DE343413C - - Google Patents

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Publication number
DE343413C
DE343413C DENDAT343413D DE343413DA DE343413C DE 343413 C DE343413 C DE 343413C DE NDAT343413 D DENDAT343413 D DE NDAT343413D DE 343413D A DE343413D A DE 343413DA DE 343413 C DE343413 C DE 343413C
Authority
DE
Germany
Prior art keywords
slots
beams
height
pins
slot
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.)
Active
Application number
DENDAT343413D
Other languages
German (de)
Publication of DE343413C publication Critical patent/DE343413C/de
Active legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/26Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
    • E04H7/28Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials composed of special building elements

Description

Eckverband für Behälter aus übereinandergeschichteten Balken. Behälterwände aus übereinandergelegten Betonbalken werden so hergestellt, daß die einzelnem Balken, die senkrechte Löcher oder Schlitze besitzen, so aufeinandergeschichtet werden, daß die Löcher oder Schlitze senkrecht durchgehende Öffnungen bilden, in welche Eisenstäbe eingelegt und vergossen werden.Corner brace for containers made from stacked beams. Container walls from superimposed concrete beams are made in such a way that the individual beams, which have vertical holes or slots are stacked on top of one another that the holes or slots form vertically through openings into which Iron rods are inserted and potted.

Entsprechend wird auch der Eckverband hergestellt, indem die senkrechten Löcher oder Schlitze in den ineinan.dergreifenden Enden der um den Eckwinkel gegeneinander verschwenkten Balken zu einer durchgehenden Öffnung übereinandergebaut werden, in die ebenfalls Eisen eingelegt werden.Correspondingly, the corner bond is also produced by removing the vertical Holes or slots in the interlocking ends of the corner brackets against each other pivoted beams are built one above the other to form a continuous opening, in which are also inserted irons.

Bei der Ausführung mit Löchern müssen die Balken einzeln hochgezogen und von oben auf die Eisenstäbe gereiht werden, was bei hohen Wänden schwierig ist.In the version with holes, the bars must be pulled up individually and lined up on the iron bars from above, which is difficult with high walls.

Haben die Balken Schlitze, so müssen vor diese besondere Bretter, Bleche o. dgl. gesetzt werden, um sie ausgießen zu können.If the beams have slots, special boards must be in front of them, Sheets or the like are placed in order to be able to pour them out.

Nach der Erfindung sind nun an den verbreiterten Balkenenden Schlitze derart angebracht, daß diese von den anstoßenden Balken geschlossen werden.According to the invention, slots are now on the widened ends of the beam mounted in such a way that these are closed by the abutting beams.

In der Zeichnung stellt Abb. z und 3 zwei rechtwinklig aneinanderstoßende Wandbalken in Aussicht, Abb. 2 und q. dieselben Balken im Grundriß dar.In the drawing, Fig. Z and 3 represent two abutting one another at right angles Wall beam in view, Fig. 2 and q. the same beams in the plan.

Abb*$ veranschaulicht den Behältergrundriß. Abb. 6 ist ein Schaubild der Eckverbindung in auseinandergenommenem Zustande.Fig * $ illustrates the tank floor plan. Fig. 6 is a graph the corner connection in a disassembled state.

Die Balken besitzen an den verbreiterten Enden Zapfen d und e von halber Balkenhöhe, und zwar erstreckt sich der Zapfen bei dem einen Balkenende über die obere Balkenhälfte (d in Abb. 3 und 6), bei dem anderen Balkenende über die untere Balkenhälfte (e in Abb. 2 und 6). In der Mitte der Zapfen ist ein Schlitz a ausgespart, der nach der Seitenfläche der Balken zu offen ist. Beim Zusammensetzern der Balken sitzt der Schlitz des einen Balkens jeweils winklig über dem Schlitz des nächstoberen und nächstunteren Balkens, so daß er durch den verbreiterten Kopf b des anschließenden Balkens nach außen, nach oben uid nach unten verschlossen wird. Es entsteht so eine senkrecht durchgehende Öffnung c, in welcher der Eisenstab sitzt.The beams have tenons d and e at half the height of the beam at the widened ends, namely the tenon extends over the upper half of the beam at one end of the beam (d in Fig. 3 and 6), and over the lower half of the beam at the other end of the beam (e in Fig. 2 and 6). In the middle of the pin a slot a is cut out, which is open to the side surface of the bar. When assembling the beams, the slot of one beam sits at an angle above the slot of the next upper and next lower beam, so that it is closed by the widened head b of the subsequent beam to the outside, to the top and to the bottom. This creates a vertically continuous opening c in which the iron rod sits.

Weil der Schlitz a beim Versetzen der Balken offen ist, ist es möglich, die einzelnen Balken seitlich an den Eisenstab, der in. der Gründung verankert ist, anzuschieben.Because slot a is open when the beams are moved, it is possible to the individual beams on the side of the iron bar, which is anchored in the foundation, to push.

Beim- Verlegen des nächsten Balkens schließt dieser den .Schlitz. Der durchgehende Hohlraum kann dann ohne besondere Maßnahmen vergossen werden.When the next beam is laid, it closes the slot. The continuous cavity can then be potted without any special measures.

Claims (1)

PATENTANSPRUCH Eckverband für Behälter aus übereinandergeschichteten Balken, dadurch gekennzeichnet, daß an den verbreiterten Balkenenden Zapfen (d, e) mit halber Balkenhöhe, die abwechselnd die obere und die untere Hälfte der Balkenhöhe einnehmen, und in diesen Zapfen zur Aufnahme senkrechter Bewehrungseisen winklig übereinanderliegende Schlitze (a) derart angeordnet sind, daß die Köpfe der aufeinanderliegenden Balken die Schlitze, die die sich über die halbe Höhe des anderen Balkenkopfes erstreckenden Zapfen durchdringen, nach außen, nach oben und nach unten verschließen, und daß der hintere Teil der Schlitze eine von unten bis oben durch die ganze Behälterwand durchgehende, senkrechte Öffnung bildet. PATENT CLAIM Corner connection for containers made of beams stacked one on top of the other, characterized in that on the widened beam ends pins (d, e) with half the beam height, which alternately occupy the upper and lower half of the beam height, and in these pins for receiving vertical reinforcing iron slots ( a) are arranged in such a way that the heads of the beams lying on top of one another close the slots, which penetrate the pegs extending over half the height of the other beam head, to the outside, to the top and to the bottom, and that the rear part of the slots is one from the bottom to forms a vertical opening that extends through the entire container wall at the top.
DENDAT343413D Active DE343413C (en)

Publications (1)

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DE343413C true DE343413C (en)

Family

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2550816A1 (en) * 1983-08-18 1985-02-22 Freyssinet Int Stup Methods for assembling, using prestressing, of prefabricated elements, at least some of which are made from concrete, and constructions obtained by such methods.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2550816A1 (en) * 1983-08-18 1985-02-22 Freyssinet Int Stup Methods for assembling, using prestressing, of prefabricated elements, at least some of which are made from concrete, and constructions obtained by such methods.

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