Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flower vase pier column steel bar binding method
The invention provides a vase pier column steel bar binding method, and belongs to the technical field of vase pier column steel bar binding. The method is characterized by comprising the following steps that S1, a reinforcement cage jig frame is assembled, positioning plates are installed at the two ends of the jig frame after the jig frame is assembled, and main reinforcements penetrate through holes to be positioned; s2, mounting the upper row of main reinforcements, and connecting the main reinforcements with the positioning plate; s3, primarily installing stirrups; s4, the remaining main reinforcements penetrate into the stirrups in the longitudinal direction, the lengths of the two ends are reserved, and the two-end double-layer positioning tools are used for positioning; s5, transverse stirrups are installed in place from the side face of the jig frame, the distance between the stirrups is accurately adjusted, and the stirrups and the main reinforcements are firmly bound; s6, anti-corrosion treatment is conducted on the pier top embedded bars; s7, the straight-line section pier column reinforcement cage is integrally hoisted through a truck crane; s8, vase section reinforcing steel bars are installed; and S9, the stirrups are bound according to the preset stirrup spacing lines. The anti-friction component is arranged on the positioning plate, so that the lifting rope is attached to the roller in the lifting process of the reinforcement cage.
本发明提供了一种花瓶墩柱钢筋绑扎方法，属于花瓶墩柱钢筋绑扎技术领域；其特征在于，包括以下步骤：S1，组装钢筋笼胎架，胎架组装完成后在胎架两端安装定位板,主筋穿过孔洞进行定位；S2，安装上排主筋，并将主筋与定位板连接；S3，初步安装箍筋；S4，将剩余主筋沿纵向穿入箍筋中，两端预留长度通过两端双层定位工装定位；S5，安装横向箍筋，从胎架侧面安装就位，并精确调整箍筋间距，将箍筋与主筋绑扎牢固；S6，对墩顶预埋筋进行防腐蚀处理；S7，直线段墩柱钢筋笼使用汽车吊进行整体吊装；S8，花瓶段钢筋安装；S9，根据预设的箍筋间距线绑扎箍筋。通过在定位板上设置防摩擦部件，使钢筋笼在起吊过程中，使吊绳与滚轮相贴合。
Flower vase pier column steel bar binding method
The invention provides a vase pier column steel bar binding method, and belongs to the technical field of vase pier column steel bar binding. The method is characterized by comprising the following steps that S1, a reinforcement cage jig frame is assembled, positioning plates are installed at the two ends of the jig frame after the jig frame is assembled, and main reinforcements penetrate through holes to be positioned; s2, mounting the upper row of main reinforcements, and connecting the main reinforcements with the positioning plate; s3, primarily installing stirrups; s4, the remaining main reinforcements penetrate into the stirrups in the longitudinal direction, the lengths of the two ends are reserved, and the two-end double-layer positioning tools are used for positioning; s5, transverse stirrups are installed in place from the side face of the jig frame, the distance between the stirrups is accurately adjusted, and the stirrups and the main reinforcements are firmly bound; s6, anti-corrosion treatment is conducted on the pier top embedded bars; s7, the straight-line section pier column reinforcement cage is integrally hoisted through a truck crane; s8, vase section reinforcing steel bars are installed; and S9, the stirrups are bound according to the preset stirrup spacing lines. The anti-friction component is arranged on the positioning plate, so that the lifting rope is attached to the roller in the lifting process of the reinforcement cage.
本发明提供了一种花瓶墩柱钢筋绑扎方法，属于花瓶墩柱钢筋绑扎技术领域；其特征在于，包括以下步骤：S1，组装钢筋笼胎架，胎架组装完成后在胎架两端安装定位板,主筋穿过孔洞进行定位；S2，安装上排主筋，并将主筋与定位板连接；S3，初步安装箍筋；S4，将剩余主筋沿纵向穿入箍筋中，两端预留长度通过两端双层定位工装定位；S5，安装横向箍筋，从胎架侧面安装就位，并精确调整箍筋间距，将箍筋与主筋绑扎牢固；S6，对墩顶预埋筋进行防腐蚀处理；S7，直线段墩柱钢筋笼使用汽车吊进行整体吊装；S8，花瓶段钢筋安装；S9，根据预设的箍筋间距线绑扎箍筋。通过在定位板上设置防摩擦部件，使钢筋笼在起吊过程中，使吊绳与滚轮相贴合。
Flower vase pier column steel bar binding method
一种花瓶墩柱钢筋绑扎方法
LIU YONGXIANG (Autor:in) / WANG HAIBO (Autor:in) / ZHOU HUATAO (Autor:in) / ZHANG YU (Autor:in) / GUO YING (Autor:in)
01.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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