AT16647B - Beam construction made of reinforced concrete. - Google Patents
Beam construction made of reinforced concrete.Info
- Publication number
- AT16647B AT16647B AT16647DA AT16647B AT 16647 B AT16647 B AT 16647B AT 16647D A AT16647D A AT 16647DA AT 16647 B AT16647 B AT 16647B
- Authority
- AT
- Austria
- Prior art keywords
- bar
- iron
- reinforced concrete
- known manner
- construction made
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 title claims description 4
- 238000010276 construction Methods 0.000 title claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 5
Landscapes
- Building Environments (AREA)
Description
<Desc/Clms Page number 1>
EMI1.1
PATENTSCHRIFT N 16647. FRANÇOIS EENNEBIQUE IN PARIS.
Balkenkonstruktion aus armiertem Beton.
Gegenstand der vorliegenden Erfindung ist eine Ausführungsform jener Balken und Gebäiko aus armiertem Beton, hei welchen in bekannter Weise in die Betonmasse als Zuggurte dienende gerade Eisenstangen sowie abgebogene Eisenstangen eingebettet sind, deren mittleres Stück horizontal in einer durch die Zugstangen gehenden Vertikalebene liegt, während die beiderseits sich anschliessenden Stangenstücke schräg nach aufwärts gerichtet sind und welche gerade, aus Bandeisen U-förmig gestaltete und entsprechend der Beanspruchung des Balkens in diesem verteilte Bügel zur Verbindung der geraden mit den abgebogenen Eisenstangen aufweisen.
Der Erfindung gemäss werden die abgebogenen Stangen mit ihren wagerechten Endteilen in das nächste Balkenfach verlängert und daselbst in bekannter Weiso mittelst nach abwärts gerichteter Bügel in den Beton eingebunden, so dass die über mehrere Stützpunkte reichenden ssetonbalken als kontinuierliche Träger wirken.
EMI1.2
Darstellung eines Schnittes desselben, wobei angenommen ist, dass der halbe Längsteil des Balkens weggenommen ist.
Die an die geneigten Stangenteile 2'oben anschliessenden Teile 2" der Stange 2
EMI1.3
lagern C befindlichen Balkenteilen eingebettet und reichen mit den über die Stütz-oder Auflagerstellen C des Balkens hinausragenden Enden 2'"in das zunächst liegende Balkenfach.
Ein Heben dieser Stangenteile 2''' wird durch mehrere über dieselben von oben ge- schobene Bügel a verhindert, deren nach unten gerichtete Schenkel fest in den Betonkörper eingebettet sind. Die in entgegengesetzter Richtung sich erstreckenden Stangen- enden 2"1 yerstii. rken den Balken an der Stützstelle ('.
EMI1.4
Die Längsstangen sind in bekannter Weise durch Bügel. ? in die Betonmasse eingebunden.
**WARNUNG** Ende DESC Feld kannt Anfang CLMS uberlappen**.
<Desc / Clms Page number 1>
EMI1.1
PATENT LETTER N 16647. FRANÇOIS EENNEBIQUE IN PARIS.
Beam construction made of reinforced concrete.
The subject of the present invention is an embodiment of those beams and buildings made of reinforced concrete, in which, in a known manner, straight iron bars and bent iron bars are embedded in the concrete mass serving as tension straps, the middle piece of which lies horizontally in a vertical plane passing through the tie bars, while the two sides adjoining rod pieces are directed obliquely upwards and which have straight, U-shaped made of iron band and according to the stress on the beam in this distributed bracket to connect the straight with the bent iron rods.
According to the invention, the bent rods are extended with their horizontal end parts into the next beam compartment and there integrated into the concrete in the known manner by means of downwardly directed brackets, so that the sseton beams, which extend over several support points, act as continuous beams.
EMI1.2
Representation of a section of the same, it being assumed that half the longitudinal part of the beam has been removed.
The parts 2 ″ of the rod 2 that adjoin the inclined rod parts 2 ′ at the top
EMI1.3
are embedded in the beam parts located in C and extend with the ends 2 '″ protruding beyond the support or bearing points C of the beam into the beam compartment which is initially located.
A lifting of these rod parts 2 '' 'is prevented by several brackets a pushed over them from above, the downwardly directed legs of which are firmly embedded in the concrete body. The rod ends 2 "1 extending in the opposite direction support the beam at the support point ('.
EMI1.4
The longitudinal bars are in a known manner by brackets. ? incorporated into the concrete mass.
** WARNING ** End of DESC field may overlap beginning of CLMS **.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT16647X | 1897-12-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AT16647B true AT16647B (en) | 1904-06-25 |
Family
ID=3518312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AT16647D AT16647B (en) | 1897-12-24 | Beam construction made of reinforced concrete. |
Country Status (1)
| Country | Link |
|---|---|
| AT (1) | AT16647B (en) |
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0
- AT AT16647D patent/AT16647B/en active
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