Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pier beam consolidation connection structure and repairing device
The invention relates to the technical field of bridges, and discloses a pier-beam consolidation connection structure which comprises I-shaped steel, a box chamber and a single-column pier, the I-shaped steel is formed by assembling a bottom plate, a web plate, a top plate, an inclined web plate, a sealing plate and stiffening ribs, and the box chamber is formed by assembling a box chamber bottom plate, a box chamber web plate, a bottom plate transverse stiffening plate, a bottom plate longitudinal stiffening plate, a cross beam and a top plate transverse stiffening plate. The single-column pier is formed by assembling a branch steel pipe, in-pipe concrete, a steel pipe outer stiffening plate, a steel pipe inner annular stiffening plate, a steel pipe inner transverse stiffening plate and a steel pipe inner longitudinal stiffening plate. In the invention, the I-shaped steel structure is transited into the box chamber, and the box chamber is fixedly connected with the single-column pier, so that the I-shaped steel structure is fixedly connected with the single-column pier, the box chamber and the cross beam can increase the contact area with the pier column and disperse the stress of the I-shaped steel, and the purposes of effectively fixedly connecting the I-shaped steel with the single-column pier and improving the stability of the I-shaped steel bridge are achieved.
本发明涉及桥梁技术领域，公开了一种墩梁固结连接结构，包括工字钢、箱室、独柱墩，所述工字钢由底板、腹板、顶板、斜腹板、封板、加劲肋组装而成，所述箱室由箱室底板、箱室腹板、底板横向加劲板、底板纵向加劲板、横梁、顶板横向加劲板组装而成，所述独柱墩由支钢管、管内混凝土、钢管外加劲板、钢管内环向加劲板、钢管内横向加劲板、钢管内纵向加劲板组装而成。本发明中，将工字钢结构过渡成箱室，箱室与独柱墩固结，从而实现工字钢结构与独柱墩的固结，箱室和横梁可增大与墩柱的接触面积，分散工字钢受力，从而达到工字钢与独柱墩的有效固结、提高工字钢桥梁稳定性的目的。
Pier beam consolidation connection structure and repairing device
The invention relates to the technical field of bridges, and discloses a pier-beam consolidation connection structure which comprises I-shaped steel, a box chamber and a single-column pier, the I-shaped steel is formed by assembling a bottom plate, a web plate, a top plate, an inclined web plate, a sealing plate and stiffening ribs, and the box chamber is formed by assembling a box chamber bottom plate, a box chamber web plate, a bottom plate transverse stiffening plate, a bottom plate longitudinal stiffening plate, a cross beam and a top plate transverse stiffening plate. The single-column pier is formed by assembling a branch steel pipe, in-pipe concrete, a steel pipe outer stiffening plate, a steel pipe inner annular stiffening plate, a steel pipe inner transverse stiffening plate and a steel pipe inner longitudinal stiffening plate. In the invention, the I-shaped steel structure is transited into the box chamber, and the box chamber is fixedly connected with the single-column pier, so that the I-shaped steel structure is fixedly connected with the single-column pier, the box chamber and the cross beam can increase the contact area with the pier column and disperse the stress of the I-shaped steel, and the purposes of effectively fixedly connecting the I-shaped steel with the single-column pier and improving the stability of the I-shaped steel bridge are achieved.
本发明涉及桥梁技术领域，公开了一种墩梁固结连接结构，包括工字钢、箱室、独柱墩，所述工字钢由底板、腹板、顶板、斜腹板、封板、加劲肋组装而成，所述箱室由箱室底板、箱室腹板、底板横向加劲板、底板纵向加劲板、横梁、顶板横向加劲板组装而成，所述独柱墩由支钢管、管内混凝土、钢管外加劲板、钢管内环向加劲板、钢管内横向加劲板、钢管内纵向加劲板组装而成。本发明中，将工字钢结构过渡成箱室，箱室与独柱墩固结，从而实现工字钢结构与独柱墩的固结，箱室和横梁可增大与墩柱的接触面积，分散工字钢受力，从而达到工字钢与独柱墩的有效固结、提高工字钢桥梁稳定性的目的。
Pier beam consolidation connection structure and repairing device
一种墩梁固结连接结构及修补装置
YU BO (Autor:in) / DUAN HAILIN (Autor:in) / ZHOU YONG (Autor:in) / WAN JUN (Autor:in) / ZHANG LONGSHUN (Autor:in) / TANG QINGCHAO (Autor:in) / SONG BOWEN (Autor:in) / FU SHENG (Autor:in)
27.08.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
Prefabricated post-consolidation pier beam construction method and pier beam structure
| Europäisches Patentamt | 2022
| British Library Online Contents | 2014