DE1759951B2 - BUILDING FROM PRE-FABRICATED SECTIONS - Google Patents

Description

Frame-shaped space units composed

Buildings known in principle, whereby these

The invention relates to a building with at least 15 units of multi-layer design, none of the approximately right-angled floor plan, but the one made of previously known room units has one on the manufactured sections, namely from two inner side arranged and the load-bearing framework of the wall-forming end sections and from a corrugated iron layer forming a unit.
number intermediate sections, is composed of In the building according to the invention, the latter will each contain a floor part, two such inner scaffolding-forming corrugated iron layer frames, the other side wall parts facing each other and an intermediate section on the outside with a Wärmeiso roof part, all of which essentially contain the lierung and one suitable outer layer or the same width and provided to form a frame-like skin and internally at least partially paneled transport and assembly unit firmly together with cladding panels. As a result, they are joined, with each of the named parts having every »5 support frame formed by the corrugated sheet metal, which is extremely strong and stiff outside the intermediate section, at least three layers, being» built in «, namely an inner and an outer sheet. that it is always at room temperature, ben-shaped layer and an intermediate layer that is un-heat insulating from fluctuations in the outside temperature. remains affected. As a result, it just moves

Such buildings are particularly suitable for am- 30 very little.

Bulante purposes, because they can be moved quite comfortably. The invention also provides a hair dryer section from one installation site to the next, as it was previously not possible to move with such a large amount. In addition, the rings can have cantilevered sections as much as possible without cuts in such a building, if they are to produce partition walls or support columns. In the moderately standardized, in fairly large series 35 form, how the invention is put into practice, and thus economically produced in a factory, each intermediate section is about 3 × 9 m in size House width is 9 m), and all of the length of the same can also be changed completely freely from Easy. be built, which means excellent freedom in designing the interior. Such an "empty" section is described in US Pat. No. 2,089,059, but with a thermal insulation that is adapted to the Nordic climate, the side wall parts of the intermediate sections, an inner and an outer layer of flat, internally paneled with plasterboard and completely sheet metal ·! have, between which one from the roof, weighs only about 3000 kg.
45 It is advantageous that the inner layer is in order. The supporting framework of the intermediate corrugated sheet metal is arranged in such a way that the cuts are therefore formed almost exclusively by the inner wooden frame that is open towards the interior of the intermediate section, whereas the corrugated troughs of the bottom part and the two lateral thin sheet metal plates are only used for stability. wall parts of the inner layer merge, contribute in a ring. With this known construction 5 ° This creates an open channel system for draft-free tion so that no economical lightweight ventilation and warm air heating of the building can be achieved. As a result of the different heat inside achieved, which also greatly simplifies the required expansion of the materials used and the installation installation,
flat and therefore inelastic sheet metal plates are, in a particularly advantageous embodiment, in the case of greater temperature fluctuations, and finally it is provided that voltage problems are to be expected. All corrugated iron layers of the building from The invention is therefore based on the object of corrugated iron strips with the longitudinal direction united in prefabricated sections building ongoing corrugation to create one of the type mentioned, whose uniform cross-sectional profile and on the cuts at low Weight and use of the material that is used, which is located under the best length of the longitudinal sides in the plane of the back of the corrugation, ie has outwardly directed flanges which, at the lowest price, can obtain the greatest possible free span at right angles of one at right angles to the main width, without that disadvantageous planar webs of the sheet metal strip protrude, movement tendencies as a result of fluctuating exterior temperatures also merge at right angles into the bottom of the sheet metal temperature and mechanical stress, and that the width of one strip. see one of the webs and the adjacent trapezoidal part of the floor located in the form of the corrugated back, according to the invention, that the inner layer of each intermediate of the sheet metal strip is slightly larger than the width of the

the rest; between two adjacent corrugation backs and on the other hand a number

located parts that. in turn are of the same width. speaking, room-delimiting corrugated iron layer des

In this way, an extremely rational and bottom part A is denoted by 2 and is used for the purpose

cost-saving factory mass production of the stiffener back to back with one on top of it

Building. 5 second layer of corrugated iron attached to the underside 3

An embodiment of the invention is summarized in FIG. Also these layers 2 and 3 are

Drawings and is shown in more detail below from corrugated iron strips attached to one another

explained. It shows assembled, the back of which is in the

Fig. 1 in a perspective and schematic direction between the side wall parts B extending

Representation of the basic division of a geo-ken. The room-delimiting corrugated sheet layer 4 of the

Building according to the invention in transportable roof part C is also made of corrugated iron strips, with

cuts, the corrugation back between the side wall parts B

2 shows, in a simplified representation, a transverse arrangement, assembled and forming the undercut through the building, belt of a half-timbered construction, which also

F i g. 3 shows a cross-section in an enlarged representation, two inclined in opposite directions, treatment by a strip of corrugated iron, which is essentially connected to one another and forms the roof ridge Liches construction element of the building shown corrugated sheet metal layers 5 with in the roof direction, running wave back and on the other hand a number

F i g. 4 shows a horizontal section through a part between the corrugated sheet metal layer 4 and the two-part roof corner-forming outer walls of the building, ao first-forming corrugated iron layers 5 attached

Fig. 5 comprises in an enlarged representation a partial connecting struts 6 and 7, which preferential

cut through the building like the one on the left, also made of corrugated iron from above

Part of Fig. 2, there are underside of the wave back, wherein

Fig. 6 shows a partial longitudinal section through the building these strut sheet metal layers, preferably the

and its one end wall, »5 the same width as the rest of the intermediate section and

F i g. 7 shows, in an enlarged view, a perpendicular strip of corrugated iron of the same type as that

th partial section through a space-delimiting corrugated rest of sheet metal layers are put together. the

sheet metal layer in the building and outer edges of the roof ridge forming

Fig. 8 is a perspective partial view of how the sheet metal layers5 are with the corresponding margins

The corrugated iron layers of the building are slotted and the corrugated iron layer 4 of the delimiting the room is differentiated

be cranked. Roof part as well as with the space-delimiting weJl-

As shown in FIG. 1 can be seen, the building has sheet metal layers 1 of the side wall parts B rigidly connected

has a right-angled plan and is made up of two den, and the latter are in turn at their lower

each forming an end wall, denoted by G ends with the ends of the corrugated sheet metal layer 2 of the

End sections and from three designated M 35 bottom part A rigidly connected. Thanks to the half-timbered

Intermediate sections assembled, with the similar design of the roof part C, which is through the

Intermediate sections M on a suitable, non-lower layer of corrugated iron 3 achieved stiffening dei

Foundation shown between the end sections G corrugated sheet metal layer 2 of the bottom part and the rigid

are arranged and with these as well as the connection between which the inner support frame is formed

Mutually to a building of desired 40 end parts one obtains a very good stability

Let size merge, which one if necessary and load capacity. Especially for the construction

be broken down again into the units mentioned, the one that distributes the load on the roof is advantageous

can, whose size with consideration of the convenient function of the roof part designed as a framework.

Transport has been chosen. With respect to the outside of the inner supporting structure described

Structural training and apart from any 45 there is thermal insulation everywhere, which with i

Doors and windows, which are not shown, are designated and preferably made of an incombustible

two end sections G mirror images of each other is made of insulating material,

and are by and large disc-shaped. Outside the insulation is an outer jacket

The intermediate sections M are also provided, some of which also have different parts;

Window and door openings, inner partitions made of corrugated iron and made of sheet metal strips of the same ·

Apart from the and special pieces of equipment, they are put together in special types that are inside

structurally the same, but with their own supporting structure included. In the side wall

is understandably possible, its width in the longitudinal part B forms this outer corrugated sheet 8 a

direction of the building, d. H. perpendicular to the plane of the facade layer with vertical waves

of the end sections G to vary if necessary. Each 55 back while the corresponding outer sheet

The intermediate section M comprises the sub-base 9 as the main grain layer of the base part A

components a bottom part A, two opposite one another - the latter serves as a load-transferring element

standing side wall parts B and a roof part C, which between the inner support frame and the Funda

contains both ceiling and roof, whereby it is ment, whose load-bearing walls or beams are at F.

in the example shown, a gable roof is 60 are interpreted. The order contained in the outer jacket

As can be seen from Fig. 2, the intermediate sheet metal layers belonging to the roof part C are formed

Section M, like a double-walled construction, is formed exclusively by the roofing layer 10 of the intermediate section, in that the interior of the building is first section with a section running in the direction of the roof!

Line from an inner, space-delimiting corrugated corrugation. The intermediate section forms as

Sheet metal layer is enclosed, which forms the supporting structure of the 65 a complete unit from the blind to the building. In the side wall panels B , this is the roof covering.

inner layer of corrugated iron is designated with 1 and from the (tie end walls forming end sections C Edged sheet metal strips with vertical correspond in their general structure to the pages

tenwandteile B of the intermediate sections. The Endringer heat transfer capacity, ζ. Β. Made of wood, sections are set up to be simple and made. Each pair of opposing detachable ways with the adjacent intermediate sheet metal strip D can be united together with the associated section M , preferably by means of the next pair of spacer planks 16 and the in-between screw connections, if it is not preferred, each 5 lying insulation / as one primary construction end wall can already be considered in the factory with an associated structural unit, with each intermediate section being connected. As the end portion G and the side wall portions B of a best seen in Fig. 4 and 6 it can be seen, each intermediate portion M is normally made of so each end portion G in part of a composed inne- a plurality of such units, reindeer corrugated metal layer 11, the frame in edgewise - io the corrugated sheet metal attached to one another for this purpose and attached to one another by screw connections 17 between planks 16 lying next to one another with vertically extending corrugated backs is put together to form larger units. and from a corresponding amount. On the outside are the built-up outer corrugated sheet metal layer 12, with joints between the primary structural heating elements between the sheet metal layers and an insulation / protruding covered by sheet metal gutters 18, the outside of which is visible. At the lower edge of the end sections cut trapezoidal and the shape of which is the same is due to a double cranking of the inner corrugated as that of the corrugated back e of the sheet metal strip profile, sheet metal layer 11 a rigid connection between this layer and the outer corrugated sheet metal layer 12 strips the sheet metal channels 18 also cover the created, as shown at 13 in FIG. 6, during 20 screwing, whereby the wall receives a uniform appearance, the sheet metal layers at its upper edge. The same method of assembling the bolt extending along this edge will also be held together between the various intermediate 14, which is used in the erection sections M of the building, although the device of the housing with a sheet metal gutter 15, which assembly with screws here on the building Windbreak and roof cladding forms. 25 place takes place,
is covered. As can be seen from Fig. 6, the to the

As already mentioned, the various corrugated sheet metal layers 5 forming the roof ridge of the building shown are made of sheet metal strips that listen next to one another to the above-described attached strips of corrugated sheet metal, e.g. B. Alumi-way with the corresponding sheet metal strips of the nium. Corrugated iron or steel sheet, assembled. 30 roofing layer 10 by means of edgewise placed the latter types of corrugated iron on purpose-connected planks 16, which are just in front of the corresponding way, z. B. by electroplating, against rust-related planks of the side wall parts B are. Which have been protected and then possibly painted joining the primary construction units. The sheet metal strips are continuously one and the same is done in this case by screwing the same design, and Fig. 3 shows a grain 17, and on the upper side, the joints are complete cross-section of a preferred design covered with sheet metal gutters 18,
shape of this strip, which is designated as an individual part with D in the various To an impressions of the figures forming the roof. From sheet metal strips D, z. B. as a result of snow accumulation, to Fig. 3 it can be seen that avoid the corrugated iron strip D, is also between the corrugated iron outwardly, in one and the same plane 40 layers a number of edgewise, wood-lying flanges α , which are attached at right angles from ner cross member 19 , which each have a length each an inner, at right angles to the main plane, which protrude the distance between the planks 16 directed web b , which also corresponds to each primary structural unit, transitions at an angle into the bottom of the strip profile, and with their The ends are connected to these planks of which there are several trapezoidal 45 between the webs b to form stiffening frames,
shaped corrugated back e protrude, the top of which As also from F i g. 6 it can be seen, below in the same plane with the two flanges u separates the construction of the bottom parts A in lies. The strip profile is also designed so that certain essential points of the construction the width of each between one of the webs /) tion of the wall parts. As already emphasized and the adjacent corrugated back e , the upper corrugated sheet 2 of part c of the strip base is somewhat larger than the corrugated sheet D by a width of the remaining corrugated sheet 3 lying between two adjacent corrugated sheets 3 immediately below it, and strip bottom parts d located at the back e , which in turn are in such a way that two mirror images of each other are of the same width, which preferably attached sheet metal strips by riveting corresponds point to the width of the flat arch tops. 55 weld or the like in several places between

As can be seen from Fig. 4, at the end Siren edges as well as along the same with sections G of the housing and the side wall aid of wooden strips 20 are joined together. The parts of the intermediate sections M the sheet metal strips, the primary construction switch formed in this way, the inner WeHWechschichten 1 and II units have the same width as the enispredarsteDea, as well as the sheet metal strips which form the outer 60 corresponding primary construction units of the rest of the corrugated sheet metal layers 8 and 12 , edgewise parts of the building and are mutually side and reversed in pairs and mutually joined together at Sehe by screw connections 17 by means of perpendicular planks 16. the <äc \\ corresponding to those of the "walls. The wiseni between the flanges a of the two sheet metal strips However, the difference lies in the fact that they both extend and are connected in an expedient manner both with 65 layers of corrugated iron 2 and 3 with the blind base 9 of these flanges and with the corresponding bars b of the sheet metal strips, which are connected exclusively with the help of beams 21 Boh- are that run across the sheet metal strips and len 16 are made of a suitable material with their upper and lower sides to accommodate the

9 10

Corrugated back of the corrugated sheet metal layer 3 and the Un- As can be seen from the above, the bottom 9 are profiled. The beams 21 of each intermediate section M in the space-delimiting corrugated sheet metal have a length which corresponds to layers 1, 2 and 4 of each intermediate section of the section width, and the sheet metal strips contained in the tesM are attached in such a way that single continuous elements in each intermediate 5 have their flanges α are directed towards the inside and narrow section. The blind base 9 is in turn aligned with one another. This means that the simple sheet-metal strips are also assembled, the edges of which are firmly connected to one another with wooden strips 22 at wave troughs between the corrugation backs e and are just opposite one another and are fastened to one another at their ends by means of screw connections 17. the cladding panels mutually with each other in The subfloor naturally has the main task of relating the io connection, as indicated by the arrows 32 in insulation / to wear, and at the same time represents a part of FIG. 5 is indicated. The wave troughs thus form the outer sheet metal jacket of the building. As far as an open channel system is concerned, not only an invisible line routing under the cladding panels, the corrugated iron layer 4 forming the ceiling, it is in the same way as the but also a circulation of the suitable blind base 9 constructed, ie made of simple sheet metal 15 way of heated air,
strips with wooden strips 22, which are held together by screwing 17 in the manufacture of the building described. It should be noted, however, that it has proven to be particularly advantageous that the corrugated sheet metal layer 4 is contained in the sheet metal layers previously contained in the inner and outer jacket of the intermediate-described framework construction with included sections M , ie the fen and thus through the connections with the 20 sheet metal strips D, to unite corrugated sheet metal layers 5 by an overlap connection and the connecting struts 6, which are conveniently riveted or point and 7 stiffened. lets weld. This is especially true for the connec-

The space-delimiting corrugated iron layers 1, 2, 4 between the corrugated iron layers 1 and 2 and 11 are set up on the inside facing the corrugated iron layers 1 and 4 and 5 on the inside, with a casing and the connection between the sheet metal cladding panels to be paneled. The layers in the outer jacket, but also for the bottom part A , are clad with a suitably fastened bond between the corrugated sheet metal layers 11 or 12 floor panels 25, which form the floor end sections G, as shown at 13 in FIG den, and on the underside of the corrugated sheet 4 is. A necessary prerequisite for such an overlapping connection in an easily detachable and replaceable manner is, however, that the individual cladding panels 26 are attached, which the actual sheet metal strips D can be bent, which form the front ceiling. The insides of the side wall are also made with similar cladding panels in the manner illustrated in FIG. 8. As paneled from the lower part of this part of the building. As shown in FIG. 7 shows the figure, if the strip is at the bottom, these cladding panels 27 are slotted on their 35 parts r or d all the way to the inside of the wave back with horizontally extending hook strips back e , as shown at 34, and 28 are provided that can be hooked on tongues 29, although along the desired bending line 35, which is punched out of the corrugated back of the space delimiting substantially at right angles to the corrugated back of the corrugated sheet metal layers 1 and 11 and hooked sheet metal strips. Of these are main shaped curved. These tongues can easily be slit 34 from, furthermore, secondary slits 36 are made and there is no need for loose fastenings on the side edges of the strip base parts c or d , such as fasteners. B. Screws or rivets. cut along, these latter slots of course, similar tongues can also be given a length which corresponds approximately to the profile height for hooking the cladding panels 26 for that of the sheet metal strip, if a right-angled ceiling is used. 45 buckling is desired. The between the seconds

Just like the width of the intermediate sections M at the därschlitzen 36 on both sides of the main slits

Best tongues formed a whole multiple of the sheet metal strip width 34 are somewhat when buckled

represents, the length of the intermediate section is also bent downwards, at the same time for this purpose

this sheet metal strip width is adjusted in such a way that it ensures that the side parts of the waves

outermost planks 16 of the end walls forming 50 end of the buckling fall into one another. Like from the

End sections G in the corners with the side wall upper part of FIG. 8 can be seen overlap

part ß of the adjacent intermediate section on which these side parts each other after the kink and

in Fig. 4 can be connected. can then easily be connected with rivets 37

The planks are combined with angle profiles 30, while the aforementioned tongues, such as

screws, and after applying insulation / 55 indicated at 38, can be folded together,

between the planks, the corner is sealed with a sheet metal, although here, too, rivets or spot welding

channel 31 covered, whose side edges the soles 16 is conceivable.

Raid overlapping on the outside with the arching strip pronlectric curvature of the corrugated iron tire D results in a

ments in the corrugated iron layers 8 and 12 together very reliable connection. A double bend

fall down. The aforementioned sheet metal channel 15 is only 60 kung at the lower edge of the end sections G.

formed sufficiently long to require the upper end, whereas the kinks of the rest

to cover the angle profile. Layers of corrugated iron everywhere are simple.

1 sheet of drawings

Claims (11)

Patent claims: 1.Building with an at least approximately right-angled floor plan, consisting of prefabricated sections, namely from two frontal wall-forming gntj sections and from a number of intermediate sections, is composed, of which the latter each have a base part, two each other contain opposing side wall portions and a roof, all essentially the have the same width and are firmly joined together to form a frame-like transport and assembly unit each of said parts of each intermediate section having at least three layers has, namely an inner and a outer disk-shaped layer and an intermediate heat insulating layer, characterized in that the inner Layer (1, 2, 4) of each intermediate section (M) made of corrugated sheet metal, the corrugation of which is parallel to the plane of contact runs between the sections, is joined together in such a way that a dimensionally stable, the frame forming the supporting structure of the building is created, at least on its inside is covered in places with cladding panels (26 and 27) or floor panels (25). 2. Building according to claim 1, characterized in that the troughs of the bottom part (A) and the two side wall parts (B) of the inner layer (1, 2, 4) which are open towards the interior of the intermediate section (M) merge into one another (FIG. 8 ). 3. Building according to Anspvuch 1 or 2, characterized in that the inner layer of corrugated iron (1) of the side wall parts (B) with the help of vertical, spacing planks (16) made of material with low thermal conductivity, preferably wood, rigid with a facade forming outer corrugated sheet metal layer (8) is connected, the corrugation also runs vertically. 4. Building according to one of claims 1 to 3, characterized in that the inner corrugated sheet metal layer (2) of the bottom part (A) is joined back to back with a second corrugated sheet metal layer (3) attached to its underside and together with this second layer a blind bottom (9) also made of corrugated sheet metal is connected by means of bars (21) made of material with low thermal conductivity, preferably wood, and extending transversely to the corrugated back of the sheet metal layers, and that the insulating material (/) between the second corrugated sheet (3) and the blind base (9) is attached. 5. Building according to one of claims 1 to 4, dadurcli characterized in that the inner corrugated sheet metal layer (4) of the roof part (C) forms the lower chord of a truss structure, the two inclined in opposite directions, roof ridge-forming corrugated sheet metal layers (5) with extending in the roofing direction corrugation and a number of connecting struts (6 and 7) provided between this lower chord and the corrugated iron layers (5), which are preferably also made of corrugated iron with a vertical corrugation, and that the outer Räfidef aät daehfifSÜMldcndeü .blechschichten (§) rigid with the corresponding Edges of the inner WeUblechschieh (4) forming the lower chord are connected. 6. Building according to claim 5, characterized in that the roof ridge-forming layers of sheet metal (5) with the help of distance-maintaining, preferably extending in the direction of the roof pitch Planks (16) and cross members (19) made of material arranged at right angles to them low thermal conductivity, preferably wood, rigid with an overlying roofing layer (10) made of corrugated sheet metal with corrugations running in the direction of the roof pitch are, and that the insulating material (Z) between the roof ridge flooring WeUblechschieh (5) and the roofing layer (10) is attached. 7. Building according to one of claims ϊ to 6, characterized in that the inner layer (1, 2, 4) consists of trapezoidal corrugated sheet metal and that the sheets in the corners between the bottom part (A) and the side wall parts (B) or . Between the latter and the roof part (C) are joined by lap connections, at least one sheet metal having an edge portion which, after local slitting, is bent out from the main plane of the sheet metal along a line running at right angles to the corrugation ridges (Fig. 8). 8. Building according to claim 6 or 7, characterized in that the outer layer of corrugated iron (8), the sub-floor (9) and the roofing layer (10) by means of lap joints are connected, wherein at least one sheet metal layer has an edge portion that after local slitting along a line running at right angles to the back of the shaft is bent out from the main plane of the sheet metal (Fig. 8). 9. Building according to one of claims 1 to 8, characterized in that at least some parts of the inner layer (1, 2, 4) on their inside with fasteners for the releasable fastening of the associated cladding panels (26 and 27) are provided, and although in the form of tongues that are punched out of the sheet metal and bent out of the same hook-shaped are to lay down with hook strips (28) on the back of the cladding panels of the latter to work together. 10. Building according to one of claims 1 to 9, characterized in that each of the two outer intermediate sections (M) each with a face wall-forming section (G) firmly joined together is, which also has an inner WeUblechschicht (11) with vertically extending corrugation as well as an outer layer attached at a distance therefrom and serving as a facade surface, preferably made of corrugated iron. 11. Building according to one of claims 1 to 10, characterized in that all corrugated iron layers of the building are composed of corrugated iron strips (D) with corrugation extending in their longitudinal direction, which have a uniform cross-sectional profile and on the long sides in the plane of the corrugated back (e) lying, outwardly directed flanges (a) 3 4 which protrude at right angles from a right-hand section of corrugated iron, the corrugation of which is parallel to the main plane of the beveled strip on the plane of contact between the inclines, which also runs right, is joined together in such a way that a dimensionally stable angled into the ground of the sheet metal strip escapes over the frame forming the supporting structure of the building, and that the width of a part (c) located between a 5, the webs (b) , which is at least positioned on its inside, and the adjacent trapezoidal-shaped back with cladding panels or floor panels (c) the bottom is covered dens of the sheet metal strip is somewhat larger than the one with the ErSndjjiig ynzd also eiae rshmsnicnnige Width of the rest of the space created between two adjacent space units, the supporting structure of which is from Parts located on the back of the corrugation («Q, which in turn io the corrugated iron are of the same width. layer is formed. From the literature are from prefabricated ones