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Concrete sill coping combined type construction method and structure
The invention discloses a concrete sill coping combined type construction method and structure. The method includes the steps of putting end prefabricated section copings into two sides correspondingly when a wall body is constructed to the elevation of a sill coping, constructing the portion, at the upper portion of the sill coping, of the wall body after the end prefabricated section copings areput into the two sides, roughening the outer ends of the end prefabricated section copings after a brickwork is completed to form slope interfaces and cleaning up the slope interfaces, installing a reinforcing steel bar formwork of a cast-in-place section coping between the end prefabricated section copings on the two sides to perform concrete casting of the cast-in-place section coping, and connecting the end prefabricated section copings on the two sides with the cast-in-place section coping after concrete reaches the design strength to form an overall sill coping. The construction of the portion, at the upper portion of the coping, of the wall body does not need to be suspended when the wall body is constructed to the elevation of a sill, the construction of the portion, at the upper portion of the coping, of the wall body can be performed after the end prefabricated section copings are put into the two sides during construction, and the problem that the brickwork is suspended in atraditional construction method is well solved.
本发明公开了一种混凝土窗台压顶组合式施工方法及结构,该方法是在墙体砌筑至窗台压顶标高处时分别向两侧放入端部预制段压顶,端部预制段压顶放入后即可进行窗台压顶上部墙体砌筑,待砌体完成后将端部预制段压顶的外端凿毛成斜坡接口并清理干净,然后在两侧的端部预制段压顶之间安装现浇段压顶的钢筋模板,进行现浇段压顶的混凝土浇筑,待混凝土达到设计强度后,则使两侧的端部预制段压顶和现浇段压顶连接形成整体式窗台压顶。本发明在墙体砌筑至窗台标高时不需要暂停压顶上部墙体砌筑施工,在砌筑时放入端部预制段压顶即可进行压顶上部的墙体砌筑,很好的解决了传统施工方法中的砌体中间停滞问题。
Concrete sill coping combined type construction method and structure
The invention discloses a concrete sill coping combined type construction method and structure. The method includes the steps of putting end prefabricated section copings into two sides correspondingly when a wall body is constructed to the elevation of a sill coping, constructing the portion, at the upper portion of the sill coping, of the wall body after the end prefabricated section copings areput into the two sides, roughening the outer ends of the end prefabricated section copings after a brickwork is completed to form slope interfaces and cleaning up the slope interfaces, installing a reinforcing steel bar formwork of a cast-in-place section coping between the end prefabricated section copings on the two sides to perform concrete casting of the cast-in-place section coping, and connecting the end prefabricated section copings on the two sides with the cast-in-place section coping after concrete reaches the design strength to form an overall sill coping. The construction of the portion, at the upper portion of the coping, of the wall body does not need to be suspended when the wall body is constructed to the elevation of a sill, the construction of the portion, at the upper portion of the coping, of the wall body can be performed after the end prefabricated section copings are put into the two sides during construction, and the problem that the brickwork is suspended in atraditional construction method is well solved.
本发明公开了一种混凝土窗台压顶组合式施工方法及结构,该方法是在墙体砌筑至窗台压顶标高处时分别向两侧放入端部预制段压顶,端部预制段压顶放入后即可进行窗台压顶上部墙体砌筑,待砌体完成后将端部预制段压顶的外端凿毛成斜坡接口并清理干净,然后在两侧的端部预制段压顶之间安装现浇段压顶的钢筋模板,进行现浇段压顶的混凝土浇筑,待混凝土达到设计强度后,则使两侧的端部预制段压顶和现浇段压顶连接形成整体式窗台压顶。本发明在墙体砌筑至窗台标高时不需要暂停压顶上部墙体砌筑施工,在砌筑时放入端部预制段压顶即可进行压顶上部的墙体砌筑,很好的解决了传统施工方法中的砌体中间停滞问题。
Concrete sill coping combined type construction method and structure
一种混凝土窗台压顶组合式施工方法及结构
LAN JIADING (author) / HUANG JIBIN (author) / SHI XIAOQING (author)
2020-05-05
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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