DE672691C - Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation - Google Patents

Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation

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Publication number
DE672691C
DE672691C DESCH101961D DESC101961D DE672691C DE 672691 C DE672691 C DE 672691C DE SCH101961 D DESCH101961 D DE SCH101961D DE SC101961 D DESC101961 D DE SC101961D DE 672691 C DE672691 C DE 672691C
Authority
DE
Germany
Prior art keywords
reinforced concrete
reinforcement
hollow
buildings
skeleton
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
Application number
DESCH101961D
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DESCH101961D priority Critical patent/DE672691C/en
Priority to DE1937SC113764 priority patent/DE690767C/en
Application granted granted Critical
Publication of DE672691C publication Critical patent/DE672691C/en
Expired legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B3/00Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/006Pressing by atmospheric pressure, as a result of vacuum generation or by gas or liquid pressure acting directly upon the material, e.g. jets of compressed air
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B13/00Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
    • B28B13/02Feeding the unshaped material to moulds or apparatus for producing shaped articles
    • B28B13/021Feeding the unshaped material to moulds or apparatus for producing shaped articles by fluid pressure acting directly on the material, e.g. using vacuum, air pressure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

Eisenbetonskelett für Bauwerke aller Art aus fertig zum Einbau gelangenden Eisenbetonhohlkörpern Eisenbetonskelette für Bauwerke aller Art, die aus vor dem Einbau fertiggestellten Eisenbetonhohlkörpern bestehen und deren herausstehende Eiseneinlagen der Verbindung der Einzelteile dienen, sind bekannt.Reinforced concrete skeleton for buildings of all kinds made from ready-to-install Hollow reinforced concrete bodies Reinforced concrete skeletons for structures of all kinds that were made before Installation of finished reinforced concrete hollow bodies exist and their protruding Iron deposits are used to connect the individual parts are known.

Die bekannten Ausführungen sollen dadurch eine Verbesserung erfahren, daß die Bewehrung aus steifen, gitterartig durchbrochenen, im Ouerschnitt in sich geschlossenen oder offenen Hohlteilen, z. B. aus Streckmetall, besteht. Der Vorteil eines derartigen Eisenbetonskeletts gegenüber den bekannten Ausführungen mit den üblichen Rundeiseneinlagen besteht darin, daß ein besonders gutes Zusammenwirken zwischen der Stahlbewehrung und dem Beton erreicht wird. Dadurch ergibt sich eine bessere Ausnutzung der Baustoffe Stahl und Beton in statischer Hinsicht, wobei gegenüber den bekannten Ausführungen genau wie im Eisenbetonbau mit schlaffer Bewehrung die steife, gitterartige Bewehrung nur die Zugkräfte und der Beton die Druckkräfte aufzunehmen hat.The known designs should experience an improvement as a result, that the reinforcement consists of stiff, lattice-like openwork, in the cross section in itself closed or open hollow parts, e.g. B. made of expanded metal. The advantage such a reinforced concrete skeleton compared to the known designs with the usual round iron inserts is that a particularly good interaction between the steel reinforcement and the concrete is achieved. This results in a better utilization of the building materials steel and concrete in terms of statics, compared to the known designs just like in reinforced concrete construction with slack reinforcement Rigid, lattice-like reinforcement only absorbs the tensile forces and the concrete absorbs the compressive forces Has.

Um nun eine verhältnismäßig einfache und zuverlässige Verbindung der Eisenbetonhohlkörper auf der Baustelle zur Bildung von Eisenbetonskeletten zu schaffen, wird zu diesem Zweck im Innenraum der Hohlkörper in geringem Abstand von ihren Enden ein mit der Bewehrung der Hohlkörper verbundenes, aus gelochtem Blech, Streckmetall, Drahtgeweberahmen o. dgl. bestehendes Drahtgewebenetz eingesetzt.In order to now have a relatively simple and reliable connection of the To create hollow reinforced concrete bodies on the construction site for the formation of reinforced concrete skeletons, is for this purpose in the interior of the hollow body at a short distance from its ends a perforated sheet metal, expanded metal, connected to the reinforcement of the hollow body, Wire mesh frame or the like. Existing wire mesh network used.

Der Raum an den Enden der Baukörper zwischen den Bewehrungsnetzen wird zur Verbindung der aufeinandergesetzten Baukörper mit Beton derartig ausgefüllt, daß der Beton bei dem Einbringen die beiden Bewehrungsnetze durchdringt.The space at the ends of the structure between the reinforcement nets is filled with concrete to connect the stacked structures in such a way that that the concrete penetrates the two reinforcement nets when it is introduced.

Um nun Pfeilergruppen miteinander zu einer gemeinsamen geschlossenen Tragkonstruktion knickfest zu verbinden, werden an den Stoßstellender Pfeilerbaukörper rahmenartige, steife Bewehrungen, die mit Drahtgewebe, Streckmetall, gelochtem Blech o. dgl. umhüllt sind, eingefügt. In den Zwischenraum der einzelnen Pfeiler wird dann der Bewehrungsrahmen mit Beton plattenartig ausgedrückt.To now pillar groups together to form a common closed To connect the supporting structure in a kink-proof manner, the pier structures are at the joints Frame-like, stiff reinforcements made with wire mesh, expanded metal, perforated sheet metal o. The like. Are enveloped, inserted. In the space between the individual pillars is then the reinforcement frame with concrete slab-like expressed.

Ausführungsbeispiele des Erfindungsgegenstandes sind in der Zeichnung dargestellt. Im einzelnen zeigen: Fig. i und 2 einfache Eisenbetonhohlkörper in schaubildlicher Darstellung, Fig. 3 bis 5 eine Pfeilergruppe und deren rahmenartige Bewehrung in zwei Draufsichten (Fig. 3 und q.) und einen Höhenschnitt (Fig. 5).Embodiments of the subject matter of the invention are shown in the drawing shown. In detail: Fig. 1 and 2 show simple hollow reinforced concrete bodies in Diagrammatic representation, Fig. 3 to 5 a group of pillars and their frame-like Reinforcement in two plan views (Fig. 3 and q.) And a vertical section (Fig. 5).

Im Innenraum der Eisenbetonhohlkörper wird in einem kleinen Abstand von ihren Enden ein mit der Bewehrung der Hohlkörper verbundenes, aus gelochtem Blech, Streckmetall, Drahtgeweberahmen o. dgl. bestehendes Drahtgewebenetz a (Fig. i und 2) eingesetzt. Zur Verbindung zweier aufeinandergesetzter Baukörper wird dann zwischen den beiden Bewehrungsnetzen a in den Hohlraum an den Enden der Baukörper Beton eingebracht (Fig. 2), der die Bewehrungsnetze a durchdringt.In the interior the hollow reinforced concrete body is at a small distance from its ends a perforated one connected to the reinforcement of the hollow body Sheet metal, expanded metal, Wire mesh frame or the like. Existing wire mesh network a (Fig. i and 2) used. For connecting two structures placed one on top of the other is then between the two reinforcement nets a in the cavity at the ends of the Structural concrete introduced (Fig. 2), which penetrates the reinforcement mesh a.

Sollen nun von den Pfeilern besonders große Lasten aufgenommen werden und dabei die einzelnen Baukörper nicht zu groß bemessen werden, so werden Pfeilerbaukörper nebeneinander oder mit einem kleinen Abstand voneinander gruppenartig angeordnet gemäß Fig. 3. Die Verbindung dieser getrennt voneinander angeordneten Baukörper erfolgt derart, daß an ..den Stoffstellen in die Lagerfugen der einzelnen aufeinandergesetzten Baukörper eine rahmenartige, steife Bewehrung b eingefügt wird, die mit Drahtgewebe, Streckmetall, gelochtem Blech o. dgl. umhüllt ist (Fig. 3 und 4). Durch diese Bewehrung wird der in den Hohlraum an den Enden der Baukörper eingebrachte Beton gedrückt.Are now particularly large loads to be absorbed by the pillars and the individual structures are not too large, so are pillar structures arranged next to one another or with a small distance from one another in groups according to FIG. 3. The connection of these separately arranged structures takes place in such a way that at .. the fabric points in the bed joints of the individual stacked Structure a frame-like, stiff reinforcement b is inserted, which with wire mesh, Expanded metal, perforated sheet metal or the like. Is encased (Fig. 3 and 4). Through this reinforcement the concrete placed in the cavity at the ends of the structure is pressed.

Der freiliegende Teil des Bewehrungsrahmens b in dem Zwischenraum der Pfeiler wird dann plattenartig mit Beton umgeben.The exposed part of the reinforcement frame b in the gap the pillar is then encased in a plate-like manner with concrete.

Claims (3)

PATENTANSPRÜcHR: i. Eisenbetonskelettfür Bauwerke aller Art aus fertig zum Einbau gelangenden Eisenbetonhohlkörpern, deren herausstehenden Eiseneinlagen der Verbindung der Einzelteile dienen, dadurch gekennzeichnet, @daß .die Bewehrung der Eisenbetonhohlkörper aus steifen, gitterartig durchbrochenen im Ouerschnitt in sich geschlossenen oder offenen Hohlteilen, z. B. Streckmetall, besteht. PATENT CLAIM: i. Reinforced concrete skeleton for buildings of all kinds made from finished hollow reinforced concrete bodies to be installed, their protruding iron inserts serve to connect the individual parts, characterized in that @ that .the reinforcement the hollow reinforced concrete body made of stiff, lattice-like openwork in the cross-section self-contained or open hollow parts, e.g. B. expanded metal. 2. Eisenbetonskelett für Bauwerk aller Art nach Anspruch i, dadurch gekennzeichnet, daß in die Hohlkörper im Innenraum in geringem Abstand von ihren Enden ein Bewehrungsnetz (a) aus gelochtem Blech, Streckmetall, Drahtgeweberahmen o. dgl. eingesetzt ist, das mit der Bewehrung ,der Hohlkörper verbunden ist. Zur Verbindung je zwei aufeinandergesetzter Baukörper ist der Raum zwischen den Bewehrungsnetzen (a) an den Enden der Baukörper mit Beton ausgefüllt, der die Netze durchdringt. 2. Reinforced concrete skeleton for buildings of all kinds according to claim i, characterized in that in the hollow body in the interior at a short distance from their ends a reinforcement mesh (a) made of perforated Sheet metal, expanded metal, wire mesh frame or the like. Is used with the reinforcement , the hollow body is connected. For connecting two structures placed one on top of the other is the space between the reinforcement nets (a) at the ends of the structure with concrete filled in, which penetrates the nets. 3. Eisenbetonskelett für Bauwerk aller Art nach Anspruch i und 2, dadurch gekennzeichnet, daß zur Herstellung von miteinander verbundenen Pfeilergruppen an den Stoßstellen der Pfeilerbaukörper rahmenartige, steife Bewehrungen (b) eingesetzt sind, .die mit Drahtgewebe, Streckmetall, gelochtem Blech o. dgl. umhüllt sind. In den freien Zwischenräumen zwischen den Pfeilern ist der Bewehrungsrahmen durch Aufbringen von Beton als Eisenbetonplatte ausgestaltet.3. Reinforced concrete skeleton for structures of all kinds according to claim i and 2, characterized in that for the production of one another connected groups of pillars at the joints of the pillars frame-like, Rigid reinforcements (b) are used, which are made with wire mesh, expanded metal, perforated Sheet metal or the like. Are encased. In the free spaces between the pillars is the reinforcement frame is designed as a reinforced concrete slab by applying concrete.
DESCH101961D 1933-08-13 1933-08-13 Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation Expired DE672691C (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DESCH101961D DE672691C (en) 1933-08-13 1933-08-13 Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation
DE1937SC113764 DE690767C (en) 1933-08-13 1937-09-07 Process for the production of reinforced concrete structures of all kinds with reinforcement

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DESCH101961D DE672691C (en) 1933-08-13 1933-08-13 Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation
DE1937SC113764 DE690767C (en) 1933-08-13 1937-09-07 Process for the production of reinforced concrete structures of all kinds with reinforcement

Publications (1)

Publication Number Publication Date
DE672691C true DE672691C (en) 1939-03-11

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DESCH101961D Expired DE672691C (en) 1933-08-13 1933-08-13 Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation
DE1937SC113764 Expired DE690767C (en) 1933-08-13 1937-09-07 Process for the production of reinforced concrete structures of all kinds with reinforcement

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Application Number Title Priority Date Filing Date
DE1937SC113764 Expired DE690767C (en) 1933-08-13 1937-09-07 Process for the production of reinforced concrete structures of all kinds with reinforcement

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19604690A1 (en) * 1996-02-09 1997-08-14 Zellner Wilhelm Building kit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19604690A1 (en) * 1996-02-09 1997-08-14 Zellner Wilhelm Building kit

Also Published As

Publication number Publication date
DE690767C (en) 1940-05-07

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