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Construction method for outer wall scaffold
The invention discloses a construction method for an outer wall scaffold. The construction method comprises the following construction steps that S1, a scaffold body located on the bottom layer is erected; s2, a wall formwork located on the bottom layer is erected; s3, concrete is poured into the interlayer to form a bottom layer outer wall; s4, the wall formworks and the opposite-pull screws located on the bottom layer are dismantled; s5, a wall connecting piece is arranged in a sleeve embedded in the bottom layer outer wall in a penetrating mode; s6, a next layer of scaffold body is erected; s7, a next layer of wall formwork is erected; s8, concrete is poured into the interlayer of the next layer of wall formwork; s9, after the concrete in the step S8 meets the preset construction requirements, the wall formworks and the opposite-pull screws located on the layer are removed; s10, a wall connecting piece is arranged in a sleeve embedded in the outer wall in the step S8 in a penetrating mode, and the scaffold body of the next layer and the outer wall of the next layer are fixed; s11, the steps S6-S10 are repeated until the outer wall with the preset height is completed; the construction convenience degree can be improved, then the construction period is shortened, and meanwhile the construction cost can be more accurately controlled.
本发明公开了一种用于外墙脚手架的施工方法,包括以下施工步骤:S1.搭设位于底层的脚手架架体;S2.支设位于底层的墙体模板;S3.在夹层内浇筑混凝土形成底层外墙;S4.拆除位于底层的墙体模板和对拉螺杆;S5.在底层外墙中预埋的套管内穿设连墙件;S6.搭设下一层脚手架架体;S7.支设下一层墙体模板;S8.在下一层墙体模板的夹层内浇筑混凝土;S9.待步骤S8中混凝土满足预设施工要求后,拆除位于该层的墙体模板和对拉螺杆;S10.在步骤S8的外墙中预埋的套管内穿设连墙件,使下一层的脚手架架体和下一层的外墙固定;S11.重复步骤S6‑S10,直至完成预设高度的外墙;能够提高施工的便利程度,进而缩短施工周期,同时能够更准确的控制施工成本。
Construction method for outer wall scaffold
The invention discloses a construction method for an outer wall scaffold. The construction method comprises the following construction steps that S1, a scaffold body located on the bottom layer is erected; s2, a wall formwork located on the bottom layer is erected; s3, concrete is poured into the interlayer to form a bottom layer outer wall; s4, the wall formworks and the opposite-pull screws located on the bottom layer are dismantled; s5, a wall connecting piece is arranged in a sleeve embedded in the bottom layer outer wall in a penetrating mode; s6, a next layer of scaffold body is erected; s7, a next layer of wall formwork is erected; s8, concrete is poured into the interlayer of the next layer of wall formwork; s9, after the concrete in the step S8 meets the preset construction requirements, the wall formworks and the opposite-pull screws located on the layer are removed; s10, a wall connecting piece is arranged in a sleeve embedded in the outer wall in the step S8 in a penetrating mode, and the scaffold body of the next layer and the outer wall of the next layer are fixed; s11, the steps S6-S10 are repeated until the outer wall with the preset height is completed; the construction convenience degree can be improved, then the construction period is shortened, and meanwhile the construction cost can be more accurately controlled.
本发明公开了一种用于外墙脚手架的施工方法,包括以下施工步骤:S1.搭设位于底层的脚手架架体;S2.支设位于底层的墙体模板;S3.在夹层内浇筑混凝土形成底层外墙;S4.拆除位于底层的墙体模板和对拉螺杆;S5.在底层外墙中预埋的套管内穿设连墙件;S6.搭设下一层脚手架架体;S7.支设下一层墙体模板;S8.在下一层墙体模板的夹层内浇筑混凝土;S9.待步骤S8中混凝土满足预设施工要求后,拆除位于该层的墙体模板和对拉螺杆;S10.在步骤S8的外墙中预埋的套管内穿设连墙件,使下一层的脚手架架体和下一层的外墙固定;S11.重复步骤S6‑S10,直至完成预设高度的外墙;能够提高施工的便利程度,进而缩短施工周期,同时能够更准确的控制施工成本。
Construction method for outer wall scaffold
用于外墙脚手架的施工方法
RAO YI (Autor:in) / PAN LONG (Autor:in) / WANG JINMING (Autor:in) / XU LIQUAN (Autor:in)
13.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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