DE1784905A1 - Building in box construction - Google Patents

Description

Patentanwälte 4-000 Düsseldorf, February 6, 1969

Dlpl.-lng. Sauerland Oeoilienallee 76

Dr. Ing Kor, ₃ Il / Schn / 24 671

DUSSELDORF
'Cecilienallee 76

P 14 34 7H.9 Tr ₀ A.

Lowe A Rodin, 8 Headfort Place, London, S «W ₀ 1 , England

"Building in box construction"

The invention relates to a building in room box construction in which prefabricated room units with their final trim and are positioned low, cast concrete interspaces next to and above each other and the walls of the room boxes, at least in part, of posts or _o carriers and attached to the inside Plates are made. Such buildings are known from French patent specification 1,269,080. With the help of the division into space boxes, it is possible to move the interior of the rooms away from the construction site to the factory, where the necessary linings, such as the parquet or Linoleum, the wall coverings and the Deoken, using modern methods of series production, for which one is dependent on a production hall, can be produced. For the completion of the building within the rooms, only solo work is left that depends on the wishes of the residents, such as wallpapering, painting in certain colors, laying the floors with fabric, etc. Gaps completed with concrete to a very high percentage "

To maintain a flawless building, you have to dit

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individual space boxes must be perfectly aligned with one another at the construction site. This alignment must be Great care must be taken when setting up the boxes, because a mistake was made in the process the pouring with concrete can no longer be corrected · But even if the coke boxes are perfect have been set up aligned, there is still the risk of falling into the gaps between the Space boxes penetrating concrete, the pressure of which is considerable, the individual space boxes go crazy again.

it would be conceivable to counter this problem by supporting the erected space boxes from the outside. Then, however, the concrete pressure on the outer support elements would be withstood by the space boxes VlY, which would suffer undesirable deformations and possibly even damage as a result.

The invention has for its object to simplify the work of alignment and relocations to exclude the effect of the pressure of the penetrating concrete. To solve this problem, tension members are provided according to the invention between adjacent space boxes, which connect these space boxes to one another. Since these tension members are easily durohweg Can be made equally long is the erection the space boxes in perfect alignment without any aiming or measuring. Prevent at the same time the tension members a shift under the effect of the concrete pressure without this pressure over the space boxes Is transmitted.

In the preferred embodiment of the invention, the tension members are. on opposite posts and necessary

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also fall carriers of side-by-side room boxes connected by hammering · File are called tension members Ladder-like structures are advantageously used, the spars of which are gripped by the brackets. Finally can it is advisable to place them between the posts or beams and to place rubber blocks on the clamps.

The invention is explained in more detail in the drawing, for example. It shows %

Fig. 1 is a perspective view of a space box, seen obliquely from above,

FIG. 2 shows an enlarged horizontal section to illustrate the space between adjacent space boxes and

ff ig «3 a perspective representation of details of the construction of a building from three interconnected space boxes and layers of concrete in between.

The Raumkaeten shown in Fig. 1 has essentially the shape of a cuboid with beveled edges "approximately 2.50 m wide, 2.75 m deep and 2.50 m Height, all measured inside. The walls of the room box consist of a framework with vertical posts 1 made of wood and intervening, also wooden bars 2. The edges of the unit are on the places marked 3 and 5 beveled. Horizontal bevels extend over the vertical bevels Latch 4.

The ceiling and floor of the space box consist in a similar manner of beams 6 and crossbars located between them 7 · At a distance from the beams 6 and crossbars

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7, two diagonal trusses 8 and 9 are provided above the ceiling, some of which are cut away are drawn and form the load-bearing elements that take up the load of further space boxes. These trusses can also serve to support the roof if it is a space box in the top layer is · On the inside of posts 1 and girders 6 as well as transoms 2 and crossbars Flatten 10 and 11 and not shown floor panels are attached, which the finished inner walls, form the floor and the ceiling of the space enclosed by the space box.

Formwork 12 and 13 made of metal mesh are attached to the outside of the posts 1 and 6 embossers, so that between them these formwork and the adjacent panels 10 and 11 air spaces remain. Instead of metal mesh strong layers of jute weave can occur.

In the special case of the space box shown in FIG a window opening 14 with a window 13 is provided. The side of the room box that has this window contains, is therefore arranged on the outside of the building and is accordingly not given any formwork made of braids

The space box shown in FIG. 1 is equipped with wheels 16 shown in this way. Such wheels can be provided to only facilitate the movement of the space box on the construction site. she but can also be used to facilitate the transport of the space box to the construction site by road or rail.

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How the space boxes are combined to form a building is shown in detail in FIGS. The vertical posts 1 of two "neighboring room boxes are equipped according SIg ₀ 2 with U-shaped brackets 59 which are fixed with the interposition of rubber blocks 60th your legs are provided with inwardly directed Äbwinklungen 61 for holding conductors 62nd Each circuit 62 is from two steel ϊ-profiles 63 which form the spars and which are connected by an undulating rod.

The ladders 62 form the tension members specified in the introduction Senses that facilitate and simplify the installation of the space boxes and also prevent them, that the boxes shift when the concrete is poured.

Between the posts 1 are the horizontally extending bars 2 and the formwork 12 in the form of metal mesh, There are air gaps between the formwork 12 and the panels 10.

The spaces between the formwork 12 are according to Pig. and 3 »after some space boxes next to each other and on top of each other have been erected, filled with concrete 64. Between the different layers of space boxes that are placed on top of each other, horizontal layers of concrete 65 are laid.

In Fig. 3 the outer cladding 66, which covers the front de »right lower space box forms, drawn partly broken off.

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Claims (1)

Lowe & Eodin, 8 Headfort Place, London, S.Wo 1 , England V_ / m: Patent claims: ο building in space box construction, in which the space boxes prefabricated with their final cladding and with small gaps cast with concrete next to φ and are placed one above the other and the walls the space boxes made of posts or «, beams and others Inside attached panels exist, characterized in that between adjacent space boxes tension members (62) are provided that connect these space boxes together » 2, building according to claim 1, characterized in that the tension members (62) on opposite sides Posts (1) and, if necessary, supports (6) of space boxes standing next to one another by means of brackets (59) are connected. 3 "Building according to claim 2, characterized in that that ladder-like structures (62) are used as tension members, the spars of the brackets (59) can be caught. ο building according to claim 2 or 3, d aJLju-irc h characterized that between the posts (1) or supports (6) and the clamps (59) rubber blocks (60) are arranged « 109846/0524