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The invention belongs to the field of construction methods, and particularly relates to a basement post-cast strip reinforcing construction method which comprises the following steps: S1, constructing a basement bottom plate post-cast strip; s2, basement side wall post-cast strip construction; s3, post-cast strips of a basement top plate and an overground floor slab are obtained. The technological process in the step S1 comprises the steps of basement bottom plate waterproof layer and protection layer construction, bottom plate bottom layer steel bar binding, post-cast strip two-side water stop belt installation, post-cast strip position steel wire mesh separation, bottom plate surface layer steel bar binding, post-cast strip two-side concrete pouring, construction joint grooving, construction joint acceptance inspection, construction joint washing, post-cast strip concrete pouring and maintenance. The problems that the construction progress can be accelerated through simple adjustment of the construction process sequence, but the construction quality and requirements can be affected, and the construction sequence is difficult to clear out are solved.
本发明属于施工方法领域,具体地说是一种地下室后浇带加固施工方法,包括以下步骤:S1、地下室底板后浇带施工;S2、地下室侧墙后浇带施工;S3、地下室顶板及地上楼板后浇带。所述步骤S1中工艺流程为:地下室底板防水层、保护层施工,底板底层钢筋绑扎,后浇带两侧止水带安装,后浇带处钢丝网分隔,底板面层钢筋绑扎,后浇带两侧混凝土浇筑,施工缝剔槽,施工缝验收,施工缝冲洗,后浇带混凝土浇筑,养护;本发明解决了施工流程顺序有简单调整能够加快施工进度,但会影响施工的质量及要求,难以对施工的顺序进行整理明确的问题。
The invention belongs to the field of construction methods, and particularly relates to a basement post-cast strip reinforcing construction method which comprises the following steps: S1, constructing a basement bottom plate post-cast strip; s2, basement side wall post-cast strip construction; s3, post-cast strips of a basement top plate and an overground floor slab are obtained. The technological process in the step S1 comprises the steps of basement bottom plate waterproof layer and protection layer construction, bottom plate bottom layer steel bar binding, post-cast strip two-side water stop belt installation, post-cast strip position steel wire mesh separation, bottom plate surface layer steel bar binding, post-cast strip two-side concrete pouring, construction joint grooving, construction joint acceptance inspection, construction joint washing, post-cast strip concrete pouring and maintenance. The problems that the construction progress can be accelerated through simple adjustment of the construction process sequence, but the construction quality and requirements can be affected, and the construction sequence is difficult to clear out are solved.
本发明属于施工方法领域,具体地说是一种地下室后浇带加固施工方法,包括以下步骤:S1、地下室底板后浇带施工;S2、地下室侧墙后浇带施工;S3、地下室顶板及地上楼板后浇带。所述步骤S1中工艺流程为:地下室底板防水层、保护层施工,底板底层钢筋绑扎,后浇带两侧止水带安装,后浇带处钢丝网分隔,底板面层钢筋绑扎,后浇带两侧混凝土浇筑,施工缝剔槽,施工缝验收,施工缝冲洗,后浇带混凝土浇筑,养护;本发明解决了施工流程顺序有简单调整能够加快施工进度,但会影响施工的质量及要求,难以对施工的顺序进行整理明确的问题。
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