DE1659141A1 - Bar-shaped assembly part with bow reinforcement for concrete ceilings - Google Patents
Bar-shaped assembly part with bow reinforcement for concrete ceilingsInfo
- Publication number
- DE1659141A1 DE1659141A1 DE19671659141 DE1659141A DE1659141A1 DE 1659141 A1 DE1659141 A1 DE 1659141A1 DE 19671659141 DE19671659141 DE 19671659141 DE 1659141 A DE1659141 A DE 1659141A DE 1659141 A1 DE1659141 A1 DE 1659141A1
- Authority
- DE
- Germany
- Prior art keywords
- reinforcement
- assembly part
- bar
- shaped assembly
- concrete
- 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.)
- Pending
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
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/265—Monolithic filling members with one or more hollow cores
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
Balkenförmiges Montageteil mit Bügelbewehrung für Betondecken Die Erfindung liegt auf dem Gebiet der vorgefertigten Bauteile und betrifft insbesondere ein balkenförmiges Montageteil mit Bügelbewehrung für Betondecken.Beam-shaped assembly part with stirrup reinforcement for concrete ceilings Invention is in the field of, and particularly relates to, prefabricated components a beam-shaped assembly part with stirrup reinforcement for concrete ceilings.
Nach dem DBP ....... Patentanmeldung K 58 331 V/37b ist ein balkenförmiges Montageteil mit Bewehrung für Betondecken vorgeschlagen, bei dem die Bügelbewehrung als Korb aus einer aufgebogenen BauBtahlmatte gebildet ist. Die so gebildeten Bewehrungebügel sind an ihren Enden durch Längestäbe miteinander verbunden und die gesamte Bewehrung in Beton eingelegt, wobei der obere Teil der Bügel den Betönbalken nach oben überragt, während alle längestäbe im Betonbalken selbst eingebettet sind.According to the DBP ....... patent application K 58 331 V / 37b, a bar-shaped assembly part with reinforcement for concrete ceilings is proposed, in which the stirrup reinforcement is formed as a cage from a bent construction steel mat. The reinforcement stirrups formed in this way are connected to one another at their ends by longitudinal bars and the entire reinforcement is placed in concrete, the upper part of the stirrups protruding above the concrete beam, while all longitudinal bars are embedded in the concrete beam itself.
Die Erfindung stellt eine Weiterentwicklung des in dem DBP .... Patentammeldung K 58 331 V/37b beschriebenen Montageteils dar und zeichnet sich dadurch ausq daß die unteren Bügelenden der Bügelbewehrung nach oben und innen umgebogen sind und die Trägerstäbe eine ebenfalls als Baustahlmatte ausgebildete Biegezugbewehrung umgreifen.The invention is a further development of the assembly part described in the DBP .... patent registration K 58 331 V / 37b and is characterized in that the lower bracket ends of the bracket reinforcement are bent upwards and inwards and the support bars encompass a flexural reinforcement also designed as welded wire mesh .
Weitere Einzelheiten sind aus dem Schnitt eines Teils einer Balkendecke mit Bewehrung erkennbar. Wie die Zeichnung erkennen läßt, besteht das balkenförmige Montageteil aus einer Bügelbewebrung 11, einer Biegezugbewehrung 2 sowie den die Bewehrung umgebenen Betonbalken 3. Die Bügelbewehrung 1 ist als Korb aus einer aufgebogenen Baustahlmatte gebildetg während die Biegezugbewehrung als ebene Baustahlmatte vorgefertigt ist. Erfindungsgemäß sind die unteren Bügelenden 4 der Bügelbewehrung nach oben und innen umgebogen, so daß sie die Trägerstäbe 5 der Biegezugbewehrung 2 umgreifen. Zusätzlich können noch ein oder mehrere Zulagestäbe 6 angeordnet sein. Auch ist es möglich, als Trägerstäbe für die Biegezugbewehrung Doppelstäbe vorzusehen.Further details can be seen from the section of part of a beamed ceiling with reinforcement. As the drawing reveals, there is a beam-shaped mounting part consists of a Bügelbewebrung 11, a flexural reinforcement 2, as well as the reinforcement surrounding concrete beams 3. The stirrup reinforcement 1 is prefabricated as a basket of a straightened structural steel mat gebildetg while the flexural reinforcement as a flat structural steel mat. According to the invention, the lower bracket ends 4 of the bracket reinforcement are bent upwards and inwards so that they encompass the support bars 5 of the flexural reinforcement 2. In addition, one or more additional rods 6 can also be arranged. It is also possible to use double bars as support bars for the flexural reinforcement.
Das balkenförmige Igontageteil läßt sich für Balkendecken verwenden, wie es in der Zeichnung gezeigt ist. Dabei sind zwischen den im Abstand angeordneten mit Bewehin# versehenen Betonbalken 3 Zwischenbauteile 7, beispielsweise in Form von leichtbetonkörpern angeordnet und die aus dem Betonbalken herausragenden Bügel von Ortbeton 8 umgeben. Es ist jedoch auch möglich, die balkenförmigen Montageteile zur Herstellung von Stahlbetonrippendecken zu verwenden. Das balkenförmige Montageteil aus zwei vorgefertigten Baustahlmatten hat große fertigungstechnische Vorteile,-da zunächst der Bügelbewehrung und der Biegezugbewehrung eine große Eigenstabilität zukommt, die durch Verbinden der beiden Bewehrungearten bedeutend erhöht wird. Die Montage ist sehr einfach und erfordert keine besonderen Spezialmaschinen und Arbeitskräfte.The beam-shaped Igontageteil can be used for beam ceilings, as shown in the drawing. In this case, intermediate components 7, for example in the form of lightweight concrete bodies, are arranged between the spaced-apart concrete beams 3 provided with reinforcements, and the stirrups protruding from the concrete beams are surrounded by in-situ concrete 8. However, it is also possible to use the beam-shaped assembly parts for the production of reinforced concrete rib ceilings. The bar-shaped assembly part made of two prefabricated welded wire mesh has great advantages in terms of manufacturing technology, -as first of all, the stirrup reinforcement and the flexural reinforcement have great inherent stability, which is significantly increased by connecting the two types of reinforcement. The assembly is very simple and does not require special special machines and workers.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEK0063526 | 1967-10-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE1659141A1 true DE1659141A1 (en) | 1970-12-23 |
Family
ID=7231163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE19671659141 Pending DE1659141A1 (en) | 1967-10-04 | 1967-10-04 | Bar-shaped assembly part with bow reinforcement for concrete ceilings |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE1659141A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2450314A1 (en) * | 1979-02-27 | 1980-09-26 | Serra Conrado | Composite floor construction for buildings - incorporates inverted T=section beams, packing pieces and layer of insulation over which concrete is poured |
| FR2450315A1 (en) * | 1979-03-02 | 1980-09-26 | Eizaguirre Lopetegui Pedro | Reinforced concrete floor deck - incorporates channelled prefabricated half-beam onto which concrete is cast in situ |
| FR2474563A1 (en) * | 1980-01-25 | 1981-07-31 | Eizaguirre Lopetegui Pedro | Concrete beam and slab floor - has filler blocks between precast U=section planks including inverted upstand shear keys |
-
1967
- 1967-10-04 DE DE19671659141 patent/DE1659141A1/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2450314A1 (en) * | 1979-02-27 | 1980-09-26 | Serra Conrado | Composite floor construction for buildings - incorporates inverted T=section beams, packing pieces and layer of insulation over which concrete is poured |
| FR2450315A1 (en) * | 1979-03-02 | 1980-09-26 | Eizaguirre Lopetegui Pedro | Reinforced concrete floor deck - incorporates channelled prefabricated half-beam onto which concrete is cast in situ |
| FR2474563A1 (en) * | 1980-01-25 | 1981-07-31 | Eizaguirre Lopetegui Pedro | Concrete beam and slab floor - has filler blocks between precast U=section planks including inverted upstand shear keys |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CH666312A5 (en) | Cross power on wearing reinforcing aggregate for concrete structures. | |
| DE1659141A1 (en) | Bar-shaped assembly part with bow reinforcement for concrete ceilings | |
| CH620272A5 (en) | Formwork and reinforcement grid | |
| DE3318764A1 (en) | Reinforced ceiling beam made of brick and concrete | |
| DE4019281A1 (en) | Mine-walling mat-production method - forms profiled portions without transverse bars by bending lengthwise ones | |
| DE9320554U1 (en) | Lattice girder | |
| EP0136283A2 (en) | Reinforcement for reinforced concrete construction | |
| DE966344C (en) | Shell-shaped structure | |
| DE2422771C3 (en) | Space framework | |
| DE810309C (en) | Spacer for reinforced concrete reinforcement | |
| AT206161B (en) | Reinforcement insert for flat concrete parts | |
| AT236086B (en) | Reinforcement arrangement for components made of reinforced concrete designed like a folded structure | |
| DE531909C (en) | Reinforcement of wire brick fabrics and similar openwork plaster supports | |
| DE2015952A1 (en) | Prefabricated reinforcement for components made of reinforced concrete | |
| DE2154518C (en) | Reinforcement for a thin reinforced concrete slab serving as part of a permanent formwork for a reinforced concrete ceiling and structurally active as part of the ceiling | |
| DE638584C (en) | A wall consisting of two wall shells reinforced by a wire mesh or reinforcement layers of any kind, as well as a method and device for producing the same | |
| CH680867A5 (en) | ||
| EP1970501B1 (en) | Method and device for setting a stop end to a reinforced slab-like concrete element | |
| DE2016503C (en) | Reinforcement for angled structures made of concrete, e.g. for angled retaining walls | |
| DE3112783C1 (en) | Lagging mat for mine support | |
| DE2133047A1 (en) | Reinforcement cage for columns, bars or the like. made of reinforced concrete | |
| DE9302006U1 (en) | Reinforcement for an angle bracket | |
| DE1659110C (en) | Process for installing prefabricated tendons or slope elements in buildings | |
| DE102019133189A1 (en) | Rapid assembly hall | |
| AT346544B (en) | FRAMEWORK CONSTRUCTION OF A HALL CONSISTING OF PROFILE BARS |