Aerator block Special masonry mortar and plastering mortar. This product is specially developed according to the characteristics of our company's aerated block materials. It is made of cement, fine aggregate, inorganic cementitious materials, mineral admixtures and other benign admixtures uniformly mixed in proportion.       

According to the excellence creation project, the construction method of autoclaved aerated concrete block masonry is analyzed, which mainly includes the masonry method of representative parts, the treatment of representative door and window openings, the treatment of the bottom and top of the filler wall, and the treatment of structural columns, ring beams and lintels. [Construction process flow] Inspection of base course, snapping of wall line → erection of skin counting pole → planting of reinforcement → confirmation of masonry method → mortar mixing → wall building → pouring of concrete components such as ring beam, coping, structural column, etc. → 7d top brick and joint plugging → inspection and maintenance ① full mortar and even pointing of vertical and horizontal joints, no transparent joints, blind joints and false joints, to avoid cracking of plastering layer Leakage. ② The overlapping length of adjacent blocks shall not be less than 1/3 of the whole brick. When the infilled wall is laid close to the bottom of the beam and slab, a certain gap shall be left. After the infilled wall is laid and at least 7d away, it shall be filled tightly. The height of the top brick should be 200mm, and the slanting point of view should be controlled at about 60 °. The "inverted splay" masonry should be carried out. Triangular concrete precast blocks should be used to close the mouth to ensure the fullness of the top brick mortar and avoid the occurrence of full-length cracks at the bottom of the beam. The connection between the structural column and the wall shall be built into a horse tooth. The construction shall be carried out as required after retreating. The reinforcement of the structural column shall meet the planning requirements. Ensure the integrity and stability of the wall and avoid cracking of the plastering layer. In order to ensure the strength of the structural column concrete and the compactness and integrity of the joint surface during the two times of pouring and tamping, the funnel formwork is generally used for pouring. Before pouring and tamping, the wet masonry joint parts and formwork are beneficial to the forming quality of the structural column. After pouring and tamping, the concrete at the bell mouth is chiseled off. When the height of the infilled wall is more than 4m, a horizontal tie beam should be set. The tie beam should be located at the half height of the wall, and should be combined with the lintel of the door and window; The height should not be less than 18cm to ensure the integrity of the wall and avoid cracks on the wall.