DE20009425U1 - Edge formwork for concrete slabs and concrete ceilings - Google Patents

Edge formwork for concrete slabs and concrete ceilings

Info

Publication number
DE20009425U1
DE20009425U1 DE20009425U DE20009425U DE20009425U1 DE 20009425 U1 DE20009425 U1 DE 20009425U1 DE 20009425 U DE20009425 U DE 20009425U DE 20009425 U DE20009425 U DE 20009425U DE 20009425 U1 DE20009425 U1 DE 20009425U1
Authority
DE
Germany
Prior art keywords
formwork
attachment
edge insulation
thickness
facing
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
DE20009425U
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.)
OBERNOLTE, SVEN, DE
Original Assignee
Fischer Helmut
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 Fischer Helmut filed Critical Fischer Helmut
Priority to DE20009425U priority Critical patent/DE20009425U1/en
Publication of DE20009425U1 publication Critical patent/DE20009425U1/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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • 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
    • E04B2002/565—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with a brick veneer facing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (12)

1. Schalung für den Sockelbereich eines Gebäudes mit Verblendmauerwerk oder dergleichen, insbesondere für einen erdberührten Sockelbereich, dadurch gekennzeichnet, daß die Schalung aus einer Randdämmschalung (1) und aus einem Vorsatz (2, 3) besteht.1. Formwork for the base area of a building with facing masonry or the like, in particular for a base area in contact with the ground, characterized in that the formwork consists of an edge insulation formwork ( 1 ) and an attachment ( 2 , 3 ).
2. Schalung nach Anspruch 1, dadurch gekennzeichnet, daß der Vorsatz (2, 3) eine Stütze für das Verblendmauerwerk bildet.2. Formwork according to claim 1, characterized in that the attachment ( 2 , 3 ) forms a support for the facing masonry.
3. Schalung nach Anspruch 2, dadurch gekennzeichnet, daß der Vorsatz (2, 3) mit mindestens einem Hohlraum für ein tragfähiges Verfüllmaterial und/oder mit tragfähigen Kernen versehen ist.3. Formwork according to claim 2, characterized in that the attachment ( 2 , 3 ) is provided with at least one cavity for a load-bearing filling material and / or with load-bearing cores.
4. Schalung nach Anspruch 3, dadurch gekennzeichnet, daß das Verfüllmaterial Beton oder Mörtel ist.4. Formwork according to claim 3, characterized in that the filling material is concrete or Mortar is.
5. Schalung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Randdämmschalung und/oder der Vorsatz aus Kunststoffschaum oder aus Faserzementplatten oder aus zementgebundenen Spanplatten oder aus magnesitgebundenen Holzwolleplatten besteht.5. Formwork according to one of claims 1 to 4, characterized in that the Edge insulation formwork and / or the facing made of plastic foam or fiber cement panels or from cement-bonded chipboard or from magnesite-bonded wood wool boards consists.
6. Schalung nach Anspruch 5, dadurch gekennzeichnet, daß der Kunststoffschaum ein Polystyrolschaum oder ein Polyurethanschaum ist.6. Formwork according to claim 5, characterized in that the plastic foam Is polystyrene foam or a polyurethane foam.
7. Schalung nach Anspruch 5 oder 6, dadurch gekennzeichnet, daß der Vorsatz durch eine im Abstand von und parallel zu der Randdämmschalung (1) angeordnete Bauplatte (2) aus Hartkunststoff gebildet wird, die beiderseits mit einer armierten Mörtelschicht versehen ist, oder daß der Vorsatz eine beschichtete Tragkonstruktion bildet oder daß der Vorsatz eine selbsttragende Konstruktion bildet. 7. Formwork according to claim 5 or 6, characterized in that the attachment by a spaced from and parallel to the edge insulation formwork ( 1 ) arranged building board ( 2 ) is formed from hard plastic, which is provided on both sides with a reinforced layer of mortar, or that Attachment forms a coated supporting structure or that the attachment forms a self-supporting structure.
8. Schalung nach Anspruch 7, dadurch gekennzeichnet, daß die Bauplatte (2) über Stege (3) mit der Randdämmschalung verbunden ist und/oder die Bauplatte mit einer Dichtschicht und/oder Strukturschicht bzw. Putz oder Anstrich versehen ist.8. Formwork according to claim 7, characterized in that the building board ( 2 ) via webs ( 3 ) is connected to the edge insulation formwork and / or the building board is provided with a sealing layer and / or structural layer or plaster or paint.
9. Schalung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß die Randdämmschalung eine Dicke A, eine Höhe H und eine Länge L hat, daß der Vorsatz an der der Randdämmschalung (1) abgewandten Seite eine Platte (2) mit einer Dicke C, einer Höhe H und einer Länge L besitzt und daß die Platte (2) und die Randdämmschalung (1) in einem Abstand A stehen, wobei die Maße betragen können
A 60 bis 450 mm,
B 5 bis 200 mm,
C 2 bis 50 mm,
L mindestens 200 mm, vorzugsweise 1250 mm
H 120 bis 400 mm,9. Formwork according to one of claims 1 to 8, characterized in that the edge insulation formwork has a thickness A, a height H and a length L that the attachment on the side facing away from the edge insulation formwork ( 1 ) has a plate ( 2 ) with a thickness C, a height H and a length L and that the plate ( 2 ) and the edge insulation formwork ( 1 ) are at a distance A, whereby the dimensions can be
A 60 to 450 mm,
B 5 to 200 mm,
C 2 to 50 mm,
L at least 200 mm, preferably 1250 mm
H 120 to 400 mm,
10. Schalung nach Anspruch 9, dadurch gekennzeichnet, daß die Dicke der Platte (2) höchstens gleich der halben Dicke der Randdämmschalung (1) ist.10. Formwork according to claim 9, characterized in that the thickness of the plate ( 2 ) is at most equal to half the thickness of the edge insulation formwork ( 1 ).
11. Schalung nach Anspruch 9 oder 10, dadurch gekennzeichnet, daß auch die Betonplattendicke bzw. die Betondeckendicke gleich H ist.11. Formwork according to claim 9 or 10, characterized in that the Concrete slab thickness or the concrete slab thickness is equal to H.
12. Schalung nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, daß der Sockel bei einem 1-Stein-Verblendmauerwerk höchstens um 38 mm gegenüber der Vorderkante des Verblendmauerwerkes zurückgesetzt ist und bei dünnerem Verblendmauerwerk das Maß maximaler Zurücksetzung dem Unterschied zum 1-Stein-Verblendmauerwerk entspricht.12. Formwork according to one of claims 1 to 11, characterized in that the base at 1-stone facing masonry at most 38 mm from the front edge of the Facing masonry is reset and the dimension for thinner facing masonry maximum reset corresponds to the difference to 1-stone facing masonry.
DE20009425U 2000-05-26 2000-05-26 Edge formwork for concrete slabs and concrete ceilings Expired - Lifetime DE20009425U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20009425U DE20009425U1 (en) 2000-05-26 2000-05-26 Edge formwork for concrete slabs and concrete ceilings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20009425U DE20009425U1 (en) 2000-05-26 2000-05-26 Edge formwork for concrete slabs and concrete ceilings

Publications (1)

Publication Number Publication Date
DE20009425U1 true DE20009425U1 (en) 2000-09-07

Family

ID=7942026

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20009425U Expired - Lifetime DE20009425U1 (en) 2000-05-26 2000-05-26 Edge formwork for concrete slabs and concrete ceilings

Country Status (1)

Country Link
DE (1) DE20009425U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2832745A1 (en) * 2001-11-29 2003-05-30 Alain Pochat Method for breaking thermal bridges in building shell utilizes breaker, comprising plate, between facade wall and interior slab held in position by interior and external spacers
EP1741840A3 (en) * 2005-07-04 2007-12-12 Abbey Pynford Holdings plc Support arrangement
CN100424294C (en) * 2003-10-01 2008-10-08 邱则有 Shuttering member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2832745A1 (en) * 2001-11-29 2003-05-30 Alain Pochat Method for breaking thermal bridges in building shell utilizes breaker, comprising plate, between facade wall and interior slab held in position by interior and external spacers
CN100424294C (en) * 2003-10-01 2008-10-08 邱则有 Shuttering member
EP1741840A3 (en) * 2005-07-04 2007-12-12 Abbey Pynford Holdings plc Support arrangement

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20001012

R081 Change of applicant/patentee

Owner name: OBERNOLTE, SVEN, DE

Free format text: FORMER OWNER: FISCHER, HELMUT, 13407 BERLIN, DE

Effective date: 20020715

R150 Term of protection extended to 6 years

Effective date: 20030611

R157 Lapse of ip right after 6 years

Effective date: 20061201