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Connecting joint of prefabricated non-bearing outer wall and cast-in-place shear wall
The connecting joint comprises a lower plate section and an upper beam section which are integrally formed in a pouring mode, the lower plate section is provided with two opposite adjacent sides, prefabricated socket grooves are formed in the adjacent sides, elastic cushion layers are laid on the side faces of the adjacent sides, and the lower plate section is provided with an upper end and a lower end which are opposite. A grouting hole is formed in the lower end of the lower plate section, the upper beam section is formed at the upper end of the lower plate section, anchoring ribs used for anchoring a cast-in-place shear wall are formed at the two opposite ends of the upper beam section, and a positioning rib used for being inserted into the grouting hole of the lower plate section of the connecting joint of the upper-layer prefabricated non-bearing outer wall and the cast-in-place shear wall is formed on the upper portion of the upper beam section. Post-pouring mortar is poured into the grouting holes and wraps the positioning ribs. The problem that an existing prefabricated non-bearing outer wall is made of a concrete material the same as that of a main body structure, and after the existing prefabricated non-bearing outer wall and a cast-in-place shear wall of the main body structure are directly poured into a whole, the rigidity of the main body structure is affected is solved.
本发明公开了一种预制非承重外墙与现浇剪力墙的连接节点，包括一体浇筑成型的下板段和上梁段，下板段具有相对的两个邻接侧，邻接侧形成有预制承插槽，邻接侧的侧面铺设有弹性垫层，下板段具有相对的上端和下端，下板段的下端形成有灌浆孔，上梁段形成于下板段的上端，上梁段的相对两端形成有用于锚固现浇剪力墙中的锚固筋，上梁段的上部形成有用于插设上层预制非承重外墙与现浇剪力墙的连接节点的下板段的灌浆孔中的定位筋，灌浆孔中灌注有后浇筑砂浆，后浇筑砂浆包覆于定位筋。本发明解决了现有的预制非承重外墙采用与主体结构相同的混凝土材料制作，其直接与主体结构的现浇剪力墙浇筑一体后，对主体结构刚度产生影响的问题。
Connecting joint of prefabricated non-bearing outer wall and cast-in-place shear wall
The connecting joint comprises a lower plate section and an upper beam section which are integrally formed in a pouring mode, the lower plate section is provided with two opposite adjacent sides, prefabricated socket grooves are formed in the adjacent sides, elastic cushion layers are laid on the side faces of the adjacent sides, and the lower plate section is provided with an upper end and a lower end which are opposite. A grouting hole is formed in the lower end of the lower plate section, the upper beam section is formed at the upper end of the lower plate section, anchoring ribs used for anchoring a cast-in-place shear wall are formed at the two opposite ends of the upper beam section, and a positioning rib used for being inserted into the grouting hole of the lower plate section of the connecting joint of the upper-layer prefabricated non-bearing outer wall and the cast-in-place shear wall is formed on the upper portion of the upper beam section. Post-pouring mortar is poured into the grouting holes and wraps the positioning ribs. The problem that an existing prefabricated non-bearing outer wall is made of a concrete material the same as that of a main body structure, and after the existing prefabricated non-bearing outer wall and a cast-in-place shear wall of the main body structure are directly poured into a whole, the rigidity of the main body structure is affected is solved.
本发明公开了一种预制非承重外墙与现浇剪力墙的连接节点，包括一体浇筑成型的下板段和上梁段，下板段具有相对的两个邻接侧，邻接侧形成有预制承插槽，邻接侧的侧面铺设有弹性垫层，下板段具有相对的上端和下端，下板段的下端形成有灌浆孔，上梁段形成于下板段的上端，上梁段的相对两端形成有用于锚固现浇剪力墙中的锚固筋，上梁段的上部形成有用于插设上层预制非承重外墙与现浇剪力墙的连接节点的下板段的灌浆孔中的定位筋，灌浆孔中灌注有后浇筑砂浆，后浇筑砂浆包覆于定位筋。本发明解决了现有的预制非承重外墙采用与主体结构相同的混凝土材料制作，其直接与主体结构的现浇剪力墙浇筑一体后，对主体结构刚度产生影响的问题。
Connecting joint of prefabricated non-bearing outer wall and cast-in-place shear wall
预制非承重外墙与现浇剪力墙的连接节点
GU WENHUA (author) / LIU CAN (author) / WU HONGLEI (author) / JI JUN (author) / LIN GUODUO (author) / KIM HAK-SOO (author)
2023-02-28
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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