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Fabricated double-sided embedded part steel bar binding method
The invention discloses a fabricated double-sided embedded part steel bar binding method, and belongs to the technical field of construction. The steel bar binding method comprises the following steps that the jacking is fixed to the supporting frame, and the transverse square steel is arranged in the jacking in a penetrating mode; the support positioning device is fixed to the transverse square steel; the assembled embedded part is installed and fixed; the bottom ribs are all arranged on the support positioning device in a penetrating mode; the corner surface ribs are installed at the corners of the embedded part, and the two corner surface ribs are bound and fixed to the first stirrup and the second stirrup correspondingly; the side face stirrups on the two sides of the embedded part are arranged between the first row of bottom ribs, the second row of bottom ribs and the two corner face ribs in a sleeving mode; middle surface ribs are installed one by one, and middle surface rib steel bars are firmly bound with the first stirrups and the second stirrups; and the anti-torsion bars are inserted from the side face, and the first anti-torsion bars and the second anti-torsion bars are lengthened through the second fixing sleeve until the steel bars are bound. The mounting and binding difficulty of steel bars at the embedded part node part can be effectively reduced, and the bearing capacity of the node at the embedded part position is ensured.
一种装配式双面埋件钢筋绑扎方法,属于施工技术领域。钢筋绑扎方法包括以下步骤:将顶托固定于支撑架,横向方钢穿设于顶托内部;将支架定位装置固定在横向方钢;将组装好的预埋件安装固定;将底筋均穿设于支架定位装置;将角部面筋安装在预埋件的边角,两个角部面筋分别与第一箍筋、第二箍筋绑扎固定;将预埋件两侧的侧面箍筋套入第一排底筋、第二排底筋与两根角部面筋之间;逐根安装中部面筋,中部面筋钢筋与第一箍筋、第二箍筋绑扎牢固;从侧面插入抗扭筋,通过第二固定套筒,接长第一抗扭筋与第二抗扭筋直到钢筋绑扎完毕。其能够有效降低预埋件节点部位钢筋安装及绑扎难度,保证预埋件位置节点承载力。
Fabricated double-sided embedded part steel bar binding method
The invention discloses a fabricated double-sided embedded part steel bar binding method, and belongs to the technical field of construction. The steel bar binding method comprises the following steps that the jacking is fixed to the supporting frame, and the transverse square steel is arranged in the jacking in a penetrating mode; the support positioning device is fixed to the transverse square steel; the assembled embedded part is installed and fixed; the bottom ribs are all arranged on the support positioning device in a penetrating mode; the corner surface ribs are installed at the corners of the embedded part, and the two corner surface ribs are bound and fixed to the first stirrup and the second stirrup correspondingly; the side face stirrups on the two sides of the embedded part are arranged between the first row of bottom ribs, the second row of bottom ribs and the two corner face ribs in a sleeving mode; middle surface ribs are installed one by one, and middle surface rib steel bars are firmly bound with the first stirrups and the second stirrups; and the anti-torsion bars are inserted from the side face, and the first anti-torsion bars and the second anti-torsion bars are lengthened through the second fixing sleeve until the steel bars are bound. The mounting and binding difficulty of steel bars at the embedded part node part can be effectively reduced, and the bearing capacity of the node at the embedded part position is ensured.
一种装配式双面埋件钢筋绑扎方法,属于施工技术领域。钢筋绑扎方法包括以下步骤:将顶托固定于支撑架,横向方钢穿设于顶托内部;将支架定位装置固定在横向方钢;将组装好的预埋件安装固定;将底筋均穿设于支架定位装置;将角部面筋安装在预埋件的边角,两个角部面筋分别与第一箍筋、第二箍筋绑扎固定;将预埋件两侧的侧面箍筋套入第一排底筋、第二排底筋与两根角部面筋之间;逐根安装中部面筋,中部面筋钢筋与第一箍筋、第二箍筋绑扎牢固;从侧面插入抗扭筋,通过第二固定套筒,接长第一抗扭筋与第二抗扭筋直到钢筋绑扎完毕。其能够有效降低预埋件节点部位钢筋安装及绑扎难度,保证预埋件位置节点承载力。
Fabricated double-sided embedded part steel bar binding method
一种装配式双面埋件钢筋绑扎方法
GONG JIN (author) / WU XIANGHUA (author) / TONG CHENG (author) / ZHUANG XIANLONG (author) / LIU JIAZHI (author) / SUN SHOUXIAN (author) / LI YONG (author)
2024-03-05
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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