Manufacturing and lap construction methods of ultra-wide autoclaved aerated concrete cantilever slabs
A technology of autoclaving and manufacturing method, which is applied in manufacturing tools, building structure, processing of building materials, etc., can solve problems such as inability to apply horizontal planes, and achieve low cost, high market competitiveness, and significant social benefits. Effect
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Embodiment 1
[0033] The manufacturing method of the ultra-wide heat-insulating cantilever plate of the present invention comprises the following steps:
[0034] Step 1.1, according to the blank body mold, blank body size and cutting capacity of the autoclaved aerated concrete component production line, make the blank body cutting plan of the ultra-wide heat-insulating cantilever slab; set the cutting steel wire system according to the blank body cutting plan; set up Determine the suspension position and method of the built-in steel mesh of the ultra-wide heat-insulating cantilever plate, and the minimum distance between the steel mesh and the cutting line is 2mm to 20mm;
[0035] Step 1.2, according to the hanging position and method of the reinforcement mesh, lay the reinforcement mesh into the mold;
[0036] Step 1.3, according to the determined formula of steam-cured aerated concrete, the preparation of slurry and pouring are respectively completed, and the development of the embryo bod...
Embodiment 2
[0054] Cut the size of the ultra-wide heat-insulating cantilever plate 12 to 2000mm*900mm*120mm. The upper part of the floor slab of the frame structure of the building is overlapped and poured as a whole with the floor slab. Compared with Example 1, the overlapping position is different, but the construction technology is similar.
Embodiment 3
[0056] Such as Figure 4 shown. Cut the size of the heat-insulating cantilever plate 12 to 2100mm*400mm*120mm. As the flange of the architectural appearance of the building, it is built to the bottom layer of the outer wall. This type of lap joint is completed through the masonry of the outer wall, and it is not necessary to adopt the annular steel bar 13 and the cast-in-place method.
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Abstract
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