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Lower supporting formwork structure of bracket at ultrahigh position and construction method of lower supporting formwork structure
The invention discloses a lower supporting formwork structure of an ultrahigh position bracket and a construction method of the lower supporting formwork structure, the bracket is arranged on one side of a cast-in-place column, the cast-in-place column comprises a pre-cast column section and a post-cast column section cast on the upper portion of the pre-cast column section, the bracket is arranged on the lower portion of the post-cast column section, and the post-cast column section is arranged on the lower portion of the post-cast column section. The lower supporting formwork structure of the ultrahigh-position bracket comprises an embedded part, a first pouring column section and a second pouring column section, wherein the embedded part is embedded in the upper portion of the first pouring column section; the turnover formwork comprises a first plate and a second plate, the first plate is attached to the side face of the pre-cast column section and detachably installed on the embedded part, the second plate is used for supporting a bracket side formwork, and the second plate is installed on the upper portion of the first plate in a turnover mode; the two ends of the supporting piece are connected to the opposite sides of the second plate block and the first plate block in a hinged mode respectively. The problem that when a concrete bracket is arranged at the ultrahigh position, a bracket formwork cannot be supported by a floor type supporting frame is solved.
本发明公开了一种超高位置牛腿的下部支撑模板结构及其施工方法,牛腿设置于现浇柱的一侧,所述现浇柱包括先浇柱段和浇筑于所述先浇柱段的上部的后浇柱段,牛腿设置于所述后浇柱段的下部,超高位置牛腿的下部支撑模板结构包括:预埋件,埋设于所述先浇柱段的上部;翻折模板,包括贴合于所述先浇柱段的侧面且可拆卸地安装于所述预埋件的第一板块和用于支撑牛腿侧模的第二板块,所述第二板块可翻折地安装于所述第一板块的上部;以及长度可调的支撑件,所述支撑件的两端分别铰接连接于所述第二板块和所述第一板块的相对侧。本发明解决了在超高位置设置混凝土牛腿时,牛腿模板无法采用落地式支撑架支撑的问题。
Lower supporting formwork structure of bracket at ultrahigh position and construction method of lower supporting formwork structure
The invention discloses a lower supporting formwork structure of an ultrahigh position bracket and a construction method of the lower supporting formwork structure, the bracket is arranged on one side of a cast-in-place column, the cast-in-place column comprises a pre-cast column section and a post-cast column section cast on the upper portion of the pre-cast column section, the bracket is arranged on the lower portion of the post-cast column section, and the post-cast column section is arranged on the lower portion of the post-cast column section. The lower supporting formwork structure of the ultrahigh-position bracket comprises an embedded part, a first pouring column section and a second pouring column section, wherein the embedded part is embedded in the upper portion of the first pouring column section; the turnover formwork comprises a first plate and a second plate, the first plate is attached to the side face of the pre-cast column section and detachably installed on the embedded part, the second plate is used for supporting a bracket side formwork, and the second plate is installed on the upper portion of the first plate in a turnover mode; the two ends of the supporting piece are connected to the opposite sides of the second plate block and the first plate block in a hinged mode respectively. The problem that when a concrete bracket is arranged at the ultrahigh position, a bracket formwork cannot be supported by a floor type supporting frame is solved.
本发明公开了一种超高位置牛腿的下部支撑模板结构及其施工方法,牛腿设置于现浇柱的一侧,所述现浇柱包括先浇柱段和浇筑于所述先浇柱段的上部的后浇柱段,牛腿设置于所述后浇柱段的下部,超高位置牛腿的下部支撑模板结构包括:预埋件,埋设于所述先浇柱段的上部;翻折模板,包括贴合于所述先浇柱段的侧面且可拆卸地安装于所述预埋件的第一板块和用于支撑牛腿侧模的第二板块,所述第二板块可翻折地安装于所述第一板块的上部;以及长度可调的支撑件,所述支撑件的两端分别铰接连接于所述第二板块和所述第一板块的相对侧。本发明解决了在超高位置设置混凝土牛腿时,牛腿模板无法采用落地式支撑架支撑的问题。
Lower supporting formwork structure of bracket at ultrahigh position and construction method of lower supporting formwork structure
超高位置牛腿的下部支撑模板结构及其施工方法
FU HENGDE (Autor:in) / NIE XIANGDONG (Autor:in) / XU JIABIN (Autor:in) / WANG LIANG (Autor:in)
27.05.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
BRACKET FOR SUPPORTING FORMWORK; FORMWORK; AND SYSTEM
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