DK201470705A1 - System for constructing a building - Google Patents

System for constructing a building Download PDF

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Publication number
DK201470705A1
DK201470705A1 DKPA201470705A DKPA201470705A DK201470705A1 DK 201470705 A1 DK201470705 A1 DK 201470705A1 DK PA201470705 A DKPA201470705 A DK PA201470705A DK PA201470705 A DKPA201470705 A DK PA201470705A DK 201470705 A1 DK201470705 A1 DK 201470705A1
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DK
Denmark
Prior art keywords
profile
rail
roof
tab
flange
Prior art date
Application number
DKPA201470705A
Other languages
Danish (da)
Inventor
Bjarne Laursen
Original Assignee
Supply Holding Aps
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Supply Holding Aps filed Critical Supply Holding Aps
Priority to DKPA201470705A priority Critical patent/DK178478B1/en
Priority to DKPA201570297A priority patent/DK178581B1/en
Priority to EP15194336.2A priority patent/EP3051038A3/en
Priority to EP15797251.4A priority patent/EP3218551A1/en
Priority to US15/523,474 priority patent/US20170306621A1/en
Priority to PCT/DK2015/050349 priority patent/WO2016074686A1/en
Application granted granted Critical
Publication of DK178478B1 publication Critical patent/DK178478B1/en
Publication of DK201470705A1 publication Critical patent/DK201470705A1/en

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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
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members 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
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/625—Sheets or foils allowing passage of water vapor but impervious to liquid water; house wraps
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/94—Protection against other undesired influences or dangers against fire
    • E04B1/941—Building elements specially adapted therefor
    • E04B1/942—Building elements specially adapted therefor slab-shaped
    • 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
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0846—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging holes or grooves in the side faces of the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0857—Supporting consoles, e.g. adjustable only in a direction parallel to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0875—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer
    • E04F13/0876—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer the covering layer comprising mutual alignment or interlocking means
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/766—T-connections
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/766—T-connections
    • E04B2/767—Connections between wall studs and upper or lower locating rails
    • 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
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B2001/249—Structures with a sloping roof
    • 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
    • E04B2001/2496—Shear bracing therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal

Abstract

Der beskrives et system til konstruktion af en bygning (11), der er opstillet på et fundament(12), og som omfatter en fodrem (13), en tagrem (14) og lodrette stolper (15) mellem fodrem (13) og tagrem (14), vandrette bjælker (16) samt en tagkonstruktion (18). Fodremmen (13) og tagremmen (14) omfatter et første skinneprofil (1) til en forvæg (20) og et første skinneprofil (1) til en bagvæg (21) i en vægkonstruktion (8) samt et mellem disse første skinneprofil (1) er anbragt afstandselement, hvilket første skinneprofil (1) omfatter et vinkelprofil (37), med en i brug vandret flange (26) samt en i brug lodret flange (25), hvor der i den vandrette flange (26) med foruddefineret indbyrdes afstand er tilvejebragt første flige (24), der er ombukket, så de er anbragt under en vinkel i forhold til den vandrette flange (26), og som hver omfatter et hul (27). Tagremmen (14) kan fungere som rem i en etageadskillelse eller rem til understøtning af tagkonstruktionen (18). Hver stolpe (15) omfatter et andet skinneprofil (23), som er anbragt imellem de første skinneprofiler (1) i forvæggen (20) eller bag væggen (21) ved position ud for de første flige (24), hvilket andet skinneprofil (23) omfatter to modstående flanger (29, 30), der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange (31), hvor der i hver ende af det andet skinneprofils centrale flange (31) er tilvejebragt en anden flig (28), som er fjedrende i forhold til den centrale flange (31), og som hver er indrettet for fjedrende indgreb i hullet 20 (27) i den første flig (24). Hver vandret bjælke (16) omfatter et tredje skinneprofil (6), som omfatter to modstående flanger (29, 30), der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange (31), idet den første af de modstående flanger (29, 30) er indrettet for montering på stolperne (15, 23), og den anden af de modstående flanger (29, 30) er indrettet for montering af inderbeklædning eller yder beklædning afA system for constructing a building (11) is arranged on a foundation (12) comprising a foot strap (13), a roof strap (14) and vertical posts (15) between the foot strap (13) and the roof strap. (14), horizontal beams (16) and a roof structure (18). The foot strap (13) and the roof strap (14) comprise a first rail profile (1) for a front wall (20) and a first rail profile (1) for a rear wall (21) in a wall structure (8) as well as a between these first rail profile (1). is provided with a spacer element, said first rail profile (1) comprising an angular profile (37), with a horizontal flange (26) in use and a vertical flange (25) in use, wherein the horizontal flange (26) has a predefined distance between them. provided first flaps (24) which are folded so that they are disposed at an angle to the horizontal flange (26), each comprising a hole (27). The roof belt (14) can act as a belt in a floor separation or a belt to support the roof structure (18). Each post (15) comprises a second rail profile (23) disposed between the first rail profiles (1) in the front wall (20) or behind the wall (21) at position next to the first tabs (24), which second rail profile (23). ) comprises two opposing flanges (29, 30) arranged in parallel planes, interconnected by a central flange (31), where at each end of the second rail profile's central flange (31) a different tab is provided. (28), which is resilient to the central flange (31), and each adapted for resilient engagement with the hole 20 (27) in the first tab (24). Each horizontal beam (16) comprises a third rail profile (6) comprising two opposing flanges (29, 30) arranged in parallel planes and interconnected by a central flange (31), the first of the opposing flanges (29, 30) are arranged for mounting on the posts (15, 23) and the other of the opposite flanges (29, 30) is arranged for mounting of inner lining or providing lining of

Description

System til konstruktion af en bygning Opfindelsens områdeSystem for the Construction of a Building Field of the Invention

Den foreliggende opfindelse angår et system til konstruktion af en bygning, der er opstillet på et fundament, og som omfatter en fodrem, en tagrem og lodrette stolper mellem fodrem og tagrem, vandrette bjælker samt en tagkonstruktion.BACKGROUND OF THE INVENTION The present invention relates to a system for the construction of a building which is erected on a foundation comprising a foot strap, a roof strap and vertical posts between the foot strap and the roof strap, horizontal beams and a roof structure.

Opfindelsens baggrundBACKGROUND OF THE INVENTION

En bygning opføres normalt ved, at der støbes et isoleret fundament, og at der efterfølgende placeres ydervægge, indervægge, og bygningens tagkonstruktion placeres, så den bæres i det mindste af ydervæggene.A building is usually erected by molding an insulated foundation, and subsequently exterior walls, interior walls, and the roof structure of the building are placed so that it is at least supported by the exterior walls.

Ydervæggene omfatter normalt en formur og en bagmur. Formuren er bygningens yderside og udgør bygningens klimaskærm, og bagmuren er placeret imod bygningens indre. Imellem formuren og bagmuren er der et mellemrum, der er fyldt med isoleringsmateriale. Udtrykkene formur og bagmur skal ikke opfattes på den måde, at disse nødvendigvis er murede vægge, idet forvæggene og bagvæggene også kan være fremstillet af de gængse materialer, der anvendes som inder- og ydermure i bygninger, såsom træbeklædning, plader baseret på træmateriale, for eksempel krydsfiner, såkaldte OSD boards spånplade, MDF plader og lignende plader, gasbeton, beton, mursten, gipsplader osv.The outer walls usually include a form wall and a back wall. The wall is the exterior of the building and forms the building's climate screen, and the back wall is positioned against the interior of the building. Between the wall and the back wall there is a space filled with insulating material. The terms wall and back wall are not to be construed as necessarily walled, since the front walls and back walls may also be made of the usual materials used as interior and exterior walls of buildings, such as wood paneling, wood-based panels, for such as plywood, so-called OSD boards chipboard, MDF boards and similar boards, gas concrete, concrete, brick, plasterboard, etc.

Formuren og/eller bagmuren kan være bærende for etagedæk og/eller tagkonstruktion, eller ydervæggene kan omfatte et bærende skelet af stolper af beton, armeret beton, træ, metal, herunder stål eller letmetal, som for eksempel aluminium eller lignende. Det bærende skelet vil være beklædt med et facademateriale af almindelig kendt art, som udgør ydervæggens klimaskærm, og en indervæg, for eksempel i form af en gipspladebeklædning eller tilsvarende materialer, der normalt anvendes som indervægsbe-klædning i en bygning.The mold and / or back wall may be supportive for floor decks and / or roof construction, or the exterior walls may comprise a supporting skeleton of posts of concrete, reinforced concrete, wood, metal, including steel or light metal, such as aluminum or the like. The supporting skeleton will be lined with a facade material of the prior art which constitutes the cladding of the outer wall, and an inner wall, for example in the form of a plasterboard cladding or similar materials normally used as interior wall cladding in a building.

De traditionelle byggemetoder er tidskrævende og kræver anvendelse af håndværkere med stor faglig kompetence. Der er risiko for, at de forskellige elementer, der anvendes til opbygningen af bygningen, ikke passer helt korrekt sammen, og at der derved er risiko for fordyrende tilpasninger samt risiko for utætheder, hvor der kan ske vandindtrængning.The traditional construction methods are time consuming and require the use of craftsmen with great professional competence. There is a risk that the various elements used in the construction of the building do not fit together properly, and there is thus a risk of costly adjustments and the risk of leaks where water penetration can occur.

Fra EP 0321183 Al er det kendt fremstille den bærende konstruktion af en bygning af sammensatte stålprofiler. Men sådan en konstruktion er økonomisk ufordelagtig.From EP 0321183 A1 it is known to manufacture the supporting structure of a building of composite steel profiles. But such a construction is economically disadvantageous.

Således har der i mange år været et ønske om at rationalisere byggeprocessen for at undgå disse risici og samtidig at arbejde med mere modulsystem i bygningen for at rationalisere byggeprocessen og derved spare omkostninger. Samtidig er der et ønske at kunne anvende flere elementer, som er præfabrikerede, og som er lette at samle.Thus, for many years there has been a desire to rationalize the construction process to avoid these risks and at the same time work on a more modular system in the building to rationalize the construction process and thereby save costs. At the same time, there is a desire to be able to use several items that are prefabricated and that are easy to assemble.

Opfindelsens formålThe object of the invention

Det er formålet med opfindelsen at tilvejebringe et system, som tilgodeser disse ønsker.It is the object of the invention to provide a system which satisfies these desires.

Beskrivelse af opfindelsenDescription of the Invention

Dette opnås ifølge den foreliggende opfindelse med et system af den indledningsvis nævnte type, som er særpræget ved, at - fodremmen og tagremmen omfatter et første skinneprofil til en forvæg og et første skinneprofil til en bagvæg i en vægkonstruktion samt et mellem disse første skinneprofiler anbragt afstandselement, hvilket første skinneprofil omfatter et vinkelprofil, med en i brug vandret flange samt en i brug lodret flange, hvor der i den vandrette flange med foruddefineret indbyrdes afstand er tilvejebragt første flige, der er ombukket, så de er anbragt under en vinkel i forhold til den vandrette flange, og som hver omfatter et hul, - tagremmen kan fungere som rem i en etageadskillelse eller rem til understøtning af tagkonstruktionen, - hver stolpe omfatter et andet skinneprofil, som er anbragt imellem de første skinneprofiler i forvæggen eller bagvæggen ved position ud for de første flige, hvilket andet skinneprofil omfatter to modstående flanger, der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange, hvor der i hver ende af det andet skinneprofils centrale flange er tilvejebragt en anden flig, som er fjedrende i forhold til den centrale flange, og som hver er indrettet for fjedrende indgreb i hullet i den første flig, - hver vandret bjælke omfatter et tredje skinneprofil, som omfatter to modstående flanger, der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange, idet den første af de modstående flanger er indrettet for montering på stolperne, og den anden af de modstående flanger er indrettet for montering af inderbeklæd-ning eller yderbeklædning af forvæggen henholdsvis bagvæggen, og - tagkonstruktionen omfatter en gitterbjælke, der er dannet af to modstående fjerde skinneprofiler, hvorimellem femte skinneprofiler er monteret for dannelse af gitterkonstruktionen. Med opfindelsen er det således muligt at anvende præfabrikerede skinneprofiler. Sådanne skinneprofiler kan være fremstillet af metalprofiler. Metalpro-fileme er fortrinsvis en kombination af stålprofiler og aluminiumsprofiler.This is achieved according to the present invention with a system of the type mentioned in the introduction, which is characterized in that - the foot strap and the roof strap comprise a first rail profile for a front wall and a first rail profile for a rear wall in a wall structure and a spacer arranged between these first rail profiles said first rail profile comprising an angular profile having an in-use horizontal flange and an in-use vertical flange, wherein in the horizontal flange with predefined spacing, first flaps are provided which are folded so that they are positioned at an angle to the horizontal flange, each of which includes a hole, - the roof strap can act as a belt in a floor separation or a belt to support the roof structure, - each post comprises a different rail profile which is arranged between the first rail profiles in the front wall or the rear wall at a position next to the the first tabs, which second rail profile comprises two opposing flanges, which are applied in parallel planes, which are interconnected by a central flange, at which is provided at each end of the second rail profile's flange a different tab which is resilient to the central flange and each adapted for resilient engagement. in the hole in the first tab, - each horizontal beam comprises a third rail profile, which comprises two opposing flanges arranged in parallel planes and interconnected by a central flange, the first of the opposing flanges being arranged for mounting on the posts and the other of the opposing flanges are arranged for mounting the inner lining or the outer lining of the front wall and the rear wall respectively, and - the roof structure comprises a lattice beam formed of two opposing fourth rail profiles, between which fifth rail profiles are mounted for forming the g . Thus, with the invention, it is possible to use prefabricated rail profiles. Such rail profiles may be made of metal profiles. The metal profiles are preferably a combination of steel profiles and aluminum profiles.

Profilerne er fremstillet på forhånd og i veldefinerede længder, afhængig af størrelsen på den bygning, som skal fremstilles. Lange profiler kan være sammensat af flere profilenheder, for eksempel for at danne en tilstrækkelig længde på fodrem og tagrem.The profiles are made in advance and in well-defined lengths, depending on the size of the building to be manufactured. Long profiles may be composed of several profile units, for example, to form a sufficient length of foot strap and roof strap.

Idet skinneprofilerne kan være dannet på forhånd, er det også muligt at pakke disse i sæt, som indeholder det antal og den kombination af skinneprofiler, som skal benyttes til en aktuel bygning.Since the rail profiles can be formed in advance, it is also possible to package these in sets containing the number and combination of rail profiles to be used for a current building.

Med systemet ifølge opfindelsen opnås der en sikkerhed for korrekt samling uden behov for særskilt håndværksmæssig kunnen.With the system according to the invention, a guarantee of correct assembly is obtained without the need for separate craftsmanship.

Idet skinneprofilerne er forsynet med forbindelsesorganer, som benyttes til sammenkobling af skinneprofiler, vil en foruddefineret placering af forbindelsesorganerne sikre, at der også sker en korrekt indbyrdes forbindelse af skinneprofilerne.Since the rail profiles are provided with connecting means which are used for linking rail profiles, a predefined positioning of the connecting means will ensure that a proper connection of the rail profiles is also interconnected.

Således vil lodrette stolper, der placeres mellem en fodrem og tagrem, blive placeret og fastgjort i forbindelse med flige på fodrem og tagrem. Herved er positionen af stolperne bestemt, og afstanden mellem fodrem og tagrem vil ligeledes være bestemt ud fra stolpernes længde.Thus, vertical posts placed between a foot strap and roof strap will be positioned and secured in connection with tabs on the foot strap and roof strap. Hereby the position of the posts is determined and the distance between the foot strap and the roof strap will also be determined from the length of the posts.

Idet stolperne er forsynet med en fjedrende flig, der kan gå i indgreb med hullet i den første flig på fodrem og tagrem, vil der opnås en meget hurtig og enkel samling af disse elementer.As the posts are provided with a resilient tab which can engage the hole in the first tab of the foot strap and the roof strap, a very quick and simple assembly of these elements will be achieved.

Sammenkoblingselementerne er almindeligvis beregnet til en midlertidig fastholdelse af elementerne under montage og vil derfor blive suppleret med en sammensømning eller anden fast sammenkobling af elementerne i den færdige bygning.The interconnecting elements are generally intended for temporary retention of the elements during assembly and will therefore be supplemented by a joint or other fixed interconnection of the elements of the finished building.

Det er således almindeligt, at det fjedrende indgreb mellem en flig og hul kombineres med en sammensømning eller anden form for fastgørelse. Imidlertid kan det vise sig, at der i flere samlinger ikke er behov for at supplere med den faste sammenkobling. Således vil opbygningen kunne ske meget hurtig, og de indbyrdes forbindelser mellem skinneprofiler vil have en styrke, som er defineret på forhånd ud fra udformningen af de fjedrende flige.Thus, it is common for the resilient engagement between a tab and hole to be combined with a seam or other form of attachment. However, in several collections, there may be no need to supplement with the fixed interconnection. Thus, the structure can be very fast, and the interconnections between rail profiles will have a strength which is defined in advance from the design of the resilient tabs.

Når en konstruktion er fremstillet med en fodrem og tagrem og derimellem anbragte stolper, kan vandrette bjælker i form af det tredje skinneprofil placeres uden på de lodrette stolper. Disse tredje skinneprofiler kan benyttes såvel på indersiden som på ydersiden af huset for at montere inderbeklædning eller yderbeklædning. Således vil en bygning ifølge opfindelsen være fremstillet med forvæg og bagvæg. I mellemrummet mellem forvæg og bagvæg kan der placeres isolering, ligesom der også her kan føres ledninger og kabler til installationer i bygningen.When a structure is constructed with a foot strap and roof strap and interposed posts, horizontal beams in the form of the third rail profile can be placed outside on the vertical posts. These third rail profiles can be used on the inside as well as on the outside of the housing to mount interior or exterior cladding. Thus, a building according to the invention will be constructed with front wall and rear wall. Insulation can be placed in the space between the front wall and the back wall, as well as wiring and cables for installation in the building.

Tagkonstruktionen kan være et sadeltag eller et fladt tag. Det kan ligeledes være et fladt tag med ensidig hældning. Til brug for tagkonstruktionen benyttes en gitterbjælke, som ligeledes er dannet af skinneprofiler. For at samle skinneprofilerne er der tilvejebragt femte skinneprofiler, der monteres sammen omkring gitterbjælken.The roof structure can be a saddle roof or a flat roof. It can also be a flat roof with one-sided slope. For the roof structure, a lattice beam is also used, which is also formed of rail profiles. To assemble the rail profiles, fifth rail profiles are provided which are assembled around the grid beam.

Såfremt der er tale om et sadeltag, vil dette princip kunne benyttes ved samling af gitterbjælkerne ved toppen af tagkonstruktionen. Her vil der anvendes modstående skinneprofiler, der monteres sammen omkring gitterbjælkeme fra hver side af tagkonstruktionen.In the case of a saddle roof, this principle can be used when assembling the lattice beams at the top of the roof structure. Here, opposing rail profiles will be used, which are mounted together around the lattice beams from each side of the roof structure.

De femte skinneprofiler kan siges at fungere på samme princip som sømbeslag eller bogstøtte.The fifth rail profiles can be said to work on the same principle as nail brackets or book supports.

En spærfod kan være dannet af en bukket plade, der er monteret på tagremmen, og som tillige er fastgjort til gitterbjælkerne. Spærfoden kan også være dannet af to modstående skinneprofiler.A ratchet foot may be formed of a curved plate mounted on the roof strap and also attached to the lattice beams. The locking foot may also be formed of two opposing rail profiles.

Såfremt der er tale om et sadeltag, vil et tilsvarende princip kunne benyttes ved samling af gitterbjælkerne ved toppen af tagkonstruktionen. Her vil der ligeledes anvendes modstående skinneprofiler, der monteres sammen omkring gitterbjælkeme fra hver side af tagkonstruktionen.In the case of a saddle roof, a similar principle can be used when assembling the lattice beams at the top of the roof structure. Here, opposite rail profiles will also be used, which are mounted together around the lattice beams from each side of the roof structure.

Skinneprofilerne, der benyttes til samling omkring gitterbjælkerne, kan samles ved sømning, nitning eller på anden vis. Ligeledes vil disse skinneprofiler til samling omkring gitterbjælkeme kunne samles ved anvendelse af fjedrende flige, der samvirker med huller svarende til de forbindelsesorganer, som benyttes mellem fodrem og tagrem samt stolperne.The rail profiles used for assembly around the lattice beams can be assembled by seaming, riveting or otherwise. Likewise, these rail profiles for assembly around the lattice beams may be assembled by the use of resilient lugs which cooperate with holes corresponding to the connecting means used between the foot strap and the roof strap as well as the posts.

De vandrette bjælker, som er monteret på de lodrette stolper, kan være monteret i for-uddefinerede positioner, idet de lodrette stolper kan være forsynet med forbindelsesorganer, der er placeret med forudbestemte mellemrum, og som er indrettet for at samvirke med modsvarende forbindelsesorganer på de vandrette bjælker.The horizontal beams mounted on the vertical posts may be mounted in predefined positions, the vertical posts being provided with predetermined interconnecting means adapted to cooperate with corresponding connecting members on the vertical posts. horizontal beams.

Således kan der opnås en meget ensartet placering af de vandrette bjælker og hermed også den facadebeklædning eller inderbeklædning, som monteres efterfølgende.Thus, a very uniform positioning of the horizontal beams can be achieved and thus also the facade or interior cladding, which is subsequently mounted.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at stolper i forvæggen og bagvæggen er forsat i forhold til hinanden, og at stolperne fortrinsvis er monteret i hver anden af de første flige i de første skinneprofiler.According to a further embodiment, the system according to the invention is characterized in that the posts in the front wall and the back wall are arranged relative to each other and that the posts are preferably mounted in each of the first tabs in the first rail profiles.

Med denne udførelsesform udgås kuldebroer i vægkonstruktionen. Idet der er mellemrum mellem forvæggen og bagvæggen, og idet stolper, der befinder sig i mellemrummet mellem forvæggen og bagvæggen er forsat for hinanden, reduceres risiko for kuldebro.With this embodiment, cold bridges are removed in the wall structure. Because there are gaps between the front wall and the back wall, and posts that are in the gap between the front wall and the back wall are facing each other, the risk of cold bridges is reduced.

Det foretrækkes, at fodrem og tagrem er fremstillet identisk. Herved er der tilvejebragt første flige, som har en afstand, som svarer til afstanden mellem to efterfølgende stol per, som befinder sig i henholdsvis forvæg og bagvæg. Således vil stolperne alene behøves at blive placeret i hver anden af de første flige.It is preferred that the foot strap and roof strap be made identical. Thereby, there is provided first tab, which has a distance corresponding to the distance between two subsequent chairs, which are in the front wall and the rear wall respectively. Thus, the posts alone will need to be placed in each of the first tabs.

Alternativt kan der være tilvejebragt en længere afstand mellem fligene, som svarer til afstanden mellem stolperne i forvæggen og afstanden mellem stolperne i bagvæggen. Herved skal det blot sikres, at fodrem og tagrem placeres på en sådan måde, at de første flige i skinneprofilet for forvæggen er forsat i forhold til fligene i det første skinneprofil for bagvæggen.Alternatively, a longer distance may be provided between the tabs corresponding to the distance between the posts in the front wall and the distance between the posts in the back wall. This merely ensures that the foot strap and the roof strap are positioned in such a way that the first tabs in the rail profile for the front wall are maintained relative to the tabs in the first rail profile for the rear wall.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at den første flig er dannet af en udstanset del af den vandrette flange, og at den første flig er forbundet med den vandrette flange langs en bukkelinie og er bukket til en position vinkelret på den vandrette flange. Ved at danne fligen som en udstanset del af den vandrette flange opnås en særlig hensigtsmæssig fremstilling. Der er således en materialebesparelse og samtidig undgås behov for løse flige, som skal forbindes med det første skinneprofil. Den første flig er bukket omkring en bukkelinie i den vandrette flage, så den befinder sig vinkelret på den vandrette flange. Herved vil fligen vende nedefter, afhængigt af om det første skinneprofil benyttes til fodremmen eller til tagremmen.According to a further embodiment, the system according to the invention is characterized in that the first tab is formed of a punched portion of the horizontal flange and that the first tab is connected to the horizontal flange along a bending line and is bent to a position perpendicular to the horizontal. flange. By forming the tab as a punched portion of the horizontal flange, a particularly convenient manufacture is obtained. There is thus a material saving and at the same time the need for loose tabs is avoided, which must be connected to the first rail profile. The first tab is bent about a bending line in the horizontal flange so that it is perpendicular to the horizontal flange. Hereby, the tab will face down depending on whether the first rail profile is used for the foot strap or for the roof strap.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at hullet i den første flig er et rektangulært hul. Ved at hullet er rektangulært opnås et sikkert indgreb med en flig, der ligeledes har en rektangulær form. Herved opnås der en positionering i sideværtsretning ved at dimensionere fligen, således at den har en bredde, der passer ind i det rektangulære huls bredde.According to a further embodiment, the system according to the invention is characterized in that the hole in the first tab is a rectangular hole. By having the hole rectangular, a secure engagement is obtained with a tab which also has a rectangular shape. In this way, positioning in the lateral direction is achieved by dimensioning the tab so that it has a width that fits into the width of the rectangular hole.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at den anden flig i det andet skinneprofil er S-formet og indrettet for at gå i indgreb med hullet i en første flig. Med en S-form på den første flig, opnås der på særlig enkel måde en fjedrende virkning. Når S-formen bukkes delvis ud af planet fra flangen, vil den kunne bukkes til en sådan position, at den etablerer en større eller mindre fjederkraft og dermed sikkert indgreb.According to a further embodiment, the system according to the invention is characterized in that the second tab in the second rail profile is S-shaped and arranged to engage the hole in a first tab. With an S-shape on the first tab, a resilient effect is obtained in a particularly simple manner. When the S-shape is partially bent out of the plane from the flange, it will be able to bend to such a position as to establish a greater or less spring force and thus secure engagement.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at den anden flig er dannet af en udstanset del af det andet skinneprofils centrale flange, og at den anden flig er forbundet med den centrale flange langs en bukkelinie og er bukket til en position udenfor på den centrale flange. Ved det andet profil er det væsentligste forhold, at der er placeret to modstående flanger. Profilet kan således have forskellige profilformer, idet flangeelementet, som forbinder de to forskellige flanger, kan være placeret centralt, på skråt eller ved den ene side.According to a further embodiment, the system according to the invention is characterized in that the second tab is formed of a punched part of the central flange of the second rail profile and that the second tab is connected to the central flange along a bending line and is bent to an outside position on the the central flange. In the second profile, the most important factor is that two opposing flanges are placed. Thus, the profile may have different profile shapes, the flange element connecting the two different flanges being centrally, at an angle or at one side.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at det andet profil er et U-, H- eller Z-formet profil. Det er blot vigtigt, at der etableres to modstående flanger.According to a further embodiment, the system according to the invention is characterized in that the second profile is a U-, H- or Z-shaped profile. It is only important that two opposing flanges be established.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at gitterbjælken er monteret til tagremmen via en spærfod, der omfatter to modstående femte skinneprofiler. I tagkonstruktionen anvendes den ovenfor spærfod til fastgørelse af gitterbjælken til tagremmen. Idet der anvendes to modstående femte skinneprofiler, vil også spærfoden kunne være fremstillet på forhånd.According to a further embodiment, the system according to the invention is characterized in that the lattice beam is mounted to the roof belt via a locking foot comprising two opposing fifth rail profiles. In the roof construction, the above barrel foot is used to attach the lattice beam to the roof strap. Using two opposing fifth rail profiles, the locking foot may also be manufactured in advance.

Spærfoden kan være samlet om gitterbjælken på forhånd eller samles på stedet, afhængigt af hvad der er mest hensigtsmæssigt. Ved at samle spærfodens to modstående skinneprofiler omkring gitterbjælken på stedet, er der et mindre pladsbehov ved transport af gitterbjælkerne i sammenligning med gitterbjælker, som allerede er forudmon-terede for dannelse af tagprofilet.The locking foot may be assembled around the lattice beam in advance or assembled on site, whichever is most appropriate. By assembling the two opposing rail profiles of the rafter around the grid beam on site, there is a less space requirement for transporting the grid beams compared to grid beams which are already pre-assembled to form the roof profile.

Ved et sadeltag anvendes der ved toppen, hvor to gitterbjælker støder mod hinanden, ligeledes modstående skinneprofiler til den indbyrdes forbindelse af de to gitterbjælker.In a saddle roof, at the top, where two lattice beams abut each other, opposite rail profiles are also used for the interconnection of the two lattice beams.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at de to modstående flanger i det andet skinneprofil omfatter med foruddefineret indbyrdes afstand tilvejebragte forbindelsesorganer til samvirkning med modsvarende forbindelsesorganer på det tredje skinneprofil.According to a further embodiment, the system according to the invention is characterized in that the two opposing flanges in the second rail profile comprise at predefined mutually provided connecting means for cooperating with corresponding connecting means on the third rail profile.

Idet det andet skinneprofil, som benyttes til stolperne, er forsynet med forbindelsesorganer, der har en foruddefineret indbyrdes afstand, er det muligt at placere de vandrette bjælker med afstanden svarende til den indbyrdes afstand mellem forbindelsesorganerne eller alternativt ved at placere de vandrette bjælker mellem hvert andet eller tredje forbindelsesorgan i en lodret stolpe.Since the second rail profile used for the posts is provided with connecting means having a predefined spacing, it is possible to position the horizontal beams with the distance corresponding to the spacing between the connecting members or alternatively by placing the horizontal beams between each other or third connecting member in a vertical post.

Herved sikres korrekt montage af de vandrette bjælker. Forbindelsesorganeme, som benyttes mellem de vandrette bjælker og de lodrette stolper, kan være af den type, som er beskrevet i verserende patentansøgning og indleveret af samme opfinder, som nærværende opfindelse.This ensures proper mounting of the horizontal beams. The connecting means used between the horizontal beams and the vertical posts may be of the type described in the pending patent application and filed by the same inventor as the present invention.

Det tredje skinneprofil, som benyttes til de vandrette bjælker, er ved ydersiden, som vender væk fra vægkonstruktionen, forsynet med forbindelsesorganer, hvortil beklædning selementer til udvendig eller indvending facade kan monteres.The third rail profile used for the horizontal beams is provided at the exterior facing away from the wall structure with connecting means to which cladding elements for exterior or interior facade can be mounted.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at der på stolper er fastgjort et første vinkelbeslag til fastgørelse af vandrette rammeprofiler for montering af vinduer og døre i vægkonstruktionen, idet det første vinkelbeslag omfatter koblingsorganer, som samvirker med modsvarende koblingsorganer i enden af det vandrette rammeprofil.According to a further embodiment, the system according to the invention is characterized in that a first angle bracket is fixed to posts for fixing horizontal frame profiles for mounting windows and doors in the wall structure, the first angle bracket comprising coupling means which cooperate with corresponding coupling means at the end of it. horizontal frame profile.

Da vinduer og døre ofte vil kræve specielle karme, er det en fordel, at der er vinkelbeslag på stolperne. Hertil kan der fastgøres vandrette rammeprofiler, som benyttes ved top eller bund af et vindue eller en dør. Dette første vinkelbeslag har koblingsorganer, som samvirker med modsvarende koblingsorganer i enden af det vandrette rammeprofil.As windows and doors will often require special frames, it is advantageous to have angular brackets on the posts. For this, horizontal frame profiles can be attached, which are used at the top or bottom of a window or door. This first angular bracket has coupling means which cooperate with corresponding coupling means at the end of the horizontal frame profile.

Det foretrækkes, at de vandrette rammeprofiler er identiske med det andet skinneprofil. Således kan profilerne være forsynet med huller svarende til hullerne i den anden flig på det andet skinneprofil. Herved vil det første vinkelbeslag fordelagtigt være fremstillet med fjedrende flige, som er beregnet til indgreb i hullerne på de vandrette rammeprofiler.It is preferred that the horizontal frame profiles be identical to the second rail profile. Thus, the profiles may be provided with holes corresponding to the holes in the second tab of the second rail profile. Hereby, the first angular bracket will advantageously be provided with resilient lugs which are intended for engagement in the holes of the horizontal frame profiles.

En omvendt konstruktion, hvor fligene er en del af de vandrette rammeprofiler, og hullerne er tilvejebragt på vinkelbeslagene, er også mulig.An inverted construction where the tabs are part of the horizontal frame profiles and the holes provided on the angle brackets is also possible.

Selv om det er nemt, at de fjedrende flige er placeret på en central flange, vil det også være muligt at placere de fjedrende flige på to sideflanger i et U-formet profil. Således kan der opnås en sammenkobling, hvor der er større styrke, idet der kan anvendes flere flige til sammenkoblingen af skinneprofiler, uanset om der er tale om det første, andet eller tredje skinneprofil.Although it is easy for the resilient lugs to be placed on a central flange, it will also be possible to place the resilient lugs on two side flanges in a U-shaped profile. Thus, an interconnection can be obtained where there is greater strength, since more tabs can be used for the interconnection of rail profiles, whether the first, second or third rail profile.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at der imellem to vandrette rammeprofiler er monteret mindst et lodret rammeprofil for montering af vinduer og døre, der har mindre bredde end afstanden mellem to stolper i vægkonstruktionen, og at der på et vandret rammeprofil er monteret et andet vinkelbeslag til fastgørelse af det lodrette rammeprofil, idet det andet vinkelbeslag omfatter koblingsorganer, som samvirker med modsvarende koblingsorganer i enden af det lodrette rammeprofil.According to a further embodiment, the system according to the invention is characterized in that between two horizontal frame profiles there is mounted at least one vertical frame profile for mounting windows and doors having less width than the distance between two posts in the wall structure and that on a horizontal frame profile there is mounted another angular bracket for securing the vertical frame profile, the second angular bracket comprising coupling means which cooperate with corresponding coupling means at the end of the vertical frame profile.

For at kunne montere vinduer eller døre, der har mindre bredde end afstanden mellem to efterfølgende stolper i vægkonstruktionen, er der imellem to over hinanden anbragte vandrette rammeprofiler placeret mindst et lodret rammeprofil.In order to be able to mount windows or doors having a smaller width than the distance between two subsequent posts in the wall structure, at least one vertical frame profile is arranged between two superimposed horizontal frame profiles.

Alternativt kan et lodret rammeprofil også være placeret mellem et vandret rammeprofil og en fodrem eller en tagrem. Dette afhænger af, hvor bygningsåbningen er placeret. På det andet rammeprofil er der monteret et andet vinkelbeslag, hvortil det lodrette rammeprofil kan fastgøres. Det andet vinkelbeslag vil fortrinsvis være udformet med en C-form eller krogform, således at det kan svinges ind over de vandrette rammeprofiler og forskydes langs disse. Herved bliver det muligt at justere størrelsen på den vægåbning, som dannes i vægkonstruktionen. Det andet vinkelbeslag omfatter koblingsorganer, som samvirker med modsvarende koblingsorganer i de lodrette rammeprofiler.Alternatively, a vertical frame profile may also be located between a horizontal frame profile and a foot strap or a roof strap. This depends on where the building opening is located. A second angle bracket is mounted on the second frame profile to which the vertical frame profile can be attached. Preferably, the second angle bracket will be of a C shape or hook shape so that it can be pivoted over the horizontal frame profiles and displaced along them. This makes it possible to adjust the size of the wall opening formed in the wall structure. The second angular bracket comprises coupling means which cooperate with corresponding coupling means in the vertical frame profiles.

Ifølge en yderligere udførelsesform er systemet ifølge opfindelsen særpræget ved, at det andet vinkelbeslag er U-formet for at kunne svinges over det vandrette rammeprofil og kunne forskydes langs dette til en ønsket position for det lodrette rammeprofil, og at det omfatter en tredje flig, der er ombukket, så den er anbragt under en vinkel i forhold til det vandrette rammeprofil, og som omfatter koblingsorganerne.According to a further embodiment, the system according to the invention is characterized in that the second angular bracket is U-shaped to be pivoted over the horizontal frame profile and can be displaced along it to a desired position for the vertical frame profile, and comprising a third tab which is folded so that it is positioned at an angle to the horizontal frame profile and comprising the coupling means.

Som nævnt vil forskydningen muliggøre en mere fleksibel størrelse af den bygningsåbning, som kan dannes i vægkonstruktionen.As mentioned, the displacement will allow for a more flexible size of the building opening which can be formed in the wall structure.

Såfremt det forskydelige vandrette rammeprofil er udformet med en flig, der er ombukket, så den er anbragt under en vinkel i forhold til det vandrette rammeprofil og samtidig omfatter koblingsorganer i form af et hul, så vil samlingen mellem de vandrette rammeprofiler og de lodrette rammeprofiler ligeledes kunne etableres ved anvendelse af den fjedrende flig, som allerede er omtalt i forbindelse med de øvrige skinneprofiler.If the slidable horizontal frame profile is formed with a flap which is folded so that it is positioned at an angle to the horizontal frame profile and at the same time comprises coupling means in the form of a hole, then the joint between the horizontal frame profiles and the vertical frame profiles will likewise could be established using the resilient tab already mentioned in connection with the other rail profiles.

Med et system ifølge opfindelsen er det således muligt at etablere et meget enkelt system, hvor sammenkoblingen af forskellige elementer kan ske ved anvendelse af tilsvarende eller helt identiske elementer.Thus, with a system according to the invention, it is possible to establish a very simple system where the interconnection of different elements can be effected using similar or completely identical elements.

Det er ligeledes muligt, at både lodrette og vandrette rammeprofiler kan være identiske, og at disse lodrette og vandrette rammeprofiler kan være identiske med de skilleprofiler, som er benyttet til stopler og/eller til vægkonstruktionens fodremme og tagremme.It is also possible that both vertical and horizontal frame profiles may be identical and that these vertical and horizontal frame profiles may be identical to the dividing profiles used for stopers and / or for the wall and foot straps of the wall structure.

Således vil det være meget enkelt at fremstille skinneprofilerne til bygningskonstruktionen.Thus, it will be very simple to manufacture the rail profiles for the building structure.

Det foretrækkes, at skinneprofiler til fodrem og tagrem udgøres af stålprofiler.It is preferred that rail profiles for foot straps and roof straps are made of steel profiles.

Ved systemet ifølge opfindelsen er det muligt, at der mellem de vandrette bjælker placeres monteringsprofiler, der er præfabrikeret, og som benyttes til montering af for eksempel stikdåser. Sådanne stikdåseprofiler kan være fremstillet med udstansede huller og være forsynet med profiler, hvor der er tilvejebragt forbindelsesorganer i form af flige, der kan bukkes omkring flangerne i de vandrette bjælker, således at der også her kan undgås anvendelse af værktøj ved montering af stikdåseprofileme.In the system according to the invention, it is possible to place mounting profiles which are prefabricated and used for mounting, for example, sockets between the horizontal beams. Such socket profiles may be made with punched holes and provided with profiles which provide connecting means in the form of tabs which can be bent around the flanges of the horizontal beams, so that tools can also be avoided here when mounting the socket profiles.

Med opbygning af tagkonstruktionen vil der kunne anvendes et sjette skinneprofil, som benyttes til dannelse af tværstivere/lægter.With the construction of the roof structure, a sixth rail profile can be used, which is used to form cross struts / laths.

Ved at fremstille sådanne sjette skinneprofiler med indbyrdes veldefinerede åbninger, hvori gitterbjælkeme kan optages, vil disse spær/tværstivere kunne anvendes for at sikre korrekt indbyrdes positionering af tagkonstruktionens gitterbjælker.By producing such sixth rail profiles with mutually well-defined openings in which the lattice beams can be accommodated, these rafters / cross-braces can be used to ensure proper positioning of the lattice beams of the roof structure.

Det bemærkes, at gitterbjælkeme kan være monteret i en spærfod på en sådan måde, at de forlænges ud over spærfoden, hvorved der kan dannes et udhæng for bygningen. Ved den ydre ende af gitterbjælkernes modstående fjerde skinneprofiler vil der være tilvejebragt et forbindelsesprofil, som giver mulighed for montering af forskellige facadeelementer, stembrædder og lignende på udhænget.It is noted that the lattice beams may be mounted in a locking foot in such a way that they are extended beyond the locking foot, thereby forming an overhang for the building. At the outer end of the opposite fourth rail profiles of the lattice beams, there will be provided a connection profile which allows mounting of different facade elements, voice boards and the like on the hanging.

Det bemærkes, at gitterbjælkerne, som benyttes i tagkonstmktionen, ligeledes kan benyttes som en gulvkonstmktion. Således kan gitterbjælker være placeret under et gulv i bygningskonstmktionen og herved danne mellemrum for afløbsinstallationer til kloak og lignende.It should be noted that the lattice beams used in the roof construction can also be used as a floor construction. Thus, lattice beams may be placed under a floor in the building construction, thereby forming spaces for drains for sewers and the like.

Gulvkonstmktionen kan være tilvejebragt ved, at gitterbjælker placeres inden for fundamentsblokke, hvorpå fodremmen er placeret. Konstmktionen kan være fremstillet, således at der etableres en krybekælder under gitterbjælkeme eller på en sådan måde, at gitterbjælkerne er lagt op på et støbt fundament.The floor construction may be provided by placing lattice beams within the foundation blocks on which the foot strap is placed. The construction can be made so that a crawler basement is established under the lattice beams or in such a way that the lattice beams are laid on a molded foundation.

T egningsbeskri velseCharacter description

Opfindelsen vil i det efterfølgende forklares nærmere under henvisning til den medfølgende tegning, hvorThe invention will be explained in more detail below with reference to the accompanying drawing, in which

Fig. 1 viser en principiel opbygning af en bygning, hvori der er anvendt et sy stem ifølge den foreliggende opfindelse,FIG. Figure 1 shows a basic structure of a building using a system according to the present invention;

Fig. 2 viser en detalje ved opbygningen af soklen og en fodrem i den i fig. 1 viste bygning,FIG. 2 shows a detail of the structure of the base and a foot strap in the embodiment of FIG. 1,

Fig. 3 viser et forstørret billede af den i fig. 2 viste konstmktionFIG. 3 is an enlarged view of the embodiment of FIG. 2

Fig. 4 viser et princip med en væg med en forvæg og en bagvæg monteret på fodremmen,FIG. 4 shows a principle with a wall with a front wall and a rear wall mounted on the foot strap,

Fig. 5 viser en detalje ved montering af en stolpe på en fodrem eller en tagrem,FIG. 5 shows a detail of mounting a post on a foot strap or a roof strap,

Fig. 6 viser et forstørret billede, delvis i snit, gennem den i fig. 5 viste forbin delse,FIG. 6 shows an enlarged view, partly in section, of the one shown in FIG. 5,

Fig. 7 viser et princip for montering af inderbeklædning på en vægkonstrukti on,FIG. 7 shows a principle for mounting of interior lining to a wall structure,

Fig. 8 viser en detalje ved opbygningen af indervægsbeklædningen,FIG. 8 shows a detail of the structure of the inner wall covering,

Fig. 9 viser en detalje ved montering af stikdåseprofil i en indervæg,FIG. 9 shows a detail of mounting the socket profile in an inner wall,

Fig. 10 viser et forstørret billede af det i fig. 9 viste stikdåseprofil,FIG. 10 is an enlarged view of the embodiment of FIG. 9 socket profile,

Fig. 11 viser en detalje ved montering af stikdåseprofilet, som er vist i fig. 9 og 10,FIG. 11 shows a detail of mounting the socket profile shown in FIG. 9 and 10,

Fig. 12 viser et princip for dannelse af en åbning til montering af vindue i vægkonstruktionen, der er opbygget med et system ifølge opfindelsen,FIG. 12 shows a principle for forming an opening for mounting windows in the wall structure constructed with a system according to the invention,

Fig. 13 viser detaljer ved den i fig. 12 viste konstruktion,FIG. 13 shows details of the embodiment of FIG. 12,

Fig. 14 og 15 viser yderligere detaljer ved montering af rammeprofileme, som er vist i fig. 12 og 13,FIG. 14 and 15 show further details of mounting the frame profiles shown in FIG. 12 and 13,

Fig. 16 viser billede af en spærfod, som benyttes til montering af en gitterbjælke på tagremmen,FIG. 16 is a view of a locking foot used for mounting a lattice beam on the roof strap,

Fig. 17 og 18 viser detaljer ved montering af to gitterbjælker til hinanden i en sadeltagskonstruktion,FIG. 17 and 18 show details of mounting two lattice beams to each other in a saddle roof structure,

Fig. 19 viser hvorledes tagkonstruktionens gitterbjælker er indbyrdes forbundne med et sjette skinneprofil,FIG. 19 shows how the lattice beams of the roof structure are interconnected with a sixth rail profile,

Fig. 20 viser det sjette skinneprofil, som anvendt i fig. 19,FIG. 20 shows the sixth rail profile as used in FIG. 19

Fig. 21 viser afslutningen af en gitterbjælke ved et tagudhæng,FIG. 21 shows the end of a lattice beam at a roof overhang,

Fig. 22 viser en anden udførelsesform for en bygning med ensidig taghældning, og hvori der er anvendt et system ifølge opfindelsen, og Fig. 23-25 viser forskellige skinneprofiler, som indgår i et system ifølge opfindelsen.FIG. 22 shows another embodiment of a one-sided roof pitch building in which a system according to the invention has been used; and FIG. 23-25 show various rail profiles which are part of a system according to the invention.

Detaljeret beskrivelse af opfindelsen I det efterfølgende beskrives opfindelsen nærmere under henvisning til forskellige figurer, hvor identiske eller tilsvarende elementer har fået samme henvisningsbetegnelse. Således vil alle konstruktionselementer ikke forklares detaljeret i forbindelse med hver enkelt figur.DETAILED DESCRIPTION OF THE INVENTION In the following, the invention is described in more detail with reference to various figures in which identical or similar elements have been given the same reference numerals. Thus, not all structural elements will be explained in detail in connection with each figure.

Fig. 1 viser en bygning 11, der er opstillet på et fundament 12. Bygningen omfatter en fodrem 13, en tagrem 14, lodrette stolper 15, der er placeret mellem fodremmen 13 og tagremmen 14. Bygningen omfatter endvidere vandrette bjælker 16. Disse elementer benyttes til fremstilling af bygningens vægkonstruktion 17. Bygningen omfatter endvidere en tagkonstruktion 18.FIG. 1 shows a building 11 which is arranged on a foundation 12. The building comprises a foot strap 13, a roof strap 14, vertical posts 15 located between the foot strap 13 and the roof strap 14. The building further comprises horizontal beams 16. These elements are used for manufacturing of the building wall structure 17. The building further comprises a roof structure 18.

I den viste bygning er der endvidere defineret en vinduesåbning 19.Furthermore, a window opening 19 is defined in the building shown.

I fig. 2 og 3 er der en mere detaljeret figur af opbygningen af fundamentet 12. Soklen består af fundamentsblokke 4. Disse er fortrinsvis forsynet med EPS-kerne. Imellem ydre og indre fundamentsblokke 4 er der placeret en isolering 3. Dette er fortrinsvis EPS (flamingo).In FIG. 2 and 3 there is a more detailed figure of the structure of the foundation 12. The base consists of foundation blocks 4. These are preferably provided with an EPS core. An insulation 3 is placed between outer and inner foundation blocks 4, which is preferably EPS (flamingo).

Oven over soklen er der placeret en fugtspærre 2. Dette er fortrinsvis EPDM gummimembran. Den har fortrinsvis en tykkelse på 5 mm.Above the base is a moisture barrier 2. This is preferably EPDM rubber membrane. It preferably has a thickness of 5 mm.

Denne fugtspærre kan benyttes til nivellering af eventuelle ujævnheder for den ovenpå anbragte fodrem 13.This moisture barrier can be used to level up any unevenness of the top strap 13.

Fodremmen 13 omfatter et skinneprofil 1, der er tilvejebragt i form af et L-formet stålprofil. Der er tilvejebragt et første skinneprofil 1 ved en forvæg 20 og en bagvæg 21.The foot strap 13 comprises a rail profile 1 provided in the form of an L-shaped steel profile. A first rail profile 1 is provided at a front wall 20 and a rear wall 21.

Imellem de to første skinneprofiler 1 er der tilvejebragt et afstandsprofil 22. Afstandsprofilet 22 sikrer den korrekte indbyrdes placering af de to første skinneprofiler 1, således at der herved opnås en veldefineret tykkelse på vægkonstruktionen.Between the first two rail profiles 1, a spacer profile 22 is provided. The spacer profile 22 ensures the correct mutual positioning of the first two rail profiles 1 so as to achieve a well-defined thickness of the wall structure.

Som det ses af fig. 2 og 3 er bagvæggen 21 forsynet med en yderbeklædning 5. Yderbeklædningen 5 kan vælges mellem skifer, malet aluminium, facadesten, eternit og andre facadebeklædningen, som ønskes anvendt.As seen in FIG. 2 and 3, the back wall 21 is provided with an outer cladding 5. The outer cladding 5 can be selected from slate, painted aluminum, facade stone, eternite and other facade cladding as desired.

I den viste udformning er der anvendt et power board 7 som yderbeklædning.In the embodiment shown, a power board 7 has been used as outer covering.

Yderbeklædningen er monteret på et tredje skinneprofil 6. Dette skinneprofil er Z-formet og fortrinsvis fremstillet af søbestandig aluminium. Dette tredje skinneprofil 6 er monteret på lodrette stolper 15, som er dannet af et andet skinneprofil 23. Det andet skinneprofil 23 er anbragt imellem et første skinneprofil i fodremmen og tagremmen i vægkonstruktionens bagvæg og forvæg.The outer covering is mounted on a third rail profile 6. This rail profile is Z-shaped and preferably made of sea-resistant aluminum. This third rail profile 6 is mounted on vertical posts 15 formed by a second rail profile 23. The second rail profile 23 is arranged between a first rail profile in the foot belt and the roof belt in the rear wall and front wall of the wall structure.

Fig. 4 viser tydeligere, hvorledes de anden skinneprofiler 23 er placeret på de første skinneprofiler. De første skinneprofiler er forsynet med flige 24, der er anbragt med en foruddefineret afstand. Det første skinneprofil 1 er dannet som et L-formet profil med en lodret flange 25 og en vandret flange 26. Fligene er ombukket langs en bukkelinie 47 fra den vandrette flange 26. Fligene benyttes, således som det vil forklares i det følgende, til montering af det andet skinneprofil.FIG. 4 shows more clearly how the second rail profiles 23 are placed on the first rail profiles. The first rail profiles are provided with tabs 24 spaced at a predefined distance. The first rail profile 1 is formed as an L-shaped profile with a vertical flange 25 and a horizontal flange 26. The flaps are folded along a bending line 47 from the horizontal flange 26. The flaps are used, as will be explained below, for mounting. of the second rail profile.

Fig. 5 og 6 viser tydeligere, hvorledes en flig 24 er bukket ud af planet for den vandrette flange 26. Fligen 24 er forsynet med et hul 27. Hullet 27 tjener til modtagelse af en elastisk fjedrende flig 28 i det andet skinneprofil 23.FIG. 5 and 6 show more clearly how a tab 24 is bent out of the plane of the horizontal flange 26. The tab 24 is provided with a hole 27. The hole 27 serves to receive an elastic resilient tab 28 in the second rail profile 23.

Det andet skinneprofil 23 omfatter to modstående flanger 29, 30, der er indbyrdes forbundet af en central flange 31, således at der dannes et U-formet profil. Fligen 28 er udstanset og udpresset fra den centrale flange 31.The second rail profile 23 comprises two opposing flanges 29, 30 which are interconnected by a central flange 31 so as to form a U-shaped profile. The tab 28 is punched and extruded from the central flange 31.

Fligen 28 har en S-formet konfiguration, således at en central del 32 af fligen på fjedrende måde presses ind i hullet 27, når det andet skinneprofil 23 presses ned i anlæg mod det første skinneprofil 1. Herved etableres en indbyrdes fastholdelse og en korrekt positionering af de to skinneprofiler. Denne indbyrdes fastholdelse etablerer en sikker fiksering under montage af bygningen. Efterfølgende vil de to skinneprofiler fastgøres permanent til hinanden, for eksempel ved sømning med en gaspistol eller ved nitning eller med andre passende permanente forbindelser mellem de to skinneprofiler.The tab 28 has an S-shaped configuration such that a central portion 32 of the tab is resiliently pressed into the hole 27 when the second rail profile 23 is pressed into abutment against the first rail profile 1. This establishes a mutual holding and proper positioning. of the two rail profiles. This interlocking ensures a secure fixing during the installation of the building. Subsequently, the two rail profiles will be permanently attached to each other, for example, by nailing with a gas gun or by riveting or with other suitable permanent connections between the two rail profiles.

Fig. 7 og 8 viser montering af en indervæg. Indervæggen omfatter en gipsbeklædning 8. I fig. 7 ses samtidig en dampspærre 10, som er monteret uden på en isolering 33 i mellemrummet imellem forvæggen og bagvæggen. Indervæggen er monteret på vand rette bjælker, der er dannet af et tredje skinneprofil 6 svarende til det tredje skinneprofil 6, som benyttes ved ydervæggens beklædning.FIG. 7 and 8 show mounting of an inner wall. The inner wall comprises a plaster covering 8. In fig. 7, there is also seen a vapor barrier 10 mounted outside an insulation 33 in the space between the front wall and the rear wall. The inner wall is mounted on water-straight beams formed by a third rail profile 6 corresponding to the third rail profile 6 used in the outer wall cladding.

Uanset om der er tale om beklædning af ydervæggen eller af indervæggen vil det tredje skinneprofil 6 være et Z-formet profil, der har en flange, som er i anlæg mod det andet skinneprofil 23 og en flange, hvorpå ydervægsbeklædningen eller indervægsbe-klædningen monteres.Regardless of the lining of the outer wall or of the inner wall, the third rail profile 6 will be a Z-shaped profile having a flange abutting the second rail profile 23 and a flange on which the outer wall covering or the inner wall covering is mounted.

Som det ses af fig. 8, er der en spalte 34 mellem gipsvæggen 8’s bagside og isoleringen 33. Spalten 34 er beregnet til føring af kabler og rør. Således kan al føringsarbejde foretages på den indvendige side af dampspærren 10, som er monteret på isoleringen 33. Der er således ikke risiko for gennembrydning af damspærre.As seen in FIG. 8, there is a gap 34 between the backside of the drywall 8 and the insulation 33. The gap 34 is intended for conducting cables and pipes. Thus, all guide work can be done on the inner side of the vapor barrier 10, which is mounted on the insulation 33. There is thus no risk of breakthrough of the vapor barrier.

Som det fremgår af ovenstående, og som det især ses af fig. 4, er de anden skinneprofiler 23 anbragt forsat i forhold til hinanden i forvæggen og bagvæggen. Herved minimeres risikoen for kuldebroer gennem vægkonstruktionen.As can be seen from the above, and as seen in particular in FIG. 4, the second rail profiles 23 are positioned in relation to each other in the front wall and the rear wall. This minimizes the risk of cold bridges through the wall construction.

Fig. 9-11 viser visse specielle forhold omkring monteringen af et stikdåseprofil 35. Stikdåseprofilet 35 er monteret imellem et tredje skinneprofil 6 og et første skinneprofil 1.FIG. Figures 9-11 show certain special conditions regarding the mounting of a socket profile 35. The socket profile 35 is mounted between a third rail profile 6 and a first rail profile 1.

Stikdåseprofilet kan være forsynet med forskellige åbninger. Det foretrækkes, at der er lokket åbninger med 0 63 for at passe til standardmål for samledåser.The socket profile may be provided with various openings. It is preferred that apertures are closed with 0 63 to suit standard dimensions for junction boxes.

Der vil være mulighed for at montere i alt tre åbninger over hinanden imellem hver af de tredje skinneprofiler 6, som danner de vandrette bjælker henholdsvis det første skinneprofil 1, som danner fodremmen. Det bemærkes, at stikdåseprofilet 35 kan forskydes i vandret retning. Stikdåseprofilet 35 monteres uden brug af værktøj. I hver ende har stikdåseprofilet en ombukket flig 36. Som det ses af fig. 11, vil denne flig benyttes til indgreb i en spalte i det tredje skinneprofil 6 og ombukkes omkring en central del af dette Z-formede profil.There will be a possibility of mounting a total of three openings over each other between each of the third rail profiles 6, which form the horizontal beams and the first rail profile 1, respectively, which form the foot strap. It is noted that the socket profile 35 can be displaced in the horizontal direction. The socket profile 35 is mounted without the use of tools. At each end, the socket profile has a folded tab 36. As seen in FIG. 11, this tab will be used to engage a slit in the third rail profile 6 and be wrapped around a central portion of this Z-shaped profile.

Herved fikseres stikdåseprofilet 35. Efter den midlertidige montering kan stikdåseprofilet sømmes eller nittes for en permanent fastgørelse.Hereby the socket profile 35. is fixed after the temporary installation, the socket profile can be stitched or riveted for permanent attachment.

Fig. 12 og 13 viser hvorledes der dannes en vinduesåbning 19 eller døråbning i en bygningskonstruktion. Fig. 14 og 15 viser detaljer ved denne vindue s åbning.FIG. 12 and 13 show how a window opening 19 or doorway is formed in a building structure. FIG. 14 and 15 show details at the opening of this window.

Det ses her, at der på det andet skinneprofil 23 er fastgjort et første vinkelbeslag 37. Hertil fastgøres et vandret rammeprofil 38. Rammeprofilet monteres ved et vinkelprofil 37 i hver ende, idet vinkelprofilet har en elastisk fjedrende flig 28, som svarer til den flig, som er vist i fig. 5 og 6. Den elastisk fjedrende flig 28 samvirker med et hul 39, som er udstanset i det vandrette rammeprofil 38 ved enden af dette rammeprofil 38.It will be seen here that on the second rail profile 23 is attached a first angular bracket 37. To this is attached a horizontal frame profile 38. The frame profile is mounted at an angular profile 37 at each end, the angular profile having an elastic resilient tab 28 corresponding to the tab. shown in FIG. 5 and 6. The resilient spring tab 28 cooperates with a hole 39 punched in the horizontal frame profile 38 at the end of this frame profile 38.

Imellem to vandrette rammeprofiler 38 er der tilvejebragt mindst et lodret rammeprofil 40 for afgrænsning af en vinduesåbning eller døråbning, som har en mindre bredde end afstanden mellem to efterfølgende andre skinneprofiler 23, som udgør stolperne i vægkonstruktionen.Between two horizontal frame profiles 38 there is provided at least one vertical frame profile 40 for defining a window opening or door opening having a width less than the distance between two subsequent other rail profiles 23 constituting the posts of the wall structure.

På den vandrette rammeprofil 38 er der, således som vist i fig. 15, monteret et andet vinkelbeslag 41. Dette er placeret forskydeligt i længderetningen af det vandrette rammeprofil 38. Yinkelbeslaget har en første flange 42 til indgreb med undersiden af rammeprofilet og en mellemliggende flangedel 43, som er i indgreb mod siden af rammeprofilet 38 samt en tredje flangedel 44, som er beregnet til at ligge an ved oversiden af et rammeprofil henholdsvis undersiden af et rammeprofil, afhængigt af om rammeprofilet er placeret ved den øvre eller nedre ende af et lodret rammeprofil 40. I den tredje flangedel 44 er der en ombukket del 45, hvori der er tilvejebragt en åbning 46. Åbningen 46 tjener til samvirkning med en elastisk flig 28 fra det lodrette rammeprofil 40. Det andet vinkelbeslag kan forskydes til en ønsket position, som afhænger af bredden på den vinduesåbning, som ønskes etableret.On the horizontal frame profile 38, as shown in FIG. 15, mounted a second angular bracket 41. This is displaceable longitudinally of the horizontal frame profile 38. The angular bracket has a first flange 42 for engagement with the underside of the frame profile and an intermediate flange portion 43 which engages the side of the frame profile 38 as well as a third flange portion 44, which is intended to abut at the top of a frame profile or the underside of a frame profile, respectively, depending on whether the frame profile is located at the upper or lower end of a vertical frame profile 40. In the third flange portion 44, there is a folded portion 45 in which an aperture 46 is provided. The aperture 46 serves to cooperate with an elastic tab 28 from the vertical frame profile 40. The second angular bracket may be displaced to a desired position depending on the width of the window aperture desired to be established.

Det første vinkelbeslag 37 kan forskydes i højderetningen langs det andet skinneprofil 23, således at det vandrette rammeprofil 38 placeres i en ønsket højde.The first angular bracket 37 can be displaced in the vertical direction along the second rail profile 23, so that the horizontal frame profile 38 is placed at a desired height.

Efter den midlertidige fiksering kan elementerne indbyrdes fikseres permanent ved sømning med gaspistol, nitning eller med anden permanent fastgørelse.After the temporary fixing, the elements can be permanently fixed to one another by nailing with a gas gun, riveting or with other permanent attachment.

Fig. 16 viser detaljer ved tagkonstruktionen 18. Som det ses af fig. 1, omfatter tagkonstruktionen to gitterbjælker 48. Hver gitterbjælke er dannet af to modstående fjerde skinneprofiler 49, hvorimellem femte skinneprofiler 50 er monteret for dannelse af gitterkonstruktionen. Gitterbjælken er monteret på tagremmen 14 ved hjælp en spærfod 51. Spærfoden 51 er dannet af et bukket pladeprofil 52, således at der er dannet en sideflange på hver side af gitterbjælken 48 og en bundflange, der kan fastgøres på tagremmen.FIG. 16 shows details of the roof structure 18. As seen in FIG. 1, the roof structure comprises two lattice beams 48. Each lattice beam is formed by two opposing fourth rail profiles 49, between which fifth rail profiles 50 are mounted to form the lattice structure. The lattice beam is mounted on the roof belt 14 by means of a latch 51. The latch 51 is formed by a bent plate profile 52, so that a side flange is formed on each side of the lattice beam 48 and a bottom flange which can be fixed to the roof belt.

Fig. 17 og 18 viser konstruktionen af et sadeltag, hvor de to gitterbjælker 48 er monteret ved hjælp af to syvende skinneprofiler 53, der monteres på hver side af gitterbjælkerne. Som vist i fig. 18 monteres de syvende skinneprofiler med sømning, med gaspistol, nitning eller anden permanent samling på de to tilstødende gitterbjælker.FIG. 17 and 18 show the construction of a saddle roof where the two grid beams 48 are mounted by means of two seventh rail profiles 53 mounted on each side of the grid beams. As shown in FIG. 18, the seventh rail profiles are fitted with nailing, with gas gun, riveting or other permanent assembly on the two adjacent grid beams.

De to syvende skinneprofiler er identiske.The two seventh rail profiles are identical.

Fig. 19 og 20 viser et sjette skinneprofil 54, der benyttes som afstivning for gitterbjælkerne 48 i tagkonstruktionen. I det sjette skinneprofil 54 er der tilvejebragt åbninger 55 med veldefineret indbyrdes afstand. Herved positioneres gitterbjælkerne i tagkonstruktionen korrekt i forhold til hinanden. De sjette skinneprofiler 54 fungerer således som spær/tværstivere.FIG. 19 and 20 show a sixth rail profile 54 which is used as a stiffener for the lattice beams 48 in the roof structure. In the sixth rail profile 54, openings 55 with well-defined spacing are provided. In this way, the lattice beams in the roof structure are positioned correctly in relation to each other. Thus, the sixth rail profiles 54 act as rafters / cross struts.

Fig. 21 viser, at gitterbjælkeme er monteret på spærfoden 51, således at de er forlænget ud over spærfoden. Herved dannes der et udhæng 56 for bygningen. Ved den ydre ende af gitterbjælkeme 48 er der tilvejebragt et forbindelsesprofil 57. Dette giver mulighed for montering af afdækningselementer, så som stembrædder eller lignende på udhænget 56.FIG. Fig. 21 shows that the lattice beams are mounted on the locking foot 51 so that they are extended beyond the locking foot. This creates an overhang 56 for the building. At the outer end of the lattice beams 48, a connecting profile 57 is provided. This allows mounting of covering elements such as voice boards or the like on the hanging 56.

Fig. 22 illustrerer en bygning, hvor tagkonstmktionen er fremstillet med ensidig hældning. Således ses, at gitterbjælkerne 48 er placeret under en vinkel i forhold til vandret. Alternativt kan bygningen være forsynet med et fladt tag, og gitterbjælkeme 48 vil da være placeret vandret ovenpå tagremmen 14.FIG. 22 illustrates a building in which the roof construction is made with one-sided slope. Thus, it is seen that the lattice beams 48 are positioned at an angle to the horizontal. Alternatively, the building may be provided with a flat roof, and the lattice beams 48 will then be placed horizontally on top of the roof belt 14.

Når en tagkonstmktion placeres kan der i toppen af ydervæggen være placeret et forstærkningsprofil. Dette forstærkningsprofil kan være et C-formet profil, som sikrer en overside, som er plan med oversiden af indervæggen. Et sådant C-profil 58 er illustreret i fig. 23. Det ses her, at der ved hver ende af C-profilet er tilvejebragt to sidestillede elastisk fjedrende flige 28 svarende til de, der er vist i fig. 5 og 6.When a roof structure is placed, a reinforcement profile may be placed at the top of the outer wall. This reinforcement profile may be a C-shaped profile which ensures an upper surface which is flush with the upper side of the inner wall. Such a C-profile 58 is illustrated in FIG. 23. It is seen here that at each end of the C profile are provided two juxtaposed elastic resilient tabs 28 similar to those shown in FIG. 5 and 6.

Fig. 24 viser den femte profilskinne 50, der kan benyttes i gitterbjælken. Ved at forsyne bjælken med indsnit 60 og tværgående perforationer 61 er det muligt at foretage en zig-zag-bukning af profilskinnen 50, således at den kan placeres inde i gitterbjælke-konstruktionens modstående profillister 49.FIG. 24 shows the fifth profile rail 50 which can be used in the lattice beam. By providing the beam with notches 60 and transverse perforations 61, it is possible to perform a zig-zag bending of the profile rail 50 so that it can be placed inside the opposite profile strips 49 of the lattice beam structure.

Fig. 25 viser profilskinnen 1, hvor der er tilvejebragt flige 24 med indbyrdes afstand.FIG. 25 shows the profile rail 1 where tabs 24 are provided with spaced apart.

Claims (12)

1. System til konstruktion af en bygning (11), der er opstillet på et fundament (12), og som omfatter en fodrem (13), en tagrem (14) og lodrette stolper (15) mellem fodrem (13) og tagrem (14), vandrette bjælker (16) samt en tagkonstruktion (18), kendetegnet ved, at - fodremmen (13) og tagremmen (14) omfatter et første skinneprofil (1) til en forvæg (20) og et første skinneprofil (1) til en bagvæg (21) i en vægkonstruktion samt et mellem disse første skinneprofiler (1) anbragt afstandselement (22), hvilket første skinneprofil (1) omfatter et vinkelprofil (37), med en i brug vandret flange (26) samt en i brug lodret flange (25), hvor der i den vandrette flange (26) med foruddefineret indbyrdes afstand er tilvejebragt første flige (24), der er ombukket, så de er anbragt under en vinkel i forhold til den vandrette flange (26), og som hver omfatter et hul (27), - tagremmen (14) kan fungere som rem i en etageadskillelse eller rem til understøtning af tagkonstruktionen (18), - hver stolpe (15) omfatter et andet skinneprofil (23), som er anbragt imellem de første skinneprofiler (1) i forvæggen (20) eller bagvæggen (21) ved position ud for de første flige (24), hvilket andet skinneprofil (23) omfatter to modstående flanger (29, 30), der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange (31), hvor der i hver ende af det andet skinneprofils centrale flange (31) er tilvejebragt en anden flig (28), som er fjedrende i forhold til den centrale flange (31), og som hver er indrettet for fjedrende indgreb i hullet (27) i den første flig (24), - hver vandret bjælke (16) omfatter et tredje skinneprofil (6), som omfatter to modstående flanger (29, 30), der er anbragt i parallelle planer, og som er indbyrdes forbundet af en central flange (31), idet den første af de modstående flanger (29, 30) er indrettet for montering på stolperne (15), og den anden af de modstående flanger (29, 30) er indrettet for montering af inderbeklædning eller yderbeklædning af forvæggen (20) henholdsvis bagvæggen (21), og - tagkonstruktion (18) en omfatter en gitterbjælke (48), der er dannet af to modstående fjerde skinneprofiler (49), hvorimellem femte skinneprofiler (50) er monteret for dannelse af gitterkonstruktionen.A system for constructing a building (11) mounted on a foundation (12) comprising a foot strap (13), a roof strap (14) and vertical posts (15) between the foot strap (13) and the roof strap ( 14), horizontal beams (16) and a roof structure (18), characterized in that - the foot belt (13) and the roof belt (14) comprise a first rail profile (1) for a front wall (20) and a first rail profile (1) for a rear wall (21) in a wall structure and a spacer element (22) disposed between these first rail profiles (1), said first rail profile (1) comprising an angular profile (37), with a horizontal flange (26) in use and a vertical use (26) flange (25), wherein in the horizontal flange (26) with predefined spacing, first flaps (24) are provided which are folded so that they are positioned at an angle to the horizontal flange (26) and each comprises a hole (27), - the roof belt (14) can act as a belt in a floor separation or belt to support the roof structure (18), - each post (15) comprises a second rail profile (23) disposed between the first rail profiles (1) in the front wall (20) or the rear wall (21) at a position next to the first lugs (24), which second rail profile (23) comprises two opposing flanges (29, 30) arranged in parallel planes, which are interconnected by a central flange (31), wherein at each end of the second rail profile's central flange (31) a different tab ( 28) which is resilient to the central flange (31) and each adapted for resilient engagement with the hole (27) in the first tab (24), - each horizontal beam (16) comprises a third rail profile (6) ) comprising two opposing flanges (29, 30) arranged in parallel planes and interconnected by a central flange (31), the first of the opposing flanges (29, 30) being arranged for mounting on the posts (15) and the other of the opposing flanges (29, 30) are arranged for mounting of the inner lining or outer cladding of the front wall (20) and the rear wall (21), respectively, and - roof structure (18) comprises a lattice beam (48) formed by two opposing fourth rail profiles (49), between which fifth rail profiles (50) are mounted for formation. of the lattice construction. 2. System ifølge krav 1, kendetegnet ved, at stolper (15, 23) i forvæggen (20) og bagvæggen (21) er forsat i forhold til hinanden, og at stolperne (15, 23) fortrinsvis er monteret i hver anden af de første flige (24) i de første skinneprofiler (1).System according to claim 1, characterized in that the posts (15, 23) in the front wall (20) and the rear wall (21) are arranged relative to each other and that the posts (15, 23) are preferably mounted in each other of the first tab (24) in the first rail profiles (1). 3. System ifølge krav 1 eller 2, kendetegnet ved, at den første flig (24) er dannet af en udstanset del af den vandrette flange (26), og at den første flig (24) er forbundet med den vandrette flange (26) langs en bukkelinie (47) og er bukket til en position vinkelret på den vandrette flange (26).System according to claim 1 or 2, characterized in that the first tab (24) is formed by a punched portion of the horizontal flange (26) and the first tab (24) is connected to the horizontal flange (26). along a bending line (47) and bent to a position perpendicular to the horizontal flange (26). 4. System ifølge krav 1, 2 eller 3, kendetegnet ved, at hullet (27) i den første flig (24) er et rektangulært hul.System according to claim 1, 2 or 3, characterized in that the hole (27) in the first tab (24) is a rectangular hole. 5. System ifølge et vilkårligt af kravene 1-4, kendetegnet ved, at den anden flig (28) i det andet skinneprofil (23) er S-formet og indrettet for at gå i indgreb med hullet (27) i en første flig (24).System according to any one of claims 1-4, characterized in that the second tab (28) in the second rail profile (23) is S-shaped and arranged to engage the hole (27) in a first tab ( 24). 6. System ifølge et vilkårligt af kravene 1-5, kendetegnet ved, at den anden flig (28) er dannet af en udstanset del af det andet skinneprofils centrale flange (31), og at den anden flig (28) er forbundet med den centrale flange (31) langs en bukkelinie (47) og er bukket til en position udenfor den centrale flange (31).System according to any one of claims 1-5, characterized in that the second tab (28) is formed by a punched portion of the central flange (31) of the second rail profile and the second tab (28) is connected to it. central flange (31) along a bending line (47) and bent to a position outside the central flange (31). 7. System ifølge et vilkårligt af kravene 1-6, kendetegnet ved, at det andet skinneprofil (23) er et U-, H- eller Z-formet profil.System according to any one of claims 1-6, characterized in that the second rail profile (23) is a U-, H- or Z-shaped profile. 8. System ifølge et vilkårligt af kravene 1-7, kendetegnet ved, at gitterbjælken (48) er monteret til tagremmen (14) via en spærfod (51), der omfatter to modstående femte skinneprofiler (50).System according to any one of claims 1-7, characterized in that the lattice beam (48) is mounted to the roof strap (14) via a locking foot (51) comprising two opposing fifth rail profiles (50). 9. System ifølge et vilkårligt af kravene 1-8, kendetegnet ved, at de to modstående flanger (29, 30) i det andet skinneprofil (23) omfatter med forud defineret indbyrdes afstand tilvejebragte forbindelsesorganer til samvirkning med modsvarende forbindelsesorganer på det tredje skinneprofil (6).System according to any one of claims 1-8, characterized in that the two opposing flanges (29, 30) in the second rail profile (23) comprise, at predefined, spaced-apart connection means for cooperating with corresponding connecting members on the third rail profile ( 6). 10. System ifølge et vilkårligt af kravene 1-9, kendetegnet ved, at der på stolper (15, 23) er fastgjort et første vinkelbeslag (37) til fastgørelse af vandrette rammeprofiler (38) for montering af vinduer og døre i vægkonstruktionen (8), idet det første vinkelbeslag (37) omfatter koblingsorganer (28), som samvirker med modsvarende koblingsorganer (28) i enden af det vandrette rammeprofil (38).System according to any one of claims 1-9, characterized in that a first angle bracket (37) is fixed to posts (15, 23) for fixing horizontal frame profiles (38) for mounting windows and doors in the wall structure (8). ), the first angular bracket (37) comprising coupling means (28) cooperating with corresponding coupling means (28) at the end of the horizontal frame profile (38). 11. System ifølge krav 10, kendetegnet ved, at der imellem to vandrette rammeprofiler (38) er monteret mindst et lodret rammeprofil (40) for montering af vinduer og døre, der har mindre bredde end afstanden mellem to stolper (15, 23) i vægkonstruktionen, og at der på et vandret rammeprofil (38) er monteret et andet vinkelbeslag (41) til fastgørelse af det lodrette rammeprofil (40), idet det andet vinkelbeslag (41) omfatter koblingsorganer (28), som samvirker med modsvarende koblingsorganer (28) i enden af det lodrette rammeprofil (40).System according to claim 10, characterized in that at least one vertical frame profile (40) is mounted between two horizontal frame profiles (40) for mounting windows and doors having a smaller width than the distance between two posts (15, 23). and that a second angle bracket (41) is mounted on a horizontal frame profile (38) for securing the vertical frame profile (40), the second angle bracket (41) comprising coupling means (28) cooperating with corresponding coupling means (28). ) at the end of the vertical frame profile (40). 12. System ifølge krav 11, kendetegnet ved, at det andet vinkelbeslag (41) er U-formet for at kunne svinges over det vandrette rammeprofil (38) og kunne forskydes langs dette til en ønsket position for det lodrette rammeprofil (40), og at det omfatter en tredje flig (42), der er ombukket, så den er anbragt under en vinkel i forhold til det vandrette rammeprofil (38), og som omfatter koblingsorganerne (28).System according to claim 11, characterized in that the second angle bracket (41) is U-shaped to be pivoted over the horizontal frame profile (38) and can be displaced along it to a desired position for the vertical frame profile (40), and comprising a third tab (42) which is folded so that it is disposed at an angle to the horizontal frame profile (38) and comprising the coupling means (28).
DKPA201470705A 2014-11-14 2014-11-14 System for constructing a building DK178478B1 (en)

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DKPA201470705A DK178478B1 (en) 2014-11-14 2014-11-14 System for constructing a building
DKPA201570297A DK178581B1 (en) 2014-11-14 2015-05-20 Modular system for post-insulating a wall in a building and / or facade renovation
EP15194336.2A EP3051038A3 (en) 2014-11-14 2015-11-12 An insulating module and a method for post-insulating an existing building by means of one or more insulating modules
EP15797251.4A EP3218551A1 (en) 2014-11-14 2015-11-12 An exterior wall and a method for constructing an exterior wall
US15/523,474 US20170306621A1 (en) 2014-11-14 2015-11-12 An exterior wall and a method for constructing an exterior wall
PCT/DK2015/050349 WO2016074686A1 (en) 2014-11-14 2015-11-12 An exterior wall and a method for constructing an exterior wall

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US11933046B1 (en) * 2022-07-14 2024-03-19 Anthony Attalla Stiff wall panel assembly for a building structure and associated method(s)

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WO2016074686A1 (en) 2016-05-19
DK201570297A1 (en) 2016-05-30
EP3051038A3 (en) 2016-11-16
DK178581B1 (en) 2016-07-18
DK178478B1 (en) 2016-04-11
US20170306621A1 (en) 2017-10-26
EP3051038A2 (en) 2016-08-03
EP3218551A1 (en) 2017-09-20

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