Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large formwork structure of ultrahigh independent wall column and construction method of large formwork structure
The invention discloses a large formwork structure of an ultrahigh independent wall column and a construction method of the large formwork structure, the large formwork structure comprises two combined type whole-face formworks which are oppositely arranged, the combined type whole-face formworks are larger than or equal to the structural floor height, and the upper portions of the combined type whole-face formworks are provided with penetrating holes; the opposite-pulling assembly is connected to the two combined type whole-face formworks in a pulling mode; the embedded rod is embedded in the ultrahigh independent wall and detachably arranged in the penetrating holes of the two combined type whole-face formworks in a penetrating mode, and the two ends of the embedded rod are connected with bases respectively; the lower end of the control rod is installed on the base in an angle-adjustable mode, and the upper end of the control rod abuts against the combined type whole-face formwork in a pressing mode so that the perpendicularity of the combined type front-face formwork can meet the design requirement. The problem that the perpendicularity deviation is large due to the fact that an existing ultra-high wall column with the floor height larger than 5 m is only reinforced through a structural formwork is solved.
本发明公开了一种超高独立墙柱的大模板结构及其施工方法，包括：相对设置的两组合式整面模板，所述组合式整面模板大于等于结构层高，所述组合式整面模板的上部开设有穿孔；对拉组件，拉结于两组合式整面模板；埋设于超高独立墙体中的预埋杆，可拆卸地穿设于两所述组合式整面模板的穿孔中，所述预埋杆的两端分别连接有基座；倾斜设置的控制杆，所述控制杆的下端角度可调地安装于所述基座，所述控制杆的上端压抵于所述组合式整面模板以令所述组合式正面模板的垂直度符合设计要求。本发明解决了现有的层高超过5m的超高墙柱仅采用结构模板加固，导致垂直度偏差较大的问题。
Large formwork structure of ultrahigh independent wall column and construction method of large formwork structure
The invention discloses a large formwork structure of an ultrahigh independent wall column and a construction method of the large formwork structure, the large formwork structure comprises two combined type whole-face formworks which are oppositely arranged, the combined type whole-face formworks are larger than or equal to the structural floor height, and the upper portions of the combined type whole-face formworks are provided with penetrating holes; the opposite-pulling assembly is connected to the two combined type whole-face formworks in a pulling mode; the embedded rod is embedded in the ultrahigh independent wall and detachably arranged in the penetrating holes of the two combined type whole-face formworks in a penetrating mode, and the two ends of the embedded rod are connected with bases respectively; the lower end of the control rod is installed on the base in an angle-adjustable mode, and the upper end of the control rod abuts against the combined type whole-face formwork in a pressing mode so that the perpendicularity of the combined type front-face formwork can meet the design requirement. The problem that the perpendicularity deviation is large due to the fact that an existing ultra-high wall column with the floor height larger than 5 m is only reinforced through a structural formwork is solved.
本发明公开了一种超高独立墙柱的大模板结构及其施工方法，包括：相对设置的两组合式整面模板，所述组合式整面模板大于等于结构层高，所述组合式整面模板的上部开设有穿孔；对拉组件，拉结于两组合式整面模板；埋设于超高独立墙体中的预埋杆，可拆卸地穿设于两所述组合式整面模板的穿孔中，所述预埋杆的两端分别连接有基座；倾斜设置的控制杆，所述控制杆的下端角度可调地安装于所述基座，所述控制杆的上端压抵于所述组合式整面模板以令所述组合式正面模板的垂直度符合设计要求。本发明解决了现有的层高超过5m的超高墙柱仅采用结构模板加固，导致垂直度偏差较大的问题。
Large formwork structure of ultrahigh independent wall column and construction method of large formwork structure
超高独立墙柱的大模板结构及其施工方法
TAN PAN (Autor:in) / XIONG ZHONGXIANG (Autor:in) / YAN XIAODI (Autor:in) / ZHAO PEILONG (Autor:in) / WANG CHUANLEI (Autor:in) / ZHAO JINGFEI (Autor:in) / SUN HONGPENG (Autor:in) / ZHOU ZHAOMING (Autor:in) / LIU QIN (Autor:in) / WANG SHUO (Autor:in)
08.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Large-section independent column formwork supporting structure and construction method thereof
| Europäisches Patentamt | 2023
Formwork column mounting construction structure and formwork column mounting construction method
| Europäisches Patentamt | 2024
Concrete structure column wall formwork positioning device, formwork system and construction method
| Europäisches Patentamt | 2024
Formwork for construction of independent column, formwork system and construction method
| Europäisches Patentamt | 2021