Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Outwards-inclined cast-in-place shear wall formwork tying system and construction method thereof
In order to obtain a better supporting effect, the invention provides an outwards-inclined cast-in-place shear wall formwork tying system. The system is characterized in that at least one row of embedded part set is arranged in the direction from the side, close to a shear wall, of a floor slab to the side, away from the shear wall, of the floor slab at intervals; and each row of embedded part setcomprises multiple embedded parts distributed in the length direction of the shear wall at intervals and a horizontal steel pipe, one end of each embedded part is embedded in the floor slab, the other ends of the embedded parts extend to the outer side of the floor slab, the horizontal steel pipes are horizontally fixed to the ends, extending to the outer side of the floor slab, of the embedded parts, and the distance between the embedded parts and the row number of the embedded part sets are calculated and obtained according to the height and the thickness of the shear wall. The outwards-inclined cast-in-place shear wall formwork tying system is reasonable in overall design, simple in structure and convenient to operate, a supporting frame can be prevented from being erected outside theoutwards-inclined shear wall, a large quantity of labor and material costs are saved, mounting and dismounting are convenient, and the construction period is effectively shortened.
为了取得更好的支撑效果，本发明提供一种向外倾斜现浇剪力墙模板拉结体系，其特征在于，包括一沿从楼板靠近剪力墙的一侧至远离剪力墙的一侧的方向间隔设有至少一排预埋件组，每一排预埋件组均包括沿剪力墙的长度方向间隔分布的多个预埋件和一水平钢管，预埋件的一端预埋在楼板中，另一端延伸至楼板外侧，水平钢管水平固定在预埋件延伸至楼板外侧的一端上，所述预埋件的间距以及预埋件组的排数根据剪力墙的高度以及厚度计算所得。本发明的一种向外倾斜现浇剪力墙模板拉结体系，整体设计合理、结构简单、操作方便、能够避免在向外倾斜的剪力墙外部搭设支撑架，节约了大量的人工以及材料成本，并且便于安装和拆卸，有效的节约了建筑工期。
Outwards-inclined cast-in-place shear wall formwork tying system and construction method thereof
In order to obtain a better supporting effect, the invention provides an outwards-inclined cast-in-place shear wall formwork tying system. The system is characterized in that at least one row of embedded part set is arranged in the direction from the side, close to a shear wall, of a floor slab to the side, away from the shear wall, of the floor slab at intervals; and each row of embedded part setcomprises multiple embedded parts distributed in the length direction of the shear wall at intervals and a horizontal steel pipe, one end of each embedded part is embedded in the floor slab, the other ends of the embedded parts extend to the outer side of the floor slab, the horizontal steel pipes are horizontally fixed to the ends, extending to the outer side of the floor slab, of the embedded parts, and the distance between the embedded parts and the row number of the embedded part sets are calculated and obtained according to the height and the thickness of the shear wall. The outwards-inclined cast-in-place shear wall formwork tying system is reasonable in overall design, simple in structure and convenient to operate, a supporting frame can be prevented from being erected outside theoutwards-inclined shear wall, a large quantity of labor and material costs are saved, mounting and dismounting are convenient, and the construction period is effectively shortened.
为了取得更好的支撑效果，本发明提供一种向外倾斜现浇剪力墙模板拉结体系，其特征在于，包括一沿从楼板靠近剪力墙的一侧至远离剪力墙的一侧的方向间隔设有至少一排预埋件组，每一排预埋件组均包括沿剪力墙的长度方向间隔分布的多个预埋件和一水平钢管，预埋件的一端预埋在楼板中，另一端延伸至楼板外侧，水平钢管水平固定在预埋件延伸至楼板外侧的一端上，所述预埋件的间距以及预埋件组的排数根据剪力墙的高度以及厚度计算所得。本发明的一种向外倾斜现浇剪力墙模板拉结体系，整体设计合理、结构简单、操作方便、能够避免在向外倾斜的剪力墙外部搭设支撑架，节约了大量的人工以及材料成本，并且便于安装和拆卸，有效的节约了建筑工期。
Outwards-inclined cast-in-place shear wall formwork tying system and construction method thereof
一种向外倾斜现浇剪力墙模板拉结体系及其施工方法
WANG YIDONG (Autor:in) / ZHU JIANGFENG (Autor:in) / FANG XIANGMING (Autor:in) / LIU CHENGWEI (Autor:in) / MIAO JIANYANG (Autor:in)
15.01.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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