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Cast-in-place beam combined type assembly box ribbed beam floor system and construction method
The invention relates to the technical field of housing construction, and particularly discloses a cast-in-place beam combined type assembly box dense rib beam floor system and a construction method.The cast-in-place beam combined type assembly box dense rib beam floor system comprises a bottom plate, bottom plate steel bars are arranged in the bottom plate, the ends of the bottom plate steel bars extend out of the bottom plate, one end of each bottom plate steel bar is bent to form a rib beam stirrup, and the other end of each bottom plate steel bar is bent to form a rib beam stirrup; rib beam full-length ribs are arranged in the rib beam stirrups. The assembling structure is arranged at the top of the bottom plate, and the assembling structure comprises angle steel stand columns, side plates and a top plate; through the arrangement of the assembly structure, the side plates, the top plate and the bottom plate are hoisted in place on the construction site, the construction mode is simplified, meanwhile, the bottom plate and the top plate are connected through the angle steel stand columns and the bolts, slurry leakage is prevented, the side plates are fixed through the clamping grooves and the angle steel stand columns, and the assembly box is prevented from deforming in the concrete pouring process; and slurry leakage and floor unevenness caused by upward floating of the concrete pouring top plate are prevented.
本发明涉及房建技术领域,具体公开了一种现浇梁组合式装配箱密肋梁楼盖及施工方法,包括:底板,所述底板的内部设置有底板钢筋,所述底板钢筋的端处均延伸至底板的外部,所述底板钢筋的其中一端弯曲形成肋梁箍筋,所述肋梁箍筋的内部设置有肋梁通长筋;装配结构,设置在所述底板的顶部,所述装配结构包括角钢立柱、侧板和顶板;本发明通过装配结构的设置,其侧板、顶板、底板在施工现场吊装就位,简化施工方式,同时底板、顶板用角钢立柱及螺栓连接,防止漏浆,卡槽和角钢立柱固定侧板,防止混凝土浇筑过程中装配箱发生变形,同时螺栓之间的刚性连接,防止混凝土浇筑顶板上浮造成漏浆和楼面不平整。
Cast-in-place beam combined type assembly box ribbed beam floor system and construction method
The invention relates to the technical field of housing construction, and particularly discloses a cast-in-place beam combined type assembly box dense rib beam floor system and a construction method.The cast-in-place beam combined type assembly box dense rib beam floor system comprises a bottom plate, bottom plate steel bars are arranged in the bottom plate, the ends of the bottom plate steel bars extend out of the bottom plate, one end of each bottom plate steel bar is bent to form a rib beam stirrup, and the other end of each bottom plate steel bar is bent to form a rib beam stirrup; rib beam full-length ribs are arranged in the rib beam stirrups. The assembling structure is arranged at the top of the bottom plate, and the assembling structure comprises angle steel stand columns, side plates and a top plate; through the arrangement of the assembly structure, the side plates, the top plate and the bottom plate are hoisted in place on the construction site, the construction mode is simplified, meanwhile, the bottom plate and the top plate are connected through the angle steel stand columns and the bolts, slurry leakage is prevented, the side plates are fixed through the clamping grooves and the angle steel stand columns, and the assembly box is prevented from deforming in the concrete pouring process; and slurry leakage and floor unevenness caused by upward floating of the concrete pouring top plate are prevented.
本发明涉及房建技术领域,具体公开了一种现浇梁组合式装配箱密肋梁楼盖及施工方法,包括:底板,所述底板的内部设置有底板钢筋,所述底板钢筋的端处均延伸至底板的外部,所述底板钢筋的其中一端弯曲形成肋梁箍筋,所述肋梁箍筋的内部设置有肋梁通长筋;装配结构,设置在所述底板的顶部,所述装配结构包括角钢立柱、侧板和顶板;本发明通过装配结构的设置,其侧板、顶板、底板在施工现场吊装就位,简化施工方式,同时底板、顶板用角钢立柱及螺栓连接,防止漏浆,卡槽和角钢立柱固定侧板,防止混凝土浇筑过程中装配箱发生变形,同时螺栓之间的刚性连接,防止混凝土浇筑顶板上浮造成漏浆和楼面不平整。
Cast-in-place beam combined type assembly box ribbed beam floor system and construction method
一种现浇梁组合式装配箱密肋梁楼盖及施工方法
DUAN YING (author) / REN HONGWEI (author) / DUAN BUFANG (author)
2024-07-12
Patent
Electronic Resource
Chinese
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