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Construction method of fabricated building structure
The invention provides a construction method of a fabricated building structure, and relates to the technical field of building construction. The construction method of the fabricated building structure comprises a floor slab, wherein a plurality of steel bars are fixedly connected to the interior of the floor slab, a first positioning steel plate is arranged at the ends, extending to the outer side of the floor slab, of the steel bars in a sleeving mode, a plurality of second positioning steel plates are fixedly connected to the side wall of the first positioning steel plate, the steel bars and the floor slab are poured into a whole through concrete, and the first positioning steel plate is in a hollow rectangular shape. According to the construction method, the second positioning steel plates are added, so that a hoisted prefabricated column can be positioned through the second positioning steel plates in the descending process, the positioning difficulty of workers is reduced, the bottom of the prefabricated column can be fixed after grouting and pouring are completed, the stability performance of the prefabricated column can be improved, and the safety performance of the prefabricated column is improved.
本发明提供一种装配式建筑结构的施工方法,涉及建筑施工技术领域。该一种装配式建筑结构的施工方法,包括楼板,所述楼板的内部固定连接有钢筋,所述钢筋的数量设置有多个,多个所述钢筋延伸至楼板外侧一端套设有第一定位钢板,所述第一定位钢板的侧壁固定连接有第二定位钢板,所述第二定位钢板的数量设置有多个,多个所述钢筋与楼板通过混凝土浇筑成一体,所述第一定位钢板的形状为中空矩形状。本发明通过在施工方法中加入第二定位钢板,可以将吊装的预制柱在下降的过程中通过第二定位钢板进行定位操作,减少工作人员定位的难度,以及可以在灌浆与浇注完成后进行固定预制柱的底部,可以提高预制柱的稳固性能并提高了预制柱的安全性能。
Construction method of fabricated building structure
The invention provides a construction method of a fabricated building structure, and relates to the technical field of building construction. The construction method of the fabricated building structure comprises a floor slab, wherein a plurality of steel bars are fixedly connected to the interior of the floor slab, a first positioning steel plate is arranged at the ends, extending to the outer side of the floor slab, of the steel bars in a sleeving mode, a plurality of second positioning steel plates are fixedly connected to the side wall of the first positioning steel plate, the steel bars and the floor slab are poured into a whole through concrete, and the first positioning steel plate is in a hollow rectangular shape. According to the construction method, the second positioning steel plates are added, so that a hoisted prefabricated column can be positioned through the second positioning steel plates in the descending process, the positioning difficulty of workers is reduced, the bottom of the prefabricated column can be fixed after grouting and pouring are completed, the stability performance of the prefabricated column can be improved, and the safety performance of the prefabricated column is improved.
本发明提供一种装配式建筑结构的施工方法,涉及建筑施工技术领域。该一种装配式建筑结构的施工方法,包括楼板,所述楼板的内部固定连接有钢筋,所述钢筋的数量设置有多个,多个所述钢筋延伸至楼板外侧一端套设有第一定位钢板,所述第一定位钢板的侧壁固定连接有第二定位钢板,所述第二定位钢板的数量设置有多个,多个所述钢筋与楼板通过混凝土浇筑成一体,所述第一定位钢板的形状为中空矩形状。本发明通过在施工方法中加入第二定位钢板,可以将吊装的预制柱在下降的过程中通过第二定位钢板进行定位操作,减少工作人员定位的难度,以及可以在灌浆与浇注完成后进行固定预制柱的底部,可以提高预制柱的稳固性能并提高了预制柱的安全性能。
Construction method of fabricated building structure
一种装配式建筑结构的施工方法
FU YIZHOU (Autor:in) / YAN HUIYI (Autor:in) / ZENG ZIHUA (Autor:in) / CHEN RONGHAO (Autor:in) / HUANG YUANSHENG (Autor:in)
20.04.2021
Patent
Elektronische Ressource
Chinesisch
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