FR2585048A1 - Prefabricated construction - Google Patents
Prefabricated construction Download PDFInfo
- Publication number
- FR2585048A1 FR2585048A1 FR8511283A FR8511283A FR2585048A1 FR 2585048 A1 FR2585048 A1 FR 2585048A1 FR 8511283 A FR8511283 A FR 8511283A FR 8511283 A FR8511283 A FR 8511283A FR 2585048 A1 FR2585048 A1 FR 2585048A1
- Authority
- FR
- France
- Prior art keywords
- elements
- superstructure
- construction according
- wing
- infrastructure
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- 230000000284 resting effect Effects 0.000 claims description 6
- 239000011093 chipboard Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000009432 framing Methods 0.000 claims description 3
- 229920000728 polyester Polymers 0.000 claims description 2
- 238000005553 drilling Methods 0.000 claims 1
- 239000011810 insulating material Substances 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
La présente invention concerne le domaine de la construction, en particulier de la construction industrielle, et a pour objet une construction préfabriquée. The present invention relates to the field of construction, in particular industrial construction, and relates to a prefabricated construction.
Actuellement, il existe différents types de constructions préfabriquées constituées généralement par des pans de murs assemblés entre eux au moyen de poteaux solidarisés avec une infrastructure formant le plancher et supportant une superstructure formant le toit. Superstructure et infrastructure sont généralement constituées par des longerons reliés entre eux par des traverses et sur lesquels sont fixés des panneaux de plancher en tôle, en bois aggloméré, ou autre, muni d'un revêtement, un matériau isolant étant disposés entre lesdits longerons et traverses sous ou sur les panneaux. Dans le cas d'une infrastructure, le matériau isolant est généralement protégé par une plaque de protection inférieure. Les superstructures formant plafonds sont pourvues, au-dessus de la matière isolante, de panneaux de toiture ondulés, ou autres. Currently, there are different types of prefabricated constructions generally consisting of sections of walls assembled together by means of posts secured to an infrastructure forming the floor and supporting a superstructure forming the roof. Superstructure and infrastructure are generally constituted by beams connected together by crosspieces and on which are fixed sheet metal, chipboard or other floor panels provided with a coating, an insulating material being disposed between said beams and crosspieces under or on the panels. In the case of an infrastructure, the insulating material is generally protected by a lower protective plate. The superstructures forming ceilings are provided, above the insulating material, with corrugated roofing panels, or the like.
Les pans de mur sont constitués par des panneaux sandwichs comportant une masse isolante, un revêtement intérieur, et un revêtement extérieur. The wall sections are constituted by sandwich panels comprising an insulating mass, an interior covering, and an external covering.
Ces constructions préfabriquées connues sont cependant d'une construction assez complexe et nécessitent un nombre important -d'assemblages, de sorte que leur temps de montage est relativement important, grevant d'autant leur prix de revient. En outre, la conception même de ces constructions pose d'importants problèmes d'isolation thermique, notamment de pont thermique. These known prefabricated constructions are, however, of a rather complex construction and require a large number of assemblies, so that their assembly time is relatively long, thereby reducing their cost price. In addition, the very design of these constructions poses significant problems of thermal insulation, in particular of thermal bridge.
La présente invention a pour but de pallier ces inconvénients. The present invention aims to overcome these drawbacks.
Elle a, en effet, pour objet une construction pré- fabriquée essentiellement constituée par des éléments verticaux assemblés entre eux ainsi qu'à une infrastructure formant le plancher et à une superstructure formant la toiture caractérisée en ce que les éléments verticaux sont sous forme de panneaux porteurs comportant chacun des montants et des traverses basse et haute reliant lesdits montants, en ce que l'infrastructure formant le plancher est constituée par un cadre de pourtour supportant des bacs autoporteurs, en ce que la superstructure formant la toiture est constituée par un cadre de pourtour s'appuyant sur les éléments verticaux et sur lequel reposent des traverses de support de la couverture, ainsi que des éléments de plafond, en ce que des tirants relient l'infrastructure à la superstructure par serrage sur les éléments verticaux, et en ce que la liaison verticale entre éléments verticaux adjacents est réalisée au moyen de couvre-joints sans pont thermique. It has, in fact, for its object a pre-fabricated construction essentially constituted by vertical elements assembled together as well as to an infrastructure forming the floor and to a superstructure forming the roof, characterized in that the vertical elements are in the form of panels carriers each comprising uprights and low and high crosspieces connecting said uprights, in that the infrastructure forming the floor is constituted by a perimeter frame supporting self-supporting tanks, in that the superstructure forming the roof is constituted by a frame perimeter resting on the vertical elements and on which the support beams of the roof rest, as well as the ceiling elements, in that tie rods connect the infrastructure to the superstructure by clamping on the vertical elements, and in that the vertical connection between adjacent vertical elements is carried out by means of joint covers without thermal bridge.
L'invention sera mieux comprise grâce à la description ci-après, qui se rapporte à un mode de réalisation préféré, donné à titre d'exemple non limitatif, et expliqué avec référence aux dessins schématiques annexés, dans lesquels
la figure 1 est une vue en élévation et en coupe sur pignon de la construction conforme à l'invention;
la figure 2 est une vue analogue à celle de la figure 1 d'une vue en coupe sur un long-pan
la figure 3 est une vue partielle en plan et en
coupe au niveau d'un angle, et
la figure 4 est une vue en coupe, agrandie, du détail A de la figure 3.The invention will be better understood thanks to the description below, which relates to a preferred embodiment, given by way of nonlimiting example, and explained with reference to the appended schematic drawings, in which
Figure 1 is an elevational view in section on the pinion of the construction according to the invention;
Figure 2 is a view similar to that of Figure 1 of a sectional view on a long pan
Figure 3 is a partial plan view and
cut at an angle, and
FIG. 4 is an enlarged sectional view of detail A in FIG. 3.
Conformément à l'invention, et comme le montrent plus particulièrement, à titre d'exemple, les figures 1 et 2 des dessins annexés, la construction préfabriquée, qui est essentiellement constituée par des éléments verticaux 1 qui sont assemblés entre eux ainsi qu'à une infrastructure 2 et à une superstructure 3, est caractérisée en ce que les éléments verticaux 1 sont sous forme de panneaux porteurs comportant chacun des montants 4 reliés entre eux par des traverses basse 5 et haute 6. En outre, l'infrastructure, qui forme le plancher 2, est constituée par un cadre de pourtour 7, qui supporte des bacs autoporteurs 8, et la superstructure qui forme la toiture 3 est également constituée par un cadre de pourtour 9 s'appuyant sur les éléments verticaux 1, des traverses 10 de support de la couverture 11 ainsi que des éléments de plafond 12 reposant sur ledit cadre 9.Enfin, des tirants 13 solidarisent l'infrastructure 2 et la superstructure 3 avec les éléments verticaux 1 par serrage sur les extrémités de ces derniers, et la liaison entre les éléments verticaux 1 adjacents est assurée par des couvre-joints 14 sans pont thermique. According to the invention, and as shown more particularly, by way of example, Figures 1 and 2 of the accompanying drawings, the prefabricated construction, which is essentially constituted by vertical elements 1 which are assembled together as well as an infrastructure 2 and a superstructure 3, is characterized in that the vertical elements 1 are in the form of load-bearing panels each comprising uprights 4 connected to each other by low 5 and high 6 sleepers. In addition, the infrastructure, which forms the floor 2, is constituted by a perimeter frame 7, which supports self-supporting trays 8, and the superstructure which forms the roof 3 is also constituted by a perimeter frame 9 resting on the vertical elements 1, sleepers 10 of support of the cover 11 as well as ceiling elements 12 resting on said frame 9. Finally, tie rods 13 secure the infrastructure 2 and the superstructure 3 with the vertical elements 1 by clamping on the ends of the latter, and the connection between the adjacent vertical elements 1 is ensured by joint covers 14 without thermal bridge.
Les éléments verticaux 1 sont avantageusement, de manière connue, des panneaux modulaires comportant une âme en mousse polystyrène ou polyuréthane injectée et des parements intérieur et extérieur. The vertical elements 1 are advantageously, in known manner, modular panels comprising a core of injected polystyrene or polyurethane foam and interior and exterior facings.
Les éléments verticaux 1 d'une même façade sont solidarisés entre-eux avant montage sur l'infrastructure 2, au niveau de la partie basse par l'intermédiaire d'une lisse 20, avec, éventuellement, interposition à intervalles réguliers de cales 15, cette lisse 20 étant fixée sur les traverses basses 5 à l'aide de vis 16 ou de pointes, et en partie haute par l'intermédiaire d'une lisse profilée 29, fixée sur la face externe des éléments verticaux 1, au niveau de la traverse haute 6, au moyen de vis 30 sur lesdites traverses hautes. The vertical elements 1 of the same facade are joined together before mounting on the infrastructure 2, at the level of the lower part by means of a heddle 20, with, optionally, interposition of shims 15 at regular intervals, this heald 20 being fixed on the lower crosspieces 5 using screws 16 or spikes, and in the upper part by means of a profiled heald 29, fixed on the external face of the vertical elements 1, at the level of the high cross member 6, by means of screws 30 on said high cross members.
Les montants 4 des éléments 1 sont avantageusement pourvus sur leur face externe d'une rainure médiane 17, les côtés de cette rainure 17 formant deux ailes 18, coopérant chacune sur un côté des éléments 1, ensemble avec le parement intérieur ou extérieur correspondant, avec les ailes 19 d'un couvre-joint 14 sous forme d'un plat 14' muni d'une cornière 14", le côté opposé de l'élément 1 coopérant chaque fois par les faces externes des parements avec la face interne des plats formant le couvre-joint 14 (figure 4). The uprights 4 of the elements 1 are advantageously provided on their external face with a central groove 17, the sides of this groove 17 forming two wings 18, each cooperating on one side of the elements 1, together with the corresponding interior or exterior facing, with the wings 19 of a joint cover 14 in the form of a plate 14 'provided with an angle 14 ", the opposite side of the element 1 cooperating each time by the external faces of the facings with the internal face of the plates forming the joint cover 14 (FIG. 4).
Les couvre-joints 14 sont avantageusement, soit sous forme d'éléments profilés extrudés dont l'aile de la cornière 14" est parallèle au plat 14', l'autre aile étant raccordée au plat 14' au niveau de la médiane de ce dernier, soit sous forme d'un élément profilé en H. Un tel mode de réalisation de couvre-joint 14 permet une finition impeccable des joints entre éléments 1, une liaison mécanique parfaite entre cesdits éléments 1, et d'éviter la formation de ponts thermiques. The joint covers 14 are advantageously, either in the form of extruded profiled elements whose wing of the angle 14 "is parallel to the plate 14 ', the other wing being connected to the plate 14' at the median of the latter , either in the form of an H-shaped element. Such an embodiment of joint cover 14 allows an impeccable finishing of the joints between elements 1, a perfect mechanical connection between said elements 1, and avoiding the formation of thermal bridges .
Le cadre de pourtour 7 de l'infrastructure est avantageusement réalisé au moyen d'un élément profilé en Z, à ailes perpendiculaires dont l'aile supérieure coopère, avec interposition d'un joint d'étanchéité compressible 20', avec la lisse 20 de réception de la traverse basse 5 des éléments 1, llaile supérieure étant pourvue à intervalles réguliers de perçages de passage des vis 16 de fixation de la lisse 20 au moyen d'écrous à cage solidaires de cette dernière, et l'aile inférieure de l'élément profilé en Z sert d'appui aux bacs autoporteurs 8, qui présentent des bords emboîtables. Ces bacs 8 sont, de préférence, réalisés en tôle d'acier galvanisé et sont remplis d'une couche d'isolation thermique en laine de verre, laine de roche, ou autre, munie d'un pare-vapeur. The perimeter frame 7 of the infrastructure is advantageously produced by means of a Z-shaped element, with perpendicular wings, the upper wing of which cooperates, with the interposition of a compressible seal 20 ', with the rail 20 of receiving the lower cross member 5 of the elements 1, the upper wing being provided at regular intervals with holes for the passage of the screws 16 for fixing the heddle 20 by means of cage nuts integral with the latter, and the lower wing of the Z-shaped element serves as a support for the self-supporting containers 8, which have nestable edges. These tanks 8 are preferably made of galvanized sheet steel and are filled with a thermal insulation layer of glass wool, rock wool, or the like, provided with a vapor barrier.
Sur les bacs 8 sont montés des éléments de plancher 21, en panneaux de bois aggloméré, ou autre, qui sont recouverts d'un revêtement de sol 22, une plinthe 23 formant une finition périphérique entre plancher et éléments verticaux. On the tanks 8 are mounted floor elements 21, made of agglomerated wood panels, or the like, which are covered with a floor covering 22, a plinth 23 forming a peripheral finish between floor and vertical elements.
La forme particulière des bacs emboitables 8 permet une réduction importante des ponts thermiques au niveau du plancher, kapport aux constructions préfabriquées connues, et assure une fermeture hermétique dudit plancher. Ce dernier peut être équipé, de manière connue, de types de soubassement différents adaptés à l'usage de la construction, à la planéité du sol ou du type de fondation, et au mode de manutention. The particular shape of the nestable containers 8 allows a significant reduction in thermal bridges at the level of the floor, contribution to known prefabricated constructions, and ensures a hermetic closure of said floor. The latter can be equipped, in a known manner, with different types of base suitable for the use of the construction, the flatness of the ground or the type of foundation, and the handling mode.
La liaison des éléments 1 entre eux au niveau des angles est réalisée au moyen de cornières interne 24 et externe 25 assurant simultanément un surcroît de stabilité à l'ensemble de la construction (figure 3). The connection of the elements 1 to each other at the angles is carried out by means of internal angles 24 and external 25 simultaneously ensuring additional stability to the entire construction (Figure 3).
Le cadre de pourtour 9 de la superstructure 3 est constitué par un profilé en Z à ailes perpendiculaires dont l'aile supérieure repose sur la traverse haute 6 des éléments 1 et dont l'aile inférieure sert d'appui aux éléments de plafond 12, les traverses 10 de support de la couverture 11 reposant sur l'aile supérieure du profilé en Z. La cou-verture 11 est avantageusement constituée par un support en bois aggloméré muni d'un revêtement polyester, et est pourvue de bords relevés 26, un tuyau coudé 27 assurant l'évacuation des eaux pluviales. The perimeter frame 9 of the superstructure 3 is constituted by a Z-profile with perpendicular wings, the upper wing of which rests on the upper cross-member 6 of the elements 1 and the lower wing of which serves as a support for the ceiling elements 12, the cross-pieces 10 for supporting the cover 11 resting on the upper wing of the Z-shaped profile. The cover 11 is advantageously constituted by a chipboard support provided with a polyester coating, and is provided with raised edges 26, a pipe angled 27 ensuring the evacuation of rainwater.
Selon une autre caractéristique de l'invention, au moins deux traverses 10 sont munies d'anneaux de levage 28 (figure e). Ces anneaux 28 permettent l'élingage et la manutention des cellules. According to another characteristic of the invention, at least two crosspieces 10 are provided with lifting rings 28 (FIG. E). These rings 28 allow the slinging and handling of the cells.
Les éléments de plafond 12 sont des bacs autoporteurs, de préférence en tôle prélaquée ou sous forme de panneaux de bois aggloméré stratifié et sont emboîtables. The ceiling elements 12 are self-supporting trays, preferably made of prepainted sheet metal or in the form of laminated chipboard panels and are nestable.
Conformément à une autre caractéristique de llinven- tion, les éléments verticaux 1 sont munis à leur extrémité supérieure, sur leur face externe, au niveau de la traverse haute 6, d'une lisse d'encadrement profilée 29, fixée au moyen de vis 30 sur lesdites traverses hautes 6 et sur le cadre de pourtour 9 de la superstructure 3. Un tel mode de réalisation permet de garantir la rigidité des éléments 1 à leur partie supérieure, ainsi qu'une liaison parfaite à la superstructure 3. In accordance with another characteristic of the invention, the vertical elements 1 are provided at their upper end, on their external face, at the level of the upper cross member 6, with a profiled framing beam 29, fixed by means of screws 30 on said high crosspieces 6 and on the perimeter frame 9 of the superstructure 3. Such an embodiment makes it possible to guarantee the rigidity of the elements 1 at their upper part, as well as a perfect connection to the superstructure 3.
Selon une autre caractéristique de l'invention, la superstructure 3 est pourvue d'un bandeau périphérique 31 fixé à sa partie supérieure sur les bords relevés 26 de la couverture 11 et à sa partie inférieure sur la lisse d'encadrement 29. Un tel mode de réalisation permet en cas de juxtaposition de telles constructions, un passage aisé de divers conduits par simple suppression du bandeau au niveau de la juxtaposition. According to another characteristic of the invention, the superstructure 3 is provided with a peripheral strip 31 fixed at its upper part on the raised edges 26 of the cover 11 and at its lower part on the framing beam 29. Such a mode embodiment allows in case of juxtaposition of such constructions, easy passage of various conduits by simply removing the strip at the juxtaposition.
Enfin, l'isolation thermique de la toiture est réa- lisée par une couche de laine de verre, de laine de roche, ou autre, munie d'un pare-vapeur. Finally, the thermal insulation of the roof is achieved by a layer of glass wool, rock wool, or the like, provided with a vapor barrier.
Bien entendu, l'invention n'est pas limitée au mode de réalisation décrit et représenté aux dessins annexés. Of course, the invention is not limited to the embodiment described and shown in the accompanying drawings.
Des modifications restent possibles, notamment du point de vue de la constitution des divers éléments ou par substitution d'équivalents techniques, sans sortir pour autant du domaine de la protection de l'invention. Modifications remain possible, in particular from the point of view of the constitution of the various elements or by substitution of technical equivalents, without however departing from the field of protection of the invention.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8511283A FR2585048B1 (en) | 1985-07-22 | 1985-07-22 | PREFABRICATED CONSTRUCTION |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8511283A FR2585048B1 (en) | 1985-07-22 | 1985-07-22 | PREFABRICATED CONSTRUCTION |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| FR2585048A1 true FR2585048A1 (en) | 1987-01-23 |
| FR2585048B1 FR2585048B1 (en) | 1987-11-13 |
Family
ID=9321577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR8511283A Expired FR2585048B1 (en) | 1985-07-22 | 1985-07-22 | PREFABRICATED CONSTRUCTION |
Country Status (1)
| Country | Link |
|---|---|
| FR (1) | FR2585048B1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2110485A1 (en) * | 2008-04-18 | 2009-10-21 | Algeco | Construction module with improved fire resistance |
| WO2010086533A1 (en) * | 2009-01-30 | 2010-08-05 | Claude Maurette | Module for a modular construction system, and modular construction consisting of said modules |
| FR2967175A1 (en) * | 2010-11-05 | 2012-05-11 | Denis Marie Germain Greboval | Method for construction of house or low energy building in earthquake zone e.g. Haiti, involves providing panels vertically, and fixing panels by special bracket to support lower edge of panels and bear panels on concrete slab |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1142340A (en) * | 1956-03-07 | 1957-09-17 | Further training in metal constructions | |
| FR1210995A (en) * | 1958-09-23 | 1960-03-11 | Manuf De Tolerie F Fillod | Insulation panel for rapid constructions and its assembly |
| US3018859A (en) * | 1959-08-27 | 1962-01-30 | Jean C Struben | Interlocking extrusions |
| FR1420398A (en) * | 1964-07-21 | 1965-12-10 | Fr D Etudes Et D Expl S Sofrad | Construction process and buildings obtained by its implementation |
| FR1479480A (en) * | 1966-03-23 | 1967-05-05 | Cie Des Systemes D Etancheite | Improvements to prefabricated metal constructions |
| GB1229921A (en) * | 1967-02-28 | 1971-04-28 |
-
1985
- 1985-07-22 FR FR8511283A patent/FR2585048B1/en not_active Expired
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1142340A (en) * | 1956-03-07 | 1957-09-17 | Further training in metal constructions | |
| FR1210995A (en) * | 1958-09-23 | 1960-03-11 | Manuf De Tolerie F Fillod | Insulation panel for rapid constructions and its assembly |
| US3018859A (en) * | 1959-08-27 | 1962-01-30 | Jean C Struben | Interlocking extrusions |
| FR1420398A (en) * | 1964-07-21 | 1965-12-10 | Fr D Etudes Et D Expl S Sofrad | Construction process and buildings obtained by its implementation |
| FR1479480A (en) * | 1966-03-23 | 1967-05-05 | Cie Des Systemes D Etancheite | Improvements to prefabricated metal constructions |
| GB1229921A (en) * | 1967-02-28 | 1971-04-28 |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2110485A1 (en) * | 2008-04-18 | 2009-10-21 | Algeco | Construction module with improved fire resistance |
| FR2930268A1 (en) * | 2008-04-18 | 2009-10-23 | Algeco Sa | BUILDING MODULE HAVING IMPROVED FIRE. |
| WO2010086533A1 (en) * | 2009-01-30 | 2010-08-05 | Claude Maurette | Module for a modular construction system, and modular construction consisting of said modules |
| FR2941724A1 (en) * | 2009-01-30 | 2010-08-06 | Claude Maurette | MODULAR CONSTRUCTION SYSTEM MODULE AND MODULAR CONSTRUCTION CONSISTING OF THESE MODULES |
| FR2967175A1 (en) * | 2010-11-05 | 2012-05-11 | Denis Marie Germain Greboval | Method for construction of house or low energy building in earthquake zone e.g. Haiti, involves providing panels vertically, and fixing panels by special bracket to support lower edge of panels and bear panels on concrete slab |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2585048B1 (en) | 1987-11-13 |
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