A full-scale shaking table experiment on CHB masonry structures was conducted in Japan to showcase two types of CHB houses. One model represented a code-compliant CHB house (Model A) and the other represented the more common residential CHB house (Model B) in the Philippines. The aim of the test was to better understand the vulnerability of its different parts and sections, the failure pattern and the overall behavior of similar structures during large earthquakes.
For the Philippine CHB houses, the application of mortar is another crucial construction activity that should be given equal importance as with appropriate reinforcements. Mortar should be properly applied and compacted requiring proper mixing, pouring and curing to produce homogeneous fill and bond.
Specification |
Model A |
Model B |
CHB Wall |
6”(400x200x150 mm) |
4”(400x200x100 mm) |
Veritical Steel Bars |
10 millimeter diameter spaced at 40 centimeter |
46 millimeter diameter spaced 90 centimeter |
Horizontal Steel Bars |
10 millimeter diameter spaced at 60 centimeter or laid every 3 layers |
6 millimeter diameter spaced at 60 centimeter or laid every 3 layers |
Mortar Mix (Cement : Sand) |
1:4 Compacted |
1:4 Not compacted |
Roof Frame / Roofing |
Wood / G.I. Sheets |
Wood / G.I. Sheets |