DE1998630U - REINFORCED CONCRETE SLAB. - Google Patents
REINFORCED CONCRETE SLAB.Info
- Publication number
- DE1998630U DE1998630U DE19681998630 DE1998630U DE1998630U DE 1998630 U DE1998630 U DE 1998630U DE 19681998630 DE19681998630 DE 19681998630 DE 1998630 U DE1998630 U DE 1998630U DE 1998630 U DE1998630 U DE 1998630U
- Authority
- DE
- Germany
- Prior art keywords
- concrete slab
- channel
- slab according
- edge
- recess
- 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
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
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- 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
Description
Bewehrte Betonplatte Reinforced Betonp latte
Die Heuerung bezieht sich auf eine bewehrte Betonplatte zum Errichten von Decken, Wänden und dtrgleichen. Bie Schwierigkeit beim Verlegen solcher Betonplatte η besteht in der Verbindung der Platten » ih^n sioh gegenseitig berührend« Kanten. Zur Ausbildung dieser Verbindung sind besondere Schalter erforderlich und ohne Einschaltung von ZwischenkBrpern ist das ^erbringen von Querbewehrungen, die in den meisten Fällen aus atatischen Gründen erforderlich sind, kaum möglich.The hiring refers to a reinforced concrete slab for erecting ceilings, walls and the like. The difficulty in laying such concrete slabs consists in the connection of the slabs "mutually touching" edges. Z for training this compound are required special switch and without the involvement of the ZwischenkBrpern ^ is provide by transverse reinforcements that are necessary in most cases from atatischen reasons, hardly possible.
Aufgabe der Heuerung ist es, die Platten so auszubilden, daß man sie ohne Schalung und ohne zusätzliche Hilfskörper an den Stoßstellen verbinden und mit der statisch erforderlichen Bewehrung an diesen Stellen versehen kann.The object of the Heuerung is to design the plates that ma n can provided without formwork and without additional auxiliary body at the joints and connect with the statically required reinforcement at these locations.
Eine Msung ^3*. ««1» gefunden, daß die Platte an wenigstens einer Kante eine sich in Einrichtung erstreckende kanalartige Aussparung erhält. Darüber hinaus ist es besonders zweckte, einen der beiden die Aussparung begrenzenden Schenkel A measurement ^ 3 *. «« 1 »found that the plate has a channel-like recess extending into the device on at least one edge. In addition, it is particularly useful to have one of the two legs delimiting the recess
an der Plattenkante in der zur Kante querliegenden Riontuäg kurzer als den anderen Schenkel zu machen.·at the plate edge in the Riontuäg lying across the edge shorter than the other leg.
Beim Verlegen z.B. zweier Platten nebeneinander wird hierduroh selbsttätig an der Verbindungsstelle ein an einer Platienseite offener Kanal gebildet, der mit Ortbeton ausgefüllt und in den die erforderlichen, auch Quejcbe^shr\tngs« eingelegt werden können. Die unteren Schenkel der zwei nebeneinander liegenden Platten stoßen direkt aneinander, so ds3 κ, B. beim Erriohten einer Geschoßdecke keinerlei Schalung benötigt wird» während die oberen kürzeren Schenkel die öffnung des erwähnten Kanals begrenzen. Da der die jeweils erforderliohen Bewehrungseinlagen enthaltende Ortbeton zwischen zwei Platten eine homogene Verbindung zwischen den Plattes schafft, sisd weitere Maßnahmen und Vorrichtungen nicht erforderlich.When laying two panels next to each other, for example automatically at the connection point on one side of the plate an open channel is formed which is filled with in-situ concrete and into which the necessary, including queues, can be inserted. The lower legs of the two adjacent panels butt directly against each other, so ds3 κ, B. when flushing a floor slab no formwork is required »while the top shorter legs limit the opening of the mentioned channel. Since the one containing the required reinforcement inserts In-situ concrete between two slabs creates a homogeneous connection between the slabs, sisd further measures and devices not mandatory.
Auf der Zeichnung ist ein Ausführungsbeispiel der !Teuerung dsirgestellt und zwar zeigen«The drawing shows an embodiment of the inflation displayed and indeed show "
Fig. 1 eine perspektivische Ansioht zweier nebeneinander liegender neuerungsgemäßer Platten;1 shows a perspective view of two panels according to the invention lying next to one another;
!ig. 2 einen Schnitt durch dis Platten nach der Linie II-II. Fig.3 und 4 zwei Darstellungen eines anderen Ausführungsbeispiel Die Platten 1 sind mittels aus Baustahl gebildeten Gitterträgern 2, die im Abstand voneinander liegen, bewehrt. Zwischen den trürfcertragera 2 befiaäet slcö is äer Platts sis is der Längsrichtung durchgehenuar Hohlraum 3* An den beiden Längsseiten! ig. 2 shows a section through the plates along the line II-II. 3 and 4 show two representations of another embodiment. The plates 1 are made of structural steel by means of lattice girders 2, which are at a distance from each other, reinforced. Between the trürcträgerera 2, the slcö is a flat sis is in the longitudinal direction through cavity 3 * on the two long sides
199863199863
— 3 —- 3 -
der Platte sind Aussparungen 4 vorgesehen, deren beide die Aussparung begrenzenden Schenkel an den Plattensohenkeln 5 und 6 an den Plattenkanten eine verschiedene Länge haben, so daß die unteren Schenkel 6 beim Verlegen zweier nebenein-the plate recesses 4 are provided, both of which the Leg delimiting the recess on the plate loops 5 and 6 at the board edges have different lengths, so that the lower legs 6 when laying two side by side
an
anderliegender Platten dicht/einanderstoßsa, während dia
oberen Schenkel 5 einen Abstand voneinander bilden, so daß ein naoh der oberen Plsttenaeite offener Kanal 7 göoildst
wird, der zwischen zwei aneinander stoßenden Platten liegt. Zur Verbindung der Platten wird dieser Kanal, "de es Fig.2
zeigt, mit Ortbeton 8 ausgefüllt, in den außerdem die durch die jeweilige Konstruktion bedingten Bewehrungen 9 und 10
eingebettet werden.at
plates lying on the other side close / abut one another, while the upper legs 5 form a distance from one another, so that a channel 7, which is open near the upper plate side and lies between two abutting plates, is göoildst. In order to connect the plates, this channel, which is shown in FIG. 2, is filled with in-situ concrete 8, in which the reinforcements 9 and 10 required by the respective construction are also embedded.
Bei den Beispielen der Fig. 3 und 4 wird der Hohlraum 3 nach der kanalartigen Aussparung 4 hin durch Einlagen 11 aus Streckmetall od.dgl. begrenzt. AuSeFuss b£fisd«n sioh bsi diesen Beispielen die insbesondere als Gitterträger 2 ausgebildeten Bewehrung seinlagen im Bereich der kanalartigen Aussparungen, so daß auch diese nach dem Verlegen mit Ortbeton umhüllt werden können, wobei das Streckmetall als verlorene Schalung für den eingegossenen Ortbeton gegen den platten Hohlraum dient. Diese Ausbildung bringt noch wesentliche Vorteile hinsichtlich einer leichteren Fertigung als auch hinsichtlich eines geringeren Transportgewichtes.In the examples of FIGS. 3 and 4, the cavity 3 is after the channel-like recess 4 through inserts 11 made of expanded metal or the like. limited. OUTSIDE BESFISN can be compared to these examples the reinforcement, in particular designed as a lattice girder 2, is located in the area of the channel-like recesses, see above that even these can be encased after laying with in-situ concrete, with the expanded metal as permanent formwork for the cast in-situ concrete is used against the panel cavity. This training brings significant advantages in terms of a easier production as well as a lower transport weight.
— a. — - a. -
!§9863! §9863
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19681998630 DE1998630U (en) | 1968-05-14 | 1968-05-14 | REINFORCED CONCRETE SLAB. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19681998630 DE1998630U (en) | 1968-05-14 | 1968-05-14 | REINFORCED CONCRETE SLAB. |
Publications (1)
Publication Number | Publication Date |
---|---|
DE1998630U true DE1998630U (en) | 1968-12-19 |
Family
ID=33439297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19681998630 Expired DE1998630U (en) | 1968-05-14 | 1968-05-14 | REINFORCED CONCRETE SLAB. |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE1998630U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4012532A1 (en) * | 1990-04-19 | 1991-10-24 | Georg Sailer | Concrete component production method - uses prefabricated concrete component enclosing mould chamber and forming part of final article |
DE29518718U1 (en) * | 1995-11-25 | 1996-01-25 | Wacon Gmbh | Element rib ceiling |
DE19521262A1 (en) * | 1995-06-10 | 1996-12-12 | Christa Gmbh & Co Kg | Building plate for reinforced steel concrete edge |
DE19654202A1 (en) * | 1996-10-25 | 1998-05-28 | Syspro Gruppe Betonbauteile E | Concrete structural component for building walls, e.g. cellar walls |
EP0936320A1 (en) * | 1998-02-12 | 1999-08-18 | Syspro-Gruppe Betonbauteile e.V. | Structural concrete member |
DE19815328A1 (en) * | 1998-04-06 | 1999-10-07 | Werner Simon | Concrete ceiling element |
DE10116976A1 (en) * | 2001-04-05 | 2002-10-10 | Hofmann Gmbh & Co | Self-supporting ceiling element for building ceilings comprises an upper shell and a lower shell made of reinforced concrete, a concrete-free intermediate space between the shells, and a reinforcement consisting of braced girders |
-
1968
- 1968-05-14 DE DE19681998630 patent/DE1998630U/en not_active Expired
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4012532A1 (en) * | 1990-04-19 | 1991-10-24 | Georg Sailer | Concrete component production method - uses prefabricated concrete component enclosing mould chamber and forming part of final article |
DE19521262A1 (en) * | 1995-06-10 | 1996-12-12 | Christa Gmbh & Co Kg | Building plate for reinforced steel concrete edge |
DE19521262C2 (en) * | 1995-06-10 | 1998-12-17 | Christa Gmbh & Co Kg | Method of making a building board |
DE29518718U1 (en) * | 1995-11-25 | 1996-01-25 | Wacon Gmbh | Element rib ceiling |
DE19654202A1 (en) * | 1996-10-25 | 1998-05-28 | Syspro Gruppe Betonbauteile E | Concrete structural component for building walls, e.g. cellar walls |
EP0936320A1 (en) * | 1998-02-12 | 1999-08-18 | Syspro-Gruppe Betonbauteile e.V. | Structural concrete member |
DE19815328A1 (en) * | 1998-04-06 | 1999-10-07 | Werner Simon | Concrete ceiling element |
DE10116976A1 (en) * | 2001-04-05 | 2002-10-10 | Hofmann Gmbh & Co | Self-supporting ceiling element for building ceilings comprises an upper shell and a lower shell made of reinforced concrete, a concrete-free intermediate space between the shells, and a reinforcement consisting of braced girders |
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