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Prefabricated formwork column and machining method thereof
The invention discloses a prefabricated formwork column and a machining method thereof. The prefabricated formwork column comprises a concrete shell, wherein any cross section of the concrete shell is square and equal in size, the concrete shell is a dismounting-free shell, a constructional reinforcement cage is arranged in the concrete shell, a reinforcement lantern ring is arranged on the constructional reinforcement cage, a first longitudinal reinforcement is placed in a hollow area of the concrete shell, the first longitudinal reinforcement penetrates through the reinforcement lantern ring, and the hollow area of the concrete shell is square and is poured with concrete. According to the prefabricated formwork column and the machining method thereof, the concrete shell is prefabricated in a factory in advance, the concrete shell serves as a column formwork, the time for erecting the formwork is saved, the constructional reinforcement cage is erected in the concrete shell, the strength of the concrete shell is improved, the stability and rigidity of the shell during cast-in-place of the concrete are guaranteed, the construction procedure is simplified, and the construction period is shortened.
本发明公开了一种预制模壳柱及其加工方法,所述预制模壳柱包括混凝土壳体,所述混凝土壳体的任一横截面均是方形且大小相等,所述混凝土壳体是免拆除壳体,所述混凝土壳体内设有构造钢筋笼,所述构造钢筋笼上设有钢筋套环,所述混凝土壳体的中空区域内放置有第一纵向钢筋,所述第一纵向钢筋穿过所述钢筋套环,所述混凝土壳体的中空区域是方形并以混凝土浇筑。本发明是提前在工厂预制出混凝土壳体,并以该混凝土壳体为柱子模板,节省了支设模板的时间,混凝土壳体内支设构造钢筋笼,增加混凝土壳体的强度,保证在现浇混凝土时壳体的稳定性和刚度,简化了施工程序,加快了施工周期。
Prefabricated formwork column and machining method thereof
The invention discloses a prefabricated formwork column and a machining method thereof. The prefabricated formwork column comprises a concrete shell, wherein any cross section of the concrete shell is square and equal in size, the concrete shell is a dismounting-free shell, a constructional reinforcement cage is arranged in the concrete shell, a reinforcement lantern ring is arranged on the constructional reinforcement cage, a first longitudinal reinforcement is placed in a hollow area of the concrete shell, the first longitudinal reinforcement penetrates through the reinforcement lantern ring, and the hollow area of the concrete shell is square and is poured with concrete. According to the prefabricated formwork column and the machining method thereof, the concrete shell is prefabricated in a factory in advance, the concrete shell serves as a column formwork, the time for erecting the formwork is saved, the constructional reinforcement cage is erected in the concrete shell, the strength of the concrete shell is improved, the stability and rigidity of the shell during cast-in-place of the concrete are guaranteed, the construction procedure is simplified, and the construction period is shortened.
本发明公开了一种预制模壳柱及其加工方法,所述预制模壳柱包括混凝土壳体,所述混凝土壳体的任一横截面均是方形且大小相等,所述混凝土壳体是免拆除壳体,所述混凝土壳体内设有构造钢筋笼,所述构造钢筋笼上设有钢筋套环,所述混凝土壳体的中空区域内放置有第一纵向钢筋,所述第一纵向钢筋穿过所述钢筋套环,所述混凝土壳体的中空区域是方形并以混凝土浇筑。本发明是提前在工厂预制出混凝土壳体,并以该混凝土壳体为柱子模板,节省了支设模板的时间,混凝土壳体内支设构造钢筋笼,增加混凝土壳体的强度,保证在现浇混凝土时壳体的稳定性和刚度,简化了施工程序,加快了施工周期。
Prefabricated formwork column and machining method thereof
一种预制模壳柱及其加工方法
WANG YITAN (Autor:in) / WANG CONG (Autor:in) / ZHANG ZHUJIA (Autor:in) / WANG YOU (Autor:in) / WANG XU (Autor:in) / CHEN YING (Autor:in)
20.04.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
/
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
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