Panel-type construction element
AssigneeSwissFiber AG
InventorsJosef Peter Kurath-Groll Mann, Walter Roland Weiler-Bisig
Life of this patent
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AssigneeSwissFiber AG
InventorsJosef Peter Kurath-Groll Mann, Walter Roland Weiler-Bisig
Estimating the term…
A panel-type construction element comprises a substantially rectangular base panel (1), which is particularly suited, for example, for use as a covering for facade scaffolding. Numerous dimples (2) can preferably be configured on the upper face of the base panel parallel to the longer side of the panel and continuous transversal areas (3) that are devoid of dimples and that respectively run at intervals in the longitudinal direction of the base panel are configured over the entire width of the latter. In the areas (3), transversal ribs (7), which project downwards and are connected to the underside and the respective abutting areas of flange surfaces (4) provided on the underside of the base panel to project downwards from the two longer sides of the base panel. The combination of longitudinal and transversal elements permits a simple, rigid and light-weight construction element, which if configured in plastic exhibits excellent weather and corrosion-proof properties and is extremely stable.
A board-shaped element of construction made of plastic for facade scaffolding comprising a substantially rectangular base plate having a length suitable for use as a weight-bearing board for a scaffolding in building construction, the base plate having at least one substantially planar transverse region extending between both longer sides of the base plate, an external flange extending downwardly from the outermost edge of each of both longer sides of the base plate and on the underside of the base plate at least one transverse rib extends downwardly directly beneath a substantially planar transverse region of the base plate, the transverse rib being connected to the underside of the base plate and to respectively abutting regions of the external flanges, wherein the external flanges serve as tension chords of the element when the element is used as a weight-bearing board for facade scaffolding, the height of the external flanges is greater than the height of the transverse rib, and the transverse rib has a trapezoidal cross section narrowing in the downward direction;
Dependencies are inferred from the claim text.