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Prefabricated laminated slab system girder erection device and construction method thereof
The invention discloses a beam erecting device for a prefabricated laminated slab system and a construction method of the beam erecting device. The beam erecting device comprises a vertical lifting mechanism, and a transverse telescopic mechanism used for supporting a main rib of a beam between prefabricated laminated slabs is arranged at the lifting end of the vertical lifting mechanism. The two groups of main reinforcements are arranged up and down along the reserved reinforcements, and the two groups of main reinforcements which are arranged up and down are sleeved with beam stirrups to form a reinforcement cage of the prefabricated laminated slab inter-beam. The reinforcement cage is bound in the prefabricated laminated slab inter-beam, and the problem that after the reinforcement cage is bound outside the prefabricated laminated slab inter-beam, the bound reinforcement cage cannot be placed in the prefabricated laminated slab inter-beam is solved; the main reinforcements of the reinforcement cage are arranged up and down along the reserved reinforcements, and the reinforcement cage is bound before reaching the bottom of the prefabricated laminated slab inter-beam, so that the problem that the bottom reinforcements of the prefabricated laminated slab inter-beam are inconvenient to bind is solved.
本发明公开了一种预制叠合板体系架梁装置及其施工方法,包括竖向升降机构,竖向升降机构的升降端上设有用于支撑预制叠合板间梁的主筋的横向伸缩机构。两组所述主筋沿预留钢筋上下布置,上下布置的两组主筋上套设有梁箍筋,形成预制叠合板间梁的钢筋笼。本发明在预制叠合板间梁内绑扎钢筋笼,解决了在预制叠合板间梁外绑扎钢筋笼后,不能将绑扎后的钢筋笼放入到预制叠合板间梁内的问题;钢筋笼的主筋沿预留钢筋上下布置,钢筋笼到达预制叠合板间梁底部之前已经完成绑扎,解决了不方便绑扎预制叠合板间梁底部钢筋的问题。
Prefabricated laminated slab system girder erection device and construction method thereof
The invention discloses a beam erecting device for a prefabricated laminated slab system and a construction method of the beam erecting device. The beam erecting device comprises a vertical lifting mechanism, and a transverse telescopic mechanism used for supporting a main rib of a beam between prefabricated laminated slabs is arranged at the lifting end of the vertical lifting mechanism. The two groups of main reinforcements are arranged up and down along the reserved reinforcements, and the two groups of main reinforcements which are arranged up and down are sleeved with beam stirrups to form a reinforcement cage of the prefabricated laminated slab inter-beam. The reinforcement cage is bound in the prefabricated laminated slab inter-beam, and the problem that after the reinforcement cage is bound outside the prefabricated laminated slab inter-beam, the bound reinforcement cage cannot be placed in the prefabricated laminated slab inter-beam is solved; the main reinforcements of the reinforcement cage are arranged up and down along the reserved reinforcements, and the reinforcement cage is bound before reaching the bottom of the prefabricated laminated slab inter-beam, so that the problem that the bottom reinforcements of the prefabricated laminated slab inter-beam are inconvenient to bind is solved.
本发明公开了一种预制叠合板体系架梁装置及其施工方法,包括竖向升降机构,竖向升降机构的升降端上设有用于支撑预制叠合板间梁的主筋的横向伸缩机构。两组所述主筋沿预留钢筋上下布置,上下布置的两组主筋上套设有梁箍筋,形成预制叠合板间梁的钢筋笼。本发明在预制叠合板间梁内绑扎钢筋笼,解决了在预制叠合板间梁外绑扎钢筋笼后,不能将绑扎后的钢筋笼放入到预制叠合板间梁内的问题;钢筋笼的主筋沿预留钢筋上下布置,钢筋笼到达预制叠合板间梁底部之前已经完成绑扎,解决了不方便绑扎预制叠合板间梁底部钢筋的问题。
Prefabricated laminated slab system girder erection device and construction method thereof
一种预制叠合板体系架梁装置及其施工方法
CHEN HAIFA (Autor:in) / QIN FUHAO (Autor:in) / SU YINGCHAO (Autor:in) / SHI WEI (Autor:in) / ZHANG MINGBIN (Autor:in) / CHEN YIDE (Autor:in) / WANG JUNLE (Autor:in) / PAN ZHIGUANG (Autor:in) / CHEN XIAO (Autor:in) / PAN JIASHUAI (Autor:in)
02.06.2023
Patent
Elektronische Ressource
Chinesisch
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