DE1434017C - Single or multi-storey building made from prefabricated structural elements - Google Patents
Single or multi-storey building made from prefabricated structural elementsInfo
- Publication number
- DE1434017C DE1434017C DE1434017C DE 1434017 C DE1434017 C DE 1434017C DE 1434017 C DE1434017 C DE 1434017C
- Authority
- DE
- Germany
- Prior art keywords
- plates
- corners
- supports
- plate
- wire
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 210000001513 Elbow Anatomy 0.000 claims description 2
- 239000002965 rope Substances 0.000 claims 2
- 229910052782 aluminium Inorganic materials 0.000 claims 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims 1
- 239000010425 asbestos Substances 0.000 claims 1
- 239000004568 cement Substances 0.000 claims 1
- 239000002131 composite material Substances 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 229910052895 riebeckite Inorganic materials 0.000 claims 1
- 238000004873 anchoring Methods 0.000 description 3
- 238000005267 amalgamation Methods 0.000 description 1
Description
sind in den F i g. 8 bis 11 dargestellt. Die in der Mitte einer Flächengrundeinheit, d. h. am Knotenpunkt zusammentreffenden Ecken von Platten sind durch ein Verankerungsteil 111 abgestützt, das in die nutenförmige Aussparung 103 der Platte 1 eingeschoben ist. Das Verankerungsteil 111 besteht aus zwei Scheiben 112, die über einen Kern 113 verbunden sind (vgl. F i g. 8 und 9).are shown in FIGS. 8 to 11 shown. The one in the middle of a basic unit of area, i.e. H. at the junction Meeting corners of panels are supported by an anchoring member 111 which is inserted into the groove-shaped recess 103 of the plate 1 is inserted. The anchoring part 111 consists of two disks 112 which are connected via a core 113 (see FIGS. 8 and 9).
Zur Verankerung der Platte 1 mit den Stützen 10 dienen in den Fig. 10 und 11 dargestellte Winkelstücke 114. Das Winkelstück 114 besteht aus zwei vorzugsweise gleich langen im rechten Winkel zueinander stehenden Schenkeln 115 und 116 zwischen denen sich ein im Querschnitt U-förmiger Flansch 117 erstreckt.Angle pieces 114 shown in FIGS. 10 and 11 serve to anchor the plate 1 to the supports 10. The angle piece 114 consists of two preferably equally long legs 115 and 116 which are at right angles to one another between which a cross-sectionally U-shaped flange 117 extends.
F i g. 12 zeigt das Winkelstück 114 in Verbindung mit der Platte 1 und der Stütze 10. Der Flansch 117 des Winkelstückes 114 greift in die Aussparung 103 der Platte 1. Die Schenkel des Winkelstückes 114 umgreifen die zwei von dem Winkelstück 114 umfaßten Platten 1 (Fig. 13). Der Flansch des einteiligen Winkelstückes 114 erstreckt sich nicht über die gesamte Höhe der Schenkel, sondern befindet sich nächst dem oberen Ende der Schenkel, deren untere Enden über Schrauben 118 od. dgl. mit der Stütze 10 verbunden sind.F i g. 12 shows the angle piece 114 in connection with the plate 1 and the support 10. The flange 117 of the angle piece 114 engages in the recess 103 of the plate 1. The legs of the angle piece 114 embrace the two plates 1 encompassed by the angle piece 114 (FIG. 13). The flange of the one-piece Elbow 114 does not extend over the entire height of the legs, but is located next to the upper end of the legs, the lower ends of which are connected to the support 10 via screws 118 or the like are connected.
In Fi g. 13 ist die Draufsicht einer aus vier Platten I bestehenden Flächengrundeinheit dargestellt. Die mittig zusammentreffenden Ecken sind über das in die Aussparungen der Platten 1 eingeschobenen Verankerungsteil 111 abgestützt. Der Zusammenhalt zwischen Stützen und Platten 1 wird durch die Winkelstücke 114 erreicht. Der Zusammenschluß der vier Platten erfolgt durch den die Platten in einer der Nuten umgebenden Draht- oder Seilzug 119, der durch Spannvorrichtungen festgezogen wird.In Fi g. Figure 13 is a top plan view of one of four plates I existing area base unit shown. The corners that meet in the middle are above the anchoring part 111 pushed into the recesses of the plates 1 is supported. The cohesion between supports and plates 1 is achieved by the angle pieces 114. The amalgamation of the four Plates is carried out by the wire or cable 119 surrounding the plates in one of the grooves, the is tightened by clamping devices.
Hierzu 1 Blatt Zeichnungen1 sheet of drawings
Claims (7)
benachbarten Plattenecken entsprechend angepaßt 60 In ; den F i g. 4 bis 7 sind Seitenansichten und sind, und wobei die Platten miteinander durch Draufsichten auf Stützen gezeigt. Die Stützen haben Spannmittel biegesteif verbunden sind. Zimmerhöhe, also etwa 2,50 m. Die Stützen 10 sind7. The multi-storey building made of prefabricated building opposite side of the plate has a trough conveyor elements, in which the floor ceilings are formed from three-dimensional indentations to accommodate horizontally square interconnected plates 55 fender installations. For the engagement of the supports, which are supported by zen 10 protruding tubular parts connected to the plate corners, the plates 1 are supported with supports, the plates being equipped with at most socket-like recesses 4. The two corners are supported by the supports, which in the corners of the panels, which have the recesses 4 on a cross-section of a panel corner or several, are made of load-bearing material,
adjacent panel corners adjusted accordingly 60 In; the F i g. Figures 4 through 7 are side views and are, and wherein the panels are shown together by plan views on supports. The supports have tensioning devices that are rigidly connected. Room height, so about 2.50 m. The supports 10 are
an den jeweils benachbarten Rändern ist sehr zeit- Die der Verankerung der Platten untereinanderIn the building according to the main patent, the corner of the plate 1-adapted in cross section. A connection of the plates by double props to each other is shown in Fig.6 and 7. Tensioning means 65 engaging the abutting plate edges according to requirements can also be more than accomplished. This clamping together of the plates two supports according to FIG. 4 be attached to each other,
at the adjacent edges it is very time-consuming to anchor the panels to one another
Family
ID=
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