DE3708990A1 - Concrete ribbed slab for building construction, and process for producing and mounting the same - Google Patents

Concrete ribbed slab for building construction, and process for producing and mounting the same

Info

Publication number
DE3708990A1
DE3708990A1 DE19873708990 DE3708990A DE3708990A1 DE 3708990 A1 DE3708990 A1 DE 3708990A1 DE 19873708990 DE19873708990 DE 19873708990 DE 3708990 A DE3708990 A DE 3708990A DE 3708990 A1 DE3708990 A1 DE 3708990A1
Authority
DE
Germany
Prior art keywords
concrete
ribs
slab
plate
ribbed
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.)
Withdrawn
Application number
DE19873708990
Other languages
German (de)
Inventor
Wilhelm Patt
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
Priority claimed from DE19863604190 external-priority patent/DE3604190A1/en
Application filed by Individual filed Critical Individual
Priority to DE19873708990 priority Critical patent/DE3708990A1/en
Publication of DE3708990A1 publication Critical patent/DE3708990A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element

Abstract

The reinforced-concrete ribbed slab can be used, in particular, as a floor for building construction. It can, including the room-sized screed slabs transverse to the rib direction, be prefabricated cost-effectively in works producing precast concrete compound units.

Description

Bekannt sind Stahlbetonrippendecken und Stahlbetonhohl­ körperdecken, die aus Gewichtsgründen am Ort eingeschalt und betoniert werden müssen.Reinforced concrete rib ceilings and reinforced concrete hollow are known body blankets that are formulated on site for weight reasons and have to be concreted.

Der Erfindung liegt die Aufgabe zugrunde, Deckelelemente zu entwickeln, die in Fertigbetonwerken materialsparend und kostengünstig herzustellen und ohne Montageunterstützung örtlich zu verlegen sind.The invention has for its object to cover elements develop the material saving in precast concrete plants inexpensive to manufacture and without assembly support are to be installed locally.

Die Aufgabe wird erfindungsgemäß durch die Merkmale im Patentanspruch (1) und (2) sowie der Patenansprüche (6) und (7) gelöst.The object is achieved by the features in Claim (1) and (2) and the patent claims (6) and (7) solved.

Zweckmäßige Ausgestaltung der Erfindung sind Gegenstand der Unteransprüchen.Appropriate embodiment of the invention are the subject of Subclaims.

Die Erfindung ist nachstehend anhand einer Zeichnung erläutert es zeigtThe invention is explained below with reference to a drawing it shows

Fig. 1 eien Querschnitt durch die Deckenplatte mit Dar­ stellung eier aufgemauerten Trennwand (11), Fig. 1 eien cross-section through the ceiling panel with Dar position eggs placed walled partition wall (11),

Fig. 2 einen Querschnitt durch das Schaumstoffelement, Fig. 2 shows a cross section through the foam element,

Fig. 3 einen Längsschnitt durch das Schalelement nach Linie I-I, Fig. 3 shows a longitudinal section through the shuttering element according to line II,

Fig. 4 einen Längsschnitt durch einen Querrippenstoß. Fig. 4 shows a longitudinal section through a transverse rib joint.

Claims (7)

1. Betonrippenplatte (1), insbesondere als Deckenplatte für den Hochbau, gekennzeichnet durch eine untere Betonplatte (2) mit aufbetonierten Stahlbetonrippen (4) zwischen aufstehenden Schaumstoffplatten (3), die die seitliche Schalung für die Stahlbetonrippen (4) bilden.1. Concrete ribbed slab ( 1 ), in particular as a ceiling slab for building construction, characterized by a lower concrete slab ( 2 ) with reinforced concrete ribs ( 4 ) concreted between standing foam sheets ( 3 ), which form the side formwork for the reinforced concrete ribs ( 4 ). 2. Betonrippenplatte (1) nach Anspruch 1, gekennzeichnet durch die untere Platte (2) und Rippen (4) mit aufgelegter Estrich­ platte (5) auf Schalldämmstreifen (6) auf den Rippen (4).2. Concrete ribbed plate ( 1 ) according to claim 1, characterized by the lower plate ( 2 ) and ribs ( 4 ) with a screed plate ( 5 ) on soundproofing strips ( 6 ) on the ribs ( 4 ). 3. Betonrippenplatte (1) nach Anspruch 1, dadurch gekennzeich­ net, daß längs der Plattenränder Holzrippen (7) anbetoniert werden, die mit eingetriebenen Rillennägel (8) in den Beton eingreifen und die Holzrippen (7) zug- und schubfest mit dem Beton verbinden.3. Concrete ribbed slab ( 1 ) according to claim 1, characterized in that along the plate edges wooden ribs ( 7 ) are concreted, which engage with driven grooved nails ( 8 ) in the concrete and connect the wooden ribs ( 7 ) tensile and shear resistant to the concrete . 4. Betonrippenplatte (1) nach Anspruch 1, dadurch gekennzeich­ net, daß die Schaumstoffstreifen (3) anschließend an eine Rip­ pen (4) durch Schaumstoffstege (13) selbsttragend miteinander verbunden sind und schräggestellt materialsparend sind und dem Auftrieb beim Betonieren entgegenwirken.4. Concrete ribbed slab ( 1 ) according to claim 1, characterized in that the foam strips ( 3 ) are then connected to a Rip pen ( 4 ) by foam webs ( 13 ) self-supporting and inclined are material-saving and counteract the buoyancy during concreting. 5. Betonrippenplatte (1) nach Anspruch 1, dadurch gekennzeich­ net, daß die Querrippen (9) im Bereich der Rippenplattenstöße kreisförmige Ausnehmungen erhalten in die zylinderförmige Polymerprismen (12) kraftschlüssig eingesteckt werden. 5. Concrete ribbed plate ( 1 ) according to claim 1, characterized in that the transverse ribs ( 9 ) in the area of the ribbed plate joints receive circular recesses in the cylindrical polymer prisms ( 12 ) are inserted with a positive fit. 6. Verfahren zur Herstellung der Betonrippenplatte (1) nach den Ansprüchen 1 und 2 gekennzeichnet durch folgende Verfah­ rensschritte
  • a) Einbau der Bewehrung mit Schaumstoffschalteil in die Schalung
  • b) Betonieren der Platte (2)
  • c) nach kurzer Standzeit Nachbetonieren der Betonrippen (4)
  • d) Herstellen der Estrichplatte (5) mit Transportgitter­ träger (10).
6. A method for producing the concrete slab ( 1 ) according to claims 1 and 2 characterized by the following procedural steps
  • a) Installation of the reinforcement with foam formwork part in the formwork
  • b) concreting the slab ( 2 )
  • c) after a short period of time, re-concreting the concrete ribs ( 4 )
  • d) Manufacture of the screed plate ( 5 ) with transport grid carrier ( 10 ).
7. Verfahren bei der Montage
  • a) Versetzen der Rippenplatte (1)
  • b) Vernageln der Holzrippen (7) an den Längsrändern der anschließenden Rippenplatten (1)
  • c) Aufmauern aller Geschoßwände (11). Vor Verlegen der näch­ sten Geschoßdecke erfolgt das Versetzen der quer zur Rippen­ richtung raumgroßen Estrichplatten (5).
7. Assembly procedure
  • a) moving the ribbed plate ( 1 )
  • b) nailing the wooden ribs ( 7 ) to the longitudinal edges of the subsequent rib plates ( 1 )
  • c) Walling up all the walls of the floor ( 11 ). Before laying the next floor slab, the screed slabs ( 5 ), which are the size of the room and transverse to the ribs, are moved.
DE19873708990 1986-02-10 1987-03-19 Concrete ribbed slab for building construction, and process for producing and mounting the same Withdrawn DE3708990A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19873708990 DE3708990A1 (en) 1986-02-10 1987-03-19 Concrete ribbed slab for building construction, and process for producing and mounting the same

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19863604190 DE3604190A1 (en) 1986-02-10 1986-02-10 Concrete ribbed panel for building construction and process for the production thereof
DE19873708990 DE3708990A1 (en) 1986-02-10 1987-03-19 Concrete ribbed slab for building construction, and process for producing and mounting the same

Publications (1)

Publication Number Publication Date
DE3708990A1 true DE3708990A1 (en) 1988-10-06

Family

ID=25840868

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19873708990 Withdrawn DE3708990A1 (en) 1986-02-10 1987-03-19 Concrete ribbed slab for building construction, and process for producing and mounting the same

Country Status (1)

Country Link
DE (1) DE3708990A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003012225A2 (en) 2001-07-20 2003-02-13 Rwp Entwicklungs Gmbh Building and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003012225A2 (en) 2001-07-20 2003-02-13 Rwp Entwicklungs Gmbh Building and construction method

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