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Anti-floating anchor rod construction method
The invention discloses a construction method of an anti-floating anchor rod. The anti-floating anchor rod construction method sequentially comprises the following steps of earth excavation, manual bottom picking, surveying and setting-out, cushion layer construction, anchor rod sleeve positioning and embedding, waterproof construction, waterproof protection layer construction, secondary setting-out, bottom plate steel bar installation, column wall joint bar positioning, bottom plate concrete pouring, main body structure layer construction and bottommost layer formwork frame body dismantling. Anti-floating anchor rod penetrating construction and decoration installation construction are conducted. According to the construction method of the anti-floating anchor rod, construction operation of the underground anti-floating anchor rod is synchronously carried out in the construction process of a main body structure, a single linear key line is changed into a parallel operation mode from the middle to the two ends in a construction progress network diagram, and key work on the key line is changed into non-key work; the construction efficiency of the anchor rod and the whole building is improved, and the construction period is shortened.
本发明公开了一种抗浮锚杆施工方法,所述抗浮锚杆施工方法依次包括如下步骤:土方开挖、人工捡底、测量放线、垫层施工、锚杆套筒定位埋设、防水施工、防水保护层施工、二次放线、底板钢筋安装、柱墙插筋定位、底板混凝土浇筑、主体结构层施工、最底层支模架体拆除、抗浮锚杆穿插施工、装饰安装施工。种抗浮锚杆施工方法,在主体结构施工的过程中同步进行地下抗浮锚杆的施工作业,在施工进度网络图中将单一的线性关键线路变为中间向两端的平行作业方式,将关键线路上的关键工作变为非关键工作,提升了锚杆及整体建筑的施工效率,降低了施工周期。
Anti-floating anchor rod construction method
The invention discloses a construction method of an anti-floating anchor rod. The anti-floating anchor rod construction method sequentially comprises the following steps of earth excavation, manual bottom picking, surveying and setting-out, cushion layer construction, anchor rod sleeve positioning and embedding, waterproof construction, waterproof protection layer construction, secondary setting-out, bottom plate steel bar installation, column wall joint bar positioning, bottom plate concrete pouring, main body structure layer construction and bottommost layer formwork frame body dismantling. Anti-floating anchor rod penetrating construction and decoration installation construction are conducted. According to the construction method of the anti-floating anchor rod, construction operation of the underground anti-floating anchor rod is synchronously carried out in the construction process of a main body structure, a single linear key line is changed into a parallel operation mode from the middle to the two ends in a construction progress network diagram, and key work on the key line is changed into non-key work; the construction efficiency of the anchor rod and the whole building is improved, and the construction period is shortened.
本发明公开了一种抗浮锚杆施工方法,所述抗浮锚杆施工方法依次包括如下步骤:土方开挖、人工捡底、测量放线、垫层施工、锚杆套筒定位埋设、防水施工、防水保护层施工、二次放线、底板钢筋安装、柱墙插筋定位、底板混凝土浇筑、主体结构层施工、最底层支模架体拆除、抗浮锚杆穿插施工、装饰安装施工。种抗浮锚杆施工方法,在主体结构施工的过程中同步进行地下抗浮锚杆的施工作业,在施工进度网络图中将单一的线性关键线路变为中间向两端的平行作业方式,将关键线路上的关键工作变为非关键工作,提升了锚杆及整体建筑的施工效率,降低了施工周期。
Anti-floating anchor rod construction method
一种抗浮锚杆施工方法
PENG DEKUN (author) / YANG CHAO (author) / JIANG SIJING (author) / LYU WENZHI (author) / LIU DONGLIN (author) / GUO MINGYUE (author)
2024-07-19
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
European Patent Office | 2024
|Post-construction anti-floating anchor rod construction method
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