Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel reinforced concrete clip-shaped shear wall reserved hole structure and construction method thereof
The invention discloses a steel reinforced concrete clip-shaped shear wall reserved hole structure and a construction method thereof. The steel reinforced concrete clip-shaped shear wall reserved hole structure comprises a concrete upper cover, and a plurality of notches are formed in the upper portion of the hole wall of a reserved hole of the concrete upper cover; the plurality of connecting sleeves are pre-buried in the concrete upper cover, and one ends of the connecting sleeves extend into the notches; the reinforcing structure comprises a plurality of reinforcing ribs which are connected end to end, the reinforcing ribs are arranged in the circumferential direction of the reserved hole, and the connecting sleeve is connected to the reinforcing ribs; the prefabricated bearing plate is embedded in the reserved hole, an inserting plate of the prefabricated bearing plate is inserted in the notch, and a post-pouring groove is formed between the prefabricated bearing plate and the upper portion of the hole wall of the reserved hole; the two ends of the tie bars are inserted into the connecting sleeves on the two opposite sides of the reserved hole respectively; and the post-pouring concrete is poured into the post-pouring groove and wraps one end of the tie bar and one end of the connecting sleeve. According to the method, the problem that the subsequent work is tedious due to the fact that the reserved hole of the upper cover of the concentric-square-shaped shear wall is constructed through traditional suspended formwork pouring is solved.
本发明公开了一种型钢混凝土回型剪力墙预留洞口结构及其施工方法，包括：混凝土上盖，混凝土上盖的预留洞口的洞壁的上部形成有多个缺口；预埋于混凝土上盖中的多个连接套管，其一端伸至缺口中；补强结构，包括首尾相连的多个加固筋，加固筋沿预留洞口的周向方向设置，连接套管连接于加固筋；预制承托板，嵌设于预留洞口中，预制承托板的插接板插设于缺口中，预制承托板与预留洞口的洞壁的上部之间形成后浇筑槽；多根拉结筋，拉结筋的两端分别插设于预留洞口的相对两侧的连接套管中；后浇混凝土，灌注于后浇槽中且包覆于拉结筋和连接套管的一端。本发明解决了回型剪力墙的上盖预留洞口采用传统吊模浇筑施工，存在繁琐的后续工作的问题。
Steel reinforced concrete clip-shaped shear wall reserved hole structure and construction method thereof
The invention discloses a steel reinforced concrete clip-shaped shear wall reserved hole structure and a construction method thereof. The steel reinforced concrete clip-shaped shear wall reserved hole structure comprises a concrete upper cover, and a plurality of notches are formed in the upper portion of the hole wall of a reserved hole of the concrete upper cover; the plurality of connecting sleeves are pre-buried in the concrete upper cover, and one ends of the connecting sleeves extend into the notches; the reinforcing structure comprises a plurality of reinforcing ribs which are connected end to end, the reinforcing ribs are arranged in the circumferential direction of the reserved hole, and the connecting sleeve is connected to the reinforcing ribs; the prefabricated bearing plate is embedded in the reserved hole, an inserting plate of the prefabricated bearing plate is inserted in the notch, and a post-pouring groove is formed between the prefabricated bearing plate and the upper portion of the hole wall of the reserved hole; the two ends of the tie bars are inserted into the connecting sleeves on the two opposite sides of the reserved hole respectively; and the post-pouring concrete is poured into the post-pouring groove and wraps one end of the tie bar and one end of the connecting sleeve. According to the method, the problem that the subsequent work is tedious due to the fact that the reserved hole of the upper cover of the concentric-square-shaped shear wall is constructed through traditional suspended formwork pouring is solved.
本发明公开了一种型钢混凝土回型剪力墙预留洞口结构及其施工方法，包括：混凝土上盖，混凝土上盖的预留洞口的洞壁的上部形成有多个缺口；预埋于混凝土上盖中的多个连接套管，其一端伸至缺口中；补强结构，包括首尾相连的多个加固筋，加固筋沿预留洞口的周向方向设置，连接套管连接于加固筋；预制承托板，嵌设于预留洞口中，预制承托板的插接板插设于缺口中，预制承托板与预留洞口的洞壁的上部之间形成后浇筑槽；多根拉结筋，拉结筋的两端分别插设于预留洞口的相对两侧的连接套管中；后浇混凝土，灌注于后浇槽中且包覆于拉结筋和连接套管的一端。本发明解决了回型剪力墙的上盖预留洞口采用传统吊模浇筑施工，存在繁琐的后续工作的问题。
Steel reinforced concrete clip-shaped shear wall reserved hole structure and construction method thereof
型钢混凝土回型剪力墙预留洞口结构及其施工方法
XU MINGBO (Autor:in) / WANG JIANGYONG (Autor:in) / YAO WENJIE (Autor:in) / LIU GUISAN (Autor:in) / GUO ERJUN (Autor:in) / XIE WENQIANG (Autor:in) / HOU HAILIN (Autor:in) / ZHAO YAN (Autor:in) / ZHANG LEI (Autor:in) / SONG CHAO (Autor:in)
27.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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