Prefabricated wall panel
a wall panel and prefabricated technology, applied in the field of prefabricated walls, can solve the problems of high cost of the total cost of the wall panel, and difficulty in acquiring it by low-resource individuals or entities, and achieve the effects of low cost, low resources, and high resistan
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example 1
[0040] A prefabricated wall panel in accordance with the present invention having a size of 35.4″×47.24″×1.96″and a metallic grid including four horizontal rods and 3 vertical rods each having a size of ½″×½″ forming six quadrangular cells, was submitted to a test for determining its charge capacity when applying a flexing force.
[0041] The test was carried out by placing the wall panel over four metallic perimetric supports each having a width of 5″. The force was evenly applied to each cell by means of two iron plates longitudinally placed over the wall panel so each plate contacted a row of three quadrangular cells, each plate having a size of 9.84″×9.84″×1″. A downward force was applied to both plates by means of a pair of two elongated metallic members connected to a hydraulic cylinder and perpendicularly oriented with respect of the iron plates.
[0042] The force was quantified by means of a charge cell having a resolution of 11.02 lbs and a special gauge was used to evaluate t...
example 2
[0044] A prefabricated wall panel in accordance with the present invention having a size of 15.74″×19.68″×1.96″ and a metallic grid including two horizontal rods and two vertical rods each having a size of ½″×½″ forming one complete quadrangular cells, was submitted to a test for determining its charge capacity when applying an axial force.
[0045] The test was carried out by placing the wall panel over one of its longitudinal sides. The force was evenly applied over the total length of the panel by means of a horizontal elongated metallic member connected to a hydraulic cylinder.
[0046] The force was quantified by means of a charge cell having a resolution of 11.02 lbs and a special gauge was used to evaluate the vertical deformation of the panel. The force was applied until the panel failed thus obtaining a maximum endurance force of 8,126.23 lbs and a maximum vertical deformation of 0.095″
[0047] The following graphic show the values of force versus vertical deformation until half ...
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