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Prefabricated reinforced concrete externally-hung wallboard system and construction method
The invention relates to the technical field of prefabricated wall panel construction, and provides a prefabricated reinforced concrete external wall panel system and a construction method, the system comprises a prefabricated reinforced concrete external wall panel, a wall panel top cast-in-place beam, a wall panel side cast-in-place wall or column and a connecting structure; the connecting structure comprises a wallboard side edge waterproof PVC profile and a horizontal limiting rib. The wallboard side waterproof PVC profile is arranged between the prefabricated reinforced concrete external wallboard and the wallboard side cast-in-place wall or column; the horizontal limiting rib penetrates through the wallboard side waterproof PVC profile, one end of the horizontal limiting rib is inserted into the prefabricated reinforced concrete outer wallboard, and the other end of the horizontal limiting rib is anchored in a wallboard side cast-in-place wall or column; and the thickness of the wallboard side waterproof PVC profile is the displacement of the prefabricated reinforced concrete external wallboard under a fortification earthquake. Flexible connection is adopted between the prefabricated reinforced concrete external wall panel and the cast-in-place walls or columns on the two sides, it is guaranteed that the interior of the prefabricated reinforced concrete external wall panel does not collide with the cast-in-place walls or columns, and the waterproof structure without considering rigidity is achieved.
本申请涉及预制墙板施工技术领域,提供了一种预制钢筋混凝土外挂墙板系统及施工方法,系统包括:预制钢筋混凝土外墙板、墙板顶部现浇梁、墙板侧边现浇墙或柱以及连接构造;连接构造包括墙板侧边防水PVC型材和水平限位筋;墙板侧边防水PVC型材设置于预制钢筋混凝土外墙板与墙板侧边现浇墙或柱之间;水平限位筋贯穿墙板侧边防水PVC型材,其一端插入预制钢筋混凝土外墙板,另一端锚固于墙板侧边现浇墙或柱内;墙板侧边防水PVC型材的厚度为预制钢筋混凝土外墙板在设防地震下的位移量。预制钢筋混凝土外墙板与两侧的现浇墙或柱间采用柔性连接,确保预制钢筋混凝土外墙板面内不与现浇墙或柱碰撞,实现不计刚度防水构造。
Prefabricated reinforced concrete externally-hung wallboard system and construction method
The invention relates to the technical field of prefabricated wall panel construction, and provides a prefabricated reinforced concrete external wall panel system and a construction method, the system comprises a prefabricated reinforced concrete external wall panel, a wall panel top cast-in-place beam, a wall panel side cast-in-place wall or column and a connecting structure; the connecting structure comprises a wallboard side edge waterproof PVC profile and a horizontal limiting rib. The wallboard side waterproof PVC profile is arranged between the prefabricated reinforced concrete external wallboard and the wallboard side cast-in-place wall or column; the horizontal limiting rib penetrates through the wallboard side waterproof PVC profile, one end of the horizontal limiting rib is inserted into the prefabricated reinforced concrete outer wallboard, and the other end of the horizontal limiting rib is anchored in a wallboard side cast-in-place wall or column; and the thickness of the wallboard side waterproof PVC profile is the displacement of the prefabricated reinforced concrete external wallboard under a fortification earthquake. Flexible connection is adopted between the prefabricated reinforced concrete external wall panel and the cast-in-place walls or columns on the two sides, it is guaranteed that the interior of the prefabricated reinforced concrete external wall panel does not collide with the cast-in-place walls or columns, and the waterproof structure without considering rigidity is achieved.
本申请涉及预制墙板施工技术领域,提供了一种预制钢筋混凝土外挂墙板系统及施工方法,系统包括:预制钢筋混凝土外墙板、墙板顶部现浇梁、墙板侧边现浇墙或柱以及连接构造;连接构造包括墙板侧边防水PVC型材和水平限位筋;墙板侧边防水PVC型材设置于预制钢筋混凝土外墙板与墙板侧边现浇墙或柱之间;水平限位筋贯穿墙板侧边防水PVC型材,其一端插入预制钢筋混凝土外墙板,另一端锚固于墙板侧边现浇墙或柱内;墙板侧边防水PVC型材的厚度为预制钢筋混凝土外墙板在设防地震下的位移量。预制钢筋混凝土外墙板与两侧的现浇墙或柱间采用柔性连接,确保预制钢筋混凝土外墙板面内不与现浇墙或柱碰撞,实现不计刚度防水构造。
Prefabricated reinforced concrete externally-hung wallboard system and construction method
一种预制钢筋混凝土外挂墙板系统及施工方法
HE DONG (Autor:in) / JIANG WU (Autor:in) / CHEN JUN (Autor:in) / PENG CHANG (Autor:in) / XIONG YING (Autor:in) / LI CONG (Autor:in) / FU ZONGZONG (Autor:in) / LIANG YONGKUAN (Autor:in) / CHENG LIANG (Autor:in) / HUANG RUI (Autor:in)
26.07.2024
Patent
Elektronische Ressource
Chinesisch
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