FR2702790A1 - Method and panels for the construction of lightweight concrete walls, and construction making use of this method - Google Patents
Method and panels for the construction of lightweight concrete walls, and construction making use of this method Download PDFInfo
- Publication number
- FR2702790A1 FR2702790A1 FR9303343A FR9303343A FR2702790A1 FR 2702790 A1 FR2702790 A1 FR 2702790A1 FR 9303343 A FR9303343 A FR 9303343A FR 9303343 A FR9303343 A FR 9303343A FR 2702790 A1 FR2702790 A1 FR 2702790A1
- Authority
- FR
- France
- Prior art keywords
- panels
- grooves
- construction
- lightweight concrete
- walls
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 36
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000007787 solid Substances 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000004794 expanded polystyrene Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 5
- 235000000396 iron Nutrition 0.000 claims description 2
- 239000011324 bead Substances 0.000 claims 1
- 238000009415 formwork Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000008187 granular material Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Abstract
Description
Procédé et panneaux pour La construction de murs en béton
Léger, et construction faisant application de ce procédé.Process and panels for the construction of concrete walls
Lightweight, and construction using this process.
La présente invention concerne un procédé de construction de murs en béton Léger. Elle vise également les constructions de toutes destinations (bâtiments d'habitation, Locaux professionnels, hangars, entrepôts, salLes de sport, etc.), et autres ouvrages de maçonnerie (murs de clôture, etc.) comportant application de ce procédé, et Les panneaux utiLisés pour sa mise en oeuvre. The present invention relates to a method of building lightweight concrete walls. It also covers constructions from all destinations (residential buildings, professional premises, hangars, warehouses, sports halls, etc.), and other masonry works (enclosure walls, etc.) involving the application of this process, and panels used for its implementation.
On connaît différents procédés de construction de murs au moyen de panneaux préfabriqués assemblés par divers procédés, sur Les chantiers ; ces panneaux étant le plus souvent constitués par des pLaques de béton armé cLassique ou par des plaques de type sandwich formées de couches de matériaux de nature et d'épaisseur différentes Ces panneaux sont généraLement Lourds et difficiles à manutentionner, souvent coûteux à exécuter et à transporter, parfois difficiLes à assembLer ou à liaisonner sur les chantiers. We know different methods of building walls by means of prefabricated panels assembled by various methods, on building sites; these panels generally being made up of plates of classic reinforced concrete or of sandwich type plates formed of layers of materials of different nature and thickness These panels are generally Heavy and difficult to handle, often expensive to execute and to transport , sometimes difficult to assemble or link on construction sites.
Il est aussi connu, dans Le domaine de La construction, d'utiLiser des bétons Légers constitués de ciment et d'un additif de faibLe densité (particules de bois, pierre ponce, argile expansé, scories, vermiculite, poLystyrène expansé, etc.), et qui, après durcissement, présentent une densité bien plus faible que ceLLe des bétons cLassiques, ainsi que plusieurs caractéristiques physico-mécaniques intéressantes. It is also known, in the field of construction, to use lightweight concretes consisting of cement and a low density additive (wood particles, pumice, expanded clay, slag, vermiculite, expanded polystyrene, etc.) , and which, after hardening, have a much lower density than classic concrete, as well as several interesting physico-mechanical characteristics.
Ces bétons Légers sont Le pLus souvent utiLisés pour réaliser des revêtements de façades au moyen de procédés de projection
On connait toutefois un procédé de fabrication de murs au moyen de panneaux préfabriqués de béton Léger constitués d'un mélange de ciment et de particules de bois, que L'on assembLe par coLLage, sur Le chantier, à L'aide de colles appropriées. Ce procédé a notamment pour inconvénient d'utiLiser des panneaux qui restent relativement Lourds, qui ont un coefficient d'absorption d'eau assez important et un coefficient d'isolement thermique plutôt faible, ces panneaux incluant par ailleurs un composant non stable (particuLes de bois).En outre, ce procédé n'éLimine pas radicalement Les risques de déplacement des panneaux Les uns par rapport aux autres, et il ne produit aucun effet anti-sismique. These Lightweight concretes are THE MOST often used to make facade coatings by means of spraying processes
However, there is a known process for manufacturing walls by means of prefabricated lightweight concrete panels made up of a mixture of cement and wood particles, which are assembled by gluing, on site, using suitable adhesives. The disadvantage of this method is that it uses panels which remain relatively heavy, which have a fairly high water absorption coefficient and a rather low thermal insulation coefficient, these panels also including a non-stable component (particles of In addition, this process does not radically eliminate the risks of displacement of the panels relative to each other, and it does not produce any anti-seismic effect.
Un but de l'invention est de remédier aux inconvénients des procédés utiLisant des plaques ou panneaux préfabriqués classiques Lourds (homogènes ou composites) ou des panneaux préfabriqués de béton Léger assemblés par coLLage. An object of the invention is to remedy the drawbacks of the methods using conventional heavy prefabricated plates or panels (homogeneous or composite) or prefabricated panels of light concrete assembled by gluing.
SeLon L'invention, cet objectif est atteint grâce à un procédé suivant lequel on préfabrique des panneaux de béton
Léger munis de gorges sur au moins trois de leurs cotés, on aboute ensuite ces panneaux préfabriqués dressés verticalement, de façon à ce qu'ils se trouvent en contact par Leurs bords verticaux pourvus de gorges parallèles et à ce que Leur bord supérieur soit constitué par Leur côté pourvu de La troisième gorge, on couLe enfin, successivement, du béton de forte densité dans les puits constitués par Les gorges verticales des panneaux aboutés et dans la gorge supérieure desdits panneaux de façon à constituer une solide armature comprenant des piLiers verticaux et un chainage horizontal reliant Les sommets desdits piliers.According to the invention, this objective is achieved by a process according to which concrete panels are prefabricated
Lightweight provided with grooves on at least three of their sides, we then abut these prefabricated panels erected vertically, so that they are in contact by their vertical edges provided with parallel grooves and so that their upper edge is constituted by Their side provided with the third groove, finally poured, successively, high density concrete into the wells formed by the vertical grooves of abutted panels and into the upper groove of said panels so as to constitute a solid reinforcement comprising vertical pliers and a horizontal chaining connecting the summits of said pillars.
Ce procédé a notamment pour avantage de mettre en oeuvre des panneaux légers qui peuvent être manutentionnés aisément. L'érection des murs peut être opérée faciLement et rapidement, ce qui infLue très favorabLement sur Le prix de revient de La construction. Lors du coulage de L'armature,
Les panneaux absorbent peu d'eau, surtout si la matière inerte entrant dans Leur fabrication est constituée par un matériau hydrophobe teL que granuLes de polystyrène expansé.This method has the particular advantage of using light panels which can be handled easily. The erection of the walls can be carried out easily and quickly, which has a very favorable effect on the cost price of the construction. When casting the frame,
The panels absorb little water, especially if the inert material used in their manufacture consists of a hydrophobic material such as granules of expanded polystyrene.
Les panneaux présentent un excelLent coefficient d'iso
Lation ; d'autre part, il n'y a pas de ponts thermiques aux emplacements des jonctions verticales desdits panneaux. La résistance de ces panneaux est supérieure à celLe des aggLomérés La Liaison des panneaux par une armature de béton armé comportant des piliers et un chainage procure un effet anti-sismique intéressant ; en outre, en cas d'écroulement, la chute des panneaux présente un danger moins grand.The panels have an excellent ISO coefficient
Lation; on the other hand, there are no thermal bridges at the locations of the vertical junctions of said panels. The resistance of these panels is greater than that of the aggLomers The connection of the panels by a reinforced concrete frame comprising pillars and chaining provides an interesting anti-seismic effect; moreover, in the event of a collapse, the falling of the panels presents a lesser danger.
Les buts, caractéristiques et avantages ci-dessus, et d'autres encore, ressortiront mieux de la description qui suit et des dessins annexés dans LesqueLs
La figure 1 est une vue de c8té d'un panneau préfabriqué en béton léger, exécuté selon l'invention.The above objects, features and advantages, and others, will become more apparent from the following description and the accompanying drawings in LesqueLs
Figure 1 is a side view of a lightweight concrete prefabricated panel, executed according to the invention.
La figure 2 est une vue de dessus de ce panneau préfabriqué. Figure 2 is a top view of this prefabricated panel.
La figure 3 est une vue de dessus d'un panneau préfabriqué destiné à une jonction d'angLe. Figure 3 is a top view of a prefabricated panel for a corner junction.
La figure 4 est une vue en perspective, avec arrachement partiel, d'un panneau selon L'invention. Figure 4 is a perspective view, partially broken away, of a panel according to the invention.
La figure 5 est une vue en pLan montrant L'aboutement de deux panneaux d'angle, avant coulage du béton destiné à constituer Le pilier d'angLe et Le chainage d'armature et de jonction. FIG. 5 is a plan view showing the abutment of two corner panels, before pouring of the concrete intended to constitute the corner pillar and the reinforcement and junction chaining.
La figure 6 est une vue en pLan analogue à La figure 5 montrant l'aboutement de deux panneaux alignés, avant coulage du béton. Figure 6 is a plan view similar to Figure 5 showing the abutment of two aligned panels, before pouring the concrete.
La figure 7 est une vue en pLan avec arrachements partiels, montrant des panneaux assemblées par L'armature de jonction réalisée selon L'invention. Figure 7 is a plan view with partial cutaway, showing panels assembled by the junction frame produced according to the invention.
La figure 8 est une vue partielle en coupe verticale, montrant La partie supérieure d'un panneau, après coulage du chai nage. Figure 8 is a partial view in vertical section, showing the upper part of a panel, after casting the chain.
On se réfère auxdits dessins pour décrire un exemple intéressant, quoique non Limitatif, de mise en oeuvre du procédé et de réalisation des panneaux préfabriqués de béton
Léger selon L'invention.Reference is made to said drawings to describe an interesting, although not limiting, example of implementation of the method and production of precast concrete panels.
Light according to the invention.
Les panneaux 1 et 1A destinés à constituer les murs de
La future construction sont d'abord préfabriqués en béton léger, au moyen de tout procédé et matériels convenables dont la plupart sont bien connus de l'homme du métier.Panels 1 and 1A intended to constitute the walls of
The future construction are first prefabricated in light concrete, by any suitable process and material, most of which are well known to those skilled in the art.
Le béton Léger peut être constitué par différents mélanges de ciment, de sable, et de matière inerte de densité très faible. De manière plus spécialement intéressante, on prévoit d'utiliser, pour La mise en oeuvre de L'invention, un béton Léger constitué de ciment et de granules sphériques de polystyrène expansé ayant, par exemple, un diamètre de 1 à 2 mm, et enrobés de résines synthétiques telles que des résines de type vinylique, ou autre substance médiatrice conférant une action adhésive auxdits granules. Lightweight concrete can be made up of different mixtures of cement, sand, and inert material of very low density. More particularly advantageously, it is planned to use, for the implementation of the invention, a lightweight concrete consisting of cement and spherical granules of expanded polystyrene having, for example, a diameter of 1 to 2 mm, and coated synthetic resins such as vinyl type resins, or other mediating substance giving an adhesive action to said granules.
Les panneaux 1, 1A, sont pourvus d'un ferraillage d'armature interne 2 incorporés lors de Leur moulage. Ils peuvent avoir des dimensions variables, par exemple une hauteur correspondant sensiblement à ceLle d'un étage ou niveau d'une maison d'habitation (environ 2,60 m), une largeur d' environ 2,00 m et une épaisseur de L'ordre de 0,25 m. The panels 1, 1A are provided with an internal reinforcement reinforcement 2 incorporated during their molding. They can have variable dimensions, for example a height corresponding substantially to that of a storey or level of a dwelling house (approximately 2.60 m), a width of approximately 2.00 m and a thickness of L 0.25 m.
Selon l'invention, Les panneaux en béton Léger armé sont moulés de manière à présenter une gorge 3 ou 3a, dans deux de leurs côtés parallèles destinés à constituer Leurs côtés verticaux, et une gorge 4 dans au moins un troisième côté destiné à constituer Leur bord supérieur. According to the invention, the reinforced lightweight concrete panels are molded so as to have a groove 3 or 3a, in two of their parallel sides intended to constitute their vertical sides, and a groove 4 in at least one third side intended to constitute their upper edge.
L'entrée des gorges 3, 3a ou 4 est délimitée par des surfaces planes 5 ou 6 qui, pour Les côtés des panneaux destinés à être aboutés en alignement, sont perpendiculaires aux grandes faces ou parements desdits panneaux et qui, pour
Les panneaux destinés à être assemblés en formant un angle, ont une orientation oblique par rapport auxdites grandes faces ou parements des panneaux, par exemple une obliquité de 45 degrés pour des panneaux destinés à être assemblés orthogonalement. Pour des panneaux ayant une épaisseur de 25 cm, chaque surface plane (5) délimitant Les gorges 3 ou 4 a, par exemple, une Largeur de 5 cm.The entry of the grooves 3, 3a or 4 is delimited by flat surfaces 5 or 6 which, for the sides of the panels intended to be butted in alignment, are perpendicular to the large faces or facings of said panels and which, for
The panels intended to be assembled at an angle have an oblique orientation relative to said large faces or facings of the panels, for example an obliquity of 45 degrees for panels intended to be assembled orthogonally. For panels having a thickness of 25 cm, each flat surface (5) delimiting the grooves 3 or 4 has, for example, a width of 5 cm.
De manière préférée, les gorges 3 ménagées dans les côtés des panneaux 1 destinés à être aboutés en alignement, ont une section pentagonale, de sorte que chaque gorge se trouve délimitée par deux parois 7 qui, dans La direction du fond de la gorge, ont d'abord une épaisseur constante sur une Longueur de quelques centimètres, puis s'élargissent progressivement jusqu'à Leur rencontre au point constituant
Le fond de ladite gorge.Preferably, the grooves 3 formed in the sides of the panels 1 intended to be butted in alignment, have a pentagonal section, so that each groove is delimited by two walls 7 which, in the direction of the bottom of the groove, have first a constant thickness over a length of a few centimeters, then gradually widen until they meet at the constituent point
The bottom of said gorge.
Le bord supérieur des panneaux pourvu de la gorge 4, présente, de préférence, une conformation identique ou analogue. The upper edge of the panels provided with the groove 4 preferably has an identical or similar conformation.
Des fers en attente 8 émergent dans Les gorges 3, 3a et 4. Pending irons 8 emerge in Gorges 3, 3a and 4.
Ces panneaux peuvent être aisément exécutés en atelier à L'aide de coffrages appropriés, facilement transportés sur
Les chantiers au moyen de véhicules de faible puissance et de types courants, et ils peuvent être manutentionnés au moyen d'un matériel de manutention Léger.These panels can be easily executed in the workshop using suitable formwork, easily transported on
Construction sites using low-powered vehicles and common types, and they can be handled using Light handling equipment.
Pour la mise en oeuvre du procédé de L'invention, les panneaux sont d'abord aboutés de manière à se trouver en contact par leurs surfaces planes 5 disposées de part et d'autre de L'entrée de Leurs gorges parallèles 3 s'iL s'agit de panneaux 1', 1' placés en alignement (figure 6), ou par
Leurs surfaces planes obliques 6 disposées de part et d'autre de L'entrée de Leur gorge 3a s'iL s'agit de panneaux destinés à être assemblés en formant un angle (figure 5).For the implementation of the method of the invention, the panels are first abutted so as to be in contact by their flat surfaces 5 arranged on either side of the entry of their parallel grooves 3 if iL these are panels 1 ', 1' placed in alignment (Figure 6), or by
Their oblique flat surfaces 6 disposed on either side of the entrance to their groove 3a if they are panels intended to be assembled at an angle (FIG. 5).
L'aboutement jointif des panneaux 1 et/ou des panneaux lA permet de créer des puits verticaux 9 de coffrage, dans
LesqueLs on coule ensuite du béton de forte densité, après mise en place de fers d'armature verticaux 10, jusqu'au niveau où se trouve Le fond des gorges horizontales 4.The joint abutment of the panels 1 and / or of the panels 1A makes it possible to create vertical wells 9 for formwork, in
Then pour high density concrete, after placing vertical reinforcing bars 10, to the level where the bottom of the horizontal grooves is located 4.
Après durcissement, le béton coulé dans les puits 9 réalise un assemblage solide des panneaux 1 et/ou 1A et constitue de solides piliers 11 formant les éléments verticaux de L'ossature de la construction, ces piliers ayant une section hexagonale ou carrée, selon l'exemple avantageux de mise en oeuvre représenté. After hardening, the concrete poured into the wells 9 performs a solid assembly of the panels 1 and / or 1A and constitutes solid pillars 11 forming the vertical elements of the framework of the construction, these pillars having a hexagonal or square section, depending on the advantageous example of implementation shown.
A La suite du remplissage des puits 9, on coule du béton de forte densité dans la gorge supérieure formée par
La succession de gorges horizontales 4 des panneaux aboutés 1' - 1' et 1A' - lA', après mise en place de fers d'armature horizontaux 12. Following the filling of the wells 9, high density concrete is poured into the upper groove formed by
The succession of horizontal grooves 4 of the butted panels 1 '- 1' and 1A '- lA', after installation of horizontal reinforcing bars 12.
Après durcissement, Le béton coulé dans les gorges supérieures 4 des panneaux constitue un solide chai nage 13 reliant horizontalement Les sommets des piliers 11 et constituant l'élément horizontal de L'ossature de la construction. After hardening, the concrete poured into the upper grooves 4 of the panels constitutes a solid chain 13 connecting horizontally the tops of the pillars 11 and constituting the horizontal element of the framework of the construction.
On comprend que L'exécution de cette ossature ne requiert aucun matériel de coffrage, les parois coffrantes des piliers il et du chaînage 13 étant formées par les parois 7 délimitant Les gorges 3, 3a ou 4. It is understood that the execution of this framework does not require any formwork material, the formwork walls of the pillars il and of the chaining 13 being formed by the walls 7 delimiting the grooves 3, 3a or 4.
Les panneaux 1 et 1A pourraient comporter une quatrième gorge 14 analogue à Leur gorge 4 dans un bord destiné à constituer Leur côté inférieur, par exemple pour fixation de leur base sur une daLLe ou plancher de béton, ou pour superposition sur des panneaux sous-jacents déjà mis en place. The panels 1 and 1A could include a fourth groove 14 similar to their groove 4 in an edge intended to constitute their lower side, for example for fixing their base on a concrete floor or floor, or for superimposition on the underlying panels. already in place.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9303343A FR2702790A1 (en) | 1993-03-17 | 1993-03-17 | Method and panels for the construction of lightweight concrete walls, and construction making use of this method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9303343A FR2702790A1 (en) | 1993-03-17 | 1993-03-17 | Method and panels for the construction of lightweight concrete walls, and construction making use of this method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| FR2702790A1 true FR2702790A1 (en) | 1994-09-23 |
Family
ID=9445266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR9303343A Pending FR2702790A1 (en) | 1993-03-17 | 1993-03-17 | Method and panels for the construction of lightweight concrete walls, and construction making use of this method |
Country Status (1)
| Country | Link |
|---|---|
| FR (1) | FR2702790A1 (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2765905A1 (en) * | 1997-07-09 | 1999-01-15 | Gerard Philippe Malignon | CONSTRUCTION METHOD FOR SINGLE-FAMILY HOUSES USING MODULAR PANELS IN SYNTHETIC COMPOSITE MATERIALS SERVING AS A BULK STRUCTURE AND WATERPROOF AND AESTHETIC FINISH |
| WO2005014947A1 (en) * | 2003-07-30 | 2005-02-17 | Monika-Ulrike Mosebach | Building component device |
| WO2008155191A1 (en) * | 2007-06-20 | 2008-12-24 | Josef Tockner | Wall module element made of polystyrene concrete |
| US7524555B2 (en) | 1999-11-19 | 2009-04-28 | James Hardie International Finance B.V. | Pre-finished and durable building material |
| US7713615B2 (en) | 2001-04-03 | 2010-05-11 | James Hardie International Finance B.V. | Reinforced fiber cement article and methods of making and installing the same |
| US7993570B2 (en) | 2002-10-07 | 2011-08-09 | James Hardie Technology Limited | Durable medium-density fibre cement composite |
| US7998571B2 (en) | 2004-07-09 | 2011-08-16 | James Hardie Technology Limited | Composite cement article incorporating a powder coating and methods of making same |
| US8281535B2 (en) | 2002-07-16 | 2012-10-09 | James Hardie Technology Limited | Packaging prefinished fiber cement articles |
| US8297018B2 (en) | 2002-07-16 | 2012-10-30 | James Hardie Technology Limited | Packaging prefinished fiber cement products |
| US8993462B2 (en) | 2006-04-12 | 2015-03-31 | James Hardie Technology Limited | Surface sealed reinforced building element |
| CN112982738A (en) * | 2021-03-16 | 2021-06-18 | 北京工业大学 | Assembled multi-dimensional energy-consumption shear wall system containing multi-section yield steel pipe concrete flat column |
-
1993
- 1993-03-17 FR FR9303343A patent/FR2702790A1/en active Pending
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2765905A1 (en) * | 1997-07-09 | 1999-01-15 | Gerard Philippe Malignon | CONSTRUCTION METHOD FOR SINGLE-FAMILY HOUSES USING MODULAR PANELS IN SYNTHETIC COMPOSITE MATERIALS SERVING AS A BULK STRUCTURE AND WATERPROOF AND AESTHETIC FINISH |
| WO1999002793A1 (en) * | 1997-07-09 | 1999-01-21 | Malignon Gerard Philippe | Method for constructing individual houses using modular panels made of composite synthetic materials |
| US7524555B2 (en) | 1999-11-19 | 2009-04-28 | James Hardie International Finance B.V. | Pre-finished and durable building material |
| US7713615B2 (en) | 2001-04-03 | 2010-05-11 | James Hardie International Finance B.V. | Reinforced fiber cement article and methods of making and installing the same |
| US8297018B2 (en) | 2002-07-16 | 2012-10-30 | James Hardie Technology Limited | Packaging prefinished fiber cement products |
| US8281535B2 (en) | 2002-07-16 | 2012-10-09 | James Hardie Technology Limited | Packaging prefinished fiber cement articles |
| US7993570B2 (en) | 2002-10-07 | 2011-08-09 | James Hardie Technology Limited | Durable medium-density fibre cement composite |
| WO2005014947A1 (en) * | 2003-07-30 | 2005-02-17 | Monika-Ulrike Mosebach | Building component device |
| US7998571B2 (en) | 2004-07-09 | 2011-08-16 | James Hardie Technology Limited | Composite cement article incorporating a powder coating and methods of making same |
| US8993462B2 (en) | 2006-04-12 | 2015-03-31 | James Hardie Technology Limited | Surface sealed reinforced building element |
| WO2008155191A1 (en) * | 2007-06-20 | 2008-12-24 | Josef Tockner | Wall module element made of polystyrene concrete |
| CN112982738A (en) * | 2021-03-16 | 2021-06-18 | 北京工业大学 | Assembled multi-dimensional energy-consumption shear wall system containing multi-section yield steel pipe concrete flat column |
| CN112982738B (en) * | 2021-03-16 | 2022-07-22 | 北京工业大学 | Assembled multi-dimensional energy-consumption shear wall system containing multi-section yield steel pipe concrete flat column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| FR2702790A1 (en) | Method and panels for the construction of lightweight concrete walls, and construction making use of this method | |
| CH664786A5 (en) | SET OF MODULAR BUILDING ELEMENTS. | |
| EP0097102B1 (en) | Construction process for buildings from wooden framed modular elements with incorporated insulation, and modular elements for carrying out the process | |
| FR2908801A1 (en) | Absorptive form construction block for vertical wall, has plates connected by separating structure, and including conical shaped ribs and grooves on respective sides for assembling block and sides that are independent from one another | |
| WO2014053905A2 (en) | Structured beam and modular construction element made using said beam | |
| EP1149213B1 (en) | Building slab, assembly of same and use for producing structures capable of supporting heavy loads | |
| EP0369914A1 (en) | Method for joining a matrix material to a functional support, and devices manufactured according to this method | |
| FR2507647A1 (en) | Composite prefabricated construction panel - has grooved insulation to concrete interface to aid connection between them | |
| EP4019707B1 (en) | Prefabricated wood panel for the construction of buildings | |
| FR2465844A1 (en) | Composite structural building panels - involving expanded and dense plastics and concrete or plaster strata | |
| WO2007118953A1 (en) | Corner assembly comprising a male element preformed to a predetermined angle and bordered by returns | |
| FR2486565A1 (en) | Frame for wind-bracing walls - has wooden ring beams and metal bracing frames reducing differential cracking | |
| CH636664A5 (en) | Method for erecting a wall consisting of elongate elements and application to the construction of wooden chalets | |
| EP1207241B1 (en) | Wall element | |
| FR2647835A1 (en) | METHOD FOR CONSTRUCTING PREFABRICATED BUILDINGS AND CONSTRUCTION OBTAINED BY IMPLEMENTING THIS PROCESS | |
| FR2885624A1 (en) | Base unit`s e.g. ground floor, lateral wall constructing method for prefabricated building, involves pouring and hardening cement material in molds delimited by panels, where material is penetrated into perforations and is solidified | |
| BE1003909A7 (en) | Hollow timber beam, its process of manufacture and its use in a veranda | |
| EP0208824A1 (en) | Insulating building blocks | |
| FR3118639A1 (en) | Construction element with wooden supporting structure embedded in an insulating material made of vegetable concrete, and structure comprising it | |
| FR2599406A1 (en) | Construction elements, construction made using these elements and method of construction relating thereto. | |
| FR2476720A1 (en) | Pre-fabricated brick for building walls - has trapezoidal plan section giving straight or curved wall dependent on face orientation | |
| FR2813904A1 (en) | SELF-SUPPORTING WOOD CONSTRUCTION PANEL | |
| FR2589909A1 (en) | Building block for masonry with built-in thermal insulation | |
| BE843031A (en) | MANUFACTURING AND CONSTRUCTION SYSTEM OF MODULAR ELEMENTS IN MOLDED AND VIBRATED CONCRETE | |
| FR2781241A1 (en) | Construction block for buildings has channeled face to cooperate with window frame |