Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for novel formwork reinforcement system
The invention discloses a construction method for a novel formwork reinforcement system and belongs to the technical field of building construction. The method comprises the steps that 1, a drawing isread to determine the size of the cross section of a shear wall structure; 2, plate assembly is performed according to the area of a shear wall; 3, tapping is performed according to the spacing of opposite pulling screws in an approved formwork reinforcement scheme; 4, according to the drawing and design demand, a reinforcement cage is bound; 5, the step 4 is repeated until a wall formwork is installed; 6, after the formwork is spliced, steel pipe sub keels are placed and reinforced through the opposite pulling screws, then steel pipe main keels are placed and reinforced through the oppositepulling screws, and concrete pouring is performed after inspection and acceptance are qualified. The system is simple in structure and provides convenience for installing the formwork, the formwork cannot be damaged, and the problem is effectively solved that since during traditional construction, after the formwork is punched, opposite pulling bolts oppositely penetrate through the formwork for fixing, the turnover frequency of the formwork is low, and materials are wasted.
本发明公开了一种新型的模板加固体系施工方法，属于建筑施工技术领域。本发明的步骤为：步骤一，熟悉图纸确定剪力墙结构截面尺寸；步骤二，根据剪力墙面积大小进行配板；步骤三，根据已审批模板加固方案中对拉螺杆间距；步骤四，按照图纸及设计要求进行绑扎钢筋骨架；步骤五，重复步骤四，直至墙模板安装完成；步骤六，待模板拼装完成后先安放钢管次龙骨，通过对拉螺杆进行加固，然后安放钢管主龙骨，对拉螺杆进行加固，检查验收通过后进行砼浇筑。本发明结构简单、便于模板安装，不破坏模板，有效解决传统施工中模板采用打孔后对穿对拉螺栓进行固定，导致模板周转次数低，造成材料浪费现象。
Construction method for novel formwork reinforcement system
The invention discloses a construction method for a novel formwork reinforcement system and belongs to the technical field of building construction. The method comprises the steps that 1, a drawing isread to determine the size of the cross section of a shear wall structure; 2, plate assembly is performed according to the area of a shear wall; 3, tapping is performed according to the spacing of opposite pulling screws in an approved formwork reinforcement scheme; 4, according to the drawing and design demand, a reinforcement cage is bound; 5, the step 4 is repeated until a wall formwork is installed; 6, after the formwork is spliced, steel pipe sub keels are placed and reinforced through the opposite pulling screws, then steel pipe main keels are placed and reinforced through the oppositepulling screws, and concrete pouring is performed after inspection and acceptance are qualified. The system is simple in structure and provides convenience for installing the formwork, the formwork cannot be damaged, and the problem is effectively solved that since during traditional construction, after the formwork is punched, opposite pulling bolts oppositely penetrate through the formwork for fixing, the turnover frequency of the formwork is low, and materials are wasted.
本发明公开了一种新型的模板加固体系施工方法，属于建筑施工技术领域。本发明的步骤为：步骤一，熟悉图纸确定剪力墙结构截面尺寸；步骤二，根据剪力墙面积大小进行配板；步骤三，根据已审批模板加固方案中对拉螺杆间距；步骤四，按照图纸及设计要求进行绑扎钢筋骨架；步骤五，重复步骤四，直至墙模板安装完成；步骤六，待模板拼装完成后先安放钢管次龙骨，通过对拉螺杆进行加固，然后安放钢管主龙骨，对拉螺杆进行加固，检查验收通过后进行砼浇筑。本发明结构简单、便于模板安装，不破坏模板，有效解决传统施工中模板采用打孔后对穿对拉螺栓进行固定，导致模板周转次数低，造成材料浪费现象。
Construction method for novel formwork reinforcement system
一种新型的模板加固体系施工方法
HAN QINGQING (Autor:in) / ZHANG WEN (Autor:in) / WEN BIN (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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