[go: up one dir, main page]

DE202007016116U1 - Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs - Google Patents

Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs Download PDF

Info

Publication number
DE202007016116U1
DE202007016116U1 DE202007016116U DE202007016116U DE202007016116U1 DE 202007016116 U1 DE202007016116 U1 DE 202007016116U1 DE 202007016116 U DE202007016116 U DE 202007016116U DE 202007016116 U DE202007016116 U DE 202007016116U DE 202007016116 U1 DE202007016116 U1 DE 202007016116U1
Authority
DE
Germany
Prior art keywords
dimensionally stable
supporting structure
sword
dämmstoffkoffers
depth
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
DE202007016116U
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DOERSCHUG CHRISTIAN
Dorschug Christian
Original Assignee
DOERSCHUG CHRISTIAN
Dorschug Christian
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 DOERSCHUG CHRISTIAN, Dorschug Christian filed Critical DOERSCHUG CHRISTIAN
Priority to DE202007016116U priority Critical patent/DE202007016116U1/en
Publication of DE202007016116U1 publication Critical patent/DE202007016116U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—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
    • E04B1/78—Heat insulating 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
    • E04B1/74—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
    • E04B1/762—Exterior insulation of exterior walls
    • 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
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • 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
    • E04B2001/389—Brackets

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Punktförmige und tiefenvariable Lastabtragung der Tragschale eines Dämmstoffkoffers mit vertikal verlaufenden Tragriegeln auf maßhaltigen und nicht maßhaltigen Tragkonstruktionen bei der Errichtung bzw. Sanierung von Gebäudewänden und -dächern, dadurch gekennzeichnet, dass die Tragschale des Dämmstoffkoffers nur punktweise an der Tragkonstruktion mittels tiefenvariabler Schwerter, die nach statisch optimiertem Raster angeordnet werden, aufgehängt bzw. abgestützt wird.Point-shaped and depth-variable load transfer of the tray of an insulating case with vertical support bars on dimensionally stable and not dimensionally stable Support structures in the construction or renovation of building walls and -dächern, characterized in that the supporting shell of the Dämmstoffkoffers only pointwise on the supporting structure by means of depth-variable swords, which are arranged according to statically optimized grid, suspended or is supported.

Figure 00000001
Figure 00000001

Description

Die herkömmliche Lastabtragung der Tragschale eines Dämmstoffkoffers bei der Errichtung bzw. Sanierung von Gebäudewänden und -dächern erfolgt mittels Riegelgefachelösung. Die hierbei verwendeten Träger bilden aufgrund der großen Kontaktfläche zum Untergrund Wärmebrücken, die den U-Wert beeinträchtigen. Zudem besteht nur eine eingeschränkte Tiefenvariabilität innerhalb der durch die Hersteller vorgegebenen Fertigmaße. Ferner ist ein zeitaufwendiges Unterlegen zum Ausgleich der Maßtoleranzen bei nicht maßhaltigen Tragkonstruktionen erforderlich.The conventional Load transfer of the tray of an insulation case during construction or Renovation of building walls and -roofs by means of latching rack solution. The carriers used here form due to the big ones contact area to the underground thermal bridges, the affect the U-value. In addition, there is only a limited depth variability within the finished dimensions specified by the manufacturer. Further is a time-consuming underlay to compensate for the dimensional tolerances if not dimensionally stable Supporting structures required.

Durch die im Schutzanspruch 1 angegebene Erfindung wird ein Dämmstoffkoffer ausgebildet, dessen Tragschale nur punktweise an der Tragkonstruktion aufgehängt bzw. abgestützt ist. Wärmebrücken, die durch die erforderliche Lastabtragung an die Tragkonstruktion durch Träger oder sonstige Unterkonstruktionen entstehen, werden somit reduziert und dadurch der U-Wert verbessert. Die gleitende Auflagerung der horizontal oder vertikal verlaufenden Tragriegel für den Kofferdeckel gleicht fertigungsbedingte Toleranzen der Tragkonstruktion aus und macht ein Unterlegen entbehrlich.By the protection specified in claim 1 invention is an insulation case formed, the support shell only pointwise to the support structure suspended or supported is. Thermal bridges that through the required load transfer to the support structure through carrier or other substructures arise, are thus reduced and this improves the U-value. The sliding bearing of the horizontal or vertically extending support bar for the trunk lid production-related tolerances of the supporting structure and makes an inferior dispensable.

Die Lastabtragung erfolgt über Schwerter (Schutzanspruch 2), die nach statisch optimiertem Raster angeordnet werden. Die Schwerter haben eine trapezförmige Fläche. Die längere der parallelen Seiten des Trapezes wird mit der Tragkonstruktion kraftschlüssig verbunden.The Load transfer takes place via Swords (protection claim 2), the statically optimized grid to be ordered. The swords have a trapezoidal surface. The longer The parallel sides of the trapezoid are frictionally connected to the supporting structure.

Die kraftschlüssige Verbindung des Schwertes mit der Tragkonstruktion erfolgt:

  • – Durch Verschraubung bzw. Verdübelung des aufsitzenden Schwertes auf der Tragkonstruktion (Schutzanspruch 3) oder
  • – Die längere der parallelen Seiten des Trapezes wird in eine eingefräste Aussparung (1) der Holz-Tragkonstruktion (3) formschlüssig eingesetzt und mit dieser diagonal verschraubt (Schutzanspruch 4).
The frictional connection of the sword with the supporting structure is carried out:
  • - By screwing or doweling the seated sword on the support structure (protection claim 3) or
  • - The longer of the parallel sides of the trapezium is inserted into a milled recess ( 1 ) of the wooden support structure ( 3 ) positively inserted and screwed diagonally with this (protection claim 4).

Die Fläche des Schwertes bildet eine rechtwinklige Ebene zur Tragkonstruktion.The area of the sword forms a right-angled plane to the supporting structure.

Bei nicht maßhaltigen Tragkonstruktionen wird das Schwert mit Überlänge eingemessen. Die Schwertenden werden nach dem Einmessen und Markieren der geforderten Ebene auf ihr ermitteltes Sollmass gekürzt. Durch die individuelle Ablängung jedes Schwertes wird die Toleranz des nicht maßhaltigen Untergrundes kraftschlüssig ausgeglichen.at not true to scale Supporting structures, the sword is calibrated with excess length. The sword ends become after measuring and marking the required level their determined setpoint shortened. By individually cutting each one Schwerter the tolerance of the non-dimensionally stable surface is force-balanced.

Anschliessend wird der Tragriegel (2) bündig mit dem Schwertende in der exakt ebenen Fassadenposition vertikal oder horizontal montiert (Schutzanspruch 5). Die Achsteilung dieser Tragriegel richtet sich nach den geforderten Stützweiten der äusseren Kofferbekleidung sowie den statischen Anforderungen an die Fassade bzw. das Dach. Die Verbindung des Riegels mit dem Schwert erfolgt über eine das Schwert durchdringende Verschraubung in den Riegel. Die Tragriegel nehmen eine den individuellen Anforderungen entsprechende Deckelplatte auf.Subsequently, the support bar ( 2 ) mounted flush with the sword end in the exact flat facade position vertically or horizontally (protection claim 5). The Achsteilung this support bolt depends on the required spans the outer suitcase clothing and the static requirements for the facade or the roof. The connection of the bolt with the sword via a sword penetrating screw into the bolt. The support bars take on a cover plate corresponding to the individual requirements.

Der entstandene Hohlraum zwischen Tragkonstruktion und (systemvariablem) Kofferdeckel wird mit Dämmstoffmaterial befüllt.Of the resulting cavity between support structure and (system variable) Case lid comes with insulation material filled.

Abschliessend wird ggf. die Konterlattung mit vorgehängter hinterlüfteter Bekleidung oder alternativ der Aussenputz angebracht bzw. bei Dachbauteilen die entsprechende Eindeckung.Finally if necessary, the counter battens with curtained ventilated clothing or alternatively, the external plaster attached or in roof components the corresponding roofing.

Die im Schutzanspruch 1 angegebene Erfindung erfasst alle relevanten Anschlüsse wie Aussen- und Innenecken, Sockel, Trauf- und Fensteranschlüsse sowie alle Arten von Bauteildurchdringungen, ohne die Struktur des Systems zu verlassen. Sonderanforderungen lassen sich einfach in das System einbinden. Berücksichtigung im Dachbereich finden alle relevanten Anschlüsse, wie Trauf-, First- u. Ortgangausbildung sowie Punktauflager für Kollektoren etc.The in protection claim 1 specified invention covers all relevant connections like outside and inside corners, plinth, eaves and window connections as well all kinds of component penetrations, without the structure of the system to leave. Special requirements can be easily integrated into the system integrated. consideration in the roof area find all relevant connections, such as eaves, ridge u. Ortgangausbildung and Punktauflager for collectors etc.

Aufwendige Unterkonstruktionen im Bereich von integrierten Verschattungen, Rolladenkästen etc. können entfallen und werden durch einfache, variable, wärmebrückenminimierte Lösungen ersetzt.costly Substructures in the area of integrated shading, shutter boxes etc. can are eliminated and replaced by simple, variable, heat-bridge-minimized solutions.

Das im Schutzanspruch 2 beschriebene Schwert ist in den 1 bis 12 dargestellt. 1, 5 und 9 zeigen die Ansicht von oben. 2, 6 und 10 zeigen die Ansicht rechts-vorne-von oben. 3, 7 und 11 zeigen die Ansicht von vorne. 4, 8 und 12 zeigen das Profil von links. 6 zeigt das in die eingefräste Aussparung (1) der Tragkonstruktion (3) eingesetzte Schwert (Schutzanspruch 4). 1–4, 7, 8, 9, 10–12 zeigen das Schwert mit bündig angelegtem Tragriegel (2).The sword described in the protection claim 2 is in the 1 to 12 shown. 1 . 5 and 9 show the view from above. 2 . 6 and 10 show the view right-front-from above. 3 . 7 and 11 show the view from the front. 4 . 8th and 12 show the profile from the left. 6 shows this in the milled recess ( 1 ) of the supporting structure ( 3 ) used sword (protection claim 4). 1 - 4 . 7 . 8th . 9 . 10 - 12 show the sword with flush-mounted support bar ( 2 ).

Claims (5)

Punktförmige und tiefenvariable Lastabtragung der Tragschale eines Dämmstoffkoffers mit vertikal verlaufenden Tragriegeln auf maßhaltigen und nicht maßhaltigen Tragkonstruktionen bei der Errichtung bzw. Sanierung von Gebäudewänden und -dächern, dadurch gekennzeichnet, dass die Tragschale des Dämmstoffkoffers nur punktweise an der Tragkonstruktion mittels tiefenvariabler Schwerter, die nach statisch optimiertem Raster angeordnet werden, aufgehängt bzw. abgestützt wird.Point-shaped and depth-variable load transfer of the tray of a Dämmstoffkoffers with vertically extending support bars on dimensionally stable and not dimensionally supportive structures in the construction or renovation of building walls and roofs, characterized in that the tray of Dämmstoffkoffers only pointwise to the supporting structure by means of depth-variable swords, the static be arranged optimized grid, suspended or supported. Schwert nach Anspruch 1, dadurch gekennzeichnet, dass das Schwert eine trapezförmige Fläche bildet und die längere der parallelen Seiten des Trapezes mit der Tragkonstruktion kraftschlüssig verbunden wird und die Fläche des Trapezes eine rechtwinklige Ebene zur Tragkonstruktion bildet.Sword according to claim 1, characterized gekenn characterized in that the sword forms a trapezoidal surface and the longer of the parallel sides of the trapezoid is frictionally connected to the supporting structure and the surface of the trapezoid forms a rectangular plane to the supporting structure. Kraftschlüssige Verbindung des Schwertes mit der Tragkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass die Verschraubung bzw. Verdübelung des aufsitzenden Schwertes direkt mit der Tragkonstruktion erfolgt.Frictional Connection of the sword to the supporting structure according to claim 1, characterized in that the screwing or doweling the mounted sword directly to the supporting structure. Kraftschlüssige Verbindung des Schwertes mit der Tragkonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass die längere der parallelen Seiten des Schwertes in eine eingefräste Aussparung (1) der Tragkonstruktion (3) eingesetzt und mit dieser verschraubt wird.Force-fitting connection of the sword to the supporting structure according to claim 1, characterized in that the longer of the parallel sides of the sword in a milled recess ( 1 ) of the supporting structure ( 3 ) is used and screwed with this. Vertikal oder horizontal verlaufende Tragriegel (2) nach Anspruch 1, dadurch gekennzeichnet, dass diese entlang der kürzeren der parallelen Seiten des Trapezes bündig aufliegen und verschraubt sind und auf diesen Tragriegeln die Deckelplatte des Dämmstoffkoffers befestigt wird.Vertical or horizontal support bars ( 2 ) according to claim 1, characterized in that they rest flush along the shorter of the parallel sides of the trapezoid and are screwed and on these Tragriegeln the cover plate of the Dämmstoffkoffers is attached.
DE202007016116U 2007-11-19 2007-11-19 Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs Expired - Lifetime DE202007016116U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE202007016116U DE202007016116U1 (en) 2007-11-19 2007-11-19 Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202007016116U DE202007016116U1 (en) 2007-11-19 2007-11-19 Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs

Publications (1)

Publication Number Publication Date
DE202007016116U1 true DE202007016116U1 (en) 2009-04-02

Family

ID=40514716

Family Applications (1)

Application Number Title Priority Date Filing Date
DE202007016116U Expired - Lifetime DE202007016116U1 (en) 2007-11-19 2007-11-19 Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs

Country Status (1)

Country Link
DE (1) DE202007016116U1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3215916A1 (en) * 1982-04-29 1983-11-03 Hans 5630 Remscheid Manewald Insulating-material holder
WO1985000397A1 (en) * 1983-07-06 1985-01-31 Insulhold, Inc. System for supporting and retaining insulation
DE29919360U1 (en) * 1999-11-04 2001-03-15 MARMORIT GmbH, 79283 Bollschweil Fastening element for a thermal insulation element on a building wall
DE20220890U1 (en) * 2002-07-17 2004-07-22 Ursa Deutschland Gmbh Method for fitting thermal insulation under rafters has insulation panels camped between support strips and secured by fastening holding strips across the support strips

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3215916A1 (en) * 1982-04-29 1983-11-03 Hans 5630 Remscheid Manewald Insulating-material holder
WO1985000397A1 (en) * 1983-07-06 1985-01-31 Insulhold, Inc. System for supporting and retaining insulation
DE29919360U1 (en) * 1999-11-04 2001-03-15 MARMORIT GmbH, 79283 Bollschweil Fastening element for a thermal insulation element on a building wall
DE20220890U1 (en) * 2002-07-17 2004-07-22 Ursa Deutschland Gmbh Method for fitting thermal insulation under rafters has insulation panels camped between support strips and secured by fastening holding strips across the support strips

Similar Documents

Publication Publication Date Title
EP1703037B1 (en) Roof or wall covering
DE3018701C2 (en) Roof construction for utilizing solar energy
EP1662581A1 (en) Wall panel for buildings with solar generator
DE202007016116U1 (en) Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers with horizontally or vertically extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs
EP1080278B1 (en) Building, especially a low energy building
DE2839362C2 (en)
DE202007016118U1 (en) Point-shaped and depth-variable load transfer of the shell of an insulation suitcase with horizontal or vertical support bars on not dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE202007016115U1 (en) Point-shaped and depth-variable load transfer of the supporting shell of an insulating case with horizontally or vertically extending support bars on dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE202007016672U1 (en) Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers means double bar consoles with horizontally extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE202007017244U1 (en) Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers means cheeks brackets with horizontally extending support bars on dimensionally stable and not dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE9308065U1 (en) Composite exterior wall of a wooden house
DE202021103740U1 (en) Pre-assembled insulated window sill system
DE202007016117U1 (en) Point-shaped and depth-variable load transfer of the support shell of an insulating case with horizontally extending support bars on dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE29615672U1 (en) Large plaster base plate with a prefabricated concealed layer for a self-buildable thermal insulation system
DE202007018265U1 (en) Point-shaped and depth-variable load transfer of the support shell of a Dämmstoffkoffers means double bar-swords with horizontally or vertically extending support bars on dimensionally stable supporting structures in the construction or renovation of building walls and roofs
DE3217645C2 (en) Roof covering or facade cladding
DE3318444A1 (en) Heat-retaining roof or insulating roof comprising individual elements
DE3837377A1 (en) Flat-roof insulating wedge
EP4465526B1 (en) Modular roof with water-bearing in-roof photovoltaic panels
DE102017005417B4 (en) House building template and suitable facade module
CH716033B1 (en) End module for a flat roof with external thermal insulation for attaching a railing.
DE2839363C2 (en) Heat storage heating
RU161377U1 (en) WOODEN FRAMELESS PANEL
DE8804611U1 (en) Insulation board
DE8814395U1 (en) Flat roof insulation wedge

Legal Events

Date Code Title Description
R086 Non-binding declaration of licensing interest
R163 Identified publications notified
R207 Utility model specification

Effective date: 20090507

R156 Lapse of ip right after 3 years

Effective date: 20110601

Effective date: 20110531