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Building formwork for a concrete shuttering process
A wall panel 10 for building concrete formwork in a shuttering process comprises a pair of spaced apart, opposing wall members connected together by a corrugated region. The wall members define at least one bend, and the corrugated region defines at least one channel that extends along the length between the wall members. The wall panel further comprises at least one resiliently flexible, elongate reinforcing member located within a respective channel, extending along the length of the wall members and around the bend. The reinforcing member may be fixed to at least one connecting member 16a, 16b and the corrugated region may define a plurality of channels. The panel may form an L-shaped or U-shaped profile, or may be curved.
Building formwork for a concrete shuttering process
A wall panel 10 for building concrete formwork in a shuttering process comprises a pair of spaced apart, opposing wall members connected together by a corrugated region. The wall members define at least one bend, and the corrugated region defines at least one channel that extends along the length between the wall members. The wall panel further comprises at least one resiliently flexible, elongate reinforcing member located within a respective channel, extending along the length of the wall members and around the bend. The reinforcing member may be fixed to at least one connecting member 16a, 16b and the corrugated region may define a plurality of channels. The panel may form an L-shaped or U-shaped profile, or may be curved.
Building formwork for a concrete shuttering process
SPENCER LAW (Autor:in) / MATTHEW HAGUE (Autor:in)
23.11.2016
Patent
Elektronische Ressource
Englisch
HEIGHT-ADJUSTABLE CAPS FOR CONCRETE SHUTTERING FORMWORK
Europäisches Patentamt | 2015
|Progressive concrete shuttering
Engineering Index Backfile | 1945
|