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Concrete constructional column supporting method for top plate post-cast strip
The invention discloses a concrete constructional column supporting method for a top plate post-cast strip. The concrete constructional column supporting method specifically comprises the following steps: step 1, positioning cast columns; step 2, carrying out formwork maintenance; step 3, carrying out tapping and pouring; step 4, removing a formwork and cleaning the formwork; step 5, carrying out formwork erecting and pouring; and step 6, removing the formwork and carrying out leveling. The invention relates to the technical field of building construction. According to the concrete constructional column supporting method for the top plate post-cast strip, by arranging the concrete constructional columns at the tail ends of the cantilever beam plates on the two sides of the top plate post-cast strip, the beam part is supported, an integrated structure is achieved, the supporting effect is more stable, material deformation of a traditional steel pipe frame formwork supporting system is avoided, the influence of formwork material loss and replacement on stress of the cantilever beam plate is avoided, the turnover efficiency of a supporting frame material is improved, high economic benefits are achieved, and meanwhile, a basement construction channel is reserved conveniently, and chiseling cleaning of construction joints on the two sides of the post-cast strip and adjustment of steel bars during secondary formwork erecting of the post-cast strip are facilitated.
本发明公开了一种顶板后浇带用混凝土构造柱支撑方法,具体包括以下步骤:步骤一、浇柱定位;步骤二、支模养护;步骤三、开孔浇筑;步骤四、拆模清理;步骤五、支模浇筑;步骤六、拆模找平,本发明涉及建筑施工技术领域。该顶板后浇带用混凝土构造柱支撑方法,通过在顶板后浇带两侧悬臂梁板末端设混凝土构造柱的方式,对梁部进行支撑,一体式构造,支撑效果更稳固,不仅避免了传统钢管架模板支撑体系的材料变形,模板材料损耗更换对悬臂梁板受力的影响,而且提高了支撑架材料的周转效率,有较高的经济效益,同时,不仅便于地下室施工通道的留设,还方便进行后浇带两侧施工缝的凿毛清理及后浇带二次支模时钢筋的调整。
Concrete constructional column supporting method for top plate post-cast strip
The invention discloses a concrete constructional column supporting method for a top plate post-cast strip. The concrete constructional column supporting method specifically comprises the following steps: step 1, positioning cast columns; step 2, carrying out formwork maintenance; step 3, carrying out tapping and pouring; step 4, removing a formwork and cleaning the formwork; step 5, carrying out formwork erecting and pouring; and step 6, removing the formwork and carrying out leveling. The invention relates to the technical field of building construction. According to the concrete constructional column supporting method for the top plate post-cast strip, by arranging the concrete constructional columns at the tail ends of the cantilever beam plates on the two sides of the top plate post-cast strip, the beam part is supported, an integrated structure is achieved, the supporting effect is more stable, material deformation of a traditional steel pipe frame formwork supporting system is avoided, the influence of formwork material loss and replacement on stress of the cantilever beam plate is avoided, the turnover efficiency of a supporting frame material is improved, high economic benefits are achieved, and meanwhile, a basement construction channel is reserved conveniently, and chiseling cleaning of construction joints on the two sides of the post-cast strip and adjustment of steel bars during secondary formwork erecting of the post-cast strip are facilitated.
本发明公开了一种顶板后浇带用混凝土构造柱支撑方法,具体包括以下步骤:步骤一、浇柱定位;步骤二、支模养护;步骤三、开孔浇筑;步骤四、拆模清理;步骤五、支模浇筑;步骤六、拆模找平,本发明涉及建筑施工技术领域。该顶板后浇带用混凝土构造柱支撑方法,通过在顶板后浇带两侧悬臂梁板末端设混凝土构造柱的方式,对梁部进行支撑,一体式构造,支撑效果更稳固,不仅避免了传统钢管架模板支撑体系的材料变形,模板材料损耗更换对悬臂梁板受力的影响,而且提高了支撑架材料的周转效率,有较高的经济效益,同时,不仅便于地下室施工通道的留设,还方便进行后浇带两侧施工缝的凿毛清理及后浇带二次支模时钢筋的调整。
Concrete constructional column supporting method for top plate post-cast strip
一种顶板后浇带用混凝土构造柱支撑方法
LIU MIAO (Autor:in) / SUN ZONGQIANG (Autor:in) / ZHAO ZEMING (Autor:in) / WU LEI (Autor:in) / ZHOU YUYE (Autor:in) / WU MINGYANG (Autor:in) / ZHU BENXING (Autor:in) / FU WENSHUAI (Autor:in) / CHENG HONGFA (Autor:in) / YU XIN (Autor:in)
26.11.2021
Patent
Elektronische Ressource
Chinesisch
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