Brief description of masonry requirements for partition walls in frame structures
Frame structure in the wall, filled with wall masonry, should not be piled up to withstand the beam at the end, leaving 200mm, about a week masonry shrinkage and then brick 60 ° oblique embedded. The anchor structure see GB50011-2010 "building seismic design code" 'non-structural components' chapter.
Block wall thickness determined by the block size, generally 90 ~ 120MM. Block wall of the strong water absorption, so in the masonry should be the first in the lower part of the wall 3 ~ 5 clay clay brick. When the block is not enough, use ordinary clay brick to fill. Other reinforced construction methods of block walls with ordinary brick partitions.
Half brick partition logo size of 120MM, the use of ordinary brick into. When the masonry mortar for the M2.5 wall height should not exceed 3.6M length should not exceed 5M; when using M5 mortar masonry, the height should not exceed 4M, the length should not exceed 6M. When the height is more than 4M, the long reinforced concrete belt should be set at the door beam, and the length should be over 6M. As the wall is light and thin, the stability of the cross, so the structure requires the wall and the load-bearing walls or between the column firmly connected, generally along the height of every 0.5M into the 2 Φ4 steel bar, but also along the wall height every 1.2M A 30MM thick cement mortar layer, put 2Φ6 steel, in order to ensure that the wall does not bear the weight, in the partition at the top and the floor at the junction, the brick should be a brick, or leave about 30MM gap plug pile tight.
