Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for synchronously erecting double-layer bridge plates
The invention discloses a method for synchronously erecting double-layer bridge plates, which belongs to the technical field of beam plate erection, and comprises the following specific steps: S1, after bridge piers and two layers of initial beam plates are erected, two bridging devices are respectively moved to the two erected beam plates; s2, the two bridging devices are sequentially fixed between the erected beam plate and a supporting beam body of a next to-be-erected pier; s3, prefabricated beam plates to be erected are sequentially conveyed to the positions where the two bridging devices are located; s4, the prefabricated beam plates are hoisted to the supporting beam bodies of the two adjacent bridge piers; s5, the bridging device is horizontally moved in the width direction of the bridge pier, and the prefabricated beam plates are sequentially erected to the required width; s6, after the two layers of prefabricated beam plates are erected through the hoisting crown blocks of the two bridging devices in sequence, the steps S2 to S5 are repeated; and S7, erection of the precast beam plate is completed. The device has the effects that the upper and lower layers of precast beams and slabs of the double-layer bridge can be conveniently and synchronously erected, and the working efficiency during precast beam and slab mounting is improved.
本发明公开了一种双层桥梁板同步架设的方法，属于梁板架设的技术领域，其包括具体以下步骤：S1，桥墩和两层的初始梁板搭设后，将两架桥装置分别移动至搭设后的两侧梁板；S2，将两架桥装置依次固定于搭设完成的梁板和下一待搭设桥墩的支撑梁体之间；S3，将待搭设的预制梁板依次运送至两架桥装置的所在位置；S4，将预制梁板吊装至相邻两桥墩的支撑梁体；S5，将架桥装置沿桥墩的宽度方向水平移动，并依次将预制梁板搭设至所需宽度；S6，依次通过两架桥装置的吊运天车将两层的预制梁板搭设完成后，重复步骤S2至S5；S7，完成预制梁板的架设。本申请具有便于同步实现对双层桥梁上下两层预制梁板的搭设，提高预制梁板安装时的工作效率的效果。
Method for synchronously erecting double-layer bridge plates
The invention discloses a method for synchronously erecting double-layer bridge plates, which belongs to the technical field of beam plate erection, and comprises the following specific steps: S1, after bridge piers and two layers of initial beam plates are erected, two bridging devices are respectively moved to the two erected beam plates; s2, the two bridging devices are sequentially fixed between the erected beam plate and a supporting beam body of a next to-be-erected pier; s3, prefabricated beam plates to be erected are sequentially conveyed to the positions where the two bridging devices are located; s4, the prefabricated beam plates are hoisted to the supporting beam bodies of the two adjacent bridge piers; s5, the bridging device is horizontally moved in the width direction of the bridge pier, and the prefabricated beam plates are sequentially erected to the required width; s6, after the two layers of prefabricated beam plates are erected through the hoisting crown blocks of the two bridging devices in sequence, the steps S2 to S5 are repeated; and S7, erection of the precast beam plate is completed. The device has the effects that the upper and lower layers of precast beams and slabs of the double-layer bridge can be conveniently and synchronously erected, and the working efficiency during precast beam and slab mounting is improved.
本发明公开了一种双层桥梁板同步架设的方法，属于梁板架设的技术领域，其包括具体以下步骤：S1，桥墩和两层的初始梁板搭设后，将两架桥装置分别移动至搭设后的两侧梁板；S2，将两架桥装置依次固定于搭设完成的梁板和下一待搭设桥墩的支撑梁体之间；S3，将待搭设的预制梁板依次运送至两架桥装置的所在位置；S4，将预制梁板吊装至相邻两桥墩的支撑梁体；S5，将架桥装置沿桥墩的宽度方向水平移动，并依次将预制梁板搭设至所需宽度；S6，依次通过两架桥装置的吊运天车将两层的预制梁板搭设完成后，重复步骤S2至S5；S7，完成预制梁板的架设。本申请具有便于同步实现对双层桥梁上下两层预制梁板的搭设，提高预制梁板安装时的工作效率的效果。
Method for synchronously erecting double-layer bridge plates
一种双层桥梁板同步架设的方法
SUN LEI (Autor:in) / ROH YOUNG DONG (Autor:in) / JIANG JINBO (Autor:in) / XU CHENGSHUANG (Autor:in) / HAN FUCHAO (Autor:in) / MU LONG (Autor:in) / ZHOU RONGKAI (Autor:in) / ZHANG JIQING (Autor:in)
20.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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