Opening crossed-laminated-timber shear wall with energy-dissipation connecting piece
A technology of glulam and shear walls, applied to walls, building components, earthquake resistance, etc., can solve the problems of system stiffness and bearing capacity reduction, achieve limit displacement and energy dissipation capacity improvement, limit displacement increase, and improve energy consumption capacity Effect
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[0029] like Figure 1-7 shown.
[0030] An open-mouthed cross-laminated timber shear wall with energy-dissipating connectors, such as Figures 1 to 3 As shown, it includes energy-dissipating metal connector 1, the first cross-glued wood shear wall 2, the second cross-glued wood shear wall 3, the first cross-glued wood shear wall 2 and the second cross-glued wood shear wall Orthoglued wood shear walls 3 are spliced vertically to form a vertical seam 6 above the opening, and the energy-dissipating metal connector 1 straddles the vertical seam and simultaneously connects with the first piece of orthogonal glued wood shear wall 2 and the second 3-piece connection of cross-laminated timber shear walls.
[0031] The first piece of cross-glued wood shear wall 2 and the second piece of cross-glued wood shear wall 3 are assembled on the floor or beam through No. 1 metal connector 4 and No. 2 metal connector 5; No. 1 metal connector 4 Set at the bottom ends of the first cross-glued...
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