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Home Manufacturing Materials Method-for-propping-a-structure-with-vertical-walls-by-means-of-reinforcement-pillars-and-pillar-for-this-purpose

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 Method for propping a structure with vertical walls by means of reinforcement pillars, and pillar for this purpose

Details
Inventors: Cholley, Andre;
Assignee: Piscines Waterair (Seppois-le-Bas, FR)
Primary Examiner: Stephan; Beth A.
Assistant Examiner: Varner; Steve
Attorney, Agent or Firm: Abelman, Frayme & Schwab

A reinforcement pillar for propping a structure with vertical walls, which includes an envelope with a cylindrical shape, formed from a flat flexible panel with a rectangular shape, including apertures in the vertical walls for securing to the vertical walls, the vertical free edges of the flexible panel being designed to be secured to one another and folded into a cylindrical shape and secured to one another, the envelope being retained relative to the wall by a split hollow tube which stabilizes the envelope

DETAILED DESCRIPTION What is claimed is: 1.
A method for propping a structure with vertical walls by means of reinforcement pillars, which comprises the following steps: a) securing flexible flat panels with a rectangular shape to the structure with vertical walls; b) folding each flexible panel into an envelope with a cylindrical shape, and assembling one of the two free ends of the said panel to the other, by means of securing units; c) checking the alignment and perpendicularity of the structure; and d) filling with concrete each volume delimited by the cylindrical shape of said envelope.
2.
The method according to claim 1 for propping by means of reinforcement pillars, wherein the method comprises means for stabilizing said envelope.
3.
Method according to claim 2, for propping by means of reinforcement pillars, characterised in that assembly of the means for assuring the stability of the reinforcement pillar consists of putting into place at least two units to keep the wall perpendicular, by keeping a hollow tube which is split along its entire length secured onto the envelope, by sliding the units for securing of the free ends of the envelope inside the tube, as well as the said free edges which are drawn together inside the split in the tube.
4.
The method according to claim 3 for propping by means of reinforcement pillars, wherein the split tubes are driven in until their free end is at the level of the upper edge of the structure.
5.
The method according to claim 3 for propping by means of reinforcement pillars, wherein the split tubes are levelled by being cut, whereby their free end is at the level of the upper edge of the structure.
6.
Method according to claim 3, for propping by means of reinforcement pillars, characterised in that the units for keeping the wall perpendicular are tie bars formed from a straight rod which ends in a hook with a circular shape, and can contain the split tube.
7.
The method according to claim 6 for propping by means of reinforcement pillars, wherein each tie bar is secured on the vertical securing line of the flexible panels to the boards which form the structure, in the vicinity of said panel, and directly onto the board



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