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Assembling method for installing and positioning beam web steel bars
The invention belongs to the technical field of bridge construction, and discloses an assembly method for installing and positioning beam web steel bars, which comprises a plurality of support frames and a plurality of steel bar positioning bolts, the method further comprises the following steps that S1, the distance between the supporting frames and the relative height difference of the multiple supporting frames are adjusted; s2, hoisting devices are installed on the multiple supporting frames; s3, vertical cohesive-force-free steel bars and beam body web vertical ribs are installed on the lifting device; s4, pushing out the steel bar positioning bolts; s5, beam body web longitudinal steel bars are installed on the steel bar positioning bolts and connected with beam body web vertical bars in a binding mode; s6, the steel bar positioning bolts are drawn back; s7, the beam body web steel reinforcement framework is integrally adjusted, placed and installed to the beam end; and S8, the beam body web steel bar framework is connected with the bottom plate steel bars. The installation efficiency of the beam body web steel reinforcement framework can be improved, the positioning accuracy is ensured, meanwhile, the device can adapt to changes of the section size and the height size of a beam body within a certain range, and repeated utilization is achieved.
本发明属于桥梁施工技术领域,公开了一种用于梁体腹板钢筋安装定位的装配方法,包括多个支撑架、多个钢筋定位插销;还包括以下步骤:S1、调整支撑架的间距以及多个支撑架相对高差;S2、在多个支撑架上安装起吊装置;S3、在起吊装置上安装竖向无粘结力钢棒和梁体腹板立筋;S4、推出钢筋定位插销;S5、将梁体腹板纵向钢筋安装于钢筋定位插销上,并与梁体腹板立筋进行绑扎连接;S6、抽回钢筋定位插销;S7、将梁体腹板钢筋骨架整体调放安装至梁端;S8、将梁体腹板钢筋骨架与底板钢筋进行连接。本发明能够提高对梁体腹板钢筋骨架的安装效率,并确保定位的精准度,同时能够适应一定范围内的梁体截面尺寸和高度尺寸变化,并实现重复利用。
Assembling method for installing and positioning beam web steel bars
The invention belongs to the technical field of bridge construction, and discloses an assembly method for installing and positioning beam web steel bars, which comprises a plurality of support frames and a plurality of steel bar positioning bolts, the method further comprises the following steps that S1, the distance between the supporting frames and the relative height difference of the multiple supporting frames are adjusted; s2, hoisting devices are installed on the multiple supporting frames; s3, vertical cohesive-force-free steel bars and beam body web vertical ribs are installed on the lifting device; s4, pushing out the steel bar positioning bolts; s5, beam body web longitudinal steel bars are installed on the steel bar positioning bolts and connected with beam body web vertical bars in a binding mode; s6, the steel bar positioning bolts are drawn back; s7, the beam body web steel reinforcement framework is integrally adjusted, placed and installed to the beam end; and S8, the beam body web steel bar framework is connected with the bottom plate steel bars. The installation efficiency of the beam body web steel reinforcement framework can be improved, the positioning accuracy is ensured, meanwhile, the device can adapt to changes of the section size and the height size of a beam body within a certain range, and repeated utilization is achieved.
本发明属于桥梁施工技术领域,公开了一种用于梁体腹板钢筋安装定位的装配方法,包括多个支撑架、多个钢筋定位插销;还包括以下步骤:S1、调整支撑架的间距以及多个支撑架相对高差;S2、在多个支撑架上安装起吊装置;S3、在起吊装置上安装竖向无粘结力钢棒和梁体腹板立筋;S4、推出钢筋定位插销;S5、将梁体腹板纵向钢筋安装于钢筋定位插销上,并与梁体腹板立筋进行绑扎连接;S6、抽回钢筋定位插销;S7、将梁体腹板钢筋骨架整体调放安装至梁端;S8、将梁体腹板钢筋骨架与底板钢筋进行连接。本发明能够提高对梁体腹板钢筋骨架的安装效率,并确保定位的精准度,同时能够适应一定范围内的梁体截面尺寸和高度尺寸变化,并实现重复利用。
Assembling method for installing and positioning beam web steel bars
一种用于梁体腹板钢筋安装定位的装配方法
LIU HUCHENG (Autor:in) / WANG ZHIWEI (Autor:in) / ZHANG QINGLIANG (Autor:in) / YANG BO (Autor:in) / WU YANBIN (Autor:in) / WU LINZHONG (Autor:in) / DAI TENGFEI (Autor:in) / LI JIEFENG (Autor:in) / KANG HUI (Autor:in) / CHENG BIN (Autor:in)
07.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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