Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Assembling method and structure of prefabricated external wall panel
The invention discloses an assembling method and structure of a prefabricated external wall panel. The assembling method comprises the steps that notches are formed upwards along the lower surface of the prefabricated external wall panel and inwards along the inner side face of the prefabricated external wall panel, and upper wall steel bars are exposed; bolt sleeves are embedded in the wall bodies on the inner side surfaces of the notches and are connected with bolts; L-shaped water stop steel plates are arranged on the inner side wall bodies at the notches through bolts; a seat plate is embedded in a lower part and is welded with the L-shaped water stop steel plates; the prefabricated external wall panel is assembled on the lower part, and lower wall reinforcing steel bars are inserted into the notches and bound with upper wall reinforcing steel bars; a sealing water stop structure is constructed at a horizontal gap and located between the outer side face of the prefabricated external wall panel and the upstream face of the L-shaped water stop steel plates; and concrete pouring is carried out on the notches and the horizontal gap located in the side, on the back faces of the L-shaped water stop steel plates, of the notches through a formwork to form a post-pouring concrete block. Leakage after the prefabricated external wall panel is assembled in the horizontal gap can be prevented, and the connecting strength and the structural safety of the prefabricated external wall panel and the lower part are improved.
本发明公开一种预制外墙板的装配方法和结构,该方法包括沿预制外墙板的下表面向上及内侧面向内设置有缺口并露出上墙体钢筋;在缺口处的内侧面墙体上埋设螺栓套筒,螺栓套筒连接螺栓;L型止水钢板,通过螺栓设置在缺口处的内侧面墙体上;座板埋设在下构件上并与L型止水钢板焊接;将预制外墙板装配在下构件上,使下墙体钢筋插入到缺口处并与上墙体钢筋绑扎;在水平缝隙处且位于预制外墙板的外侧面与L型止水钢板的迎水面之间施工密封止水结构;通过模板对缺口及位于L型止水钢板背水面一侧的水平缝隙进行混凝土浇筑形成后浇筑砼块。本发明能够防止预制外墙板装配后在水平缝隙后的出现渗漏,提高预制外墙板与下构件的连接强度和结构安全性。
Assembling method and structure of prefabricated external wall panel
The invention discloses an assembling method and structure of a prefabricated external wall panel. The assembling method comprises the steps that notches are formed upwards along the lower surface of the prefabricated external wall panel and inwards along the inner side face of the prefabricated external wall panel, and upper wall steel bars are exposed; bolt sleeves are embedded in the wall bodies on the inner side surfaces of the notches and are connected with bolts; L-shaped water stop steel plates are arranged on the inner side wall bodies at the notches through bolts; a seat plate is embedded in a lower part and is welded with the L-shaped water stop steel plates; the prefabricated external wall panel is assembled on the lower part, and lower wall reinforcing steel bars are inserted into the notches and bound with upper wall reinforcing steel bars; a sealing water stop structure is constructed at a horizontal gap and located between the outer side face of the prefabricated external wall panel and the upstream face of the L-shaped water stop steel plates; and concrete pouring is carried out on the notches and the horizontal gap located in the side, on the back faces of the L-shaped water stop steel plates, of the notches through a formwork to form a post-pouring concrete block. Leakage after the prefabricated external wall panel is assembled in the horizontal gap can be prevented, and the connecting strength and the structural safety of the prefabricated external wall panel and the lower part are improved.
本发明公开一种预制外墙板的装配方法和结构,该方法包括沿预制外墙板的下表面向上及内侧面向内设置有缺口并露出上墙体钢筋;在缺口处的内侧面墙体上埋设螺栓套筒,螺栓套筒连接螺栓;L型止水钢板,通过螺栓设置在缺口处的内侧面墙体上;座板埋设在下构件上并与L型止水钢板焊接;将预制外墙板装配在下构件上,使下墙体钢筋插入到缺口处并与上墙体钢筋绑扎;在水平缝隙处且位于预制外墙板的外侧面与L型止水钢板的迎水面之间施工密封止水结构;通过模板对缺口及位于L型止水钢板背水面一侧的水平缝隙进行混凝土浇筑形成后浇筑砼块。本发明能够防止预制外墙板装配后在水平缝隙后的出现渗漏,提高预制外墙板与下构件的连接强度和结构安全性。
Assembling method and structure of prefabricated external wall panel
预制外墙板的装配方法和结构
HE FEI (Autor:in) / ZHANG YUXIANG (Autor:in)
17.12.2021
Patent
Elektronische Ressource
Chinesisch
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