Wall building method for casting non-bearing wall on site
An on-site pouring, non-load-bearing technology, applied in the on-site preparation of building components, walls, buildings, etc., can solve the problems of slow molding speed, high labor intensity, slow construction speed, etc., to solve the problem of joints and improve earthquake resistance. performance, the effect of improving labor efficiency
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Embodiment 1
[0039] as attached Figure 1~6 , 11, and 12 show the special-shaped formwork 1 and the special-shaped mold column 5 produced through industrialization. as attached figure 1 Shown is a perspective view of a flat-shaped special-shaped formwork 1, which includes a forming part 1a for forming a wall, and a first connecting part 1b and a second connecting part 1c respectively arranged on both sides of the forming part 1a. The second connecting part 1c has a The space 1d into which the first connecting part of a special-shaped formwork is inserted, of course, the space is not limited to the L-shape shown in the drawings, and can be other shapes such as V-shape or U-shape. The first connecting portion of the latter special-shaped template is inserted into the space 1d of the second connecting portion 1c of the previous special-shaped template, and after the assembly is completed, the molding portion 1e of the latter special-shaped template is in the same plane as the molding portion...
Embodiment 2
[0050] Such as Figure 8 As shown, the present embodiment is a combination structure and construction method of cast-in-place "T"-shaped non-load-bearing wall construction molds.
[0051] The first step and the second step are the same as the first step and the second step of embodiment one, and in the third step, at the two inner corners of the "T" font, load onto the special-shaped mold column 5 of the present invention, and pass through the special-shaped mold column The connection part of 5 is embedded and fixed with different special-shaped templates 1 arranged vertically and horizontally, and fixed with bolts 2, sleeves 4 and nuts 3. Other structures and construction methods of this embodiment are the same as those of Embodiment 1.
Embodiment 3
[0053] Such as Figure 9 As shown, the present embodiment is a cast-in-place rectangular non-load-bearing wall construction mold combination structure and construction method.
[0054] The first step and the second step are the same as the first step and the second step of the first embodiment. In the third step, at the inner corner, pass the special-shaped mold column 5 and the two adjacent special-shaped templates 1 vertically and horizontally through the bolts 2, The casing 4 and the nut 3 are fixed together; at the outer corner, the vertically and horizontally adjacent right-angle "L"-shaped formworks are directly connected to the special-shaped formwork 1, and are fixed through the cooperation of the bolt 2, the sleeve 4 and the nut 3. Other structures and construction methods of this embodiment are the same as those of Embodiment 1.
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