CA2121058A1 - Construction of factory-built and seismic-resistant walls with a continuous lintel - Google Patents
Construction of factory-built and seismic-resistant walls with a continuous lintelInfo
- Publication number
- CA2121058A1 CA2121058A1 CA002121058A CA2121058A CA2121058A1 CA 2121058 A1 CA2121058 A1 CA 2121058A1 CA 002121058 A CA002121058 A CA 002121058A CA 2121058 A CA2121058 A CA 2121058A CA 2121058 A1 CA2121058 A1 CA 2121058A1
- Authority
- CA
- Canada
- Prior art keywords
- construction
- lintel
- walls
- openings
- wall
- 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.)
- Abandoned
Links
Classifications
-
- 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
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
- E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
La présente invention concerne un système constructif de murs usinés dont le linteau continu, construit comme un élément de haute portance, est appuyé sur des poteaux qui délimitent les ouvertures et le colombage, - qui permet le passage des fils électriques, la localisation des appareils et la fixation du placoplâtre à l'intérieur, ainsi que le parement à l'extérieur - est fixé des deux côtés, dans la fabrication. Ce système confère aux murs, à part la légèreté, des caractéristiques parasismiques et paracyclones. The present invention relates to a constructive system for machined walls including the continuous lintel, built as a element of high bearing capacity, is supported on posts which delimit the openings and the half-timbering, - which allows the passage of electrical wires, location of devices and fixing the drywall inside, as well as facing on the outside - is fixed on both sides, in the manufacturing. This system gives the walls, apart from lightness, seismic and paracyclone characteristics.
Description
G5 ~
Mi~IOIRE DESCRIPTIF
~ a présente invention se rapporte à un système construc-tif parasismique et paracyclone de murs usinés, utilisés dans la contruction d'habitations.
Présentement, on emploie plusieurs systèmes dans la construction des murs. Il y a le système traditionnel, qui utilise la charpente de bois, la laine minérale comme isolant et qui réalise les linteaux avec un assemblage d'éléments qui, faute d'un contreventement adéquat et de continuité, se detachent lors des secousses sismiques ou des vents violents, durant une forte tempête.
Il y a aussi, des systèmes qui utilisent les panneaux-sandwich à mousse isolente rigide, mais qui réalisent les linteaux, par des combinaisons d'elements, qui n'assurent pas, non plus, un contreventement suffisant. En outre, ces derniers, prevoient la fixation des elements de colombage, contre les feuilles sandwich, de l'extérieur, à l'aide de clous ou vis, contrevenant ainsi, au principe qui veut que la tête du clou, ou de la vis, soit placée sur la face de la feuille et pas sur l'élément massif, beaucoup plus épais.
La plupart des systèmes constructifs, autant tradition-nels, qu'à base de panneaux-sandwich, utilisent comme joints de coin et des cloisons, des assemblages d'éléments cloués, qui n'assurent pas la rigidité nécéssaire, lorsque soumis aux secousses violentes, ou aux vents d'une forte tempête.
Tous les systèmes constructifs utilisés présentement, utilisent des procédés pollueurs des sites et qui nécéssitent une main-d'oeuvre importante et qualifiée, pas toujours disponible.
J'ai découvert que ces inconvénients peuvent être supprimé, par l'insertion dans la fabrication des murs, d'un linteau continu, construit comme un élément de haute portance, appuyé sur les poteaux qui délimitent les ouvertures, dont l'espacement est rempli d'une mousse isolante rigide, le tout contreventé par les feuilles extérieures, agraphées et collées sur le contour des murs, des ouvertures et des joints, feuilles déjà munies de nervures horizontales, équidistantes, agraphées et collées de l'intérieur vers l'extérieur.
Relativement aux dessins, qui illustrent la réalisation de l'invention, -La figure 1 représente une élévation des élémentsdétachés, composant le linteau continu, voire les deux lisses 1 et les blocages 2, 212~05~
-La figure 2 représente une élévation du linteau continu assemblé.
La figure 3 représente une perspective axonométrique du linteau continu assemblé, La figure 4 représente une élévation des composants d'un mur détachés, voire le linteau continu en haut, des poteaux 4 et les pièces de limitation inférieure les ouvertures 5, ainsi que la lisse inférieure 1, La figure 5 représente une élévation des composants d'un mur partiellement assemblé.
La figure 6 représente une élévation de la charpente du mur assemblée, La figure 7 représente une élevation du mur isolé et contreventé des deux côtés avec les feuilles 6, prévues de nervures horizontales équidistantes 7, fixées préalablement de l'intérieur vers l'extérieur, La figure 8 représente une élévation du mur isolé, contreventé et prévu de nervures horizontales équidistantes, ainsi que des éléments horizontaux 8 et verticaux 9, servant de fond de clouage pour la fixation future du placoplâtre, La figure 9 représente une coupe sur la ligne I-I, La figure 10 représente une coupe sur la ligne II-II, La figure 11 représente une coupe sur la ligne III-III, La figure 12 représente une perspective axonométrique du joint a cloisons, réalisé par l'assemblage d'un montant vertical 13, fixé aux pieces égalés et équidistantes 14, La figure 13 représente une coupe horizontale à l'endroit du joint à cloisons, fixé aux nervures horizontales, à l'aide des vis 15, La figure 14 représente une coupe horizontale à l'endroit du joint à cloisons, fixé aux nervures horizontales à tous les niveaux et dont les composants serviront comme fond de clouage au futur revêtement en placoplatre 16, La figure 15 représente une coupe horizontale à l'endroit de l'assemblage de deux murs en angle droit, à l'aide d'un joint de coin, La figure 16 représente une perspective axonométrique du joint de coin, composé de deux montants 17, assemblés à l'aide de deux autres carrés 18, de la même épaisseur, La figure 17 représente une perspective axonométrique arrière du joint, La figure 18 représente une coupe sur la ligne I-I d'une autre réalisation, où le linteau continu 20 est constitué
d'une poutre en I, assemblée dans le mur comme dans l'exemple précédent. G5 ~
Mi ~ IOIRE DESCRIPTION
~ a present invention relates to a system construc-seismic and paracyclone tif of machined walls, used in building construction.
Currently, several systems are used in the construction of walls. There is the traditional system, which uses wood framing, mineral wool as insulation and which makes the lintels with an assembly of elements which, in the absence of adequate bracing and continuity, detach during earthquakes or strong winds, during a heavy storm.
There are also, systems that use panels-rigid insulating foam sandwich, but which achieve the lintels, by combinations of elements, which do not provide, either, sufficient bracing. In addition, these last, provide for the fixing of the half-timbering elements, against sandwich sheets, from the outside, using nails or screws, thus contravening the principle that the head of the nail, or screw, is placed on the face of the leaf and not on the massive element, much thicker.
Most construction systems, as much tradition-nels, that based on sandwich panels, use as joints corner and partitions, assemblies of nailed elements, which do not provide the necessary rigidity, when subjected to violent tremors, or the winds of a strong storm.
All the constructive systems currently used, use site polluting processes that require a large and qualified workforce, not always available.
I discovered that these disadvantages can be removed, by the insertion in the manufacture of walls, of a continuous lintel, built as a high load-bearing element, supported on the posts which delimit the openings, of which the spacing is filled with rigid insulating foam, all braced by the outer sheets, stapled and glued around the walls, openings and joints, sheets already provided with equidistant horizontal ribs, stapled and glued from the inside to the outside.
Relative to the drawings, which illustrate the realization of the invention, -Figure 1 shows an elevation of the detached elements, making up the continuous lintel, or even the two healds 1 and blockages 2, 212 ~ 05 ~
-Figure 2 shows an elevation of the continuous lintel assembled.
Figure 3 shows an axonometric perspective of the continuous lintel assembled, Figure 4 shows an elevation of the components of a detached wall, even continuous lintel at the top, posts 4 and the lower limiting pieces the openings 5 as well that the lower beam 1, Figure 5 shows an elevation of the components of a partially assembled wall.
Figure 6 shows an elevation of the frame of the assembled wall, Figure 7 shows an elevation of the insulated wall and braced on both sides with sheets 6, provided with equidistant horizontal ribs 7, fixed beforehand inside to outside, FIG. 8 represents an elevation of the insulated wall, braced and provided with equidistant horizontal ribs, as well as horizontal 8 and vertical 9 elements, serving nailing base for future fixing of plasterboard, FIG. 9 represents a section on line II, FIG. 10 represents a section on line II-II, FIG. 11 represents a section on line III-III, Figure 12 shows an axonometric perspective of the joint with partitions, produced by assembling a stud vertical 13, fixed to equal and equidistant pieces 14, Figure 13 shows a horizontal section at the place bulkhead joint, attached to the horizontal ribs, using screws 15, Figure 14 shows a horizontal section at the place bulkhead joint, attached to horizontal ribs at all levels and the components of which will serve as a nailing base to the future plasterboard coating 16, Figure 15 shows a horizontal section at the place of the assembly of two walls at right angles, using a corner joint, Figure 16 shows an axonometric perspective of the corner joint, composed of two uprights 17, assembled using of two other squares 18, of the same thickness, Figure 17 shows an axonometric perspective back of the seal, FIG. 18 represents a section on line II of a another embodiment, where the continuous lintel 20 is constituted of an I-beam, assembled in the wall as in the example previous.
Claims (9)
d'une poutre en I, dont la membrure supérieure est à la place de la sablière et la membrure inférieure au niveau supérieur des ouvertures, les deux liées par les feuilles extérieures par collage et agraphage, pour former, avec l'isolant contenu, une poutre-caisson à âme centrale de très haute portance. 2. Wall construction characterized in that it includes a continuous lintel over the entire length, consisting an I-beam, the upper chord of which is in place from the sand pit and the lower chord to the upper level openings, both linked by the outer sheets by gluing and stapling, to form, with the insulation contained, a box-girder with central core of very high lift.
l'aide d'éléments carrés dont les côtés sont égaux à l'épais-seur des montants, la longueur de l'aile du cornier ainsi formé, étant égale à l'épaisseur totale du mur, les nervures des deux faces y compris. 9. Construction of the corner joint, characterized in that that it includes two uprights of rectangular sections assembled at right angles to the outside and inside, using square elements whose sides are equal to the thick-size of the uprights, the length of the angle wing as well formed, being equal to the total thickness of the wall, the ribs on both sides including.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA002121058A CA2121058A1 (en) | 1994-04-12 | 1994-04-12 | Construction of factory-built and seismic-resistant walls with a continuous lintel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA002121058A CA2121058A1 (en) | 1994-04-12 | 1994-04-12 | Construction of factory-built and seismic-resistant walls with a continuous lintel |
Publications (1)
Publication Number | Publication Date |
---|---|
CA2121058A1 true CA2121058A1 (en) | 1995-10-13 |
Family
ID=4153364
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA002121058A Abandoned CA2121058A1 (en) | 1994-04-12 | 1994-04-12 | Construction of factory-built and seismic-resistant walls with a continuous lintel |
Country Status (1)
Country | Link |
---|---|
CA (1) | CA2121058A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20110230A1 (en) * | 2011-05-06 | 2012-11-07 | Giovanni Cenci | "PROCEDURE FOR THE CONSTRUCTION OF WALLS AND FLOORS WITH DOUBLE FRAME, ALSO PREFABRICATED, AND FOR THEIR STRUCTURAL LINK FOR THE CONSTRUCTION OF ANTI-SEISMIC BUILDINGS WITH WOOD-BEARING LOOPS" |
-
1994
- 1994-04-12 CA CA002121058A patent/CA2121058A1/en not_active Abandoned
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20110230A1 (en) * | 2011-05-06 | 2012-11-07 | Giovanni Cenci | "PROCEDURE FOR THE CONSTRUCTION OF WALLS AND FLOORS WITH DOUBLE FRAME, ALSO PREFABRICATED, AND FOR THEIR STRUCTURAL LINK FOR THE CONSTRUCTION OF ANTI-SEISMIC BUILDINGS WITH WOOD-BEARING LOOPS" |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FZDE | Discontinued |