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Integrated template structure of capping beam and pier column
The invention discloses a capping beam and pier column integrated formwork structure, and relates to the field of bridge construction, the capping beam and pier column integrated formwork structure comprises two pier column formworks and a capping beam formwork, a first reinforcement cage and a second reinforcement cage are arranged in the pier column formworks, and the first reinforcement cage is lower than the second reinforcement cage. According to the cover beam and pier column integrated formwork structure, the bottom plate, the first reinforcement cage and the second reinforcement cage are arranged, concrete is poured in a unified mode, and the concrete can firstly flow into the pier column formwork to fill the pier column formwork, then directly spreads to be directly connected with the bottom plate and the cover beam formwork, finally submerges the third reinforcement cage and waits for solidification of the concrete; at the moment, the position of the first reinforcement cage provides a certain supporting force for the bottom plate and concrete around the bottom plate, compared with a hoop directly fixed to the surface of the pier column, the connection between the first reinforcement cage and the second reinforcement cage is more stable, the connection between the pier column and the cover beam can be more stable through the pouring mode, and the construction mode is simpler and more convenient.
本发明公开了一种盖梁墩柱一体化模板结构,涉及桥梁建筑领域,包括两个墩柱模板和盖梁模板,所述墩柱模板的内部设置有第一钢筋笼和第二钢筋笼,所述第一钢筋笼的高度低于第二钢筋笼。本发明所述的一种盖梁墩柱一体化模板结构,通过设置底板、第一钢筋笼和第二钢筋笼,统一倒入混凝土,混凝土会先流入墩柱模板的内部,将墩柱模板填满,直接再漫延至底板与盖梁模板直接,最后将第三钢筋笼淹没,等待混凝土固化,此时第一钢筋笼的位置为底板和其周围的混凝土提供一定的支撑力,并且相较于直接固定在墩柱表面的抱箍,其与第二钢筋笼的连接更加的稳固,该浇筑方式能够使得墩柱和盖梁的连接更加的稳固,并且施工方式更加的简单方便。
Integrated template structure of capping beam and pier column
The invention discloses a capping beam and pier column integrated formwork structure, and relates to the field of bridge construction, the capping beam and pier column integrated formwork structure comprises two pier column formworks and a capping beam formwork, a first reinforcement cage and a second reinforcement cage are arranged in the pier column formworks, and the first reinforcement cage is lower than the second reinforcement cage. According to the cover beam and pier column integrated formwork structure, the bottom plate, the first reinforcement cage and the second reinforcement cage are arranged, concrete is poured in a unified mode, and the concrete can firstly flow into the pier column formwork to fill the pier column formwork, then directly spreads to be directly connected with the bottom plate and the cover beam formwork, finally submerges the third reinforcement cage and waits for solidification of the concrete; at the moment, the position of the first reinforcement cage provides a certain supporting force for the bottom plate and concrete around the bottom plate, compared with a hoop directly fixed to the surface of the pier column, the connection between the first reinforcement cage and the second reinforcement cage is more stable, the connection between the pier column and the cover beam can be more stable through the pouring mode, and the construction mode is simpler and more convenient.
本发明公开了一种盖梁墩柱一体化模板结构,涉及桥梁建筑领域,包括两个墩柱模板和盖梁模板,所述墩柱模板的内部设置有第一钢筋笼和第二钢筋笼,所述第一钢筋笼的高度低于第二钢筋笼。本发明所述的一种盖梁墩柱一体化模板结构,通过设置底板、第一钢筋笼和第二钢筋笼,统一倒入混凝土,混凝土会先流入墩柱模板的内部,将墩柱模板填满,直接再漫延至底板与盖梁模板直接,最后将第三钢筋笼淹没,等待混凝土固化,此时第一钢筋笼的位置为底板和其周围的混凝土提供一定的支撑力,并且相较于直接固定在墩柱表面的抱箍,其与第二钢筋笼的连接更加的稳固,该浇筑方式能够使得墩柱和盖梁的连接更加的稳固,并且施工方式更加的简单方便。
Integrated template structure of capping beam and pier column
一种盖梁墩柱一体化模板结构
HU XIANGDONG (author) / FENG NILIN (author) / HE CHUANGEN (author) / LIU HUA (author)
2023-08-04
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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