DE3737915A1 - Cost-effective/energy-saving construction method - Google Patents

Cost-effective/energy-saving construction method

Info

Publication number
DE3737915A1
DE3737915A1 DE19873737915 DE3737915A DE3737915A1 DE 3737915 A1 DE3737915 A1 DE 3737915A1 DE 19873737915 DE19873737915 DE 19873737915 DE 3737915 A DE3737915 A DE 3737915A DE 3737915 A1 DE3737915 A1 DE 3737915A1
Authority
DE
Germany
Prior art keywords
energy
effective
formwork
cost
construction method
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Withdrawn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
DE19873737915
Other languages
German (de)
Inventor
Klaus Duwe
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.)
Individual
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 DE19873737915 priority Critical patent/DE3737915A1/en
Publication of DE3737915A1 publication Critical patent/DE3737915A1/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Withdrawn legal-status Critical Current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
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867Corner details
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676Wall end details

Landscapes

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

Abstract

Published without abstract.

Description

Die vorgefertigten Schalungselemente können, je nach Bedarf zugeschnitten werden.The prefabricated formwork elements can, depending on Be tailored to your needs.

Beim Transport der Schalungselemente können diese so zusammengelegt werden, daß kaum Platz in Anspruch genom­ men wird.When transporting the formwork elements, they can do so be merged so that little space was taken up men will.

Zwei Schalungsplatten werden durch Eisenbügel, die in U-Form gebogen wurden, miteinander verbunden.Two formwork panels are supported by iron brackets U shape were bent, connected together.

Der obere Teil des Schalungselementes wird durch einen Abstandsbügel, der über die ca. 5 cm herausstehenden Bügel­ enden, die gleichzeitig als Arretierung für die nächsten Schalungselemente dienen, aufgesetzt. Die Abstandsbügel können gleich als Befestigungsteil für Armierungseisen, über Fenster und Türstürze, benutzt werden, so daß das Anfertigen der Körbe entfällt.The upper part of the formwork element is covered by a Spacer bracket, the bracket protruding about 5 cm ends that act as a detent for the next Formwork elements serve, put on. The spacer bracket can be used as a fastening part for reinforcing bars, over windows and lintels, so that the There is no need to make the baskets.

Beim Aufstellen der Schalungselemente auf der Baustelle, werden erst Holzlatten auf der Betonsohle geschossen oder genagelt, so daß ein verrutschen der Elemente nicht mög­ lich ist.When setting up the formwork elements on the construction site, wooden slats are first shot on the concrete base or nailed so that the elements do not slip is.

Danach werden die Schalungselemente in der Größe von 200 cm × 50 cm in Heraklith oder Heratekta-Platten aufge­ stellt.Then the formwork elements in the size of 200 cm × 50 cm in Heraklith or Heratekta plates poses.

Für Türen werden gleich Stahlzargen in der richtigen Höhe aufgestellt und die nächste Reihe der Schalungselemente kann darauf gesetzt werden. Somit ist eine Höhe von 100 cm erreicht.Steel frames are made at the right height for doors erected and the next row of formwork elements can be put on it. This is a height of 100 cm reached.

Die Stahlzargen werden nach beiden Seiten ausgesteift und das Ganze kann mit Beton ausgefüllt werden.The steel frames are stiffened on both sides and the whole can be filled with concrete.

Um die Genauigkeit zu gewährleisten, sollten jetzt die Stahlzargen und Holzmodelle kontrolliert werden.To ensure accuracy, the Steel frames and wooden models are checked.

Das Ausgießen zweier Schalungselemente ist aber nur dann möglich, wenn zwischen den beiden Schalungselementen, Schal­ bretter die mit Löchern versehen sind, in denen Rundei­ sen durchgesteckt werden und von beiden Seiten Spann­ schlösser gesetzt werden.The pouring of two formwork elements is only then possible if between the two formwork elements, scarf boards with holes in which round eggs must be inserted and tensioned from both sides locks are set.

Ist die Geschoßhöhe soweit erreicht, daß die letzte Reihe der Schalungselemente gesetzt werden, die nach der Innen­ seite wo die Stärke der Betondecke schmaler ist als nach außen hin und somit das zusätzliche Einschalen für die Betondecke spart.Is the floor height reached so far that the last row of the formwork elements to be placed facing inside side where the thickness of the concrete ceiling is narrower than after outside and thus the additional formwork for the  Concrete ceiling saves.

Es ist möglich, die Geschoßhöhe eines normalen Einfa­ milien-Hauses, in fünf Tagen unter Mithilfe von zwei Helfern fertig zustellen.It is possible to measure the floor height of a normal simpl milien-Haus, in five days with the help of two helpers ready to deliver.

Die mit verzinktem Draht, von innen nach außen gerödel­ ten Holzleisten, können auch als Unterkonstruktion für die Außenverkleidung verwendet werden, oder innen für das Anbringen von Rigipsplatten.The one with galvanized wire, junk from the inside out wooden strips, can also be used as a substructure can be used for exterior cladding, or inside for attaching plasterboard.

Die vorstehenden Rundeisen, an denen die Spannschlösser befestigt waren, können abgesägt werden oder aber krumm­ gebogen, könnten aber auch als Halterung beim Verklin­ kern dienen.The protruding round bars on which the turnbuckles were fastened, can be sawn off or crooked bent, but could also be used as a holder for the Verklin serve core.

Für die hohe Energie-Einsparung dieser Bauweise, ist es wichtig, daß hauptsächlich Heratekta-Platten verwendet werden.For the high energy saving of this construction, is it is important that mainly Heratekta plates are used will.

Der Betonkern als Massivbauweise, sichert eine wirksame Wärmespeicherung und sorgt so für ein gutes Raumklima im Sommer wie im Winter. The concrete core as a solid construction ensures an effective one Heat storage and thus ensures a good indoor climate in summer as in winter.  

Zu Fig. 1
Diese Mantelbetonelemente zeigen eine Ecke mit Ansicht und an der linken Seite der Zeichnung einen Längsschnitt, darunter einen Querschnitt von einer Fenster oder Türöffnung für Stahlzargen.
To Fig. 1
These shell concrete elements show a corner with a view and on the left side of the drawing a longitudinal section, including a cross section of a window or door opening for steel frames.

Zu Fig. 2
Diese Mantelbetonelemente zeigen eine Einschal­ möglichkeit für Betondecken.
To Fig. 2
These covered concrete elements show a formwork option for concrete ceilings.

Eine Einschalung die mit Holzwinkelbretter für innen und außen und einer durchgehenden Eisenstan­ ge mit Schalungsschlösser zusammen gehalten werden. Einen Querschnitt von einer Fenster oder Tür­ öffnung für Holzmodelle.A formwork with wooden angle boards for inside and outside and a continuous iron stand be held together with formwork locks. A cross section of a window or door opening for wooden models.

Claims (2)

Die rationelle, energieeinsparende Bauweise kann für alle Baustile verwendet werden. Kennzeichnender Teil The rational, energy-saving design can for all architectural styles are used. Characteristic part Die Bauweise ist dadurch gekennzeichnet, daß die vorgefertigten Teile ein schnelles Aufbauen ermöglicht und sehr energieeinsparend ist.The design is characterized by the fact that the prefabricated parts enable quick assembly and are very energy- saving .
DE19873737915 1987-11-07 1987-11-07 Cost-effective/energy-saving construction method Withdrawn DE3737915A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19873737915 DE3737915A1 (en) 1987-11-07 1987-11-07 Cost-effective/energy-saving construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19873737915 DE3737915A1 (en) 1987-11-07 1987-11-07 Cost-effective/energy-saving construction method

Publications (1)

Publication Number Publication Date
DE3737915A1 true DE3737915A1 (en) 1989-05-18

Family

ID=6340059

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19873737915 Withdrawn DE3737915A1 (en) 1987-11-07 1987-11-07 Cost-effective/energy-saving construction method

Country Status (1)

Country Link
DE (1) DE3737915A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006082182A1 (en) * 2005-02-02 2006-08-10 Henri Clervil Composition for insulating concrete, a building element for producing a lost formwork produced with said concrete, a lost formwork made from said elements and a thus produced supporting wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006082182A1 (en) * 2005-02-02 2006-08-10 Henri Clervil Composition for insulating concrete, a building element for producing a lost formwork produced with said concrete, a lost formwork made from said elements and a thus produced supporting wall

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Legal Events

Date Code Title Description
8139 Disposal/non-payment of the annual fee