DE176885C - - Google Patents
Info
- Publication number
- DE176885C DE176885C DE1904176885D DE176885DA DE176885C DE 176885 C DE176885 C DE 176885C DE 1904176885 D DE1904176885 D DE 1904176885D DE 176885D A DE176885D A DE 176885DA DE 176885 C DE176885 C DE 176885C
- Authority
- DE
- Germany
- Prior art keywords
- reinforced concrete
- stems
- concrete
- posts
- wall
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
Description
KAISERLICHESIMPERIAL
PATENTAMT.PATENT OFFICE.
PATENTSCHRIFTPATENT LETTERING
- M 176885 -KLASSE ZIa. GRUPPE- M 176885 - CLASS ZIa. GROUP
in BUDAPEST.in Budapest.
Betonausfüllung.Concrete filling.
Patentiert im Deutschen Reiche vom 25. Dezember 1904 ab.Patented in the German Empire on December 25, 1904.
10. Mai 1904 anerkannt.Recognized May 10, 1904.
Den Gegenstand der vorliegenden Erfindung bildet eine Eisenbetonwand aus vorher angefertigten durchbrochenen Eisenbetonstielen und einer im Bau einzubringenden Betonausfüllung. Durch die Erfindung wird bezweckt, den Bau von Eisenbetonmauern, besonders in engen Arbeitsgruben, zu erleichtern, das Holzlehrgerüst zum Teil überflüssig zu machen, die' beim Stampfen des Betons vorkommenden Verdrückungen zu verhindern und die Mauern gegen seitliche Kraftwirkungen widerstandsfähiger zu machen.The subject of the present invention forms a reinforced concrete wall from before made openwork reinforced concrete stems and a concrete filling to be added in the construction. Through the invention aims to facilitate the construction of reinforced concrete walls, especially in narrow work pits, to make the wooden scaffolding partly superfluous, which 'when tamping the Prevent concrete from crushing and the walls against lateral forces to make more resilient.
Gegenüber den bekannten Eisenbeton-Fachwerkwänden wird durch die an sich
bei Deckenträgern bekannten Durchbrechungen der Stiele der Vorteil erreicht, daß die
Eiseneinlagen und der Beton der Wand besser mit den Stielen verbunden sind.
. Auf der Zeichnung bedeutetCompared to the known reinforced concrete half-timbered walls the advantage that the iron inlays and the concrete of the wall are better connected to the stems is achieved by the perforations in the stems, which are known per se in ceiling girders.
. In the drawing means
Fig. ι einen senkrechten Längsschnitt durch zwei Eisenbetonstiele und die dazwischen angeordneten Eiseneinlagen.Fig. Ι a vertical longitudinal section through two reinforced concrete posts and the one in between arranged iron inlays.
Fig. 2 zeigt einen senkrechten Querschnitt durch die Wand, und zwar im unteren Teile die fertige Wand nebst Schalung und im oberen Teile den Eisenbetonstiel und die Eiseneinlagen.Fig. 2 shows a vertical cross section through the wall, namely in the lower part the finished wall together with the formwork and in the upper part the reinforced concrete stem and the iron inlays.
Fig. 3 ist ein wagerechter Schnitt durch die fertige Wand vor der Entfernung der Schalung.Fig. 3 is a horizontal section through the finished wall before removal of the Formwork.
Zwischen den in entsprechender Entfernung voneinander aufgestellten durchbrochenen Eisenbetonstielen A, A werden die wagerechten Drähte α und die senkrechten Drähte b verlegt, die an den Kreuzungspunkten durch Drähte c verbunden werden. Die wagerechten Drähte α liegen auf den Querverbindungen f der Stiele A, die die beiden parallelen Gurte e der Stiele verbinden.The horizontal wires α and the vertical wires b , which are connected by wires c at the intersection points , are laid between the perforated reinforced concrete posts A, A , which are set up at a corresponding distance from one another. The horizontal wires α lie on the cross connections f of the stems A, which connect the two parallel straps e of the stems.
Zur Befestigung der Schalbretter werden an den Eisenbetonstielen A, A vor ihrer Aufstellung mittels der durch Aussparungen ρ der Stiele gesteckten Schraubenbolzen k die Führungspfosten i angeschraubt, worauf die Schalbretter I eingesetzt werden und der Beton eingestampft wird.To attach the shuttering boards, the guide posts i are screwed to the reinforced concrete posts A, A before they are set up by means of the screw bolts k inserted through the recesses ρ of the posts, whereupon the shuttering boards I are inserted and the concrete is tamped.
Die Stiele können selbstverständlich auch so bemessen werden, daß sie aus der Wandfläche nicht vortreten und daß sie gegebenenfalls auch als belastete Säulen dienen können.The stems can of course also be dimensioned so that they protrude from the wall surface do not step forward and that they can also serve as loaded pillars if necessary.
In Mauerecken werden Stiele verwendet, die nach zwei Richtungen durchbrochen sind, so daß die wagerechten Einlagen beider Wände auf den Querverbindungen liegen.In wall corners, stems are used that are broken in two directions, so that the horizontal deposits of both walls lie on the cross connections.
Claims (1)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
HU176885X | 1904-05-10 | ||
DE176885T | 1904-12-25 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE176885C true DE176885C (en) | 1906-10-25 |
Family
ID=441412
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE1904176885D Expired DE176885C (en) | 1904-05-10 | 1904-12-25 |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE176885C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10314988B2 (en) | 2012-08-12 | 2019-06-11 | Vpas Group Pty Ltd | Gas flow indicator |
-
1904
- 1904-12-25 DE DE1904176885D patent/DE176885C/de not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10314988B2 (en) | 2012-08-12 | 2019-06-11 | Vpas Group Pty Ltd | Gas flow indicator |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2147051A1 (en) | PROCEDURE FOR MAKING A PRESSURE POST IN THE SOIL | |
DE176885C (en) | ||
DE1947249A1 (en) | Foundation or civil engineering structure and process for its production | |
DE576831C (en) | Screw tip for well pipes | |
DE2013630B2 (en) | CASED CONCRETE WALL | |
DE822600C (en) | Scarf stone for the production of walls | |
AT40299B (en) | Bank cladding. | |
DE808779C (en) | Formwork for walls made of concrete | |
DE155384C (en) | ||
AT70928B (en) | Method for inserting a girder for bracing construction pits, in particular for building underground railways. | |
DE220608C (en) | ||
DE290547C (en) | ||
DE2411598A1 (en) | SUPPORT PILLAR FOR A CONSTRUCTION IN THE SEA | |
DE655994C (en) | Device for the production of concrete pipelines of any length | |
DE481580C (en) | Method for lining the wetted cross-section of a watercourse with base shells and embankment plates | |
DE2102613A1 (en) | Reinforced concrete beams | |
DE2641683A1 (en) | Concrete bucket for building site use - has feet acting as guides for stacking and hooks at top and bottom to coupled adjacent buckets together using rings | |
AT287996B (en) | Connecting device | |
DE957258C (en) | Process for the production of Schuettbetonwandenden as well as formwork and shaped stone for this | |
AT145104B (en) | Process for the production of upright cast concrete poles. | |
DE595358C (en) | Founding process with compressed air caissons | |
DE646628C (en) | Process for the production of place posts and concrete pillars in the water | |
DE336019C (en) | Procedure for setting up straightening devices in boreholes | |
AT277884B (en) | Concrete pipe head | |
DE299861C (en) |