Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structural column formwork reinforcing method
The invention discloses a structural column formwork reinforcing method. The reinforcing method comprises the steps that a plurality of steel pipes serving as secondary ridges are arranged on the outer side of a structural column formwork in the circumferential direction, all the steel pipes form a steel pipe layer, and limiting structural parts for fastening all the steel pipes to the surface of the structural column formwork are further arranged on the outer side of the steel pipe layer. According to the reinforcing method, the steel pipe layer and the structural column formwork are fastened and connected through the limiting structural parts arranged in multiple layers. Due to the fact that in the concrete pouring process of the structural column formwork, the pressure borne by the bottom end of the structural column formwork is the largest, and the formwork explosion probability of the structural column formwork is the largest. Therefore, the fastening strength of the bottom end of the steel pipe layer is guaranteed through the interval arrangement of all the layers of the limiting structural parts. The possibility of formwork explosion at the bottom end of the structural column formwork is avoided.
本发明公开了一种结构柱模板加固方法，所述加固方法包括在结构柱模板的外侧周向方向上布置有若干充当次楞的钢管，各钢管构成钢管层，所述钢管层外侧还设有将各钢管紧固于结构柱模板表面的限位结构件。本发明加固方法中通过多层设置的限位结构件，实现了对钢管层与结构柱模板的紧固相接。由于结构柱模板在浇筑混凝土过程中，其底端位置处所受的压力最大，其爆模的概率也最大。从而，通过限位结构件各层间的间距设置，保证了钢管层底端位置的紧固强度。避免了结构柱模板底端位置爆模的可能性。
Structural column formwork reinforcing method
The invention discloses a structural column formwork reinforcing method. The reinforcing method comprises the steps that a plurality of steel pipes serving as secondary ridges are arranged on the outer side of a structural column formwork in the circumferential direction, all the steel pipes form a steel pipe layer, and limiting structural parts for fastening all the steel pipes to the surface of the structural column formwork are further arranged on the outer side of the steel pipe layer. According to the reinforcing method, the steel pipe layer and the structural column formwork are fastened and connected through the limiting structural parts arranged in multiple layers. Due to the fact that in the concrete pouring process of the structural column formwork, the pressure borne by the bottom end of the structural column formwork is the largest, and the formwork explosion probability of the structural column formwork is the largest. Therefore, the fastening strength of the bottom end of the steel pipe layer is guaranteed through the interval arrangement of all the layers of the limiting structural parts. The possibility of formwork explosion at the bottom end of the structural column formwork is avoided.
本发明公开了一种结构柱模板加固方法，所述加固方法包括在结构柱模板的外侧周向方向上布置有若干充当次楞的钢管，各钢管构成钢管层，所述钢管层外侧还设有将各钢管紧固于结构柱模板表面的限位结构件。本发明加固方法中通过多层设置的限位结构件，实现了对钢管层与结构柱模板的紧固相接。由于结构柱模板在浇筑混凝土过程中，其底端位置处所受的压力最大，其爆模的概率也最大。从而，通过限位结构件各层间的间距设置，保证了钢管层底端位置的紧固强度。避免了结构柱模板底端位置爆模的可能性。
Structural column formwork reinforcing method
一种结构柱模板加固方法
WEN CHANGJUAN (Autor:in) / WANG ZHONGQUAN (Autor:in) / LI KUN (Autor:in)
02.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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