DE2215011A1 - KIT FOR ERECTING PRE-FABRICATED HOUSES - Google Patents

Description

Karl A. B r o s 9.

DipMng. I.

1-8023 Munich - Pulle *!
Wtesersir.2, T.Ma «.7i33570,7« 17ll '

l) Br / No - P 7316 Munich-Pullach, March 27, 1972

BEI ¹ IUM üi'EEL ÜÜRPOHATIUW, a company under the provisions of the Iron & üteel Act 1967, 33, Grosvenor Place, London fc> W 1 , England

Kit for erecting prefabricated houses

The invention relates to a kit for erecting prefabricated houses and the prefabricated parts of such a kit.

In one aspect the invention provides a kit made of prefabricated parts, which includes the following components: upper and lower wall sections, the parallel edge to edge Can be arranged lying one above the other, a base plate and connecting devices, wherein the connecting devices are suitable around the base plate with the built-up wall sections in the area of adjacent edges of the wall sections to connect by reaching at least partially through the upper and lower wall sections and thereby simultaneously connect the upper and lower wall sections to one another.

The kit can also contain holding devices that arranged on the side of the wall opposite the base plate can be, the connecting devices are suitable to go through the wall sections to the holding

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directions to reach through.

The invention thus also creates a building structure a wall consisting of upper and lower wall sections, which edge-to-edge arranged one above the other parallel to one another are, and with a base plate, which means with the wall in the area of the adjacent edges of the wall sections Connecting means is connected which at least partially extend through the upper and lower wall sections and thereby simultaneously connect the upper and lower wall sections with each other,

Holding devices can be provided on the side opposite the base plate be provided, the connecting devices through the wall sections to the holding devices get lost.

.An edge of the base plate and the holding devices can together define a structure that includes the adjacent edges of the top and bottom wall sections.

The holding device can be formed by a plate.

Alternatively, the Halteeinricutung by an edge of a further base plate may be formed, which is arranged on the side of the wall opposite the first-mentioned base plate is.

The adjacent edges of the wall sections can be joined together butt and be locked against each other in order to arrange them in relation to each other.

The wall sections can each consist of one or more wall panels consist of a frame extending around the circumference and two parallel spaced layers of rigid insulation material within the frame, the frame upper and lower. Lower parts of a channel-shaped or

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U-shaped cross-section, which receives the layers, while the layers are spaced apart by inwardly protruding & .anten are kept, which are lengthways the legs of the parts with a channel-shaped cross-section extend.

The .kanten can be caused by deformations of the legs of the U-shaped Cross-section be formed, wherein the deformations form outwardly pointing JJuten in the legs, and wherein the after external channels in the mutually adjacent areas of Upper and lower wall sections take up latches or keys that define the wall sections in relation to one another.

If a wall section from a plurality of such wall panels consists, are the wall panels forming the wall section preferably firmly connected side by side.

The side edges of the wall sections can each with a column or strut, the pillars being connected to one another on respective sides of the upper and lower wall sections are.

The building structure can have two such walls in parallel Have spaced apart, wherein the bottom plate extends between the walls and wherein a transverse wall also extends between the walls. and with a Stiffening structure is provided which supports the first-mentioned walls against deformation due to wind loads. The transverse wall can be attached to the aforementioned walls by means of the aforementioned columns.

The transverse wall may have upper and lower sections, wherein the stiffening structure consists of a frame of deep cross-section extending horizontally between the first mentioned Walls and the ends of which form the joints between the

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speaking upper and lower wall sections of the first-mentioned walls bridged. The horizontal frame can with layers of rigid isolatxonsmateriai inside of the frame must be stiffened.

The building structure can have a pitched roof (for example a simply sloping roof or a gable roof) supported by frames mounted on the first-mentioned walls is, each frame consists of a number of struts and the roof has purlins that of vertical ones Plates are supported which are attached to the struts, thereby placing the load on each purlin on a number of the struts of each frame is distributed.

The purlins can be jib or lattice purlins.

Alternatively, they can consist of upper and lower elongated components that are joined together by means of shear plates are connected. The plates can have paddles on which the purlins are supported.

Alternatively, the building structure can have a flat roof, soft consists of a prefabricated sheet of elastomeric material that extends over the top of the building structure extends and is attached to this, for example is glued.

In another aspect, the invention provides a Building structure created to give way to one of the walls of the Building structure-mounted frame has supported pitched roof, each frame consists of a number of struts and the roof has purlins made up of perpendicular to the strut attached panels are supported, reducing the load on each purlin on a number of the struts of each Frame is distributed.

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In the following the invention with reference to one in the drawings exemplified embodiment explained in more detail. Üs shows:

Ji'ig. 1 the perspective appearance of a semi-detached house, the was made from a kit according to the present invention;

J? Y. 2 shows a vertical section through a load-bearing wall and a first blanket of the in Ji'ig. 1 illustrated House;

JTig. 5 is a horizontal section along line 2-3 of FIG Yy'ig. 1 through a connecting joint between a load-bearing partition and a lower transverse one Wall panel;

Yy'ig. 4 is a horizontal section along line 4-4 of Yy'ig. 1 through a connecting joint between a wall and an upper transverse wall panel;

J'ig. 5 is a vertical section along line 5-5 of FIG ü'ig. 1"

i'ig. 6 is a broken away perspective view of the roof of the FIG. ^{1 Xg.} 1 house illustrated; and

Jf'ig. 7 is a section along line 7-7 of Ji ¹ Xg. 6th

In Ji'ig. FIG. 1 is a perspective view of a pair of FIG Semi-detached houses 10, 12 shown according to the present invention. Wake up to the usual type of architectural representation In addition, house 10 on the left is turned upside down to show the rear view.

The houses consist of load-bearing timber walls 14, 16, one load-bearing partition 18 and transverse Jj'onster walls 20,22.

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The window walls do not bear any noticeable vertical loads however, stiffened in the manner described later in order to transmit wind forces between the walls 14, 1b, 18.

The load-bearing walls 14, 16, 1ö are with angular wall sections (only one of which is shown) built over with an iD pitched roof.

The exterior design of the mice can of course be selected. In the houses illustrated is on the .fcindwandungen 14, and on the first floor sections of the transverse upper window walls 20, 22 a cement plaster provided, which by Jürahtarmierungen is anchored to the walls. The wall sections of the transverse walls in the first btock are horizontal clad in steel planks, but can also be plastered. Examples of other alternative configurations put wooden boards in a üchiifsverband, Kachein or üchindeln represent.

From Fig. 6 it can be seen that the load-bearing walls 14, 16, 18 consist of upper and lower wall sections 30, 51 which are arranged parallel and edge to edge one above the other. Each section 50 »31 is reversible and consists of a number of Metal frames having panels 32a, b, c, d, which are both firmly connected to each other.

Each panel 32 has two parallel layers of wood fiber boards 34, 36 (FIGS. 2 and 3 ) which are covered with plasterboard 37 on their outwardly facing surfaces. The layers of plates 34, 56 are mounted at a distance from one another in a flat steel frame, which is made of profiled components with a channel-shaped cross-section in order to form a hollow wall. The top and bottom edges of the frame are formed by corresponding individual channel parts 38, 40 (i'ig. 2), which extend over the entire width of the panel, and the side edges of the frame are made up of two side-by-side channel sections 42, 44 ( i'ig. 3) formed.

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The adjacent channels 42, 44 of adjacent channels 32a, b, c, d rest back to back against one another (. Best seen from i'ig. 1 and 6). You are means Latches (not shown; connected to one another, which engage in rage 41 in the frame struts and they are still welded together. The adjacent channels 42, 44 thus form parallel double 'i' cross-sections, which the Paneie 32, 33 connect test together. Among other things, the fibreboard are stiff, they reinforce the frame 38, 40, 42, 44 in particular against deformation to form a parallelogram. Parts 45 »which are designed in the same way as parts 42, 44, are disposed back to back between the various layers 34,36 in each panel 32.

The layers of wood fiber boards 34, 36 are by means of the channels 42, 44, 45 and by inwardly projecting U-shaped Slats 47 held at a distance from each other, which in the middle along the struts on the upper and lower parts 38, 40 channel-shaped cross-section are formed. These ribs lead to outwardly pointing .Nuten in the struts or legs of the parts 38, 40. In the lower of these .Nuten are two short ones Bolt 48 welded in, which serve to protect the adjacent Parts 38, 40 of channel-shaped cross-section of the upper and lower wall sections 30, 31 to be arranged exactly on top of one another.

The upper and lower wall sections 30, 31 are open. both side icants with structural side columns 46 channel-shaped Provided cross-section, which welded back to back to the channel cross-sections 42, 44 at the edges of the wall sections are.

The walls 14, 16 and 18 spanning are in the above plane first floor of the building ceiling elements or panels 49, 50 (Fig. 2) arranged. The ceiling panels each consist of a the circumference reaching rectangular frame made of steel, which consists of parts 51, 52, 53 channel-shaped cross-section with in between arranged cross beams from ötahi also channel-shaped

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(Cross-section, of which only one is shown, aurgebaut is, soft the i'eiie 53, which form the sides of the frame and are channel-shaped in cross-section, which span the sides of the frame in the area of the transverse walls 20, 33. The (cross member are welded to parts 53 (only one is shown) at 56.

The outer frame parts 51 »52 of the ceiling panels 49, 50 lie in the area of the abutting upper and lower edges of the wall sections 30, 31 which form the wall 18. The upper and lower, in cross-section channel-shaped parts 38, 40 of these sections 30, 31 are in their flanges with holes provided, which with similar holes in the frame parts 51 » 52 of the ceiling panels match. Two sets of tension bolts 57, 58, which form the connecting devices, are made by the greater number of these holes (and by holes, which are provided in the wood fiber boards 34-, 36) stirred through and tightened around the edges of the two ceiling panels to pull firmly against the wedge sections 30, 31. The ceiling panels are thus attached to the wall 18, and furthermore the tension bolts 57 »58 secure the upper and lower wall sections of the wall 18 with each other, since the bolts 57 through the upper sections 31, the bolts 58 through the lower sections 30 reach through and secure both sets of bolts are anchored in the ceiling panels. The frame parts 51, 52 of the ceiling panels form a structure that connects the adjacent Uantenrahmen 38, 40 of the upper and lower wall sections includes and grips firmly, thereby the wall is wider reinforced by every inclination of the center of the wall ent-J harvest of the pillars 46 is prevented from bending.

The remaining holes in both sides of parts 38, 40 and in the frame parts 51, 52 take on bolts that are shorter than the bolts 57, 58 and not completely through the in cross section pass through channel-shaped parts 38, 4U. Instead, j or the shorter bolt is in engagement with a (. correspondingcj) mother, who on the .inside of the close ■ 11-

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the flange of the cross-sectionally channel-shaped part 38 or 40 is welded on. Like the bolts 57 »58 connect the shorter bolts the ceiling panels 49, 52 with the upper and lower wall sections 30, 31 and contribute simultaneously to the Connection of these sections with each other.

The shorter bolts increase the resistance of this structure to years of age. iSin fierce fire on only one Side of wall 18 can result in failure of the bolts or nuts on bolts 57, i? 8. If so, the shorter bolts were not provided, the ceilings on both sides of the wall would immediately be anchored unsafe. The shorter bolts however, the ceiling panels attach independently of the duct parts 38, 40, and thus, even if all of the bolts securing one of the ceiling panels were to yield, the other ceiling panels would remain secure, at least temporarily, and the top wall section 30 would likewise, at least temporarily be securely connected to the lower wall section.

The end walls 14, 16 are of the same construction as that Wall 18, however, they only have ceiling panels on one side. Regardless of this, the same principle is used, around the wall sections 30, 31 of these walls with one another and to connect the ceiling panels to these walls.

A retaining plate (e.g. 59, -Pig · 1) is on the outer surface each of the walls 14, 16 is provided to the function of the part 51 or 52 in Fig. 3 with an angular cross-section take over. The retaining plates are pierced to accommodate the tension bolts 57, 58, which are then tightened to secure the Ceiling panel 49 or 50 and the plate 59 tight against the wall to pull and at the same time to connect the wall sections to one another, in turn a structure is achieved which includes the abutting upper and lower edges of the frame of the wall sections. The retaining plates are also attached with some of the shorter bolts mentioned earlier. If then the longer bolts 57, 58 in the event of a fire

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should give way, then is the upper wall section, albeit temporarily, still held on to the lower wall section. The retaining plates 59 are of course after completion of the house hidden by the cement plaster.

in each of the walls 14, 16, 10, the channel profiles 46 are au! both sides of the wall sections JO, 31 i ^ nde adjacent to i ^ nde arranged and are by means of short sections of channel profiles, which are fixed on the inside of the channel profile 46 with bolts are firmly connected to each other, bridging the abutting surfaces.

Vertical loads on the ceiling panels 4y, ^> 0 are transferred to the foundations via the timbers 57 »58 and the frames of the lower wall sections 31 of the walls 14, 16, 18.

It should be emphasized that there are all vertical loads be absorbed by the walls 14, 16, 18, the interior division of the house is extremely flexible. Inner walls can expediently be provided by partition walls that extend between the rails provided on the floor and the ceiling.

If the distances between the walls 14, 16, 18 are greater than are normal, the ceiling panels can be replaced by post and beam frames, which are arranged between the walls 14, 16, 18 parallel to these, are supported on a section. the Beams and posts preferably have the same cross-section like the pillars 46 on.

The ceiling panels 49, 50 are on their upper and lower surfaces clad with a wooden floor 60 or a plasterboard ceiling 62. The insulation is provided by framed fibreboard 64 ensures that on the lower flanges of the cross members 5 ^ -, the angle sections 5 ^> 52 and on angle cross members 66 are supported, which on the rear surfaces of the cross member are attached.

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The transverse walls 20, 22 are each also made up of upper and lower Sections composed below the jübene of the ground cover or floor paneling.

The lower sections each consist of a wooden frame in which provision for windows is made in the desired manner. The edge parts 68, 70 are two adjacent frames illustrated in fig. The lower portion of the wall 22 is made up of three wooden sub-frames that are joined together are to accommodate the door niche.

The lower sections are outside mxt exiiei cement plaster 72 or alternatively designed with a metal cladding. Inside are those the surface coated with plasterboard '/ 4. One layer made of foamed polystyrene 75> those in the area of the (iipsplatten is arranged, is used for thermal insulation.

The upper sections 78, 79 of the transverse walls 20, 22 are made of one Metal frame construction. Jiin rectangular horizontal frame 80 (Fig. 4) of high cross-section extends over each section below one or more windows 81 in the first btock (Fig. 1). This frame forms a "wind yoke", which the wind loads on the l & id walls 14 or 16 on the columns 46 of the other load-bearing walls transfers and thus a Noticeable deformation of the structure is prevented.

üer frame 80 is made of horizontal profile parts 82 and vertical profile parts 8 $, which emrahmen wood fiber panels. vertical profile parts 83 lying next to one another lie against one another back to back and, like the profiles 42, 44 lying next to one another, are locked together or welded together via wall panels 32, 33. Since the wood fiber panels 84 are steep and strong, they reinforce the frame 80 in particular against a parallelogram-shaped deformation, and no diagonal transverse bracing must be provided. hen will. Such shutdowns do not have to be

be provided in the panels 32 of the wall sections jjU, y \ , since here the wood fiber boards 34, 36 again provide sufficient strength.

Jls can be seen that the wall portion 79 consists of a number of Panels is made, which consist of wood fiber boards 84 surrounded by metal frames. These panels are with each other connected not only by welding together adjacent profiles 83, but at the same time by the above and underlying profiles 82 which extend completely over section 79 and which are common to all panels and thus form the top and bottom edges of the frames which frame the panels 84.

Further profile parts 85 with a channel-shaped cross-section, the back welded together at Hucken and. are locked, extend vertically upwards from the wind yoke to a head beam ~ 86 (ü'ig. 6) also channel-shaped cross-section, the over the übe: cante of the sections 78, 79 above the Window or the window 81 extends to support. The head beam stiffens the top of the sections 78, 79 and carries at the same time the lower ends of the rafters of the roof. The spaces between the pairs of parts 85 are made of fibreboard 88 filled. The upper wall sections 78, 79 are outside clad with steel planking 92 on a timber framework y4 is attached. The interior lining of the sections consists of plasterboard 96.

At the edges of the sections 78, 79 there is removable mineral wool insulation 90 provided in localized areas to allow access to the side profile parts of the sections, where it is necessary to attach sections 78,79 to pillars 4-5.

The upper wall sections 78, 79 of the transverse walls 20, 22 are on fastened to the flanges of the »pillars 45 by means of bolts that run through

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the edges of the panel run. An example is in ii'ig. 4- the The location of a typical bolt at 98 is indicated. To get access to To obtain this and other similar bolts, the mineral wool 90 is temporarily removed. The wind yoke 80 extends to below the level of the Jj'uge between the upper and lower load-bearing sections 30, 31 and thus bridges the Jj'uge between these, üs is to the upper and lower sections of the pillars 46 fastened by means of bolts. As a result, the load-bearing walls 14, 16, 18 are reinforced again.

The wooden frame lower sections of the (transverse walls bear neither vertical loads nor wind loads and are attached to the pillars 45 by means of wood screws.

Jüin tape made of expanded polystyrene 99 is used for thermal insulation provided in pillars 4-5, and the pillars are by means of rolled profile cover strips 100, 101 C ^ 'ig 3 and 4-) closed.

The houses stand on a foundation made in one piece cast circumferential supports 102 C-fe'ig · 5) below the walls and Floor plates in the area enclosed by the circumferential supports. Jbiine vapor barrier is by means of a thick polythene sheet is created, which is located below the floor slabs and the perimeter support extends. Another protection against moisture is by a cover 102 of a Bituminous paint on the floor slabs and beams guaranteed.

The load bearing walls 14, 16, 18 are on the of the Circumferential supports protruding nozzle arranged by Holes in the floor profiles 40 of the lower wall sections 31 be included. The walls are not attached to the ifundament either Bolts held as the weight of the structure is enough to keep it stable against wind loads. The local arrangement A typical neck is at 104 in JJ'ig. 5 illustrates £ in mastic tape 106 and a ledge 108 are provided to ... 3__ to prevent moisture from entering underneath the walls

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avoid.

The non-structural lower portions of the transverse walls 20, are attached to the circumferential girders by means of approaches and powered driven weights attached, ivlne bituminous Gasket such as "Tockstrip" and a pumice similar to pumice 108 are used to keep moisture out.

The roof 26 consists of wooden rafters 110 (.ü'ig. 6J, which on Purlins made of metal high cross-section are supported. In U'ig. 6 two possible alternative forms of purlins are illustrated. A purlin 112 is a lattice purlin that consists of spaced profile parts 114 of channel-shaped cross-section which are interconnected by lattice bars, some of which are illustrated at 115. .Wine purlin 115 also uses the channel-shaped profiles 114 Cross-section, but these are connected by means of one of several book plates 116. The lower ends of the rafters are supported on the K.opfbalken 86 of the walls 20, 22, the are strong enough to withstand this small load, over the rafters are interposed with a layer of plywood from roofing felt 120 battens 11? attached. Roof tiles (122, tfig.y) are attached to the slats 117 in the normal manner.

The purlins 112, 113 are supported on gable wall sections 24. Each gable wall section consists of a metal frame, which is made of outer profile parts 124, 126, 128 channel-shaped cross-section, which at their intersections are welded together, wood fiber panels 130 extend between the parts 124, 126, 128. These rigid plates are of further professional parts 132 of channel-shaped cross-section framed, which engage one another back to back and are welded between the parts 124, 126 and the part 128 to act as struts in the same manner as in wall sections 79, so the gable wall section is 24 made of rigid interconnected panels

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det, which is stiffened by the plates 150 in the same way are, as is the case with plates 34, 36 and 84 of the Ji'all.

Support plates 134 · for the purlins are on a number of Points at the profile parts 132 with a channel-shaped cross-section attached by spot welding to support the pillars 112,113. The support plates are made of sheet metal and have a top edge 136 that is bent 90 ° to form a flange. The ends of the purlins are made using Bolts attached to this Ji! View. The support plates for the Purlins distribute the load from each purlin to a number of struts which are channel-shaped by the pairs of profile parts 132 Cross-section are formed. Since the ü'iansche continuously are, the position of the purlins on the pool is only chosen taking into account the load exerted by the roof. It is not necessary to move the purlins to the profile parts 132 to align. ± a number of spot welds is for each connection between a plate 134- and a Part 132 used to increase the joint area and to reduce the amount of stress. This allows thinner sheet metal to be used, some of the plates 130 are in iJ'ig. 6 partially or completely omitted to the to show support plates for the purlins.

The gable frames are arranged on top of the wall sections 32 of the walls 14-, 16, 18 by means of short profiles I38, which are attached to the profiles 38 of channel-shaped cross-section of the sections 32 are welded at 140.

The gable frames are in the short profiles 138 by means of Bolts held, which are arranged as indicated at 139. The bolts also serve to fasten prefabricated ceiling panels 143 with wooden frames, those with plasterboard 132 are disguised. A layer of mineral wool 144 is used Isolation.

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As an alternative to the overhead roof 26, a flat roof can be used will. Roof panels are similar to the floor panels 4-9, 5ü at the top of the load bearing walls 14, 16, 18 by means of bolts Defined as described for the floor panels, one Hulz planking is placed on the upper surfaces of the roof panels attached to the top of the house completely cover. The planking is then coated with bitumen and with loosely fitted sheets of bituminous roofing felt covered with a single prefabricated sheet of Butyigummi attaches to the wall wreath and the roofing felt is glued. The üummibahn is coated with bitumen, and A final layer of gravel is placed on the still damp Bitumen applied.

Although reference was made to a two-story residential building in the preceding description of an exemplary embodiment of the invention, it is obvious that the invention can be applied to low-rise buildings or other building structures that do not only have two or three floors.

all of those mentioned in the description and in the Drawings of recognizable technical details are important for the foundation.

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Claims (19)

Claims 1. Kit for the production of prefabricated houses, marked by the following components: upper and lower wall sections 31), which abut one another in parallel edge to edge Relationship can be established; a floor or ceiling panel (49) and Connection devices (57 »58), wherein the connection devices are suitable for the floor or ceiling panels on the built-up wall in the area of the adjacent edges of the To attach wall sections (30, 31) that they at least partially reach through the upper and lower wall sections (30, 31) and thereby simultaneously the upper and lower wall sections Connect wall sections together. Z. kit according to claim 1, characterized in that holding devices (50 or 59) are provided which can be attached to the side of the wall (30, y \ ) opposite the floor or corner panels (4-9), the fastening devices ( 57, 58) reach through the wall sections (30, 31) up to the holding devices (50 or 59). 3. Building structure, characterized by a wall that consists of upper and lower wall sections (30, 31) arranged edge to edge and parallel one above the other, and by a bottom or Ceiling panel (49), which is connected to the wall in the area of adjacent edges of the wall sections (30, 31) by means of fastening devices (57> 58), which at least partially extend through the upper (30) and lower wall section (31) and thereby fasten the upper and lower wall sections together at the same time. 4. structure according to claim 3 »characterized by holding devices (50 or 59), on the side of the wall opposite the floor or corner panel L (49), with the connecting devices (57, 58) reach through the wall sections (30, 31) up to the holding devices (50 or 59). 309811/0617 5- structure according to claim 4, characterized in that an edge of the floor or ceiling panel (49) and the holding devices (50 or 59) together define a structure, which are the adjacent edges of the top and bottom wall sections (30, 3D includes. 6. Structure according to claim 4 or 5> characterized in that the holding device is formed by a plate ^ 59). '/. structure according to claim 4 or 5i, characterized in that that the Malteeinricntung through an edge of another floor or Ceiling panels (50) is formed, which on the first Floor or ceiling panel (49) on the opposite side of the wall is arranged. 8. Structure according to one or more of claims f> to 7 »characterized in that the adjacent edges of the Wanu sections (30, 31) bear against one another and are locked in order to fix them in relation to one another. 9. structure according to one or more of claims 3 to 8, characterized in that the wall sections (30, 31) each from one or more wall panels (32) with one around the perimeter Reaching frame and two parallel spaced layers of solid insulation material (.34, 36) in the frame consist, the frame of upper and lower parts (38, 40) channel-shaped cross-section, of which the layers or Layers are taken up and the layers are held at a distance from one another by inwardly protruding strips 4 / are, which run along the legs of the (cross-section channel-shaped Parts (34, 36) extend. 10. Structure according to claim 8 and 9 »characterized in that that the strips (47) by deformations of U-shaped cross-section are formed in the legs, the deformations defining outward-facing rages in the legs that follow outwardly facing channels in the adjacent edges of the 3 0 9 8 11/0617 upper and lower wall sections C3O, 31) take up latches (48), which the wall sections (30, 31J in relation to each other localize. 11. Structure according to one or more of claims 3 to 10, characterized in that the side edges of the wall sections (30, 3 ^ ) are provided with a column (4-6J, and that the columns (46 ) on corresponding sides of the upper and lower wall sections are connected to one another. 12. structure according to one or more of claims 3 to 10, characterized by two walls (14, 16) in a parallel, spaced arrangement, by a floor or ceiling panel (49), which extends between the walls (14, 16), and by a transverse wall 2ü, which likewise extends between the walls (14, 16) and has a stiffening structure (80) which protects the walls (14, 16) against deformation due to wind loads. 13- Structure according to claim 11 and 12, characterized in that the transverse wall (20) is connected to the walls by means of the columns (46) (14, 16) is connected. 14. Structure according to claim 12 or 13, characterized in that that the stiffening structure consists of a frame (80) of deep cross-section, soft between the walls (14,16) extends and whose ends the Ji'ugen between corresponding upper and lower wall sections (30, 31) of the walls (14, 16) bridged. 15- structure according to one or more of claims 3 to 14, characterized in that the building structure has a gable roof supported on frames (24) , the frames (24) being mounted on the walls (14, 16) and each frame consisting of one Number of struts (32) consists, the roof has purlins (112, 113), which are supported by vertical plates (134) attached to the struts (32), whereby 309811/0617 the load on each purlin on a number of btreben (.32) of each frame (24 j is distributed. 16. »structure according to claim 1 $, characterized in that the Jr ¹ Ietten (115) (iitter purlins. Structure according to claim 1, characterized in that the greases (112) consist of upper and lower elongated components (114) which are connected to one another by cover plates (116 _/ ). 18. Structure according to claim 15, 16.) of 17, characterized in that that the .Platten (134) have flanges (136) on where the fats (112, 113) are stored. 19. structure according to one or more of claims 3 to 14, characterized by a flat roof, which is a prefabricated Includes web of elastomeric material that extends over the Top of the ü-eb. ^ deetr ^ ictur extends and glued to it is. 309811 / 0ei7