A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pier straining beam structure and construction method thereof
The invention discloses a bridge pier straining beam structure and a construction method thereof, and relates to the technical field of bridges. The first pier column and the second pier column are connected to the lower portion of the cover beam and play a role in supporting the cover beam, the bottom of the first pier column is located at the cliff bottom, and the bottom of the second pier column is located at the cliff top; one end of the straining beam is connected with the first pier column, and the other end of the straining beam is fixed to the side wall of the cliff through the anchoring unit. The problems that in mountainous area bridges, the same pier needs to be provided with bridge pier columns at the cliff top and the cliff bottom with the large height difference, straining beam connection cannot be conducted, and the stability and safety of the pier columns with the high cliff bottom cannot be guaranteed can be solved.
本发明公开了一种桥墩系梁结构及其施工方法，其涉及桥梁技术领域，所述桥墩系梁结构包括：盖梁；连接在所述盖梁下方对所述盖梁起到支撑作用的第一墩柱和第二墩柱，所述第一墩柱的底部位于崖底，所述第二墩柱的底部位于崖顶；系梁和锚固单元，所述系梁的一端与所述第一墩柱相连接，所述系梁的另一端通过锚固单元固定在悬崖的侧壁处。本申请能够解决山区桥梁中同一桥墩需要在高差较大的崖顶、底设置桥梁墩柱无法进行系梁连接、无法保证崖底较高墩柱稳定性及安全性的问题。
Pier straining beam structure and construction method thereof
The invention discloses a bridge pier straining beam structure and a construction method thereof, and relates to the technical field of bridges. The first pier column and the second pier column are connected to the lower portion of the cover beam and play a role in supporting the cover beam, the bottom of the first pier column is located at the cliff bottom, and the bottom of the second pier column is located at the cliff top; one end of the straining beam is connected with the first pier column, and the other end of the straining beam is fixed to the side wall of the cliff through the anchoring unit. The problems that in mountainous area bridges, the same pier needs to be provided with bridge pier columns at the cliff top and the cliff bottom with the large height difference, straining beam connection cannot be conducted, and the stability and safety of the pier columns with the high cliff bottom cannot be guaranteed can be solved.
本发明公开了一种桥墩系梁结构及其施工方法，其涉及桥梁技术领域，所述桥墩系梁结构包括：盖梁；连接在所述盖梁下方对所述盖梁起到支撑作用的第一墩柱和第二墩柱，所述第一墩柱的底部位于崖底，所述第二墩柱的底部位于崖顶；系梁和锚固单元，所述系梁的一端与所述第一墩柱相连接，所述系梁的另一端通过锚固单元固定在悬崖的侧壁处。本申请能够解决山区桥梁中同一桥墩需要在高差较大的崖顶、底设置桥梁墩柱无法进行系梁连接、无法保证崖底较高墩柱稳定性及安全性的问题。
Pier straining beam structure and construction method thereof
桥墩系梁结构及其施工方法
LIANG DONGWEI (author) / LIU PENGFEI (author) / LIU TENGLONG (author) / LI ZHAODONG (author) / WANG LIANG (author) / YU ZHANGLIANG (author) / LIANG XINLEI (author) / SONG JUNNA (author) / TIAN FENG (author) / XU HONG (author)
2023-11-24
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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