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Complete-set construction method for steel rib prestressed concrete laminated slab
The invention relates to the technical field of fabricated floor slab construction, and provides a steel rib prestressed concrete laminated slab complete-set construction method which comprises the following steps: S1, construction preparation; s2, supporting beams and plates; s3, a beam formwork is erected; s4, concrete beam and wall steel bar binding; s5, checking the elevation and drawing a position line of the laminated slab; s6, hoisting the steel rib prestressed concrete laminated slab; s7, calibrating a support frame body sensor; s8, plate joint treatment, web plate punching and perforated transverse steel bar arrangement; s9, a pipeline is arranged in a penetrating mode, and an upper-layer reinforcing mesh is arranged; s10, concrete of the laminated layer is poured; by the adoption of the triple-rod independent steel supporting frame body, the working procedure interpenetration construction efficiency can be improved, and the construction period is shortened; damage to the laminated slab is effectively reduced, the engineering quality is effectively improved, and the labor cost and the measure cost are saved.
本发明涉及装配式楼板施工技术领域,提供了一种钢肋预应力混凝土叠合板成套施工方法,包括以下步骤:S1、施工准备;S2、梁及板支撑支设;S3、梁模板支设;S4、混凝土梁及墙钢筋绑扎;S5、标高检查及画叠合板位置线;S6、钢肋预应力混凝土叠合板吊装;S7、校准支撑架体传感器;S8、板缝处理、腹板打孔及布置穿孔横向钢筋;S9、穿设管线及布置上层钢筋网;S10、浇筑叠合层混凝土;本发明通过采用三联杆独立钢支撑架体可以提高工序穿插的施工效率,节省工期;有效减少叠合板损伤,有效提升工程质量,节省人工费、措施费。
Complete-set construction method for steel rib prestressed concrete laminated slab
The invention relates to the technical field of fabricated floor slab construction, and provides a steel rib prestressed concrete laminated slab complete-set construction method which comprises the following steps: S1, construction preparation; s2, supporting beams and plates; s3, a beam formwork is erected; s4, concrete beam and wall steel bar binding; s5, checking the elevation and drawing a position line of the laminated slab; s6, hoisting the steel rib prestressed concrete laminated slab; s7, calibrating a support frame body sensor; s8, plate joint treatment, web plate punching and perforated transverse steel bar arrangement; s9, a pipeline is arranged in a penetrating mode, and an upper-layer reinforcing mesh is arranged; s10, concrete of the laminated layer is poured; by the adoption of the triple-rod independent steel supporting frame body, the working procedure interpenetration construction efficiency can be improved, and the construction period is shortened; damage to the laminated slab is effectively reduced, the engineering quality is effectively improved, and the labor cost and the measure cost are saved.
本发明涉及装配式楼板施工技术领域,提供了一种钢肋预应力混凝土叠合板成套施工方法,包括以下步骤:S1、施工准备;S2、梁及板支撑支设;S3、梁模板支设;S4、混凝土梁及墙钢筋绑扎;S5、标高检查及画叠合板位置线;S6、钢肋预应力混凝土叠合板吊装;S7、校准支撑架体传感器;S8、板缝处理、腹板打孔及布置穿孔横向钢筋;S9、穿设管线及布置上层钢筋网;S10、浇筑叠合层混凝土;本发明通过采用三联杆独立钢支撑架体可以提高工序穿插的施工效率,节省工期;有效减少叠合板损伤,有效提升工程质量,节省人工费、措施费。
Complete-set construction method for steel rib prestressed concrete laminated slab
一种钢肋预应力混凝土叠合板成套施工方法
DU ZHIHAO (author) / CHEN XIAO (author) / CAO ZHIWEI (author) / FANG HAIBO (author) / LI JINGXUAN (author) / ZHAO JINSHE (author) / GONG WEICHAO (author) / WEI CHENGXING (author)
2023-07-11
Patent
Electronic Resource
Chinese
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