DE910213C - Brick for walls, ceilings, roofs or the like. - Google Patents
Brick for walls, ceilings, roofs or the like.Info
- Publication number
- DE910213C DE910213C DEK10462A DEK0010462A DE910213C DE 910213 C DE910213 C DE 910213C DE K10462 A DEK10462 A DE K10462A DE K0010462 A DEK0010462 A DE K0010462A DE 910213 C DE910213 C DE 910213C
- Authority
- DE
- Germany
- Prior art keywords
- walls
- ceilings
- roofs
- brick
- 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.)
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
Der Gegenstand der Erfindung ist ein neues Bauelement aus Zi=egelton oder Beton mit vielseitiger Verwendbarkeit zu Wänden und allen anderen im Hochbau vorkommenden Massivbauteilen.. wie Decken, Treppen, Dächern usw., ähnlich d °m Baustein nach Patent 88o o5 i.The object of the invention is a new component made of Zi = egelton or concrete with a wide range of uses for walls and everything else in building construction Occurring solid components .. such as ceilings, stairs, roofs, etc., similar to the building block according to patent 88o o5 i.
Abb. i zeigt das neue Bauelement im Querschnitt. Wie beim Hauptpatent läuft über die vier Seiten eine gleichmäßig durchlaufende Verzahnung in Wellenform, ähnlich einer Sinuswelle. Auf die Schmalseiten wie beim Gegenstand des Hauptpatents entfallen fünf Halbwellen, auf jede Breitseite aber nunmehr neunzehn Halbwellen. Bei einer Halbwellenlänge von io,2 mm ergibt sich eine Steinbreite von rund 2o cm und eine Steindicke von 5,5 cm.Fig. I shows the new component in cross section. As with the main patent A uniformly continuous toothing in wave form runs over the four sides, similar to a sine wave. On the narrow sides as in the subject of the main patent there are five half-waves, but now nineteen half-waves on each broadside. With a half-wave length of 10.2 mm, the stone width is around 20 cm and a stone thickness of 5.5 cm.
Daraus folgt nach Abb. 2 und 3 beim Aufbau von zweischaligen Hohlwänden in der Klimazone I und 1I und von dreischaligen Wänden, z. B. in der Klimazone III, und Fugenverguß mit Feinmörtel eine Zellenhöhe von 25 cm, entsprechend dem Schichtmaß der metrischen Hohlblöcke oder Vollsteine. Die Lochung der Steine richtet sich nach den. Rohstoffeigenschaften und dem Verwendungszweck (die Zeichnung zeigt nur eine Möglichkeit). Sie kann aber auch wegfallen. Die Mauerdicke der Hohlwände entspricht vier Steindicken, so daß der Hohlraum mit Bruchstücken in verschiedener Weise verschlossen werden kann, wie aus den Abb. 8 bis i i ersichtlich.From this it follows according to Fig. 2 and 3 for the construction of double-shell cavity walls in climatic zone I and 1I and of three-leaf walls, e.g. B. in climate zone III, and joint sealing with fine mortar a cell height of 25 cm, corresponding to the layer size the metric hollow blocks or solid stones. The perforation of the stones depends on the. Raw material properties and the intended use (the drawing shows only one Opportunity). But it can also be omitted. The wall thickness corresponds to the cavity walls four stone thicknesses, so that the cavity closed with fragments in different ways can be, as can be seen from Figs. 8 to i i.
Abb. .4 zeigt einen Fertigbalken im Querschnitt. Zwei Reihen Steine, die Fugen versetzt, sind durch eine Betonrippe schubfest miteinander verbunden. Rechts davon ist die aus solchen Balken zusammengesetzte Stahlstein:decke im Schnitt zu sehen. Zum Abdichten der Vergußfuge wird an der Unterkante des zuletzt verlegten Balkens ein Mörtelstreifen angesetzt, bevor der nächstfolgende Balken tierangeschoben wird.Fig. 4 shows a prefabricated beam in cross section. Two rows of stones the joints are staggered and connected to one another by a concrete rib. To the right of this is the steel stone composed of such beams: ceiling in section to see. To seal the grouting joint, the lower edge of the last laid A strip of mortar was applied to the bar before the next bar was pushed in will.
Nach Abb. 5 können die Fertigbalken auch als Traggerüst und Füllkörper für eine Stahlbetonrippendecke, nach Abb.6 als Pfettensparren und nach Abb. 7 als Treppenstufe verwendet werden. Außer den hier beispielsweise gezeigten Verwendungsmöglichkeiten sind mit dem neuen Bauelement auch noch andere Konstruktionen möglich; so z. B. Sturzbalken mit zwei Betonstegen, Deckenrandbalken verschiedener Breite und auch solche, die das folgende Stockwerk überkragen lassen, ebenso Gesimse, Gewölbe und andere.According to Fig. 5, the prefabricated beams can also be used as shoring and filling bodies for a reinforced concrete rib ceiling, according to Fig. 6 as purlin rafters and according to Fig. 7 as Stair step can be used. Except for the possible uses shown here, for example other constructions are also possible with the new component; so z. B. Lintel beams with two concrete webs, ceiling edge beams of different widths and also those that protrude over the next floor, as well as cornices, vaults and other.
Die Abb. 8 bis i i zeigen ein tragendes Mauerwerk im Grundriß. Abb. 8 zeigt einen Fensteranschlag, der auch noch mehrfach anders wie dargestellt ausgebildet werden kann.Fig. 8 to i i show a load-bearing masonry in plan. Fig. 8 shows a window stop which is also designed in a number of different ways as shown can be.
Abb. 9 zeigt eine Hausecke mit einbetonierter Stahlbetonstütze. Abb. io den Anschluß einer tragenden Mittelwand und Abb. i i eine Stütze in der Mittelwand.Fig. 9 shows a corner of a house with a reinforced concrete column set in concrete. Fig. io the connection of a load-bearing middle wall and Fig. i i a support in the middle wall.
Zunächst wird das Hohlmauerwerk jeweils in voller Stockwerkshöhe hochgemauert. Der Raum für die Stützen und Unterzüge wird dabei ausgespart; hierauf wird die Bewehrung eingelegt und ausbetoniert. Die ausgesparten Hohlräume dienen dabei als bleibende Schalung. Frei bleibende Schalflächen (wie in Abb. 9 und i i) werden ohne Holzverschnitt mit aufgelegten Brettern abgedeckt und in bekannter Weise gerödelt od. dgl. Die dargestellten Abmessungen der Betonstützen reichen für Häuser mit vier und fünf Stockwerken aus. Die Wände sind in allen Geschossen gleich dick, und ihr Gewicht und Materialaufwand betragen nur noch ein Viertel des Gewichts einer wärmetechnisch gleichwertigen Normalsteinwand. Bei Flachbauten kann auf eine Bewehrung der Stützen verzichtet werden.First of all, the hollow masonry is built up to the full height of the story. The space for the columns and beams is left out; on this is the reinforcement inserted and concreted. The recessed cavities serve as permanent ones Formwork. Formwork surfaces that remain free (as in Fig. 9 and i i) are made without wood waste covered with laid boards and dodged od in a known manner. Like. The The dimensions of the concrete supports shown are sufficient for houses with four and five Floors. The walls are the same thickness on all floors, and their weight and the cost of materials are only a quarter of the weight of a thermal technology equivalent normal stone wall. In the case of low-rise buildings, the supports can be reinforced be waived.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEK10462A DE910213C (en) | 1951-07-01 | 1951-07-01 | Brick for walls, ceilings, roofs or the like. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEK10462A DE910213C (en) | 1951-07-01 | 1951-07-01 | Brick for walls, ceilings, roofs or the like. |
Publications (1)
Publication Number | Publication Date |
---|---|
DE910213C true DE910213C (en) | 1954-04-29 |
Family
ID=7212879
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEK10462A Expired DE910213C (en) | 1951-07-01 | 1951-07-01 | Brick for walls, ceilings, roofs or the like. |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE910213C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012019313A2 (en) | 2010-08-09 | 2012-02-16 | Cosmocan Technology Ag | Can lid and can having an opening that can be pressed in |
-
1951
- 1951-07-01 DE DEK10462A patent/DE910213C/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012019313A2 (en) | 2010-08-09 | 2012-02-16 | Cosmocan Technology Ag | Can lid and can having an opening that can be pressed in |
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