DE2812427A1 - Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles - Google Patents

Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles

Info

Publication number
DE2812427A1
DE2812427A1 DE19782812427 DE2812427A DE2812427A1 DE 2812427 A1 DE2812427 A1 DE 2812427A1 DE 19782812427 DE19782812427 DE 19782812427 DE 2812427 A DE2812427 A DE 2812427A DE 2812427 A1 DE2812427 A1 DE 2812427A1
Authority
DE
Germany
Prior art keywords
ceiling
insulation
wall
shackles
formwork
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.)
Withdrawn
Application number
DE19782812427
Other languages
German (de)
Inventor
Alois Klee
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.)
Wkr Patentverwertungsgesellschaft Mbh 6833 Waghae
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE19782812427 priority Critical patent/DE2812427A1/en
Publication of DE2812427A1 publication Critical patent/DE2812427A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The sheating is for a ceiling beam, with multipart insulation and can be applied during pauses in crane operation while laying a prefabricated ceiling. It is made up from prefabricated insulation (3) strengthened with reinforced concrete, with attachment provided for fixture to an upright wall (6). A long narrow concrete slab (1) of ceiling (7) thickness has a continuous groove (2) on each narrow side and multi piece insulation fitted to a broad side. The grooves can hold insertable loop shackles (4) for wall attachment.

Description

Abschalung mit mehrteiliger Isolierung Formwork with multi-part insulation

für den Ringanker einer Geschoßdecke Die Erfindung bezieht sich auf eine Abschalung mit mehrteiliger Isolierung für den Ringanker einer Geschoßdecke. Mit der Erfindung wird eine erhebliche Einsparung an Arbeitszeit und -aufwand bei der Verwendung einer solchen Abschalung bezweckt. for the ring anchor of a floor slab The invention relates to a shuttering with multi-part insulation for the ring anchor of a floor slab. With the invention, a considerable saving in working time and effort is achieved the purpose of using such a shuttering.

Bisher hat man solche Abschalungen so hergestellt, daß man den Ringanker mit Bauholz einschalte, also aufwendig abstützen mußte. Die mehrteilige Isolierung wurde auf der Innenseite des Bauholzes leicht befestigt. Der Erfindung liegt die Aufgabe zugrunde, während des Verlegens einer vorgefertigten Geschoßdecke durch dieselben Arbeitskräfte innerhalb der durch den Arbeitsrhythmus des Verlegekrans zwangsläufig entstehenden Pausen die Abschalung ohne zusätzliche Arbeitszeit und zusätzliches Material anbringen zu können. Diese Aufgabe wird nach der Erfindung dadurch gelöst, daß die Abschalung aus einer vorgefertigten durch Stahlbeton verstärkten Isolierung mit Befestigungsmöglichkeiten an vertikalen Wänden besteht. Auf diese Weise wird es ermöglicht, daß die Arbeitskräfte, welche die Geschoßdecke verlegen, in den hierbei entstehenden zwangsläuSigen Pausen für die Heranschaffung weiterer Elemente für die Geschoßdecke die verhältnismäßig leichten langen Elemente der Abschalung verlegen und befestigen können. So far, such formwork has been produced by using the ring anchor turn on with lumber, so had to support costly. The multi-part insulation was lightly attached to the inside of the lumber. The invention lies in the Task based on during the laying of a prefabricated floor the same workforce within the by the work rhythm of the laying crane inevitably resulting breaks the shuttering without additional working time and to be able to attach additional material. This object is achieved according to the invention solved in that the shuttering reinforced from a prefabricated reinforced concrete Insulation with mounting options on vertical walls exists. To this In this way it is made possible that the workers who lay the floor slab, in the resulting inevitable breaks for bringing in more Elements for the storey ceiling are the relatively light long elements of the shuttering be able to lay and fasten.

Vorteilhaft besteht die Abschalung aus einer schmalen, langen Betonplatte in Deckenstärke mit je einer durchlaufenden Rille an den Schmalseiten und an einer Breitseite angebrachten mehrteiligen Isolierung. Diese taillen dienen zum Aufnehmen von verschiebbar einsetzbaren Bügeln zu deren Anschließen an vertikale Wände. Die Bügel wiederum können je zwei Stege mit in die Rillen eingreifenden Abwinklungen haben. The formwork advantageously consists of a long, narrow concrete slab in ceiling thickness with one continuous Groove on the narrow sides and multi-part insulation attached to one broad side. These waistlines serve to accommodate slidably insertable brackets to connect them to vertical ones Walls. The brackets, in turn, can each have two webs with angled portions engaging in the grooves to have.

Der Abschalungsteil ist als glattes schmales Teil leicht herstellbar, stapelbar und transportierbar. Die in die Rillen der Betonplatten verschiebbar einsetzbaren Bügel können je nach dem Verwendungszweck ausgebildet sein und unmittelbar an der Verlegestclle in der gewünschen Form und Lage eingesetzt werden. The shuttering part is easy to manufacture as a smooth, narrow part, stackable and transportable. Those that can be slid into the grooves of the concrete slabs Brackets can be formed depending on the intended use and directly on the Laying clamps can be used in the desired shape and position.

In der Zeichnung ist die Abschalung nach der Erfindung an einem Ausführungsbeispiel erläutert. In the drawing, the shuttering according to the invention is based on an exemplary embodiment explained.

Bei der dargestellten Ausführungsform ist die schmale, lange und flache Betonplatte 1 an die mehrteilige vorgefertigte Isolierung 5 angegossen. Die Isolierung 3 kann beispielsweise aus zwei Außenlagen Heraklith mit einer Zwischenlage aus Styropur bestehen. Dabei entspricht die Höhe der Betonplatte 1 und der Isolierung 5 auf einer Längskante hochkant stehend der Stärke der Geschoßdecke 7. Die Betonplatte 1 dient als Verstärkung für die Isolierung 3 und bildet die Abschalung für die Ringankereisen 8 und die Geschoßdecke 7. Sie ist außerdem zum Befestigen an vertikalen Wänden 6 ausgebildet. Zu diesem Zwecke kann sie je eine durchlaufende Rille 2 an den Schmalseiten haben. Die Rillen 2 dienen zum Aufnehmen von verschiebbar einsetzbaren Bügeln 4 zum Anschließen an die vertikalen Wände 6o Diese Bügel 4 können je zwei Stege mit in die Rillen 2 eingreifenden Abwinklungen 5 haben. Die unteren Stege der Bügel 4 können an den vertikalen Wänden 6 zO B. mittels in eine Nörtelfuge eingeschossener Nägel 9 befestigt werden. Der untere horizontale Steg der Bügel 4 kann auch so gestaltet sein, daß diese eine nach unten gerichtete Abkantung haben, die als Anschlag am inneren Mauerwerk dient. Ebenso können die Bügel 4 durch die nachträglich aufgelegte Geschoßdecke 7 gehalten werden0 Ferner können die Bügel 4 so ausgebildet sein, daß sie an die herausragende Bewehrung 10 der Geschoßdecke 7 angeschweißt werden. In the illustrated embodiment, the narrow, long and flat concrete slab 1 cast onto the multi-part prefabricated insulation 5. the Insulation 3 can, for example, consist of two outer layers Heraklith with an intermediate layer consist of styrofoam. The height corresponds to the concrete slab 1 and the insulation 5 standing upright on a longitudinal edge of the thickness of the floor slab 7. The concrete slab 1 serves as reinforcement for the insulation 3 and forms the shuttering for the ring anchor iron 8 and the floor ceiling 7. It can also be attached to vertical walls 6 educated. For this purpose, it can each have a continuous groove 2 on the narrow sides to have. The grooves 2 serve to receive brackets 4 that can be slidably inserted for connection to the vertical walls 6o These brackets 4 can each have two webs have bends 5 engaging in the grooves 2. The lower bars of the bracket 4 can on the vertical walls 6 for example by means of a Mortar joint shot nails 9 are attached. The lower horizontal bar of the bracket 4 can also be designed so that they have a downward bevel, which serves as a stop on the inner masonry. Likewise, the bracket 4 by the Subsequently placed floor ceiling 7 can also be held0 Furthermore, the bracket 4 be designed so that they are attached to the protruding reinforcement 10 of the ceiling 7 are welded on.

4 Patentansprüche4 claims

Claims (4)

Patentansprüche: 1. Abschalung mit mehrteiliger Isolierung für den ganker einer Geschoßdecke> dadurch gekennzeichnet, daß sie aus einer vorgefertigten durch Stahlbeton verstärkten Isolierung (3) mit Befestigungsmöglichkeiten an vertikalen Wänden (6) besteht. Claims: 1. Formwork with multi-part insulation for the ganker of a floor slab> characterized in that it consists of a prefabricated Reinforced reinforced concrete insulation (3) with mounting options on verticals Walls (6). 2e Abschalung nach Anspruch 1, dadurch gekennzeichnet, daß sie aus einer schmalen langen Betonplatte (1) in Stärke der Decke (7) mit je einer durchlaufenden -Rille (2) an den Schmalseiten und an einer Breitseite angebrachten mehrteiligen Isolierung (3) besteht. 2e shuttering according to claim 1, characterized in that it consists of a narrow long concrete slab (1) in the thickness of the ceiling (7) with one continuous Multi-part groove (2) on the narrow sides and on one broad side Insulation (3) consists. 3. Abschalung nach Anspruch 1 und 2, dadurch gekennzeichnet3 daß die Rillen (2) zum Aufnehmen von verschiebbar einsetzbaren Bügeln (4) zu deren Anschließen an vertikale Wände (6) dienen. 3. Formwork according to claim 1 and 2, characterized in that the grooves (2) for receiving slidably insertable brackets (4) for their connection serve on vertical walls (6). 4. Abschalung nach Anspruch 3, dadurch gekennzeichnet, daß die Bügel (4) zwei Stege mit in die Rillen (2) der Betonplatten (1) eingreifenden Abwinklungen (5) haben. 4. Formwork according to claim 3, characterized in that the bracket (4) two webs with bends engaging in the grooves (2) of the concrete slabs (1) (5) have.
DE19782812427 1978-03-22 1978-03-22 Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles Withdrawn DE2812427A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19782812427 DE2812427A1 (en) 1978-03-22 1978-03-22 Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19782812427 DE2812427A1 (en) 1978-03-22 1978-03-22 Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles

Publications (1)

Publication Number Publication Date
DE2812427A1 true DE2812427A1 (en) 1979-10-04

Family

ID=6035115

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19782812427 Withdrawn DE2812427A1 (en) 1978-03-22 1978-03-22 Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles

Country Status (1)

Country Link
DE (1) DE2812427A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3430564A1 (en) * 1984-08-20 1986-03-06 Rainer Dipl.-Ing.(FH) 7090 Ellwangen Berreth Angular shuttering element for floors
DE4116159A1 (en) * 1991-05-17 1992-11-19 Pflieger Rolf Support bracket for formwork used in extending wall upwards - has bracket fitted to top of wall, and opening in bracket holes post supporting form
DE29701424U1 (en) * 1997-01-29 1998-05-28 BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss Anchoring device and arrangement for shuttering the face of a ceiling
FR2861767A1 (en) * 2003-10-31 2005-05-06 Rector Thermal break for concrete floor has insulating blocks with supports to hold it in predetermined position while concrete is being poured

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3430564A1 (en) * 1984-08-20 1986-03-06 Rainer Dipl.-Ing.(FH) 7090 Ellwangen Berreth Angular shuttering element for floors
DE4116159A1 (en) * 1991-05-17 1992-11-19 Pflieger Rolf Support bracket for formwork used in extending wall upwards - has bracket fitted to top of wall, and opening in bracket holes post supporting form
DE29701424U1 (en) * 1997-01-29 1998-05-28 BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss Anchoring device and arrangement for shuttering the face of a ceiling
FR2861767A1 (en) * 2003-10-31 2005-05-06 Rector Thermal break for concrete floor has insulating blocks with supports to hold it in predetermined position while concrete is being poured

Similar Documents

Publication Publication Date Title
DE1509028A1 (en) Precast component
DE69010326T2 (en) Plate carrier system.
DE4235879C2 (en) Ceiling edge formwork element and use of the same
DE1658991A1 (en) Building construction and methods and means for their manufacture
DE2907884A1 (en) CEILING FORMWORK WITH ADJUSTABLE WIDTH
EP0164330B1 (en) Reinforced-concrete floor
EP1555098A2 (en) Method for fabricating composite elements
DE2405949A1 (en) Reinforced-concrete ceiling support element - of compartmented construction with shaped light material filling in hollow spaces
DE3542651A1 (en) Shuttering element
DE2700022A1 (en) Large prefabricated wall element - has vertical concrete pillars extending through holes to link top and bottom concreted chords
DE3036539C2 (en) Device for the production of wall elements for the full assembly of houses
DE2812427A1 (en) Insulated formwork for concrete floor-ceiling - has reinforced concrete prefabricated insulation held to wall by shackles
DE2348943A1 (en) RELATED ELEMENTS FOR ERECTING BUILDINGS
EP0048468B1 (en) Holding device for frontal adjusting boards for the casting of concrete for ceilings of buildings
DE29509938U1 (en) Scarf support
DE841722C (en) Mold for the production of building panels
DE807015C (en) Reinforced concrete ceiling
EP1079037B1 (en) Method of making a slab's edge shuttering and shuttering therefor
DE4002192C1 (en)
DE871506C (en) Half-timbered wall constructed from prefabricated parts in the manner of a timber framework
AT380505B (en) Prefabricated formwork element
AT352958B (en) PREFABRICATED CEILING ELEMENT
DE1952031A1 (en) Process for the production of prestressed concrete walls for buildings
DE805929C (en) Formwork for the production of walls, beams or other components made of concrete or the like.
DE3208273A1 (en) Building element for the manufacture of intermediate floors

Legal Events

Date Code Title Description
OD Request for examination
8127 New person/name/address of the applicant

Owner name: WKR PATENTVERWERTUNGSGESELLSCHAFT MBH, 6833 WAGHAE

8130 Withdrawal