Experimental evaluation of the prevention methods for the interface between masonry infill walls and concrete columns. Tramontin I ; A. Moreno Junior II ; C. R Oliveira III. Cracks that form at the interfaces between masonry structures are common uncontrolled occurrences in buildings. Numerous methods have been proposed by the construction industry to address this problem.
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Easy to operate , saving labor cost. Good performance of preventing fire. Good sound-insulation properties. Durable , anti-seismic , recyclable. Typical questions asked about products Does this product support customization? How do you ship the products?
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Mixing period. Cake curing time. Cake curing temperature. Cake strength after curing. Listing pressure. Constant pressure. Releasing pressure. After autoclave compressive strength. Drying shrinkage value. Coefficient of thermal conductivity. High-class A. Qualified product B. Permissible variation of dimension mm. Missing angle. The min. The max. Missing angle no.
Crack length. The crack length through one edge and two surfaces not more than crack directional size sum on crack surface. The crack length of any surface can not be larger than crack directional size.
The cracks larger than the above size, not more than. Plain bending. Not allowed. Surface porosity, lamination crack. Surface oil. Strength level. Cubic compression strength MPa.
Average not less than. Single group min. Dry density level. Dry density.
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