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Construction method for single-side formwork erecting formwork of super-thick wall
The invention discloses a construction method for a single-side formwork erecting formwork of an ultra-thick wall. The construction method comprises the steps that firstly, a connecting piece is pre-buried, concrete is poured at the position of the pre-buried connecting piece, and a concrete plate is manufactured; a panel is arranged on the outer side of the single-side guide wall; a supporting rod is arranged on the outer side of the panel; mounting a bracket on the concrete slab; concrete is poured between the support and the guide wall; and dismantling the bracket. Only one foundation bolt is needed for each support, the number of embedded connecting pieces is obviously reduced compared with a traditional mode, damage to the structure can be reduced, and cost is reduced; the support and the communicating pieces meet the strength requirement of the frame body, the overall stability is improved, the problems of slippage, bending, deformation and the like are not prone to occurring, and the requirement for single-side formwork erecting of the ultrahigh and ultra-thick wall can be met.
本发明公开了一种超厚墙体单侧支模模板的施工方法,首先预埋连接件,在预埋连接件处浇筑混凝土,制作混凝土板;在单侧导墙外侧设置面板;在面板外侧设置支撑杆;在混凝土板上安装支架;在支架与导墙之间浇筑混凝土;拆除支架。本发明中每个支架只需一个地脚螺栓,预埋连接件件比传统方式明显减少,能够减少对结构的破坏,又降低了成本;支架和连通件既满足了架体的强度要求,又增加了整体稳定性,不容易发生滑移、弯曲、变形等问题,能够满足超高超厚墙体单侧支模的要求。
Construction method for single-side formwork erecting formwork of super-thick wall
The invention discloses a construction method for a single-side formwork erecting formwork of an ultra-thick wall. The construction method comprises the steps that firstly, a connecting piece is pre-buried, concrete is poured at the position of the pre-buried connecting piece, and a concrete plate is manufactured; a panel is arranged on the outer side of the single-side guide wall; a supporting rod is arranged on the outer side of the panel; mounting a bracket on the concrete slab; concrete is poured between the support and the guide wall; and dismantling the bracket. Only one foundation bolt is needed for each support, the number of embedded connecting pieces is obviously reduced compared with a traditional mode, damage to the structure can be reduced, and cost is reduced; the support and the communicating pieces meet the strength requirement of the frame body, the overall stability is improved, the problems of slippage, bending, deformation and the like are not prone to occurring, and the requirement for single-side formwork erecting of the ultrahigh and ultra-thick wall can be met.
本发明公开了一种超厚墙体单侧支模模板的施工方法,首先预埋连接件,在预埋连接件处浇筑混凝土,制作混凝土板;在单侧导墙外侧设置面板;在面板外侧设置支撑杆;在混凝土板上安装支架;在支架与导墙之间浇筑混凝土;拆除支架。本发明中每个支架只需一个地脚螺栓,预埋连接件件比传统方式明显减少,能够减少对结构的破坏,又降低了成本;支架和连通件既满足了架体的强度要求,又增加了整体稳定性,不容易发生滑移、弯曲、变形等问题,能够满足超高超厚墙体单侧支模的要求。
Construction method for single-side formwork erecting formwork of super-thick wall
一种超厚墙体单侧支模模板的施工方法
SONG LEI (author) / SUN HAOTIAN (author) / ZHUANG HUIYUN (author) / WANG JIAN (author) / YANG LINGLING (author) / WU GUANCHAO (author) / AI DAOXUN (author) / LU BAOZHUAN (author) / LI XIAN (author) / QIU YUANHANG (author)
2023-05-05
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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