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Steel reinforced concrete form-removal-free structural system and mounting method
The invention provides a steel reinforced concrete form-removal-free structural system and an installation method, the steel reinforced concrete form-removal-free structural system comprises a plurality of prefabricated parts, the prefabricated parts are prefabricated beams or prefabricated columns, each prefabricated part comprises a plurality of form-removal-free formworks and section steel, the section steel is connected between every two adjacent prefabricated formworks in an abutting mode, and the section steel is connected with the prefabricated beams or the prefabricated columns in an abutting mode. The profile steel and the non-dismantling formworks are fixedly connected through fastening connecting pieces, and reserved cavities used for pouring concrete are formed between the non-dismantling formworks. The non-dismantling formwork and the section steel are connected in a staggered and abutting mode and assembled through the fastening connecting piece to form the prefabricated part. The problem of too many formworks in the cast-in-place concrete structure construction process is solved, supports can be effectively reduced, the construction efficiency is improved, the weight of the whole system is reduced due to the structural steel materials, and transportation and hoisting are more convenient.
本发明提供一种型钢混凝土免拆模结构体系及安装方法,包括若干预制件,所述预制件为预制梁或预制柱,所述预制件均包括免拆模板和型钢,所述免拆模板设置有若干个,所述型钢抵接于相邻两块预制模板之间,所述型钢与免拆模板之间通过紧固连接件固定连接,免拆模板之间设置有用于浇筑混凝土的预留空腔;免拆模板与型钢交错抵接并通过紧固连接件组装构成预制件。本发明解决了现浇混凝土结构施工过程中的模板过多问题,能有效减少支撑,提高了施工效率,且采用型钢材质使整体体系重量变轻,更便于运输吊装。
Steel reinforced concrete form-removal-free structural system and mounting method
The invention provides a steel reinforced concrete form-removal-free structural system and an installation method, the steel reinforced concrete form-removal-free structural system comprises a plurality of prefabricated parts, the prefabricated parts are prefabricated beams or prefabricated columns, each prefabricated part comprises a plurality of form-removal-free formworks and section steel, the section steel is connected between every two adjacent prefabricated formworks in an abutting mode, and the section steel is connected with the prefabricated beams or the prefabricated columns in an abutting mode. The profile steel and the non-dismantling formworks are fixedly connected through fastening connecting pieces, and reserved cavities used for pouring concrete are formed between the non-dismantling formworks. The non-dismantling formwork and the section steel are connected in a staggered and abutting mode and assembled through the fastening connecting piece to form the prefabricated part. The problem of too many formworks in the cast-in-place concrete structure construction process is solved, supports can be effectively reduced, the construction efficiency is improved, the weight of the whole system is reduced due to the structural steel materials, and transportation and hoisting are more convenient.
本发明提供一种型钢混凝土免拆模结构体系及安装方法,包括若干预制件,所述预制件为预制梁或预制柱,所述预制件均包括免拆模板和型钢,所述免拆模板设置有若干个,所述型钢抵接于相邻两块预制模板之间,所述型钢与免拆模板之间通过紧固连接件固定连接,免拆模板之间设置有用于浇筑混凝土的预留空腔;免拆模板与型钢交错抵接并通过紧固连接件组装构成预制件。本发明解决了现浇混凝土结构施工过程中的模板过多问题,能有效减少支撑,提高了施工效率,且采用型钢材质使整体体系重量变轻,更便于运输吊装。
Steel reinforced concrete form-removal-free structural system and mounting method
一种型钢混凝土免拆模结构体系及安装方法
CHU HAIJUN (Autor:in) / GONG HAI (Autor:in) / GUO JIANHAO (Autor:in) / LI XIAOHUA (Autor:in) / ZHOU ZHENYANG (Autor:in) / PAN XIAOJING (Autor:in)
06.02.2024
Patent
Elektronische Ressource
Chinesisch
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