Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Sheet pile wharf separation type seismic mitigation and isolation structure and construction method thereof
The invention discloses a sheet pile wharf separation type seismic mitigation and isolation structure and a construction method thereof. The structure comprises a breast wall, a front rail track beam, a rear rail track beam, a transition plate, a seismic isolation support, a top layer steel pull rod, a bottom layer steel pull rod, a front wall, an anchorage wall, a front rail supporting pile, a rear rail supporting pile, a rear rail pile cap beam and an oil pressure damping support. A shock insulation groove is formed between the breast wall and the front rail track beam; the front rail track beam is placed on the overhanging cantilever section of the breast wall; the breast wall and the front rail track beam are connected through an oil pressure damping support. The rear rail track beam and the rear rail pile cap beam are connected through a shock insulation support; a transition plate covers the shock insulation groove; two ends of the transition plate are respectively placed on the breast wall and the front rail track beam; the top-layer steel pull rod is connected with the front rail track beam and the rear rail track beam; the bottom-layer steel pull rod is connected with the front wall and the anchorage wall; the front wall and the front rail supporting pile are located below the breast wall. The rear rail supporting pile is located below the rear rail pile cap beam. The structure has the advantages of being excellent in anti-seismic performance, reliable in structure, convenient to maintain and controllable in cost.
本发明公开了一种板桩码头分离式减隔震结构及其施工方法,所述结构包括胸墙、前轨轨道梁、后轨轨道梁、过渡板、隔震支座、顶层钢拉杆、底层钢拉杆、前墙、锚碇墙、前轨支承桩、后轨支承桩、后轨桩帽梁、油压阻尼撑;胸墙和前轨轨道梁之间有隔震沟;前轨轨道梁搁置在胸墙的外伸悬臂段上;胸墙和前轨轨道梁通过油压阻尼撑连接;后轨轨道梁和后轨桩帽梁通过隔震支座连接;所述隔震沟上覆盖过渡板;过渡板两端分别搁置在胸墙上和前轨轨道梁上;顶层钢拉杆连接前轨轨道梁和后轨轨道梁;底层钢拉杆连接前墙和锚碇墙;前墙和前轨支承桩位于胸墙下方;后轨支承桩位于后轨桩帽梁下方。本结构具有抗震性能优越、结构可靠、维护方便、成本可控的特点。
Sheet pile wharf separation type seismic mitigation and isolation structure and construction method thereof
The invention discloses a sheet pile wharf separation type seismic mitigation and isolation structure and a construction method thereof. The structure comprises a breast wall, a front rail track beam, a rear rail track beam, a transition plate, a seismic isolation support, a top layer steel pull rod, a bottom layer steel pull rod, a front wall, an anchorage wall, a front rail supporting pile, a rear rail supporting pile, a rear rail pile cap beam and an oil pressure damping support. A shock insulation groove is formed between the breast wall and the front rail track beam; the front rail track beam is placed on the overhanging cantilever section of the breast wall; the breast wall and the front rail track beam are connected through an oil pressure damping support. The rear rail track beam and the rear rail pile cap beam are connected through a shock insulation support; a transition plate covers the shock insulation groove; two ends of the transition plate are respectively placed on the breast wall and the front rail track beam; the top-layer steel pull rod is connected with the front rail track beam and the rear rail track beam; the bottom-layer steel pull rod is connected with the front wall and the anchorage wall; the front wall and the front rail supporting pile are located below the breast wall. The rear rail supporting pile is located below the rear rail pile cap beam. The structure has the advantages of being excellent in anti-seismic performance, reliable in structure, convenient to maintain and controllable in cost.
本发明公开了一种板桩码头分离式减隔震结构及其施工方法,所述结构包括胸墙、前轨轨道梁、后轨轨道梁、过渡板、隔震支座、顶层钢拉杆、底层钢拉杆、前墙、锚碇墙、前轨支承桩、后轨支承桩、后轨桩帽梁、油压阻尼撑;胸墙和前轨轨道梁之间有隔震沟;前轨轨道梁搁置在胸墙的外伸悬臂段上;胸墙和前轨轨道梁通过油压阻尼撑连接;后轨轨道梁和后轨桩帽梁通过隔震支座连接;所述隔震沟上覆盖过渡板;过渡板两端分别搁置在胸墙上和前轨轨道梁上;顶层钢拉杆连接前轨轨道梁和后轨轨道梁;底层钢拉杆连接前墙和锚碇墙;前墙和前轨支承桩位于胸墙下方;后轨支承桩位于后轨桩帽梁下方。本结构具有抗震性能优越、结构可靠、维护方便、成本可控的特点。
Sheet pile wharf separation type seismic mitigation and isolation structure and construction method thereof
一种板桩码头分离式减隔震结构及其施工方法
ZHOU QINGQUAN (Autor:in) / JIANG YI (Autor:in) / XU JUN (Autor:in) / WU ZHILIANG (Autor:in)
01.11.2024
Patent
Elektronische Ressource
Chinesisch
High-pile wharf seismic mitigation and isolation design method based on performance
Europäisches Patentamt | 2024
|Gravity type anchor body sheet pile wharf structure and construction method thereof
Europäisches Patentamt | 2023
|Europäisches Patentamt | 2024
|Europäisches Patentamt | 2022
|Analysis of seismic damage mitigation for a pile-supported wharf structure
British Library Online Contents | 2019
|