DE2914920A1 - Light concrete prefabricated wall section - has horizontal reinforcing bars and protruding top batten of ceiling thickness (OE 15.7.79) - Google Patents
Light concrete prefabricated wall section - has horizontal reinforcing bars and protruding top batten of ceiling thickness (OE 15.7.79)Info
- Publication number
- DE2914920A1 DE2914920A1 DE19792914920 DE2914920A DE2914920A1 DE 2914920 A1 DE2914920 A1 DE 2914920A1 DE 19792914920 DE19792914920 DE 19792914920 DE 2914920 A DE2914920 A DE 2914920A DE 2914920 A1 DE2914920 A1 DE 2914920A1
- Authority
- DE
- Germany
- Prior art keywords
- reinforcing bars
- concrete
- wall part
- prefabricated wall
- channels
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/163—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, only the vertical slabs being partially cast in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
Abstract
Description
Fertigwandteil aus Leichtbeton Prefabricated wall part made of lightweight concrete
Die Erfindung betrifft einen Fertigwandteil aus Leichtbeton, insbesondere Schaumbeton, mit einer Mehrzahl von vertikal durchgehenden Hohlräumen zur Aufnahme von Schwerbeton sowie gegebenenfalls Bewehrungsstählen und mit an den vertikalen Schmalseitenflächen ebenfalls über deren ganze Hohe durchgehenden Rinnen, durch die zwischen zwei aneinander anCzeordneten Wandteilen ein vertikal durchehender Hohlraum ebenfalls zur Einbringung von Schwerbeton und gegebenenfalls Bewehrungsstählen gebildet ist.The invention relates to a prefabricated wall part made of lightweight concrete, in particular Foam concrete, with a plurality of vertically continuous cavities for receiving of heavy concrete and, if necessary, reinforcing steel and with the vertical ones Narrow side surfaces also over their entire height continuous channels through the one between two wall parts arranged next to one another a vertically continuous one Cavity also for the introduction of heavy concrete and, if necessary, reinforcing steel is formed.
Bekannte derartige Fertigandteile sind insoferne nachteilig, als es Schwierigkeiten bereitet, mit den Schmalseiten aneinander angeordnete Wandteile miteinander hinreichend fest zu verbinden.Known such prefabricated parts are disadvantageous in that it Difficulties are caused by wall parts arranged on one another with the narrow sides to connect with each other sufficiently firmly.
Infolge der unzureichenden Verbindung treten oftmals Riß-bzw. Fugenbildungen auf. Weiteres sind bekannte derartIge Fertigwandteile insoferne nachteilig, als durch die bis in die Vorderfl.che vorragenden Zwischendecken die Fassade von Gebäuden aus unterschiedlichen Bfaterialien besteht und zudem durch die Zwischendecken, die aus- Schwerbeton gefertigt sind, Kaltebrücken gebildet werden.As a result of the inadequate connection, cracks or cracks often occur. Joint formations on. Furthermore, known such prefabricated wall parts are disadvantageous insofar as the facade of buildings through the intermediate ceilings protruding into the front surface consists of different materials and also through the false ceilings that are made of heavy concrete, cold bridges are formed.
Der Erfindung liegt demnach die Aufgabe zugrunde, die vorstehend angeführten Nachteile zu vermeiden. Dies wird erfindungsgemäß dadurch erzielt daß der Wandteil mit im wesentlichen horizontal verlaufenden Bewehrungsstahlen ausgebildet ist, deren Enden in die an den vertikalen Schmalseitenflächen vorgesehenen Rinnen einragen und daß vorzugsweise an der AuSenseite des oberen Randes des Wandteiles ein leistenförmiger die Ansatz vorgesehen ist der über/ Endflache, in welcher die vertikalen Hohlraume mündenwungefMhr um die Stärke der aufzubringenden Rohdecke aufragt.The invention is therefore based on the object mentioned above Avoid disadvantages. This is achieved according to the invention in that the wall part is formed with substantially horizontally extending reinforcing bars, the Ends protrude into the grooves provided on the vertical narrow side surfaces and that preferably on the outside of the upper edge of the wall part a strip-shaped the approach provided is the over / end surface in which the vertical cavities mündenwungefMhr rises up to the thickness of the raw ceiling to be applied.
Der Gegenstand der Erfindung ist nachstehend anhand eines in der Zeichnung dargestellten Ausführungsbeispiels näher erläutert. In der Zeichnung ist ein erfindungsgemäßer Fertigwandteil in perspektivischer Ansicht dargestellt.The object of the invention is hereinafter based on one in the drawing illustrated embodiment explained in more detail. In the drawing is an inventive Prefabricated wall part shown in a perspective view.
Der Fertigwandteil 1, der die Form einer rechteckigen Platte aufweist, ist aus Leichtbeton, insbesondere Schaumbeton, im Gießverfahren hergestellt. Seine Dicke kann zwischen 10 cm und 30 cm betragen je nach den statischen Anforderungen, die an den Wandteil gestellt werden. Im Wandteil 1 sind in lotrechter Richtung verlaufende kreisrunde Kanäle 2 ausgespart, welche von unten bis oben durchgehen und in die Schwerbeton eingebracht wird. Durch die hierdurch gebildeten Säulen werden die Wandteile tragfähig. Nach Bedarf können in die Kan?:le 2 lotrecht durchgehende Bewehrungsstähle 3 eingesetzt werden, die oben herausragen, um eine Verbindung mit der Decke und gegebenenfalls mit dem darüber aufgesetzten Wandteil herstellen zu konnen.The prefabricated wall part 1, which has the shape of a rectangular plate, is made of lightweight concrete, especially foam concrete, using the casting process. His Thickness can be between 10 cm and 30 cm depending on the static requirements, which are placed on the wall part. In the wall part 1 are extending in the vertical direction circular channels 2 left out, which go through from bottom to top and into the Heavy concrete is poured. The wall parts are formed by the columns formed in this way sustainable. If required, channels 2 perpendicular through Reinforcing bars 3 are used, which protrude above to connect with the ceiling and, if necessary, with the wall part placed above it can.
Im Bereich einer TÜröffnung 4 sind keine Kancle 2 vorgesehen. Vielmehr sind Kanäle 2 nur in den beiden Endbereichen des Wandteiles 1 angeordnet. Die seitlichen Schmalseitenflächen der Wandteile 1 sind mit Rinnen 6 ausgebildet. In diese Rinnen 6 ragen die Enden von weiteren Bewehrungsstihle 7, die den Wandteil 1 in im wesentlichen Watgrechter Richtung durchqueren, ein. Die im Wandteil 1 vorgesehenen Öffnungen 4 werden entsprechend umgangen. Durch diese Rinnen 6 wird zwischen zwei aneinanderstoßenden Fertiandteilen 1 ein weiterer, von unten bis oben durchgehender, kanalartiger Hohlraum gebildet, der ebenfalls mit Schwerbeton ausxefilllt wird, wobei auch in diesen lotrechte Bewehrungsstähle eingesetzt werden kennen. Da die Enden der waagrechten Bewehrungsstä.hle 7 in diese an den Enden der Wandteile 1 vorgesehenen Rinnen 6 einragen, wird nach dem Einbringen von Beton eine feste Verbindung von benachbarten Wandteilen 1 gewahrleistet.In the area of a door opening 4, no kancle 2 are provided. Much more Channels 2 are only arranged in the two end regions of the wall part 1. The side Narrow side surfaces of the wall parts 1 are formed with grooves 6. In these gutters 6 protrude the ends of further reinforcing bars 7, which the wall part 1 in substantially Cross Watgrecht direction, a. The openings provided in the wall part 1 4 are bypassed accordingly. Through these grooves 6 is between two abutting Prefabricated parts 1 another, from bottom to top continuous, channel-like cavity formed, which is also filled with heavy concrete, whereby also in this vertical Reinforcing steels are used. Since the ends of the horizontal reinforcing bars 7 protrude into these grooves 6 provided at the ends of the wall parts 1, according to the introduction of concrete ensures a firm connection of adjacent wall parts 1.
Der Wandteil 1 ist weiters längs seines oberen Randes mit einem an der Außenseite liegenden'leistenförmigen Ansatz 10 ausgebildet, der die Höhe der aufzubrinaenden, nicht dargestellten Zwischendecke aufweist. Da durch diese Leiste 10 die Zwischendecke von außen her vollkommen abgedeckt wird, erübrigen sich weitere Verkleidungsarbeiten und wird die Außenwand des Gebäudes aus über die ganze Geschoßhöhe durchgehenden Flächen gebildet.The wall part 1 is further along its upper edge with an on formed on the outside of the strip-shaped projection 10, which corresponds to the height of the has to be aufzubrinaenden, not shown false ceiling. Because through this bar 10 the False ceiling is completely covered from the outside further cladding work and the exterior wall of the building will be made over the entire storey height formed continuous surfaces.
Der Wandteil 1 kann aus Leichtbeton, insbesondere Schaumbeton, gefertigt sein. Vorzugsweise sind Zuschlagstoffe, z.B. Blähton. HUttenbim.s, Styropor oder Perlite,beigefüt, um eine gute W:rmedrimmung zu erzielen. Die Fert-.gwandteile können sowohl auf Fundamentplatten oder -streifer als auch auf Geschoßdecken aufgesetzt werden.The wall part 1 can be made of lightweight concrete, in particular foam concrete be. Aggregates, e.g. expanded clay, are preferred. Huttenbim.s, Styrofoam or Perlite, added to achieve good thermal dimming. The finished .gwandteile can placed on foundation plates or strips as well as on floor slabs will.
Durch die aus den Wandteilen ausragenden Bewehrungsstähle 7 wird auch eine Rissebildung zwischen zwei benachbarten Wandteilen verhindert. Der an der Außenseite liegende, leistenförmige Ansatz 10 dient weiters auch dazu, gegenüber dem Schwerbeton der Decke eine Isolierung zu bewirken. LeerseiteThe reinforcing steel 7 protruding from the wall parts is also prevents the formation of cracks between two adjacent wall parts. The one on the outside lying, strip-shaped approach 10 is also used against the heavy concrete to effect insulation of the ceiling. Blank page
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT276078A AT355271B (en) | 1970-04-25 | 1978-04-19 | FINISHED WALL PART FROM LIGHT CONCRETE |
Publications (1)
Publication Number | Publication Date |
---|---|
DE2914920A1 true DE2914920A1 (en) | 1979-10-31 |
Family
ID=3539861
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19792914920 Withdrawn DE2914920A1 (en) | 1978-04-19 | 1979-04-12 | Light concrete prefabricated wall section - has horizontal reinforcing bars and protruding top batten of ceiling thickness (OE 15.7.79) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE2914920A1 (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2486986A1 (en) * | 1980-07-16 | 1982-01-22 | Nania Franco | PREFABRICATED BUILDING ELEMENT AND BUILDING CONSTRUCTION CARRIED OUT BY MEANS OF A PLURALITY OF THESE ELEMENTS |
FR2547849A1 (en) * | 1983-06-23 | 1984-12-28 | Siporex Francais | Process for constructing a wall with high thermal insulating power |
EP0143249A1 (en) * | 1983-09-29 | 1985-06-05 | Rastra Ag | Large wall element for a building |
EP0208529A1 (en) * | 1985-07-05 | 1987-01-14 | High Tech Homes, Inc. | Reinforced-concrete building structures |
US4964252A (en) * | 1988-10-25 | 1990-10-23 | Fokker Special Products B.V. | Joining system for joining wall panels to form a box-like housing |
AT394232B (en) * | 1983-04-08 | 1992-02-25 | Knoch Kern & Co | Storey-high, solid structural element for walls, in particular cellar walls, and wall assembly comprising such structural elements |
EP0751262A1 (en) * | 1995-06-30 | 1997-01-02 | Ralf Sebald | Wall element for rising structures and method of manufacturing the same |
US5617686A (en) * | 1995-06-07 | 1997-04-08 | Gallagher, Jr.; Daniel P. | Insulating polymer wall panels |
WO1999042674A1 (en) * | 1998-02-19 | 1999-08-26 | Jenny & Co. Ag | Set of construction members for realising a construction body and method for producing and using the same |
EP2543789A1 (en) * | 2011-07-07 | 2013-01-09 | Ali Haydadi | Module for constructing a building, module assembly and method for manufacturing the module |
CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
CN103526868A (en) * | 2013-10-23 | 2014-01-22 | 张英保 | Prefabricated building floor, building made of floor and building method of building |
CN103074955B (en) * | 2013-01-15 | 2016-11-30 | 北京珠穆朗玛绿色建筑科技有限公司 | The assembling building of precast concrete form and composition thereof and method of construction |
FR3058428A1 (en) * | 2016-11-04 | 2018-05-11 | Gtm Batiment | BUILDING ELEMENT WITH INTEGRATED PLANELLE |
-
1979
- 1979-04-12 DE DE19792914920 patent/DE2914920A1/en not_active Withdrawn
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2486986A1 (en) * | 1980-07-16 | 1982-01-22 | Nania Franco | PREFABRICATED BUILDING ELEMENT AND BUILDING CONSTRUCTION CARRIED OUT BY MEANS OF A PLURALITY OF THESE ELEMENTS |
AT394232B (en) * | 1983-04-08 | 1992-02-25 | Knoch Kern & Co | Storey-high, solid structural element for walls, in particular cellar walls, and wall assembly comprising such structural elements |
FR2547849A1 (en) * | 1983-06-23 | 1984-12-28 | Siporex Francais | Process for constructing a wall with high thermal insulating power |
EP0143249A1 (en) * | 1983-09-29 | 1985-06-05 | Rastra Ag | Large wall element for a building |
EP0208529A1 (en) * | 1985-07-05 | 1987-01-14 | High Tech Homes, Inc. | Reinforced-concrete building structures |
US4964252A (en) * | 1988-10-25 | 1990-10-23 | Fokker Special Products B.V. | Joining system for joining wall panels to form a box-like housing |
US5617686A (en) * | 1995-06-07 | 1997-04-08 | Gallagher, Jr.; Daniel P. | Insulating polymer wall panels |
EP0751262A1 (en) * | 1995-06-30 | 1997-01-02 | Ralf Sebald | Wall element for rising structures and method of manufacturing the same |
WO1999042674A1 (en) * | 1998-02-19 | 1999-08-26 | Jenny & Co. Ag | Set of construction members for realising a construction body and method for producing and using the same |
EP2543789A1 (en) * | 2011-07-07 | 2013-01-09 | Ali Haydadi | Module for constructing a building, module assembly and method for manufacturing the module |
FR2977604A1 (en) * | 2011-07-07 | 2013-01-11 | Ali Haydadi | MODULE FOR THE CONSTRUCTION OF A BUILDING, MODULE ASSEMBLY AND METHOD OF MANUFACTURING THE MODULE |
CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
CN103074955B (en) * | 2013-01-15 | 2016-11-30 | 北京珠穆朗玛绿色建筑科技有限公司 | The assembling building of precast concrete form and composition thereof and method of construction |
CN103526868A (en) * | 2013-10-23 | 2014-01-22 | 张英保 | Prefabricated building floor, building made of floor and building method of building |
CN103526868B (en) * | 2013-10-23 | 2016-08-31 | 张英保 | Assemblingization building floor and the building of composition thereof and method of construction |
FR3058428A1 (en) * | 2016-11-04 | 2018-05-11 | Gtm Batiment | BUILDING ELEMENT WITH INTEGRATED PLANELLE |
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Legal Events
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8139 | Disposal/non-payment of the annual fee |