Reinforced sealing cement can be used in the bending tensile strength of brick masonry is insufficient to produce cracks

Reinforced sealing daub governance bending crack of brick masonry crack produced by the tensile strength is insufficient, cause factors: (1 1) Retaining wall under the effect of the lateral pressure of soil, the level of masonry will be to bend, and by vertical bending, the slurry ash seam position of tooth damage, along the horizontal mortar joint seam cracks and damage, along the vertical mortar joint and vertical vertical crack failure of brick itself. （ 2) With low strength grade of free height of the brick and mortar masonry walls, often under the action of wind pressure, by the horizontal bending and vertical bending. The fence along the horizontal seam cracks and collapse. （ 3) Brick masonry bending tensile strength is insufficient, the brick structure of donor produce vertical and oblique fracture. 2. Solution: when insufficient bending tensile strength of brick masonry cracks produced, must find out the reason, the study of reinforcement measures in a timely manner. Such as retaining wall must be invisible cracks filled soil can reduce the wall pressure, enhanced and brick column. Recommend production sealing reinforced cement brick structure.