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Bridge deck continuous transformation structure and construction method
The invention belongs to the technical field of bridge structures, and particularly relates to a bridge deck continuous transformation structure and a construction method. According to the bridge deck continuous transformation structure, by arranging the supporting profile steel, the middle beam profile steel, the composite rubber plate unit and the paired bolt units on the gap supporting body, the composite rubber plate unit can be transversely pressed to deform, has sufficient supporting strength and is bonded with the asphalt layer into a whole, and therefore the bridge deck continuous transformation structure is not prone to deformation; the continuous gap supporting structure is stable, efficient and comfortable; the paired bolt units are U-shaped, the lower portions of the middles of the paired bolt units abut against the middle beam profile steel, the upper portions of the side edges of the paired bolt units are in threaded connection with the composite rubber plate units, and it is guaranteed that the composite rubber plate units are not prone to lifting and shifting. In addition, the invention further provides a construction method of the structure.
本发明属于桥梁结构技术领域,尤其涉及一种桥面连续化改造结构及施工方法。本发明提供一种桥面连续化改造结构,其能通过在缝隙支撑体上设置支撑型钢、中梁型钢、复合橡胶板单元,以及成对螺栓单元的方式,使得:1、复合橡胶板单元既可以横向受压形变,又具有充分的支撑强度,其与沥青层粘接为一体,保证连续化的缝隙支撑结构稳定、高效、舒适;2、成对螺栓单元的形状为U形,中间下部抵住中梁型钢、侧边上部螺接复合橡胶板单元,保证复合橡胶板单元不易掀起、移位。此外,本发明还提供一种上述结构的施工方法。
Bridge deck continuous transformation structure and construction method
The invention belongs to the technical field of bridge structures, and particularly relates to a bridge deck continuous transformation structure and a construction method. According to the bridge deck continuous transformation structure, by arranging the supporting profile steel, the middle beam profile steel, the composite rubber plate unit and the paired bolt units on the gap supporting body, the composite rubber plate unit can be transversely pressed to deform, has sufficient supporting strength and is bonded with the asphalt layer into a whole, and therefore the bridge deck continuous transformation structure is not prone to deformation; the continuous gap supporting structure is stable, efficient and comfortable; the paired bolt units are U-shaped, the lower portions of the middles of the paired bolt units abut against the middle beam profile steel, the upper portions of the side edges of the paired bolt units are in threaded connection with the composite rubber plate units, and it is guaranteed that the composite rubber plate units are not prone to lifting and shifting. In addition, the invention further provides a construction method of the structure.
本发明属于桥梁结构技术领域,尤其涉及一种桥面连续化改造结构及施工方法。本发明提供一种桥面连续化改造结构,其能通过在缝隙支撑体上设置支撑型钢、中梁型钢、复合橡胶板单元,以及成对螺栓单元的方式,使得:1、复合橡胶板单元既可以横向受压形变,又具有充分的支撑强度,其与沥青层粘接为一体,保证连续化的缝隙支撑结构稳定、高效、舒适;2、成对螺栓单元的形状为U形,中间下部抵住中梁型钢、侧边上部螺接复合橡胶板单元,保证复合橡胶板单元不易掀起、移位。此外,本发明还提供一种上述结构的施工方法。
Bridge deck continuous transformation structure and construction method
一种桥面连续化改造结构及施工方法
WU QINGXIONG (Autor:in) / LIN WEI (Autor:in) / HUANG YUFAN (Autor:in) / WU BINGSHUN (Autor:in) / YANG YILUN (Autor:in) / CHEN RONGGANG (Autor:in) / ZHENG CHENGBIN (Autor:in) / LIU LINRONG (Autor:in)
28.04.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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