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Binding method for fair-faced concrete beam column steel bars
The invention relates to the technical field of steel bar binding, in particular to a bare concrete beam column steel bar binding method which comprises the following steps that four main longitudinal bars distributed in a matrix mode are fixed, a plurality of stirrups are arranged on the outer sides of the four main longitudinal bars in a sleeving mode, and the stirrups are fixed to the main longitudinal bars through binding wires; the frame is installed according to the height of the to-be-installed bracket rib, and the frame is fixedly connected with the main longitudinal rib through the connecting assembly; by adopting the design of the connecting assemblies, the frame is fixed to the main longitudinal bars, the multiple bracket bars are supported and positioned through the multiple clamping pieces on the frame, the mounting efficiency of the bracket bars can be effectively improved, the measuring work during mounting of the bracket bars is reduced, and it is guaranteed that after bracket stirrups are bound, the mounting efficiency of the bracket bars is improved. The multiple bracket ribs are located at the preset interval and the preset height, the forming quality of the follow-up bracket columns is improved, and the binding method has high applicability and can be popularized and applied to the construction technology with the complex large industrial building frame beam column process.
本发明涉及钢筋绑扎技术领域,尤其是一种清水混凝土梁柱钢筋绑扎方法,包括如下步骤:固定四个矩阵分布的主纵筋,并在四个主纵筋的外侧套设多个箍筋,通过扎丝将箍筋固定在主纵筋上;根据待安装的牛腿筋的高度安装框架,框架通过连接组件与主纵筋连接固定;本发明中通过采用连接组件的设计,用于将框架固定在主纵筋上,通过框架上的多个卡接件对多个牛腿筋进行支撑和定位操作,可有效提升对牛腿筋的安装效率,减少了在牛腿筋在安装时的测量工作,保证在绑扎牛腿箍筋后,多个牛腿筋处于预定间距以及预定的高度上,提升后续牛腿柱的成型质量,本发明中的绑扎方法具有较强的适用性,可推广应用于大型工业筑物框架梁柱工艺复杂的施工技术。
Binding method for fair-faced concrete beam column steel bars
The invention relates to the technical field of steel bar binding, in particular to a bare concrete beam column steel bar binding method which comprises the following steps that four main longitudinal bars distributed in a matrix mode are fixed, a plurality of stirrups are arranged on the outer sides of the four main longitudinal bars in a sleeving mode, and the stirrups are fixed to the main longitudinal bars through binding wires; the frame is installed according to the height of the to-be-installed bracket rib, and the frame is fixedly connected with the main longitudinal rib through the connecting assembly; by adopting the design of the connecting assemblies, the frame is fixed to the main longitudinal bars, the multiple bracket bars are supported and positioned through the multiple clamping pieces on the frame, the mounting efficiency of the bracket bars can be effectively improved, the measuring work during mounting of the bracket bars is reduced, and it is guaranteed that after bracket stirrups are bound, the mounting efficiency of the bracket bars is improved. The multiple bracket ribs are located at the preset interval and the preset height, the forming quality of the follow-up bracket columns is improved, and the binding method has high applicability and can be popularized and applied to the construction technology with the complex large industrial building frame beam column process.
本发明涉及钢筋绑扎技术领域,尤其是一种清水混凝土梁柱钢筋绑扎方法,包括如下步骤:固定四个矩阵分布的主纵筋,并在四个主纵筋的外侧套设多个箍筋,通过扎丝将箍筋固定在主纵筋上;根据待安装的牛腿筋的高度安装框架,框架通过连接组件与主纵筋连接固定;本发明中通过采用连接组件的设计,用于将框架固定在主纵筋上,通过框架上的多个卡接件对多个牛腿筋进行支撑和定位操作,可有效提升对牛腿筋的安装效率,减少了在牛腿筋在安装时的测量工作,保证在绑扎牛腿箍筋后,多个牛腿筋处于预定间距以及预定的高度上,提升后续牛腿柱的成型质量,本发明中的绑扎方法具有较强的适用性,可推广应用于大型工业筑物框架梁柱工艺复杂的施工技术。
Binding method for fair-faced concrete beam column steel bars
一种清水混凝土梁柱钢筋绑扎方法
TIAN FEI (Autor:in) / CHEN JIANDONG (Autor:in) / TAN RONG (Autor:in) / WANG WEI (Autor:in) / MAO JINGSONG (Autor:in) / ZHI XIAO (Autor:in) / PENG XIANGJIE (Autor:in) / CHEN HUANWEI (Autor:in) / LEE YOUNG SEONG (Autor:in) / SHEN ZEBO (Autor:in)
24.12.2024
Patent
Elektronische Ressource
Chinesisch
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