DE2156006A1

DE2156006A1 - CONCRETE FRAMEWORK (DIAGONAL ARRANGEMENT) WITH HARD FOAM OR. LIGHTWEIGHT FORMING ELEMENTS WHICH ARE FILLING, PLASTERING AND INSULATING PARTS AT THE SAME TIME

Info

Publication number: DE2156006A1
Application number: DE19712156006
Authority: DE
Inventors: Fred Konzuch
Original assignee: Individual
Current assignee: Individual
Priority date: 1971-11-11
Filing date: 1971-11-11
Publication date: 1973-07-26

Description

Vorteile gegenüber herkömmlichen Baumethoden: Herkömmliche Baumaterialien (Ziegel, Hohlblochksteine uzw.) sind in ihrem materiallen Grundwert gering. Erst durch teure Verarbeitung werden die Grundmaterialien zu kleinen Bauelementen, deren weitere Verarbeitung am Bau erneute hohe Kosten bereitet (Vermauern und Verputzen). Advantages over conventional building methods: Conventional building materials (Bricks, hollow blocks, etc.) are low in their material basic value. First expensive processing turns the basic materials into small components, their further processing in the building again causes high costs (bricklaying and plastering).

Eine Kostenersparnis konnte wegen des geringen katerialwertes nur in der Verarbeitung erreicht werden, dieses ist jedoch nicht möglich.Cost savings could only be made because of the low material value can be achieved in processing, but this is not possible.

Die Fertigbauweise in Form von Betonmontageteiben erfordert hohe Transport- und Montagekosten, in erster Linie gegeben durch das große Gewicht der Elemente. Ein gesundes Wohnen in Betonwanden it ebenfalls nicht gegeDen. Das hohe Gewicht entsteht dadurch, daß die Fertigbetonteile am Herstellungsort ihre statischen Werte erhält @@ Der Vorteil meiner Baumethod liegt der, @@@@ @@@@@ großen Elemente leicht sind (von einem Mann zu heben), bessere Isolierwerte haben, Verputzarbeiten sparen, da sie absolut genau sind, und ihre statischen Werte erst an der Baustelle bekommen. Diese Elemente lassen sich billig durch Maschinen herstellen. Da ihrer Form keine Grenzen gesetzt sind, lassen sich Bauformen herstellen, die bislang als unmöglich, oder zumindest als viel zu teuer ansehen werden mußten.The prefabricated construction in the form of concrete assembly panels requires high transport and assembly costs, primarily due to the great weight of the elements. Healthy living in concrete walls is also not an option. The heavy weight arises from the fact that the precast concrete parts have their static values at the place of manufacture @@ The advantage of my building method lies in the, @@@@ @@@@@ large elements easily are (to be lifted by a man), have better insulation values, save plastering work, because they are absolutely precise and their static values are only obtained at the construction site. These elements can be manufactured cheaply by machines. Because of their shape no If there are limits, designs can be produced that were previously considered impossible or at least had to be viewed as much too expensive.

Meine Bauelemente sind zwar vom Grundmaterialwert her teurer, aber in der weiteren Verarbeitung wesentlich kostensparender. Auch ist abzusehen, daß -sollte sich meine Baumethode durch3etzen- das Grundmaterial eine wesentliche Verbilligung erfahren wird.My components are more expensive in terms of their basic material value, but much more cost-saving in further processing. It is also foreseeable that - should my construction method prevail - the basic material will be significantly cheaper will be experienced.

Meine Bauelemente benötigen, gegeben durch ihre absolute Genauigkeit, keinen Verptitz. Die Elemente enthalten außerdem Hohlraume für Versorgungsleitungen, des weiteren Anschlagkanten für Türen und Fenster. L e e r s e i t eGiven their absolute accuracy, my components require no misery. The elements also contain cavities for supply lines, furthermore stop edges for doors and windows. L e r s e i t e

Claims

Wall construction panel for buildings to be constructed from precast concrete parts, thereby characterized in that the plate is made of concrete ribs with a rigid foam design, or lightweight panels is formed.

Description of the patent application for "concrete framework (diagonal arrangement) with hard foam or. TeichtbauElementen, which at the same time FLill, plaster and insulating parts are. "The components should be made of lightweight material (hard foam), which can be produced with machines with the greatest possible accuracy.

The size of the elements is determined by standards, which the possibilities take into account all, even more complex, designs of our time.

The components are glued on or to one another. The ones in the.

Diagonally arranged channels located in the elements are tamped with or poured concrete filled in After filling in, the result is a concrete framework. (Please refer Drawing 1).

There are 3 methods for processing: 1. With half-elements (half wall thickness, see drawing 2a) the floor height can be the height of the elements determine. These elements enable the entire construction of a by gluing them together Floor.

Then the smaller elements, their height about 1/4 or 1/3 aer floor, individually glued to the already standing half-elements and with Poured concrete. A filling control is given at this low height.

2. The full elements (see drawing 2b) are glued together urid eaten full. Since they are not the height of a floor, there is a check the concrete filling also given.

3. When using full elements, which are the height of a floor small ventilation holes are provided. By applying a vibrator the concrete should be compacted.