A prefabricated shear wall superimposed structure system and installation method that are convenient for construction
An installation method and shear wall technology, applied in the direction of walls, building components, building structures, etc., can solve the problems of poor waterproof performance, lack of integrity, complex construction of assembled shear walls, etc.
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Embodiment 1
[0078] Embodiment 1, a prefabricated shear wall composite structure system that is convenient for construction, including vertical component connections and horizontal component connections, such as figure 1 with figure 2 As shown, both the vertical and horizontal components include a hollow prefabricated laminated concrete shear wall 1 and a prefabricated floor 3, and the hollow prefabricated laminated concrete shear wall 1 includes two symmetrically arranged thin shear walls 1-1, The two thin shear walls 1-1 are connected by truss reinforcement 2-3. Such as Figure 9 As shown, the vertical butt joint surfaces on both sides of the hollow prefabricated composite concrete shear wall 1 are provided with several shaped anchor bars 2-2 or several bent anchor bars 2-1, and the ends of the bent anchor bars 2-1 The bending angle at the top is 135°.
[0079] Such as Image 6 As shown, the upper end surface of the hollow prefabricated composite concrete shear wall 1 is arranged si...
Embodiment 2
[0083] Embodiment 2, an installation method of a prefabricated shear wall composite structure system that is convenient for construction, including vertical component installation and connection and horizontal component installation and connection, the vertical component installation and connection process is as follows Figure 4-8 shown, including the following steps:
[0084] Step 1: If Figure 4 As shown, the hollow prefabricated composite concrete shear wall 1 of the lower layer is installed and fixed, and concrete is poured in the middle of the two thin shear walls 1-1 until the concrete is 10-20cm away from the top of the thin shear wall.
[0085] Step 2: Horizontally hoist the prefabricated floor slabs 3 on both sides of the hollow prefabricated laminated concrete shear wall 1 described in step 1, so that the annular anchoring steel bar 2 on the upper part of the hollow prefabricated laminated concrete shear wall 1 described in step 1 is -2 intersects with the annular ...
Embodiment 3
[0099] Embodiment 3, an installation method of a prefabricated shear wall superimposed structural system that is convenient for construction, the T-shaped connection includes T-shaped outer ring rib buckle method and T-shaped direct buckle method, and the T-shaped outer ring Ribbons legal as Figure 12 shown, including the following steps:
[0100] Step 13: hoist the three pages of hollow prefabricated laminated concrete shear walls 1 into place, so that the three pages of hollow prefabricated laminated concrete shear walls 1 form a T-shaped arrangement.
[0101] Step 14: Place ring-shaped steel bars 4 at the butt joints of the three-page hollow prefabricated composite concrete shear walls 1 described in step 13. There are two ring-shaped steel bars 4, and the two ring-shaped steel bars 4 form a T-shaped composite bar. The three ends of the T-shaped composite tendons are buckled respectively on the annular anchoring reinforcement bars 2-2 of the three-page hollow prefabricate...
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