Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting method for bridge tower steel bars
The invention discloses a bridge tower reinforcing steel bar connecting method, and belongs to the technical field of building construction, a plurality of main reinforcing steel bars and a plurality of stirrups of a tower column are included, the stirrups and the main reinforcing steel bars are constructed together to form a frame and a supporting structure, and the bridge tower reinforcing steel bar connecting method is characterized in that the main reinforcing steel bars are connected through straight threads, the blanking cutting end face is vertical to the axis of the steel bar; s20, wire pulling is conducted on the ends, the size between thread rolling wheels needs to be adjusted before a wire head is machined, and the adjusting steps include initial adjusting, fine adjusting, reinforcing steel bar clamping and wire head rolling; s30, the ends of the two main reinforcements are fixedly connected through a standard connector; and S40, joint inspection. By means of the binding method, binding work is safely and efficiently completed.
本发明公开了一种桥塔钢筋的连接方法，属于建筑施工技术领域，其包括塔柱的若干根主筋和若干根箍筋，箍筋与主筋构筑在一起，形成一个框架和支撑结构，其特征在于，主筋采用直螺纹连接，其中，直螺纹连接的步骤如下：S10、切割机下料，下料的切割端面应与钢筋轴线垂直；S20、端头扯丝，加工丝头前应先调整好滚丝轮之间的尺寸，调整步骤包括：初调、精调、装夹钢筋与滚轧丝头；S30、两根主筋的端头采用标准型接头固定连接；S40、接头检验。本发明通过此绑扎方法，安全且高效的完成绑扎工作。
Connecting method for bridge tower steel bars
The invention discloses a bridge tower reinforcing steel bar connecting method, and belongs to the technical field of building construction, a plurality of main reinforcing steel bars and a plurality of stirrups of a tower column are included, the stirrups and the main reinforcing steel bars are constructed together to form a frame and a supporting structure, and the bridge tower reinforcing steel bar connecting method is characterized in that the main reinforcing steel bars are connected through straight threads, the blanking cutting end face is vertical to the axis of the steel bar; s20, wire pulling is conducted on the ends, the size between thread rolling wheels needs to be adjusted before a wire head is machined, and the adjusting steps include initial adjusting, fine adjusting, reinforcing steel bar clamping and wire head rolling; s30, the ends of the two main reinforcements are fixedly connected through a standard connector; and S40, joint inspection. By means of the binding method, binding work is safely and efficiently completed.
本发明公开了一种桥塔钢筋的连接方法，属于建筑施工技术领域，其包括塔柱的若干根主筋和若干根箍筋，箍筋与主筋构筑在一起，形成一个框架和支撑结构，其特征在于，主筋采用直螺纹连接，其中，直螺纹连接的步骤如下：S10、切割机下料，下料的切割端面应与钢筋轴线垂直；S20、端头扯丝，加工丝头前应先调整好滚丝轮之间的尺寸，调整步骤包括：初调、精调、装夹钢筋与滚轧丝头；S30、两根主筋的端头采用标准型接头固定连接；S40、接头检验。本发明通过此绑扎方法，安全且高效的完成绑扎工作。
Connecting method for bridge tower steel bars
一种桥塔钢筋的连接方法
MA BINGGUO (Autor:in) / ZHAO HONGLAI (Autor:in) / ZHAO BIN (Autor:in) / LI XUEMIN (Autor:in) / QIN DINGSONG (Autor:in) / XU HONG (Autor:in) / BI ZHANGLONG (Autor:in) / ZHANG ZHAOHUA (Autor:in) / ZHAO LANBO (Autor:in) / WANG JIAN (Autor:in)
16.05.2023
Patent
Elektronische Ressource
Chinesisch
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