) * | 1960-01-21 | 1964-07-21 | Charles H Montgomery | Roof construction |
NL6601621A (en) * | 1965-02-12 | 1966-08-15 | ||
GB1569750A (en) * | 1978-05-23 | 1980-06-18 | Lloyd F | Dry rack warehouse storage |
US5303517A (en) * | 1992-11-10 | 1994-04-19 | Schneider Darwin R | Modular stormwater gutter system |
GB2313385B (en) * | 1996-05-25 | 1998-05-06 | Associated Metal Products Ltd | Gutter installation |
US6185889B1 (en) * | 1999-02-11 | 2001-02-13 | Dan P. Gilgan | Flat style roof drainage system and low point column head |
JP2003293523A (en) * | 2002-03-29 | 2003-10-15 | Kobe Steel Ltd | Metallic folded-plate roof |
-
2009
- 2009-03-23 FR FR0951848A patent/FR2943364B1/en active Active
-
2010
- 2010-03-23 WO PCT/FR2010/000250 patent/WO2010109099A1/en active Application Filing
- 2010-03-23 EP EP10713486A patent/EP2411590B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
EP2411590A1 (en) | 2012-02-01 |
FR2943364B1 (en) | 2015-10-02 |
FR2943364A1 (en) | 2010-09-24 |
WO2010109099A1 (en) | 2010-09-30 |
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