A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Super-long high-rise building deformation joint shear wall formwork and shear wall construction method
The invention discloses a super-long high-rise building deformation joint shear wall formwork and a shear wall construction method, the device comprises deformation joint inner formworks and a floor side aluminum formwork, a plurality of telescopic connectors are connected between the two deformation joint inner formworks, and opposite-pull screws are connected between the deformation joint inner formworks and the floor side aluminum formwork; the method comprises the steps that a deformation joint inner mold and a floor side aluminum formwork are machined and manufactured; processing and manufacturing a telescopic connector; assembling the connecting assembly; shear wall structure steel bars on the two sides of the deformation joint are bound; mounting a floor side aluminum template; a deformation joint inner mold is assembled and hoisted; reinforcing a building deformation joint shear wall template; pouring concrete to construct a shear wall; and the building deformation joint shear wall formwork is dismantled. According to the method, the problem of formwork reinforcement at the deformation joint of the high-rise building is effectively solved, materials and labor consumed by reinforcement of a traditional construction technology at the deformation joint are reduced, the construction period affected by the single-side multiple formwork supporting reinforcement process at the deformation joint is shortened, and the safety of the operation environment of a construction site is improved.
本发明公开了一种超长高层建筑变形缝剪力墙模板及剪力墙施工方法，该装置包括变形缝内模和楼层侧铝模板，两个变形缝内模之间连接有多个伸缩连接器，变形缝内模与楼层侧铝模板之间连接有对拉螺杆；该方法包括加工制作变形缝内模和楼层侧铝模板；加工制作伸缩连接器；装配连接组件；绑扎变形缝两侧的剪力墙结构钢筋；安装楼层侧铝模板；组装并吊装变形缝内模；加固建筑变形缝剪力墙模板；浇筑混凝土施工剪力墙；拆除建筑变形缝剪力墙模板。本发明有效的解决了高层建筑变形缝处的模板加固问题，减少了变形缝处传统施工工艺加固所耗费的材料和劳动力，并缩短了变形缝处因单侧多次支模加固过程而影响的施工工期，提高了施工现场作业环境的安全性。
Super-long high-rise building deformation joint shear wall formwork and shear wall construction method
The invention discloses a super-long high-rise building deformation joint shear wall formwork and a shear wall construction method, the device comprises deformation joint inner formworks and a floor side aluminum formwork, a plurality of telescopic connectors are connected between the two deformation joint inner formworks, and opposite-pull screws are connected between the deformation joint inner formworks and the floor side aluminum formwork; the method comprises the steps that a deformation joint inner mold and a floor side aluminum formwork are machined and manufactured; processing and manufacturing a telescopic connector; assembling the connecting assembly; shear wall structure steel bars on the two sides of the deformation joint are bound; mounting a floor side aluminum template; a deformation joint inner mold is assembled and hoisted; reinforcing a building deformation joint shear wall template; pouring concrete to construct a shear wall; and the building deformation joint shear wall formwork is dismantled. According to the method, the problem of formwork reinforcement at the deformation joint of the high-rise building is effectively solved, materials and labor consumed by reinforcement of a traditional construction technology at the deformation joint are reduced, the construction period affected by the single-side multiple formwork supporting reinforcement process at the deformation joint is shortened, and the safety of the operation environment of a construction site is improved.
本发明公开了一种超长高层建筑变形缝剪力墙模板及剪力墙施工方法，该装置包括变形缝内模和楼层侧铝模板，两个变形缝内模之间连接有多个伸缩连接器，变形缝内模与楼层侧铝模板之间连接有对拉螺杆；该方法包括加工制作变形缝内模和楼层侧铝模板；加工制作伸缩连接器；装配连接组件；绑扎变形缝两侧的剪力墙结构钢筋；安装楼层侧铝模板；组装并吊装变形缝内模；加固建筑变形缝剪力墙模板；浇筑混凝土施工剪力墙；拆除建筑变形缝剪力墙模板。本发明有效的解决了高层建筑变形缝处的模板加固问题，减少了变形缝处传统施工工艺加固所耗费的材料和劳动力，并缩短了变形缝处因单侧多次支模加固过程而影响的施工工期，提高了施工现场作业环境的安全性。
Super-long high-rise building deformation joint shear wall formwork and shear wall construction method
一种超长高层建筑变形缝剪力墙模板及剪力墙施工方法
QU ZHENG (author) / LIU PENG (author) / ZHAO TAO (author) / LI YANG (author) / JIA XIAOWANG (author) / LEI CUNBO (author) / YANG DONGDONG (author) / DING SHIJIE (author) / WANG FUXIANG (author) / SONG BIN (author)
2024-02-13
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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