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The invention discloses an enclosing wall stand column construction method. The enclosing wall stand column construction method comprises the following steps: a of downwards deeply excavating foundation pits at a depth exceeding 800 cm along a design position of a stand column; b of pouring the foundation after the foundation pit are excavated, pre-embedding two vertical rows of reinforcing steelbars in the foundation, and upwards forming a reinforcing steel bar net rack; c, enclosing four panels at the outer side of the reinforcing steel bar net rack and leveling to define a stand column section below the stand column, placing an inner barrel body into the stand column section, and repeating the step until needed enclosing wall stand column height; and f of pouring a concrete structure,and covering a top cover before concrete is solidified, thereby accomplishing enclosing wall stand column construction. The method has the advantages of being convenient in construction, being capableof reducing a construction excavation soil size, improving construction efficiency, being good in construction quality, being high in enclosing wall stand column outline precision, being good in environment friendliness, and the like.
本发明公开了一种围墙立柱施工方法,包括以下步骤:a以向下超过800cm的深度沿立柱设计位置向下深挖出地基坑;b地基坑挖好后浇筑地基,地基内预埋两竖排钢筋,并向上构成钢筋网架;c在钢筋网架外侧围设四块面板并找平构成立柱最下方一节立柱段,立柱段内部置入一个内筒体并重复本步骤至所需围墙立柱高度;f浇筑混凝土结构,在混凝土凝固前盖上顶盖,完成围墙立柱施工。本方法具有方便施工,能够减少施工开挖土方大小,提高施工效率且施工质量好,围墙立柱外形精度高,环保性好等优点。
The invention discloses an enclosing wall stand column construction method. The enclosing wall stand column construction method comprises the following steps: a of downwards deeply excavating foundation pits at a depth exceeding 800 cm along a design position of a stand column; b of pouring the foundation after the foundation pit are excavated, pre-embedding two vertical rows of reinforcing steelbars in the foundation, and upwards forming a reinforcing steel bar net rack; c, enclosing four panels at the outer side of the reinforcing steel bar net rack and leveling to define a stand column section below the stand column, placing an inner barrel body into the stand column section, and repeating the step until needed enclosing wall stand column height; and f of pouring a concrete structure,and covering a top cover before concrete is solidified, thereby accomplishing enclosing wall stand column construction. The method has the advantages of being convenient in construction, being capableof reducing a construction excavation soil size, improving construction efficiency, being good in construction quality, being high in enclosing wall stand column outline precision, being good in environment friendliness, and the like.
本发明公开了一种围墙立柱施工方法,包括以下步骤:a以向下超过800cm的深度沿立柱设计位置向下深挖出地基坑;b地基坑挖好后浇筑地基,地基内预埋两竖排钢筋,并向上构成钢筋网架;c在钢筋网架外侧围设四块面板并找平构成立柱最下方一节立柱段,立柱段内部置入一个内筒体并重复本步骤至所需围墙立柱高度;f浇筑混凝土结构,在混凝土凝固前盖上顶盖,完成围墙立柱施工。本方法具有方便施工,能够减少施工开挖土方大小,提高施工效率且施工质量好,围墙立柱外形精度高,环保性好等优点。
Enclosing wall stand column construction method
一种围墙立柱施工方法
YANG HAO (author)
2020-04-10
Patent
Electronic Resource
Chinese
IPC:
E04H
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