Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Permanent and temporary combined prefabricated integral pouring structure and construction method thereof
According to the permanent and temporary combined prefabricated integral pouring structure and the construction method thereof, the prefabricated main beam and the prefabricated secondary beam are adopted, the two ends of the prefabricated main beam are placed on the steel rib brackets at the top of the column, and the two ends of the prefabricated secondary beam are placed in the placing grooves deepened in advance of the prefabricated main beam; the bottom bars of the cast-in-place transverse partition beams are placed in reserved holes of the prefabricated secondary beams, the columns, the prefabricated main beams and the prefabricated secondary beams can be directly used as bearing components in the construction stage, a beam bottom supporting frame does not need to be additionally erected, permanent and temporary conversion of an integrally-cast structural system is efficiently achieved, and the construction period is shortened. The structure safety is guaranteed, meanwhile, labor and materials on a construction site are greatly saved, and the construction period is shortened.
本申请的实施例提供了一种永临结合的预制整浇结构及其施工方法，采用预制主梁和预制次梁，预制主梁的两端搁置在柱顶的钢骨牛腿上，预制次梁的两端搁置在预制主梁提前深化好的搁置槽内，现浇横隔梁的底筋则搁置在预制次梁预留的孔洞内，可直接利用柱、预制主梁和预制次梁作为施工阶段的承重构件，无需额外搭设梁底支撑架，高效实现了整浇结构体系的永临转换，保证结构安全的同时还大大节约了施工现场的人工及材料，缩短了施工工期。
Permanent and temporary combined prefabricated integral pouring structure and construction method thereof
According to the permanent and temporary combined prefabricated integral pouring structure and the construction method thereof, the prefabricated main beam and the prefabricated secondary beam are adopted, the two ends of the prefabricated main beam are placed on the steel rib brackets at the top of the column, and the two ends of the prefabricated secondary beam are placed in the placing grooves deepened in advance of the prefabricated main beam; the bottom bars of the cast-in-place transverse partition beams are placed in reserved holes of the prefabricated secondary beams, the columns, the prefabricated main beams and the prefabricated secondary beams can be directly used as bearing components in the construction stage, a beam bottom supporting frame does not need to be additionally erected, permanent and temporary conversion of an integrally-cast structural system is efficiently achieved, and the construction period is shortened. The structure safety is guaranteed, meanwhile, labor and materials on a construction site are greatly saved, and the construction period is shortened.
本申请的实施例提供了一种永临结合的预制整浇结构及其施工方法，采用预制主梁和预制次梁，预制主梁的两端搁置在柱顶的钢骨牛腿上，预制次梁的两端搁置在预制主梁提前深化好的搁置槽内，现浇横隔梁的底筋则搁置在预制次梁预留的孔洞内，可直接利用柱、预制主梁和预制次梁作为施工阶段的承重构件，无需额外搭设梁底支撑架，高效实现了整浇结构体系的永临转换，保证结构安全的同时还大大节约了施工现场的人工及材料，缩短了施工工期。
Permanent and temporary combined prefabricated integral pouring structure and construction method thereof
一种永临结合的预制整浇结构及其施工方法
SONG QIANJUN (Autor:in) / ZHOU NANA (Autor:in) / WANG ZHUO (Autor:in) / XIANG XIAOHONG (Autor:in) / JIANG CHAO (Autor:in)
04.04.2023
Patent
Elektronische Ressource
Chinesisch
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