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Reinforced FS outer formwork cast-in-place concrete composite heat preservation system and construction method
The invention discloses a reinforced FS outer formwork cast-in-place concrete composite heat preservation system and a construction method, and relates to the technical field of building walls. According to the reinforced FS outer formwork cast-in-place concrete composite heat preservation system and the construction method, the FS outer formwork and the base layer wall body are connected through pouring concrete, and the corrugated supports are transversely arranged between the FS outer formwork and the base layer wall body at equal intervals, so that thickness control over a cast-in-place concrete protection layer is achieved; a part of deformation quantity can be counteracted compared with a plane structure; a vertical grouting hole channel is vertically formed in the side, close to the corrugated support, of the inner side face of the FS outer formwork, a transverse grouting hole channel is transversely formed in the side, close to the vertical grouting hole channel, of the corrugated support, and cement paste grouting is conducted on the FS outer formwork 48 hours after concrete pouring is completed and final setting is conducted. And therefore, under-vibration and vibration leakage parts generated by avoiding touching the FS outer template during vibration are compensated.
本发明公开了一种增强FS外模板现浇混凝土复合保温体系及施工方法,涉及建筑墙体技术领域。本发明的一种增强FS外模板现浇混凝土复合保温体系及施工方法,FS外模板和基层墙体之间通过浇筑混凝土相连接,所述FS外模板与基层墙体之间横向等间距设置有瓦楞支撑,从而实现现浇混凝土保护层的厚度控制,并能够相较平面构造抵消一部分形变量;FS外模板内侧面靠近瓦楞支撑一侧竖向开设有竖向压浆孔道,所述瓦楞支撑上靠近竖向压浆孔道一侧横向开设有横向压浆孔道,混凝土浇筑完毕,终凝后48小时前,对FS外模板进行水泥浆压浆,从而补偿振捣时因避免触及FS外模板所产生的欠振、漏振的部位。
Reinforced FS outer formwork cast-in-place concrete composite heat preservation system and construction method
The invention discloses a reinforced FS outer formwork cast-in-place concrete composite heat preservation system and a construction method, and relates to the technical field of building walls. According to the reinforced FS outer formwork cast-in-place concrete composite heat preservation system and the construction method, the FS outer formwork and the base layer wall body are connected through pouring concrete, and the corrugated supports are transversely arranged between the FS outer formwork and the base layer wall body at equal intervals, so that thickness control over a cast-in-place concrete protection layer is achieved; a part of deformation quantity can be counteracted compared with a plane structure; a vertical grouting hole channel is vertically formed in the side, close to the corrugated support, of the inner side face of the FS outer formwork, a transverse grouting hole channel is transversely formed in the side, close to the vertical grouting hole channel, of the corrugated support, and cement paste grouting is conducted on the FS outer formwork 48 hours after concrete pouring is completed and final setting is conducted. And therefore, under-vibration and vibration leakage parts generated by avoiding touching the FS outer template during vibration are compensated.
本发明公开了一种增强FS外模板现浇混凝土复合保温体系及施工方法,涉及建筑墙体技术领域。本发明的一种增强FS外模板现浇混凝土复合保温体系及施工方法,FS外模板和基层墙体之间通过浇筑混凝土相连接,所述FS外模板与基层墙体之间横向等间距设置有瓦楞支撑,从而实现现浇混凝土保护层的厚度控制,并能够相较平面构造抵消一部分形变量;FS外模板内侧面靠近瓦楞支撑一侧竖向开设有竖向压浆孔道,所述瓦楞支撑上靠近竖向压浆孔道一侧横向开设有横向压浆孔道,混凝土浇筑完毕,终凝后48小时前,对FS外模板进行水泥浆压浆,从而补偿振捣时因避免触及FS外模板所产生的欠振、漏振的部位。
Reinforced FS outer formwork cast-in-place concrete composite heat preservation system and construction method
一种增强FS外模板现浇混凝土复合保温体系及施工方法
CHEN YAN (Autor:in) / ZHOU LIN (Autor:in) / YE SHENGJUN (Autor:in)
28.10.2022
Patent
Elektronische Ressource
Chinesisch
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