A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Aluminum formwork construction method for cast-in-place part of steel truss concrete laminated slab
The invention discloses an aluminum formwork construction method for a cast-in-place part of a steel truss concrete laminated slab. The aluminum formwork construction method comprises the following construction steps that S1, surveying and setting out are conducted; s2, binding wall column steel bars and reserving and embedding water and electricity; s3, an aluminum mold is installed, the aluminum mold is provided with an elastic piece, and the abutting portion of the elastic piece extends outwards from the aluminum mold; s4, the aluminum mold is installed and corrected, and it is ensured that the face, with the elastic piece, of the aluminum mold faces upwards; s5, the laminated slab is hoisted, and the elastic piece abuts against the laminated slab; s6, beam and slab steel bar binding and water and electricity pre-burying are conducted; s7, concrete pouring and curing; s8, the aluminum mold is dismantled; and S9, dismounting the vertical rod. The invention has the advantages of good application effect, wide prospect, less material loss, low labor cost, good forming quality and high construction efficiency compared with the prior art; meanwhile, due to the fact that double-faced adhesive tape or secondary tongue-and-groove repairing after mold removal is reduced, potential safety hazards caused when the double-faced adhesive tape is pasted or the tongue-and-groove repairing is conducted are eliminated.
本发明公开了一种钢桁架混凝土叠合板现浇部位铝模施工方法，包括以下施工步骤：S1：测量放线；S2：墙柱钢筋绑扎和水电预留预埋；S3：铝模安装，所述铝模具有弹性件，弹性件的抵接部从铝模向外伸出；S4：铝模安装与校正，确保铝模带有弹性件一面朝上；S5：吊装叠合板，使弹性件与叠合板抵紧；S6：梁板钢筋绑扎与水电预埋；S7：混凝土浇筑及养护；S8：铝模拆除；S9：立杆拆除。本发明具有应用效果好，前景广，与现有技术相比，材料损耗少，人工成本低，成型质量好，施工效率高；同时因减少了双面胶或拆模后的二次修补企口，消除了双面胶粘贴或修补企口时的安全隐患。
Aluminum formwork construction method for cast-in-place part of steel truss concrete laminated slab
The invention discloses an aluminum formwork construction method for a cast-in-place part of a steel truss concrete laminated slab. The aluminum formwork construction method comprises the following construction steps that S1, surveying and setting out are conducted; s2, binding wall column steel bars and reserving and embedding water and electricity; s3, an aluminum mold is installed, the aluminum mold is provided with an elastic piece, and the abutting portion of the elastic piece extends outwards from the aluminum mold; s4, the aluminum mold is installed and corrected, and it is ensured that the face, with the elastic piece, of the aluminum mold faces upwards; s5, the laminated slab is hoisted, and the elastic piece abuts against the laminated slab; s6, beam and slab steel bar binding and water and electricity pre-burying are conducted; s7, concrete pouring and curing; s8, the aluminum mold is dismantled; and S9, dismounting the vertical rod. The invention has the advantages of good application effect, wide prospect, less material loss, low labor cost, good forming quality and high construction efficiency compared with the prior art; meanwhile, due to the fact that double-faced adhesive tape or secondary tongue-and-groove repairing after mold removal is reduced, potential safety hazards caused when the double-faced adhesive tape is pasted or the tongue-and-groove repairing is conducted are eliminated.
本发明公开了一种钢桁架混凝土叠合板现浇部位铝模施工方法，包括以下施工步骤：S1：测量放线；S2：墙柱钢筋绑扎和水电预留预埋；S3：铝模安装，所述铝模具有弹性件，弹性件的抵接部从铝模向外伸出；S4：铝模安装与校正，确保铝模带有弹性件一面朝上；S5：吊装叠合板，使弹性件与叠合板抵紧；S6：梁板钢筋绑扎与水电预埋；S7：混凝土浇筑及养护；S8：铝模拆除；S9：立杆拆除。本发明具有应用效果好，前景广，与现有技术相比，材料损耗少，人工成本低，成型质量好，施工效率高；同时因减少了双面胶或拆模后的二次修补企口，消除了双面胶粘贴或修补企口时的安全隐患。
Aluminum formwork construction method for cast-in-place part of steel truss concrete laminated slab
钢桁架混凝土叠合板现浇部位铝模施工方法
QI LU (author) / ZHOU DIFEI (author) / NING XIAOJUN (author) / LU MING (author)
2024-06-14
Patent
Electronic Resource
Chinese
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