DE2051712C3 - Reinforced concrete ribbed ceiling - Google Patents
Reinforced concrete ribbed ceilingInfo
- Publication number
- DE2051712C3 DE2051712C3 DE19702051712 DE2051712A DE2051712C3 DE 2051712 C3 DE2051712 C3 DE 2051712C3 DE 19702051712 DE19702051712 DE 19702051712 DE 2051712 A DE2051712 A DE 2051712A DE 2051712 C3 DE2051712 C3 DE 2051712C3
- Authority
- DE
- Germany
- Prior art keywords
- ribs
- plate elements
- ceiling
- elements
- plate
- 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
Description
lieh weisen die Plattenelemente noch in Längsrichtung verlaufende, unter den Gitterträgern 6 liegende Bewehrungsstäbe 7 auf, die außerdem durch nicht dargestellte Querstäbe zu einer Matte verbunden sein können.lent the plate elements still point in the longitudinal direction running, under the lattice girders 6 lying reinforcing bars 7, which also by not shown cross bars can be connected to a mat.
In den Rippen 2 ist eine sich in deren Längsrichtung erstreckende Bewehrung 8, zweckmäßig aus Gitterträgern, vorgesehen, die noch oben vorsteht.In the ribs 2, a reinforcement 8 extending in the longitudinal direction thereof is expediently made Lattice girders, provided that protrudes above.
Bewehrungsbügel 9 können die in Querrichtung der Plattenelemente verlaufenden Gitterträger 6 über die oberen Ränder der Bewehrungen 8 der Rippen 2 hinweg miteinander verbinden.Reinforcement stirrups 9 can extend the lattice girders 6 in the transverse direction of the plate elements via the Connect the upper edges of the reinforcements 8 of the ribs 2 with each other.
Auf die Plattenelemente 3 und auf die nach oben freiliegenden Abschnitte der Rippen 2 ist eine Ortbetonschicht 10 aufgebracht, die die nach oben vorstehenden Bewehrungsteile überdeckt.An in-situ concrete layer is placed on the plate elements 3 and on the sections of the ribs 2 that are exposed at the top 10 applied, which covers the reinforcement parts protruding upwards.
Hierzu 2 Blatt ZeichnungenFor this purpose 2 sheets of drawings
Claims (2)
Raums überbrückenden vorgefertigten Rippen, auf F i g. 3 eine Stirnansicht einer Rippe der Decke,Ribbed ceiling, consisting of the span of Fig. 1 according to the section line II-II and
Space-bridging prefabricated ribs, on FIG. 3 an end view of a rib of the ceiling,
tung der Rippen nebeneinander zu legen. Hierdurch Die Rippen 2 haben einen sich nach unten verentstehen Fugen, aus denen beim Aufgießen des jungenden Trapezquerschnitt und sind an ihren Ortbetons etwas Betonschlempe rinnt, was die 55 oberen Längsrändern mit Aussparungen 2 α ver-Untersicht beeinträchtigt, so daß alle Fugen ge- sehen, in welche die Längsränder der Plattenspachtelt werden müssen. Da die Rippenabstände elemente 3 eingefügt sind. In die Unterfläche der möglichst groß gehalten sind, müssen die Rippen für Rippen 2 kann eine Nagelleiste 4 zum Annageln eine entsprechend große Deckenbelastung dimen- von Untersichtplatten eingegossen sein,
sioniert werden, so daß die Rippen ein verhältnis- 60 Die Plattenelemente 3 sind entlang ihrer zu den mäßig großes Gewicht aufweisen. Rippen 2 parallelen Längsränder durch Gitter-Rib spacings are bridged with plate elements over the direction of the ribs about 6 to 12 m, preferably, those in the direction transverse to the ribs with about 8 m long and about 0.6 to 1.5 m wide. If these dimensions are adhered to above from the plate elements, lattice girders or the like are reinforced. The panels are particularly economical to manufacture ceilings. The I elements are formed transversely to the ribs longer from the ratio of width to length of the plate elements f than parallel to them. In order to bridge the usual support 5 ″ width of a room, details of the beams 2 and the panels are therefore required; several panel elements in longitudinal stripes 3 are shown in FIGS 3 emerges,
to place the ribs next to each other. In this way, the ribs 2 have a, so that all joints see overall by verentstehen below joints, from which runs at pouring the young trapeze cross section and are at their in-situ concrete something concrete slurry, which impairs the 55 upper longitudinal edges with recesses 2 α ver-angle view, in which the longitudinal edges of the board must be filled. Since the rib spacing elements 3 are inserted. In the lower surface, which are kept as large as possible, the ribs for ribs 2 can be a nail bar 4 for nailing a correspondingly large ceiling load dimensioned by soffit panels,
be sioned so that the ribs have a relatively large weight. Ribs 2 parallel longitudinal edges through lattice
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19702051712 DE2051712C3 (en) | 1970-10-21 | Reinforced concrete ribbed ceiling | |
CH842571A CH533211A (en) | 1970-10-21 | 1971-06-09 | Mounting ceiling |
NL7113838A NL7113838A (en) | 1970-10-21 | 1971-10-08 | |
AT904471A AT335694B (en) | 1970-10-21 | 1971-10-19 | REINFORCED CONCRETE RIB CEILING |
CH1312472A CH542334A (en) | 1970-10-21 | 1972-09-05 | Mounting ceiling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19702051712 DE2051712C3 (en) | 1970-10-21 | Reinforced concrete ribbed ceiling |
Publications (3)
Publication Number | Publication Date |
---|---|
DE2051712A1 DE2051712A1 (en) | 1972-05-04 |
DE2051712B2 DE2051712B2 (en) | 1973-08-23 |
DE2051712C3 true DE2051712C3 (en) | 1978-02-02 |
Family
ID=
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