摘要:本文研究的新型预制混凝土剪力墙指竖向分布钢筋采用单排螺栓连接、边缘构件竖向钢筋采用双排套筒灌浆连接的螺栓-套筒混合连接预制混凝土剪力墙.开展了高轴压比(0.5)下6片剪力墙足尺模型的低周反复荷载试验研究,试件分为两组,第一组为两端设置边缘构件的剪力墙,包括1片全套筒灌浆连接的全预制剪力墙PW1、2片混合连接预制剪力墙(包括1片全预制剪力墙PW2和1片一端带现浇边缘构件的预制剪力墙PW3)及其现浇对比剪力墙RW1;第二组为两端和中间均设置边缘构件的剪力墙,包括1片中间带现浇边缘构件、两端带预制边缘构件的混合连接预制剪力墙PW4及其现浇对比剪力墙RW2.研究结果表明:所有剪力墙均发生弯曲破坏;相比之下,预制剪力墙的滞回曲线更饱满,耗能能力明显好于相应的现浇剪力墙;预制剪力墙的承载力与相应的现浇剪力墙接近,第一组试件PW1~PW3的承载力分别比现浇试件RW1高8.3%、6.0%和5.2%,第二组试件PW4比现浇试件RW2低12.5%;第一组试件PW1~PW3的位移延性系数分别为2.99、2.71和3.23,第二组试件PW4的位移延性系数达到4.20,均高于相应的现浇试件(RW1为2.54、RW2为2.24).综上可知,混合连接预制剪力墙与全套筒灌浆连接预制剪力墙的抗震性能相近,且总体上好于相应的现浇剪力墙.%In this paper,we propose a new precast-concrete shear wall featuring a bolted-grouted sleeve hybrid con-nection,in which the vertically distributed reinforcements are connected by a single row of rebar spliced with bolts and the boundary-element vertical reinforcements are connected by two rows of rebar spliced with grouted sleeves. We performed reversed cyclic loading tests on six full-scale shear walls under a high axial compression ratio(0.5) and divided the specimens into two groups.The first group consisted of one precast shear wall PW 1 with a grouted sleeve connection,two precast shear walls with a hybrid connection(one full precast wall PW2 and one precast wall PW3 with a cast-in-situ boundary at one end),and a cast-in-situ shear wall RW1.The second group consisted of one precast-concrete shear wall PW4 with a hybrid connection(having two precast boundary elements at two ends and one cast-in-suit boundary element in the middle of the wall)and one cast-in-situ shear wall RW2.The test re-sults showed that all the specimens failed by bending.The precast specimens exhibited more full hysteretic loops and better energy dissipation capacity than the cast-in-situ specimens.The bearing capacities of the precast speci-mens approximated those of the cast-in-situ specimens.The bearing capacities of the first group of specimens PW 1~PW3 were 8.3%,6.0%,and 5.2%higher than that of the cast-in-situ specimens RW1,respectively,and the bearing capacity of the second group of specimen PW 4 was 12.5% lower than that of the cast-in-situ specimen RW2.The displacement ductility coefficients for specimens PW 1~PW4 were 2.99,2.71,3.23, and 4.20, re-spectively,which were higher than those of the corresponding cast-in-situ specimens(RW1(2.54)and RW2 (2.24)).As mentioned above,the precast shear wall with a bolted-grouted sleeve hybrid connection exhibited a similar seismic performance to that of the precast shear wall with a grouted-sleeve connection and both show better seismic performance than the cast-in-situ shear wall.