AT46263B

AT46263B - Process for the production of bank reinforcements.

Info

Publication number: AT46263B
Authority: AT
Inventors: Stanislav Spacek
Original assignee: Stanislav Spacek
Priority date: 1909-07-15
Filing date: 1909-07-15
Publication date: 1911-02-10

Description

  

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  Verfahren zur Herstellung von Uferbefestigungen. 
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 also sehr mager bis 1 : 8 gehalten werden, wird jedoch mit einer besseren Schichte 1:4 versehen. 



   Da die Betonbohlen aus dem besten Materiale sich sehr ökonomisch und die Berme sowie auch die   pfinsterartige     Böschungsbefestigung   aus einem mageren Beton sich herstellen lassen, gestaltet sich die ganze Uferbefestigung sehr billig und dem Steinverwurfe gegenüber viel fester und dauernder ; die Arbeitsweise ist viel schneller und der   Flusswasserlauf   beim Ufer wird viel 
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 bilden. Bei grösseren Tiefen können zwei   Fassonstücke   aufeinandergesetzt werden oder es wird ein grösseres hergestellt und mit Eisen armiert.   Die Fasaonstücke können   auch aus anderem Materiale verfertigt werden.



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  Process for the production of bank reinforcements.
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 So it is kept very lean up to 1: 8, but is provided with a better layer 1: 4.



   Since the concrete planks can be made very economically from the best material and the berm as well as the pavement-like embankment fortification can be made of lean concrete, the entire bank fortification is very cheap and much stronger and more permanent compared to the stone throwing; the way of working is much faster and the river watercourse at the bank becomes much
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 form. In the case of greater depths, two facade pieces can be placed on top of one another or a larger one is made and reinforced with iron. The Fasaon pieces can also be made of other materials.

Claims

PATENT CLAIM: Method for the production of bank reinforcements, characterized in that hollow concrete planks, open at the top and closed at the bottom, which are provided with semi-cylindrical recesses for receiving piles at their joints, are laid in the embankment base line and the piles are below to a depth of 15-20 cm The upper edge of the plank are rammed, whereupon all cavities up to this height are filled with sand, earth or the like to increase the weight and stability and from here on they are concreted together with berm and paving, so that in the event of the river bed being washed under the entire concrete fixation is supported on these piles.