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A platform for research: civil engineering, architecture and urbanism
Overall reinforcing system construction method for concrete pouring splicing formwork of special-shaped curved column
The invention discloses a construction method for an integral reinforcing system of a concrete pouring splicing formwork of a special-shaped curved column. The problem that a reinforcing system of a special-shaped curved column splicing wood formwork is poor in stability is solved. A left side semi-annular hoop (7) and a right side semi-annular hoop (8) are arranged on the outer side face of a concrete pouring splicing formwork (6), a hoop connecting bolt (11) is connected between a left hoop connecting block (10) and a right hoop connecting block (12) in a threaded mode, and vertical steel bar back ridges (9) are arranged on the left side semi-annular hoop (7) and the right side semi-annular hoop (8) at equal radian intervals. Annular hoops which are connected together in a screwed mode are arranged on a cylindrical concrete pouring splicing formwork (6) arranged between a floor bottom plate (1) and a floor ceiling (2) at equal intervals, and the annular hoops and vertical steel bar back ridges (9) on the annular hoops form an integral squirrel-cage type outer side fixing frame of the special-shaped curved column pouring formwork.
本发明公开了一种异形曲柱的混凝土浇筑拼接模板的整体加固体系施做方法，解决了异形曲柱拼接木模板加固体系稳定性差的问题；在混凝土浇筑拼接模板（6）的外侧面上设置有左侧半环形抱箍（7）和右侧半环形抱箍（8），在左抱箍连接块（10）与右抱箍连接块（12）之间螺接有抱箍连接螺栓（11），在左侧半环形抱箍（7）上和右侧半环形抱箍（8）上，均等间隔弧度地设置有竖向钢筋背楞（9），在楼层底板（1）与楼层天花板（2）之间设置的圆柱状的混凝土浇筑拼接模板（6）上，等间隔设置有螺接在一起的环形抱箍，这些环形抱箍与其上的竖向钢筋背楞（9）形成一个整体的鼠笼式的异形曲柱浇筑模板的外侧固定框架。
Overall reinforcing system construction method for concrete pouring splicing formwork of special-shaped curved column
The invention discloses a construction method for an integral reinforcing system of a concrete pouring splicing formwork of a special-shaped curved column. The problem that a reinforcing system of a special-shaped curved column splicing wood formwork is poor in stability is solved. A left side semi-annular hoop (7) and a right side semi-annular hoop (8) are arranged on the outer side face of a concrete pouring splicing formwork (6), a hoop connecting bolt (11) is connected between a left hoop connecting block (10) and a right hoop connecting block (12) in a threaded mode, and vertical steel bar back ridges (9) are arranged on the left side semi-annular hoop (7) and the right side semi-annular hoop (8) at equal radian intervals. Annular hoops which are connected together in a screwed mode are arranged on a cylindrical concrete pouring splicing formwork (6) arranged between a floor bottom plate (1) and a floor ceiling (2) at equal intervals, and the annular hoops and vertical steel bar back ridges (9) on the annular hoops form an integral squirrel-cage type outer side fixing frame of the special-shaped curved column pouring formwork.
本发明公开了一种异形曲柱的混凝土浇筑拼接模板的整体加固体系施做方法，解决了异形曲柱拼接木模板加固体系稳定性差的问题；在混凝土浇筑拼接模板（6）的外侧面上设置有左侧半环形抱箍（7）和右侧半环形抱箍（8），在左抱箍连接块（10）与右抱箍连接块（12）之间螺接有抱箍连接螺栓（11），在左侧半环形抱箍（7）上和右侧半环形抱箍（8）上，均等间隔弧度地设置有竖向钢筋背楞（9），在楼层底板（1）与楼层天花板（2）之间设置的圆柱状的混凝土浇筑拼接模板（6）上，等间隔设置有螺接在一起的环形抱箍，这些环形抱箍与其上的竖向钢筋背楞（9）形成一个整体的鼠笼式的异形曲柱浇筑模板的外侧固定框架。
Overall reinforcing system construction method for concrete pouring splicing formwork of special-shaped curved column
异形曲柱的混凝土浇筑拼接模板的整体加固体系施做方法
FENG BO (author) / SHAO YANLI (author) / MA YANHUI (author) / ZHAO JUNKAI (author) / SHEN TENG (author) / MENG LINGYAO (author) / YAN CHENXING (author) / XU CHENXI (author) / WANG LUWEI (author)
2022-05-31
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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