Self-resetting replaceable shear wall coupling beam and assembly method thereof
A shear wall and self-resetting technology, applied in the direction of walls, joists, girders, etc., can solve the problems of controllable damage position, replaceability, and poor energy consumption capacity of the structure, so as to reduce subcontracting units and increase energy consumption capacity , Improve the effect of seismic performance
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Embodiment 1
[0051] Embodiment 1 discloses a self-resetting replaceable shear wall connecting beam, refer to the attached figure 1 And attached image 3 , its main body includes a precast concrete shear wall 100 , a precast concrete connecting beam 200 and a wall beam connecting assembly 300 for connecting the precast concrete shear wall 100 and the precast concrete connecting beam 200 . The specific setting includes two precast concrete shear walls 100 and a precast concrete connecting beam 200, the precast concrete connecting beam 200 is arranged between the two precast concrete shear walls 100, and the two ends of the precast concrete connecting beam 200 pass through The wall beam connecting assembly 300 is connected with the upper ends of the two precast concrete connecting beams 200 .
[0052] Reference attached figure 2 , attached image 3 And attached Figure 4 , the wall beam connection assembly 300 includes energy consumption channel steel 301, UHTCC filler block 302, post-ca...
Embodiment 2
[0060] Embodiment 2 discloses an assembly method for the self-resetting replaceable shear wall connecting beam disclosed in Embodiment 1, including the following steps:
[0061] Step 1: First, install the bottom end of the precast concrete shear wall 100 on the foundation through a grouting sleeve.
[0062] Step 2: Place the UHTCC filler block 302 on the upper and lower sides of the inner recess of the shear wall connecting plate 304 to facilitate hoisting and fixing of the precast concrete connecting beam.
[0063] Step 3: hoist the precast concrete connecting beam 200 horizontally to the middle of the precast concrete shear wall 100, so that the end of the square steel cylinder 308 is between two UHTCC filling blocks 302, forming the first energy dissipation mechanism.
[0064] Step 4: Install two energy-dissipating channel steels 301 symmetrically between the square steel cylinder 308, the shear wall connecting plate 304 and the connecting beam connecting plate 305, and pre...
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