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古金赤水河大桥主桥总体设计

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古金赤水河大桥主桥为(83.5+173.5+575+173.5+83.5)m半飘浮体系双塔双索面斜拉桥.主梁采用双边主梁断面钢-混组合梁,由工字钢主梁和混凝土桥面板组成,全宽43.8 m,设置裙板抑制主梁涡振.桥塔为下塔柱内收的A形塔,南、北塔塔高分别为217 m和261m.由于山区超高桥塔塔墩景观效果欠佳,采用超高塔柱无塔墩方案,桥塔采用嵌岩群桩基础;针对山区桥梁养护不便的情况,索塔锚固采用耐候钢钢锚梁;针对剪力钉在拉拔力作用下承载能力降低问题,采用以开孔板连接件为主的钢-混结合构造实现锚梁牛腿壁板与塔壁连接.斜拉索采用公称直径15.20 mm、标准抗拉强度1 860 MPa的钢绞线拉索,全桥共4×23对(184根),空间双索面扇形布置.由于斜拉索锚拉板+外置减振阻尼器景观效果不佳,选用全内置减振阻尼器方案.
Overall Design of Gujin Chishui River Bridge
The main bridge of Gujin Chishui River Bridge is a two-pylon cable-stayed bridge of a semi-floating system.Arranged in spans(83.5+173.5+575+173.5+83.5)m,the superstructure consists of steel I girders and concrete panels and measures 43.8 m in full length,with skirt boards for vortex-induced vibration suppression.Supported by rock-embedded piles,the pylons are A-shaped structures rising 217 and 261 m,featuring the inwardly-inclined legs.The designers gave up pylon piers and allowed the pylons to have very long legs,to maximize the landscaping effect.The steel anchor beams in the cable-pylon anchorage zones are made of weathering steel to reduce future maintenance.The corbels of steel anchor beams are connected with pylon walls mainly via PBL connectors to avoid load bearing capacity loss under uplift forces.The stay cables are composed of steel strands with nominal diameter and tensile strength of 15.20 mm and 1 860 MPa,respectively.The total 184 stay cables(4×23)are fanned out in spatial double cable planes.Fully built-in dampers,instead of the combined utilization of anchor plates and external dampers,are installed out of aesthetic consideration.

cable-stayed bridgehighway bridgecomposite girderdouble I edge girderspylonstay cablesteel anchor beam of weathering steelbridge design

陈虎成

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中交公路规划设计院有限公司,北京 100010

斜拉桥 公路桥 组合梁 双边工字梁 桥塔 斜拉索 耐候钢钢锚梁 桥梁设计

2024

桥梁建设
中铁大桥局集团有限公司

桥梁建设

CSTPCD北大核心
影响因子:1.428
ISSN:1003-4722
年,卷(期):2024.54(2)
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