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Porous linkage grouting reinforcement method for vertical component
The invention discloses a vertical component porous linkage grouting reinforcement method, and relates to the technical field of basement garage construction, and the method comprises the following specific steps: 1, cleaning a base layer; 2, planting steel bars; thirdly, grouting holes are reserved; 4, reinforcing; 5, capping; 6, pouring; and 7, dismantling. The grouting holes are reserved in the longitudinal bars of the column, the outer side of the column is reinforced by combining the formwork battens with the steel pipe outer hoops, the formwork at the top end of the column is sealed through foam glue, and grouting materials are poured into the formwork through the reserved grouting holes, so that the column face is integrally formed; the phenomenon that the formwork is deformed and expanded due to the fact that a reserved opening exists in the formwork is avoided, the structural strength of the cylindrical surface is guaranteed, the surface of the integrally-formed cylindrical surface is smooth, subsequent plastering treatment is not needed, and the construction efficiency is improved.
本发明公开了一种竖向构件多孔联动灌浆加固方法,涉及到地下室车库施工技术领域,包括以下具体步骤:一、基层清理;二、植筋;三、预留灌浆孔;四、加固;五、封顶;六、浇筑;七、拆除。本发明通过在柱子纵筋处预留灌浆孔,在柱子外侧采用模板木方结合钢管外箍进行加固,柱子顶端的模板采用泡沫胶封闭,灌浆料通过预留灌浆孔浇筑进模板内,从而使得柱面一体成型,避免了模板上存在预留口造成的模板变形涨模的现象,保证了柱面的结构强度,且一体成型的柱面表面光滑,不需要后续进行抹灰处理,提升了施工效率。
Porous linkage grouting reinforcement method for vertical component
The invention discloses a vertical component porous linkage grouting reinforcement method, and relates to the technical field of basement garage construction, and the method comprises the following specific steps: 1, cleaning a base layer; 2, planting steel bars; thirdly, grouting holes are reserved; 4, reinforcing; 5, capping; 6, pouring; and 7, dismantling. The grouting holes are reserved in the longitudinal bars of the column, the outer side of the column is reinforced by combining the formwork battens with the steel pipe outer hoops, the formwork at the top end of the column is sealed through foam glue, and grouting materials are poured into the formwork through the reserved grouting holes, so that the column face is integrally formed; the phenomenon that the formwork is deformed and expanded due to the fact that a reserved opening exists in the formwork is avoided, the structural strength of the cylindrical surface is guaranteed, the surface of the integrally-formed cylindrical surface is smooth, subsequent plastering treatment is not needed, and the construction efficiency is improved.
本发明公开了一种竖向构件多孔联动灌浆加固方法,涉及到地下室车库施工技术领域,包括以下具体步骤:一、基层清理;二、植筋;三、预留灌浆孔;四、加固;五、封顶;六、浇筑;七、拆除。本发明通过在柱子纵筋处预留灌浆孔,在柱子外侧采用模板木方结合钢管外箍进行加固,柱子顶端的模板采用泡沫胶封闭,灌浆料通过预留灌浆孔浇筑进模板内,从而使得柱面一体成型,避免了模板上存在预留口造成的模板变形涨模的现象,保证了柱面的结构强度,且一体成型的柱面表面光滑,不需要后续进行抹灰处理,提升了施工效率。
Porous linkage grouting reinforcement method for vertical component
一种竖向构件多孔联动灌浆加固方法
TAN JIANSHAN (Autor:in) / ZHONG BAILING (Autor:in) / ZOU JIALIN (Autor:in) / CHEN WEIZHANG (Autor:in)
19.04.2022
Patent
Elektronische Ressource
Chinesisch
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