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Connecting and mounting method for vertical prefabricated parts of fabricated building
A fabricated building vertical prefabricated part connecting and mounting method comprises the steps that S1, a prefabricated wall plate is manufactured, a plurality of steel bars are inserted into the top of the prefabricated wall plate, a plurality of sleeves are arranged in the bottom of the prefabricated wall plate, a plurality of limiting protrusions are arranged on the steel bars, limiting mechanisms are arranged in the sleeves, and the limiting mechanisms are assembled to enable the steel bars to be inserted into the sleeves; the steel bar can be prevented from being separated from the sleeve; s2, the determined number of prefabricated wallboards are transported to a construction site; s3, a cast-in-place beam is poured, a plurality of steel bars are embedded in the cast-in-place beam, and a plurality of limiting protrusions are arranged on the steel bars; s4, high-strength mortar is laid on the top of the cast-in-place beam, the prefabricated wall panel is hoisted on the high-strength mortar, and a plurality of steel bars on the cast-in-place beam are inserted into a plurality of sleeves of the prefabricated wall panel correspondingly; s5, a cast-in-place beam is poured on the upper portion of the prefabricated wall panel, and steel bars on the prefabricated wall panel penetrate through the cast-in-place beam; s6, the step S4 and the step S5 are repeated until all construction is completed; and S7, the steel bars extending out of the top of the uppermost cast-in-place beam are cut off, and installation is completed.
一种装配式建筑竖向预制构件连接安装方法，包括：S1、预制墙板制作，在预制墙板的顶部插设有若干钢筋，在其底部内设有若干套筒，钢筋上设有多个限位凸起，套筒内设有限位机构，限位机构被装配为能够使钢筋插入套筒，且能够阻止钢筋从套筒中脱离；S2、将确定数量的预制墙板运输至施工地点；S3、浇筑现浇梁，在现浇梁上预埋若干钢筋，钢筋上设有多个限位凸起；S4、在现浇梁的顶部铺设高强砂浆，将预制墙板吊装在高强砂浆上，使得现浇梁上的若干钢筋分别插入预制墙板的若干套筒内；S5、在预制墙板的上方浇筑现浇梁，使得预制墙板上的钢筋穿过现浇梁；S6、重复步骤S4和步骤S5，直到完成所有施工；S7、将最上方的现浇梁顶部伸出的钢筋截断，安装完毕。
Connecting and mounting method for vertical prefabricated parts of fabricated building
A fabricated building vertical prefabricated part connecting and mounting method comprises the steps that S1, a prefabricated wall plate is manufactured, a plurality of steel bars are inserted into the top of the prefabricated wall plate, a plurality of sleeves are arranged in the bottom of the prefabricated wall plate, a plurality of limiting protrusions are arranged on the steel bars, limiting mechanisms are arranged in the sleeves, and the limiting mechanisms are assembled to enable the steel bars to be inserted into the sleeves; the steel bar can be prevented from being separated from the sleeve; s2, the determined number of prefabricated wallboards are transported to a construction site; s3, a cast-in-place beam is poured, a plurality of steel bars are embedded in the cast-in-place beam, and a plurality of limiting protrusions are arranged on the steel bars; s4, high-strength mortar is laid on the top of the cast-in-place beam, the prefabricated wall panel is hoisted on the high-strength mortar, and a plurality of steel bars on the cast-in-place beam are inserted into a plurality of sleeves of the prefabricated wall panel correspondingly; s5, a cast-in-place beam is poured on the upper portion of the prefabricated wall panel, and steel bars on the prefabricated wall panel penetrate through the cast-in-place beam; s6, the step S4 and the step S5 are repeated until all construction is completed; and S7, the steel bars extending out of the top of the uppermost cast-in-place beam are cut off, and installation is completed.
一种装配式建筑竖向预制构件连接安装方法，包括：S1、预制墙板制作，在预制墙板的顶部插设有若干钢筋，在其底部内设有若干套筒，钢筋上设有多个限位凸起，套筒内设有限位机构，限位机构被装配为能够使钢筋插入套筒，且能够阻止钢筋从套筒中脱离；S2、将确定数量的预制墙板运输至施工地点；S3、浇筑现浇梁，在现浇梁上预埋若干钢筋，钢筋上设有多个限位凸起；S4、在现浇梁的顶部铺设高强砂浆，将预制墙板吊装在高强砂浆上，使得现浇梁上的若干钢筋分别插入预制墙板的若干套筒内；S5、在预制墙板的上方浇筑现浇梁，使得预制墙板上的钢筋穿过现浇梁；S6、重复步骤S4和步骤S5，直到完成所有施工；S7、将最上方的现浇梁顶部伸出的钢筋截断，安装完毕。
Connecting and mounting method for vertical prefabricated parts of fabricated building
一种装配式建筑竖向预制构件连接安装方法
YU WEIJIAN (author) / ZHANG ZHENG (author) / CHEN YUJUN (author) / YE DIKE (author) / GUO ZHAOJIA (author) / CAO YONGJIE (author) / ZHANG WANTING (author) / NIE XIUJUAN (author) / HUANG HAOHUI (author) / ZHONG YINGSI (author)
2023-08-11
Patent
Electronic Resource
Chinese
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