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A platform for research: civil engineering, architecture and urbanism
Construction method for prefabricated frame structure system
The invention discloses a construction method for a prefabricated frame structure system, and belongs to the technical field of prefabricated buildings. The construction method comprises the following steps that a plurality of prefabricated concrete columns are arranged at intervals, and grouting sleeves are arranged at the bottoms of the prefabricated concrete columns; reserved reinforcing steel bars corresponding to the grouting sleeves are pre-embedded at the tops of the prefabricated concrete columns, specifically, prefabricated beam column joints are hoisted, each prefabricated beam column joint comprises a hoop plate, a penetrating steel beam and stiffening ribs, the prefabricated beam column joints are wholly hoisted to the positions above the prefabricated concrete columns, and the reserved reinforcing steel bars penetrate through the interiors of the hoop plates in the vertical direction; then the outer walls of the hoop plates are connected to the prefabricated concrete columns together through fasteners and limiting plates; frame beams and secondary beams are mounted; a steel bar truss floor support plate is mounted; and floor concrete is poured. The construction method has the advantages of beam penetration and column penetration; and components are fully prefabricated, assembling is simple, and on-site construction and mounting are convenient.
本发明公开了一种装配式框架结构体系的施工方法，属于装配式建筑技术领域，包括如下步骤：安装预制混凝土柱，所述预制混凝土柱有多个且间隔布置，所述预制混凝土柱的底部设置有灌浆套筒，顶部预埋有与所述灌浆套筒相对应的预留钢筋：吊装预制梁柱节点，所述预制梁柱节点包括箍板、贯穿钢梁和加劲肋，将所述预制梁柱节点整体吊装至所述预制混凝土柱的上方，使所述预留钢筋沿上下方向穿过所述箍板内部；然后采用紧固件和限位板将所述箍板外壁和所述预制混凝土柱连接在一起；安装框架梁和次梁；安装钢筋桁架楼承板；浇筑楼板混凝土。本发明兼备梁贯通和柱贯通的优点；构件全预制，装配简单，便于现场施工安装。
Construction method for prefabricated frame structure system
The invention discloses a construction method for a prefabricated frame structure system, and belongs to the technical field of prefabricated buildings. The construction method comprises the following steps that a plurality of prefabricated concrete columns are arranged at intervals, and grouting sleeves are arranged at the bottoms of the prefabricated concrete columns; reserved reinforcing steel bars corresponding to the grouting sleeves are pre-embedded at the tops of the prefabricated concrete columns, specifically, prefabricated beam column joints are hoisted, each prefabricated beam column joint comprises a hoop plate, a penetrating steel beam and stiffening ribs, the prefabricated beam column joints are wholly hoisted to the positions above the prefabricated concrete columns, and the reserved reinforcing steel bars penetrate through the interiors of the hoop plates in the vertical direction; then the outer walls of the hoop plates are connected to the prefabricated concrete columns together through fasteners and limiting plates; frame beams and secondary beams are mounted; a steel bar truss floor support plate is mounted; and floor concrete is poured. The construction method has the advantages of beam penetration and column penetration; and components are fully prefabricated, assembling is simple, and on-site construction and mounting are convenient.
本发明公开了一种装配式框架结构体系的施工方法，属于装配式建筑技术领域，包括如下步骤：安装预制混凝土柱，所述预制混凝土柱有多个且间隔布置，所述预制混凝土柱的底部设置有灌浆套筒，顶部预埋有与所述灌浆套筒相对应的预留钢筋：吊装预制梁柱节点，所述预制梁柱节点包括箍板、贯穿钢梁和加劲肋，将所述预制梁柱节点整体吊装至所述预制混凝土柱的上方，使所述预留钢筋沿上下方向穿过所述箍板内部；然后采用紧固件和限位板将所述箍板外壁和所述预制混凝土柱连接在一起；安装框架梁和次梁；安装钢筋桁架楼承板；浇筑楼板混凝土。本发明兼备梁贯通和柱贯通的优点；构件全预制，装配简单，便于现场施工安装。
Construction method for prefabricated frame structure system
一种装配式框架结构体系的施工方法
XU PENGQIANG (author) / LI FEI (author) / LI QINGTANG (author) / NING NANA (author) / DONG LIPING (author) / LIN MENG (author) / LIU XIAOYAN (author) / LI XIWEN (author)
2021-09-07
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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