Shear wall and construction method
A construction method and shear wall technology, applied in the direction of walls, building components, buildings, etc., can solve the problems of difficulty in setting up formwork, inability to use large formwork to set up formwork, and affect the progress of formwork, and achieve the effect of speeding up the construction progress
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Embodiment 1
[0039] Such as figure 1 and figure 2 As shown, the shear wall of this embodiment includes a shear wall body 7 and an external hanging plate covering the outer surface of the shear wall body 7; the external hanging plate includes at least two external hanging plate units 1, at least two external hanging plate units 1 along the The length direction of the shear wall body 7 is arranged at intervals.
[0040] The opposite sides of two adjacent external hanging panel units 1 and the outer surfaces of the shear wall body 7 enclose the pouring space 8 of the post-casting wall pile. The pouring space 8 is provided with a reinforcement mechanism, an insulation layer 15 and a plurality of sets of L-shaped plate group. And concrete is poured in the pouring space 8 so as to connect the external hanging plate and the shear wall body 7 to form a whole.
[0041] The insulation layer 15 is fixed on the outer surface of the shear wall body 7 by self-tapping screws 6 .
[0042] Such as F...
Embodiment 2
[0053] Such as image 3 , Figure 4 and Figure 5 As shown, the difference between the shear wall of this embodiment and Embodiment 1 is that the reinforcing mechanism includes a plurality of stirrups 16 and a plurality of groups of anchor rings arranged at intervals along the height direction of the external cladding unit 1, and the stirrups 16 are connected with the anchor rings. The ring groups are in one-to-one correspondence; the anchor ring group includes two anchor rings 4, and the two anchor rings 4 are respectively arranged on the opposite sides of two adjacent external hanging plate units 1, and the anchor rings 4 extend into the pouring space 8; the stirrups 16 are set Between the corresponding two anchor rings 4 , the stirrups 16 are fastened to the corresponding two anchor rings 4 . A plurality of anchor rings 4 on the side of the external cladding unit 1 form a channel, and a steel bar 5 runs through the channel, and the steel bar 5 vertically penetrates a plur...
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