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Steel bar planting-free construction technology for secondary structure constructional column
The invention relates to a secondary structure constructional column planting-free construction technology which comprises the following steps that S1, a secondary structure masonry wall and a constructional column are typeset according to a building drawing, and it is ensured that the position of the secondary structure constructional column is accurate; s2, in the main body construction stage, according to the position of a secondary structure constructional column, a shaping formwork assembly is adopted for reserving a secondary structure constructional column position hole in a floor slab; s3, after main body structure construction is completed, when secondary structure masonry construction is carried out, constructional column steel bar binding operation of all floors is carried out according to the reserved hole positions of the secondary structure constructional columns in the main body stage; and S4, after building of all floors, construction of constructional column steel bars and construction of wall horizontal tie bars are completed, layered mold closing and layered pouring are conducted on the secondary structure constructional columns. The construction method has the effect of improving the construction efficiency.
本申请涉及一种二次结构构造柱免植筋施工工艺,其包括以下步骤:S1、根据建筑图纸对二次结构砌筑墙体及构造柱进行排版,确保二次结构构造柱位置准确;S2、在主体施工阶段,根据二次结构构造柱位置,在楼板处采用定型模板组件进行预留二次结构构造柱位置孔洞;S3、待主体结构施工完成后,进行二次结构砌筑施工时,根据主体阶段二次结构构造柱预留孔洞位置进行各楼层构造柱钢筋绑扎作业;S4、各楼层砌筑、构造柱钢筋、墙体水平拉结筋均施工完成后,对二次结构构造柱进行分层合模分层浇筑。本申请具有提高施工效率的效果。
Steel bar planting-free construction technology for secondary structure constructional column
The invention relates to a secondary structure constructional column planting-free construction technology which comprises the following steps that S1, a secondary structure masonry wall and a constructional column are typeset according to a building drawing, and it is ensured that the position of the secondary structure constructional column is accurate; s2, in the main body construction stage, according to the position of a secondary structure constructional column, a shaping formwork assembly is adopted for reserving a secondary structure constructional column position hole in a floor slab; s3, after main body structure construction is completed, when secondary structure masonry construction is carried out, constructional column steel bar binding operation of all floors is carried out according to the reserved hole positions of the secondary structure constructional columns in the main body stage; and S4, after building of all floors, construction of constructional column steel bars and construction of wall horizontal tie bars are completed, layered mold closing and layered pouring are conducted on the secondary structure constructional columns. The construction method has the effect of improving the construction efficiency.
本申请涉及一种二次结构构造柱免植筋施工工艺,其包括以下步骤:S1、根据建筑图纸对二次结构砌筑墙体及构造柱进行排版,确保二次结构构造柱位置准确;S2、在主体施工阶段,根据二次结构构造柱位置,在楼板处采用定型模板组件进行预留二次结构构造柱位置孔洞;S3、待主体结构施工完成后,进行二次结构砌筑施工时,根据主体阶段二次结构构造柱预留孔洞位置进行各楼层构造柱钢筋绑扎作业;S4、各楼层砌筑、构造柱钢筋、墙体水平拉结筋均施工完成后,对二次结构构造柱进行分层合模分层浇筑。本申请具有提高施工效率的效果。
Steel bar planting-free construction technology for secondary structure constructional column
一种二次结构构造柱免植筋施工工艺
LEE CHI-HOON (Autor:in) / LYU YINGRONG (Autor:in) / WANG CONG (Autor:in) / LIANG XIAOBO (Autor:in) / SONG WENQI (Autor:in) / NIU WENKE (Autor:in)
05.08.2022
Patent
Elektronische Ressource
Chinesisch
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