CH666935A5 - CONSTRUCTION FOR RESIDENTIAL PURPOSE IN CONCRETE OR PRINTED CONCRETE. - Google Patents

Description

DESCRIPTION

The invention relates to a building for residential purposes according to the preamble of claim 1.

Buildings in which the floor plan of the residential units can also be subsequently changed by non-load-bearing partition walls are generally known. In addition, it is also known to arrange ceiling panel parts protruding beyond the outer walls. This makes it possible to achieve an appealing appearance of the building with a strongly subdivided facade.

However, buildings with a clearly structured facade have so far been comparatively expensive because no options for inexpensive construction have yet been developed.

Thus, the unpublished DE-OS 3 126 256 relates only to buildings which have a strip foundation, bulkhead walls and ceilings as a storey partition, the bulkhead walls being offset from storey to storey and statically designed such that each bulkhead wall, based on the floor below or above has a covering or undersinking function. This means that only the span of the ceilings can be increased to some extent economically.

The publication by F. Hart "Baukonstuktion für Architekten", 1951, pages 160 and 161 only refers to the construction of hall roofs or roof trusses with lattice-like structures.

In the publication by H. Schmitt "Hochbaukonstruction", 1971, pages 375 and 376, support frameworks with cross or cross beams are described. Supporting structures of this type are preferably used for large buildings with large loads, such as Warehouses, multi-storey production buildings.

The object of the invention is now to create a building for residential purposes, which can be created at a low cost even with an attractive appearance and highly structured facade.

This object is achieved by the characterizing features of patent claim 1, because the features indicated there allow projecting floors to be realized at low construction costs.

This is particularly useful on difficult grounds2

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Extraordinary advantages, for example on slopes where there is a risk of ground shifting. A sufficiently deep foundation with a small floor plan is sufficient here, so that the soil in the vicinity of the foundation can move downwards without excessive loads. If necessary, this can also be promoted by a wedge-shaped plan with the tip pointing in the upward direction of the slope side.

The invention is explained below using a preferred exemplary embodiment which is illustrated in the drawing. It shows

Fig. 1 is a plan of a floor of an angular structure and

Fig. 2 is a plan view of a floor arranged above or below the floor of Fig. 1.

In the building shown, an angular corridor 17, the legs of which, together with stairs 19 arranged at an angle to one another, enclose an elevator shaft 18, two smaller housing units 20 and 21 forming a corner of the building, and two larger housing units 22 and 23, which have an essentially rectangular plan. To support the floor and ceiling panels serve on the one hand the outer walls 7 and walls 24 to 26 arranged within the building and in particular serving to separate residential units, which, like the pillars 10, with the floor and ceiling panels of the respective storey under tension and pressure are connected. In addition, main clamping lines 27 and 28 are arranged in the floor and ceiling panels, which extend in the extension of wall parts or in the area of pillars. Adjacent main tension lines or adjacent walls and main tension lines have a maximum distance between 3.5 m and 5 m.

Through the walls 24 to 26, each connected to the floor and ceiling panels by tension and pressure, and also by tension in the area of the main tension lines 27 and 28

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and pressure with the pillars 10 connected to the floor and ceiling slab, a girder-like composite with floor height is created, so that the ceiling slab of the next lower floor or the floor board of the next higher floor s need not have any visible supports within the next lower or next floor higher and despite the supposedly extraordinarily large span, they can only be dimensioned weakly.

In addition, alternating from floor to floor io balconies 29 (see FIG. 1) and oriel 30 (see FIG. 2) as well as closed living rooms 31 (see FIG. 1) and balconies 32 (see FIG. 2) are provided. The base plate of the balcony 29 rests on side walls 33 of the bay window 30 which are connected to this base plate by tension and pressure and on an outer wall part 7 ″ 'which closes the bay window, which is also connected to the base plate of the balcony 29 by tension and pressure The ceiling plate covering the oriel 30 hangs on the side walls 33 and the outer wall part 7 ″ of the oriel 30 on the floor above. The base plate of the balcony 32 rests on the one hand on the outer wall part 7 '(see FIG. 1) connected to it with tension and pressure, and on the other hand it is on the inwardly offset outer wall part 7' '(see FIG. 2) on the base plate of the floor above attached. 25 The foundation of the structure shown in FIGS. 1 and 2 can have a triangular plan corresponding to the corner points A, B and C, with one corner of the plan pointing in the upward slope direction H when the house is arranged on a slope. With this construction, any downward-moving soil can slide along the side walls A-C and B-C without placing a higher load on the foundations.

For the parts of the building protruding beyond the foundation walls, special support measures are not required if the outer walls outside the foundation are connected to the floor and ceiling panels with tension and pressure and thus form a beam-like structure with the respective floor heights.

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1 sheet of drawings

Claims (10)

666935 PATENT CLAIMS 1.Construction for residential purposes in concrete or prestressed concrete construction with several floors, each of which has a number of housing units (20-23) which can be changed in their floor plan by non-load-bearing partition walls, the wall parts (7, 24 , 25, 26) support the ceiling slab belonging to the respective living unit, which at the same time forms the floor slab of one or more residential units on the next higher floor, characterized in that at least in part of the floors the floor slab on its top and the ceiling slab on its underside on pillars (10) and / or wall parts (7,24,25,26) are stored, the greatest horizontal distance of which is between 3.5 m and 5 m, that these pillars (10) and / or wall parts (7, 24, 25 , 26) at least insofar as they are arranged without continuation on the next lower floor, with the adjoining ceiling and floor panels on pressure and Train are connected, and that in the floor and ceiling panels connected to the wall parts (7, 24, 25, 26) and / or pillars (10) by tension and pressure in the area of the respective wall part or the respective pillars in an extension of the wall part (7, 24, 25, 26) and / or are arranged going over one or more pillars (10). 2. Structure according to claim 1, characterized in that the wall parts (7, 24, 25, 26) connected to the floor and ceiling slab under tension and pressure can be equally subjected to tension and pressure in the horizontal direction lying inside the wall part . 3. Structure according to one of claims 1 and 2, characterized in that wall parts (7, 24, 25, 26) connected to the adjoining ceiling and floor slabs by tension and pressure, which optionally have openings, e.g. for windows, doors or corridors, can be supported on wall parts of the next lower floor or on pillars (10) arranged there. 4. Structure according to one of claims 1 to 3, characterized in that the wall parts (7, 24, 25, 26) of a floor connected to the floor and ceiling slab of the associated storey by tension and pressure transversely to the floor and ceiling and ceiling panel connected wall parts of the next higher floor are arranged. 5. Building according to one of claims 1 to 4, characterized in that arranged in a row one behind the other and / or in extension of a wall part (7, 24, 25, 26) connected to the adjoining floor and ceiling panels by tension and pressure (10) are connected to the floor and ceiling slabs of the respective storey by tension and pressure. 6. Building according to one of claims 1 to 5, characterized in that a ceiling plate (at least partially) covering a balcony (29) or a terrace is at least partially arranged as a base plate of a living space (30) projecting over the balcony or terrace, whose wall parts (33.7 "') above the balcony or terrace with the floor and ceiling plate of the living room are connected by train and pressure. 7. Building according to one of claims 1 to 6, characterized in that - at least in some storeys - one or more - preferably two - compared to an elevator and / or stairwell (18, 19) arranged on one side of the building on the opposite side of the building - Smaller residential units (20,21) are arranged side by side and that on the sides of the smaller residential units facing away from each other, a larger residential unit (22,23) with outer walls on both sides of the building and with an L-shaped floor plan, the legs of which are arranged partially enclose neighboring smaller residential units inside the building. 8. Building according to claim 7, characterized in that the smaller residential unit or the smaller residential units have an approximately square plan, preferably in the size of about 7.5 m x 7.5 m. 9. Building according to one of claims 1 to 8, characterized in that the above-ground parts of the building project beyond the foundations, the projecting parts of the building being led through wall parts connected to the floor and ceiling slab in tension and pressure by transversely to the sides of the foundation are stiffened and supported above ground. 10. The structure according to claim 9, wherein this is arranged on a slope side, characterized in that the foundation in the plan (A, B, C) is arranged in a wedge shape with the upward direction (H) of the slope side pointing (C) such that surrounding Soil is not or only slightly loaded on the foundations if it is moved.