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Prefabricated floor beam connecting structure and connecting method
The invention discloses a prefabricated floor beam connecting structure and method, the top of a floor body is provided with a vertically penetrating mounting through hole, two L-shaped connecting ribs are prefabricated in a prefabricated beam, the short side ends of the two L-shaped connecting ribs are oppositely arranged, and the long side ends of the two L-shaped connecting ribs extend upwards; the two floor slab bodies are arranged above the precast beam side by side and matched with the two long side ends through the mounting through holes correspondingly, a grouting seam is formed between the ends of the two floor slab bodies, and the connecting pieces are located above the mounting through holes and used for connecting the two L-shaped connecting ribs. The L-shaped reinforcing ribs are matched with the mounting through holes, so that on-site rapid mounting of the floor slab body and the prefabricated beam is achieved, grouting between the floor slabs is combined, the construction speed is high, the on-site wet construction amount is small, and the overall stability of the connecting joint of the beam and the prefabricated floor slab is improved.
本发明公开了一种预制楼板梁连接结构和连接方法,楼板本体顶部具有竖直贯穿的安装通孔,预制梁内预制有两个L型连接筋,两个L型连接筋短边端相对设置且长边端向上伸出,两个楼板本体并排布置在预制梁上方且分别通过所述安装通孔与两个所述长边端配合,两个楼板本体端部之间形成灌浆缝,连接件位于所述安装通孔上方用于连接两个L型连接筋。通过L型加强筋与安装通孔配合,实现楼板本体和预制梁的现场快速安装,与楼板之间的灌浆相结合,施工速度快,现场湿作业量小,提高了梁与预制楼板连接节点整体稳定性。
Prefabricated floor beam connecting structure and connecting method
The invention discloses a prefabricated floor beam connecting structure and method, the top of a floor body is provided with a vertically penetrating mounting through hole, two L-shaped connecting ribs are prefabricated in a prefabricated beam, the short side ends of the two L-shaped connecting ribs are oppositely arranged, and the long side ends of the two L-shaped connecting ribs extend upwards; the two floor slab bodies are arranged above the precast beam side by side and matched with the two long side ends through the mounting through holes correspondingly, a grouting seam is formed between the ends of the two floor slab bodies, and the connecting pieces are located above the mounting through holes and used for connecting the two L-shaped connecting ribs. The L-shaped reinforcing ribs are matched with the mounting through holes, so that on-site rapid mounting of the floor slab body and the prefabricated beam is achieved, grouting between the floor slabs is combined, the construction speed is high, the on-site wet construction amount is small, and the overall stability of the connecting joint of the beam and the prefabricated floor slab is improved.
本发明公开了一种预制楼板梁连接结构和连接方法,楼板本体顶部具有竖直贯穿的安装通孔,预制梁内预制有两个L型连接筋,两个L型连接筋短边端相对设置且长边端向上伸出,两个楼板本体并排布置在预制梁上方且分别通过所述安装通孔与两个所述长边端配合,两个楼板本体端部之间形成灌浆缝,连接件位于所述安装通孔上方用于连接两个L型连接筋。通过L型加强筋与安装通孔配合,实现楼板本体和预制梁的现场快速安装,与楼板之间的灌浆相结合,施工速度快,现场湿作业量小,提高了梁与预制楼板连接节点整体稳定性。
Prefabricated floor beam connecting structure and connecting method
一种预制楼板梁连接结构和连接方法
MA WEI (author) / SHANG YUQING (author) / YU ZHEMING (author)
2023-04-14
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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