DE3042584C2 - Wall-forming masonry in building construction and corbels for this - Google Patents
Wall-forming masonry in building construction and corbels for thisInfo
- Publication number
- DE3042584C2 DE3042584C2 DE19803042584 DE3042584A DE3042584C2 DE 3042584 C2 DE3042584 C2 DE 3042584C2 DE 19803042584 DE19803042584 DE 19803042584 DE 3042584 A DE3042584 A DE 3042584A DE 3042584 C2 DE3042584 C2 DE 3042584C2
- Authority
- DE
- Germany
- Prior art keywords
- masonry
- wall
- corbels
- forming
- building construction
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
Die Erfindung betrifft ein wandbildendes Mauerwerk im Hochbau sowie einen Kragstein hierfür.The invention relates to a wall-forming masonry in building construction and a corbel therefor.
Kellerwände von Gebäuden sind im Regelfall mit einer maximalen Dicke von 36,5 cm ausreichend für die anfallende Belastung dimensioniert.Basement walls of buildings with a maximum thickness of 36.5 cm are usually sufficient for the accruing load dimensioned.
Bei zweischaliger Konstruktion der Erd- und Obergeschoßwände ist, um allen heutigen Anforderungen gerecht zu werden, eine Dicke bis zu 47,5 cm erforderlich.With a double-shell construction of the ground floor and first floor walls, all current requirements are met to meet a thickness up to 47.5 cm required.
Um diesen DickenUtUersch-.ed zu erreichen, war es bisher nötig, Kellerwänue stärker zu dimensionieren, ohne daß dies aus anderen Grüne in nötig würde.To achieve this DickenUtUersch-.ed, it was necessary previously to dimension Kellerwänue stronger without this other Green in need.
Bekannt sind des weiteren Kragsteine, welche als Gesims- und Leibungssteine verwendet werden, vgl. beispielsweise das deutsche Gebrauchsmuster 17 78 316 und die schweizerische Patentschrift 7 370.Also known are corbels, which are used as cornice and soffit stones, cf. for example the German utility model 17 78 316 and Swiss patent 7 370.
Der Erfindung liegt die Aufgabe zugrunde, ein Auflager für die Außenschale des aufgehenden Mauerwerkes zu bilden, ohne daß dabei die gesamte Kellerwanddicke über das statisch erforderliche Maß hinaus gewählt wird oder Oberstände der Außenschale über das einschalige Kellermauerwerk erforderlich werden, die nicht der DINl 053 entsprechen.The invention is based on the object of a support for the outer shell of the rising masonry to form without the entire basement wall thickness exceeding the statically required amount in addition is selected or protrusions of the outer shell over the single-shell basement masonry are required that do not correspond to DIN 053.
Dies wird dadurch erreicht, daß auf eiischaligem Mauerwerk Kragsteine mit ihrer kleineren horizontalen Lagerflächen aufliegen, deren Oberseiten die größere Lagerfläche für ein aufgehendes zweischaliges Mauerwerk bilden, dessen Dicke größer ist als die des einschaligen Mauerworks.This is achieved by placing on eggshell Masonry corbels rest with their smaller horizontal bearing surfaces, the upper sides of which are the larger Form a storage area for a rising double-shell masonry, the thickness of which is greater than that of the single-shell masonry.
Eine Verbesserung der Mauerwerksstabilität wird erreicht, wenn die Kragsteine mit Aussparungen versehen sind, welche zur Herstellung eines Ortbetoiibalkens innerhalb der Kragsteine dienen.The masonry stability is improved if the corbels have recesses are provided, which for the production of a Ortbetoiibalkens serve within the corbels.
Ein solcher Kragstein ist zweckmäßigerweise so geformt, daß die nach oben offene Aussparung trogförmigen Querschnitt hat und den Kragstein horizontal in Richtung des Wandverlaufs durchziehtSuch a corbel is expediently shaped so that the recess that is open at the top Has trough-shaped cross-section and runs through the corbel horizontally in the direction of the wall
Die Erfindung wird anhand der Zeichnung erläutert.
Ein Ausführungsbeispiel eines beispielhaften Mauerwerks wird in Form eines vertikalen Wandschnittes in
Fig. 1 dargestelltThe invention is explained with reference to the drawing.
An embodiment of an exemplary masonry is shown in the form of a vertical wall section in FIG
Bei den Kragsieinen für Mauerwerk dieser Art ist zwischen Normalkragsteinen und Vergußkragsteinen zu unterscheiden. Die Grundformen werden in Fig.2 und Fig. 3 dargestellt. Die Vergußkragsteine sollen außer zur beschriebenen Aufgabe zur Herstellung eines Ortbetonbalkens innerhalb der Kragsteine dienen.With the Kragsieinen for masonry of this type to distinguish between normal cantilevers and grouting cantilevers. The basic shapes are shown in Fig.2 and Fig. 3 is shown. In addition to the task described, the potting bricks are intended to produce a In-situ concrete beams are used within the corbels.
Dieser Ortbetonbalken kann sowohl eine Ringanker-, als auch eine Biegebalkenfunktion haben.This in-situ concrete beam can have both a ring anchor and a bending beam function.
Als Biegebalken wird ein Kippen der Konstruktion bei ungenügender Auflast aus der Innenschale verhindert. As a bending beam, the structure is prevented from tilting if the load from the inner shell is insufficient.
Hierzu 2 Blatt ZeichnungenFor this purpose 2 sheets of drawings
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19803042584 DE3042584C2 (en) | 1980-11-12 | 1980-11-12 | Wall-forming masonry in building construction and corbels for this |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19803042584 DE3042584C2 (en) | 1980-11-12 | 1980-11-12 | Wall-forming masonry in building construction and corbels for this |
Publications (2)
Publication Number | Publication Date |
---|---|
DE3042584A1 DE3042584A1 (en) | 1982-05-19 |
DE3042584C2 true DE3042584C2 (en) | 1982-11-11 |
Family
ID=6116542
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19803042584 Expired DE3042584C2 (en) | 1980-11-12 | 1980-11-12 | Wall-forming masonry in building construction and corbels for this |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE3042584C2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2634507B1 (en) * | 1988-07-21 | 1993-11-19 | Prefabrication Materiaux Const | CONCRETE CORNICE ELEMENTS |
FR2639984B1 (en) * | 1988-12-07 | 1993-02-19 | Materiaux Modernes Constructio | SET OF BUILDING BLOCKS FOR THE REALIZATION OF A CORNICE AT THE TOP OF A WALL |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH7570A (en) * | 1893-09-16 | 1894-04-30 | Moehle S Bau Patente Ges Mit B | Artificial building blocks |
DE1778316U (en) * | 1958-10-02 | 1958-11-27 | Wilhelm Ihrlich | CORNERSTONE AND DEFLECTOR |
-
1980
- 1980-11-12 DE DE19803042584 patent/DE3042584C2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
DE3042584A1 (en) | 1982-05-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
OP8 | Request for examination as to paragraph 44 patent law | ||
8125 | Change of the main classification |
Ipc: E04B 2/28 |
|
8126 | Change of the secondary classification |
Ipc: E04C 1/39 |
|
D2 | Grant after examination | ||
8339 | Ceased/non-payment of the annual fee |