Abstract：
Taking a project as an example, the construction technology of the buckling-resistant steel plate shear wall is studied, and the pre-buried precision control of the high-strength anchor group is studied for the problem of the deformation control of the ultra-long and ultra-wide members of the steel plate shear wall. Series construction technical measures, in which the maximum positioning axis deviation is less than 1 mm, the maximum installation single layer verticality deviation is 4 mm, the maximum single layer upper end horizontal deviation is 3 mm, and the maximum plane bending is 2 mm. The deviation is less than the steel plate shear wall installation permission. Deviation, so that the amount of deformation is effectively controlled, providing experience for similar buckling-resistant steel plate shear wall construction.
YANG Xia,LI Fei,SHEN Li-cheng et al. Research on Construction Technology of Buckling Resistant Steel
Plate Shear Wall of Olympic Park B27-2 Project[J]. Architecture Technology, 2018, 49(12): 1271-.
