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Construction method of thin-walled steel concrete shear wall
The invention discloses a construction method of a thin-walled steel concrete shear wall. The construction method comprises the following steps that S1, a foundation is dug firstly and then compacted, and the original foundation is backfilled with concrete of 40 cm after compaction; S2, then the size of the constructed reinforced concrete shear wall is measured; S3, a scaffold is constructed according to the measured size; S4, then formworks are laid on the outer side of a support and fixed; S5, then reinforcing steel bars are used for fixing; S6, shear wall concrete is poured on the basis of the step S5; and S7, after pouring is completed, the formworks are vibrated to remove bubbles in the shear wall. According to the construction method, the strength of the shear wall is enhanced by reinforcing raw materials of the shear wall, and thus the thickness of the shear wall can be decreased; and meanwhile, after pouring is completed, the formworks are vibrated to remove the bubbles in the shear wall, thus the strength of the shear wall is enhanced, the service life is greatly prolonged, and the construction method is suggested to be popularized energetically.
本发明公开了一种薄壁型钢砼剪力墙的施工方法,包括以下步骤:S1:先挖制地基,再对地基进行压实,压实后原土地基上回填40厘米混凝土,S2:然后再对搭建的钢筋混凝土剪刀墙的尺寸进行测量,S3:然后再对测量出来的尺寸搭建脚手架,S4:然后再对支架的外侧铺设模板以及对模板进行固定,S5:然后再使用钢筋固定,S6:再在S5的基础上浇筑剪力墙混凝土,S7:浇筑好之后再对模板进行振捣来去除剪力墙内的气泡,本发明通过加强剪力墙的原料来增强剪力墙的强度,就可减小剪力墙的厚度,同时再浇筑完成后再通过对模板进行振捣来去除剪力墙内的气泡,来增加剪力墙的强度,使用寿命大大增加,建议大力推广。
Construction method of thin-walled steel concrete shear wall
The invention discloses a construction method of a thin-walled steel concrete shear wall. The construction method comprises the following steps that S1, a foundation is dug firstly and then compacted, and the original foundation is backfilled with concrete of 40 cm after compaction; S2, then the size of the constructed reinforced concrete shear wall is measured; S3, a scaffold is constructed according to the measured size; S4, then formworks are laid on the outer side of a support and fixed; S5, then reinforcing steel bars are used for fixing; S6, shear wall concrete is poured on the basis of the step S5; and S7, after pouring is completed, the formworks are vibrated to remove bubbles in the shear wall. According to the construction method, the strength of the shear wall is enhanced by reinforcing raw materials of the shear wall, and thus the thickness of the shear wall can be decreased; and meanwhile, after pouring is completed, the formworks are vibrated to remove the bubbles in the shear wall, thus the strength of the shear wall is enhanced, the service life is greatly prolonged, and the construction method is suggested to be popularized energetically.
本发明公开了一种薄壁型钢砼剪力墙的施工方法,包括以下步骤:S1:先挖制地基,再对地基进行压实,压实后原土地基上回填40厘米混凝土,S2:然后再对搭建的钢筋混凝土剪刀墙的尺寸进行测量,S3:然后再对测量出来的尺寸搭建脚手架,S4:然后再对支架的外侧铺设模板以及对模板进行固定,S5:然后再使用钢筋固定,S6:再在S5的基础上浇筑剪力墙混凝土,S7:浇筑好之后再对模板进行振捣来去除剪力墙内的气泡,本发明通过加强剪力墙的原料来增强剪力墙的强度,就可减小剪力墙的厚度,同时再浇筑完成后再通过对模板进行振捣来去除剪力墙内的气泡,来增加剪力墙的强度,使用寿命大大增加,建议大力推广。
Construction method of thin-walled steel concrete shear wall
一种薄壁型钢砼剪力墙的施工方法
HUANG HENGJIN (Autor:in) / CHEN CHONGRONG (Autor:in)
10.09.2021
Patent
Elektronische Ressource
Chinesisch
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