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Supporting system and method for integral construction of floor slab and cantilever slab
The invention discloses a supporting system and method for integral construction of a floor slab and a cantilever plate, and relates to the field of building formwork supporting technology.The supporting system comprises a bottom frame, the two opposite sides of the bottom frame are a stability maintaining part and a cantilever part respectively, the stability maintaining part is located on the upper side of a calling floor slab, and the cantilever part is overhung out of the outer side of the calling floor slab; a supporting frame is arranged on the upper side of the overhanging part and abuts against a construction layer floor or a cast-in-place formwork for the construction layer floor, and the overhanging part is pressed on a calling layer floor through the supporting frame. A supporting frame used for supporting the cantilever plate or the cast-in-place formwork for the cantilever plate is arranged on the upper side of the cantilever part. The application has the effects that the damage to the calling floor slab is reduced, and the strength of the calling floor slab is ensured.
本申请公开了一种楼板与悬挑板整体式施工的支撑体系及方法,涉及建筑模板支撑技术的领域,其包括底架,所述底架相对的两侧分别为维稳部和悬挑部,所述维稳部位于调用层楼板的上侧,所述悬挑部挑出调用层楼板外侧,所述悬挑部的上侧设置有支撑架,所述支撑架抵紧施工层楼板或施工层楼板用现浇模板,且所述支撑架将悬挑部压紧在调用层楼板上;所述悬挑部上侧设置有用于支撑悬挑板或悬挑板用现浇模板的支护架。本申请具有减少对调用层楼板的破坏,并有助于保证调用层楼板的强度的效果。
Supporting system and method for integral construction of floor slab and cantilever slab
The invention discloses a supporting system and method for integral construction of a floor slab and a cantilever plate, and relates to the field of building formwork supporting technology.The supporting system comprises a bottom frame, the two opposite sides of the bottom frame are a stability maintaining part and a cantilever part respectively, the stability maintaining part is located on the upper side of a calling floor slab, and the cantilever part is overhung out of the outer side of the calling floor slab; a supporting frame is arranged on the upper side of the overhanging part and abuts against a construction layer floor or a cast-in-place formwork for the construction layer floor, and the overhanging part is pressed on a calling layer floor through the supporting frame. A supporting frame used for supporting the cantilever plate or the cast-in-place formwork for the cantilever plate is arranged on the upper side of the cantilever part. The application has the effects that the damage to the calling floor slab is reduced, and the strength of the calling floor slab is ensured.
本申请公开了一种楼板与悬挑板整体式施工的支撑体系及方法,涉及建筑模板支撑技术的领域,其包括底架,所述底架相对的两侧分别为维稳部和悬挑部,所述维稳部位于调用层楼板的上侧,所述悬挑部挑出调用层楼板外侧,所述悬挑部的上侧设置有支撑架,所述支撑架抵紧施工层楼板或施工层楼板用现浇模板,且所述支撑架将悬挑部压紧在调用层楼板上;所述悬挑部上侧设置有用于支撑悬挑板或悬挑板用现浇模板的支护架。本申请具有减少对调用层楼板的破坏,并有助于保证调用层楼板的强度的效果。
Supporting system and method for integral construction of floor slab and cantilever slab
一种楼板与悬挑板整体式施工的支撑体系及方法
ZHAO QIANG (author) / LEI JIAN (author) / DONG CHUNSHAN (author) / JIANG CHENGJIE (author) / WANG HONGLEI (author) / GU QUANYAO (author)
2023-03-31
Patent
Electronic Resource
Chinese
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