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临猗黄河大桥主桥方案构思与比选研究

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为获得临猗黄河大桥主桥合理的桥型方案,以指导施工图设计,从桥梁建设条件出发,对桥梁基础形式、施工方法、桥梁跨径及桥型进行构思,重点对PC连续刚构桥、板桁组合梁桥、钢箱组合梁桥及工字钢组合梁斜拉桥4个主桥桥型方案进行同深度设计与比选研究.结果表明:PC连续刚构桥下部结构造价占总造价的69%,桩基础利用效率低;工字钢组合梁斜拉桥造价大幅度超工可批复估算,且索塔及拉索对保护区鸟类栖息和迁徙干扰大;钢箱组合梁桥钢材利用效率优于相同建设规模的板桁组合梁;临猗黄河大桥主桥推荐采用跨径128 m连续钢箱组合梁.
Scheme Conceptualization and Comparison Study of Main Bridge of Linyi Yellow River Bridge
In order to obtain a reasonable bridge-type plan for the main bridge of Linyi Yellow River Bridge to guide the design of the construction drawing,starting with the bridge construction conditions,this paper conceptualizes the bridge foundation forms,construction method,bridge spans,and bridge types and conducts the same depth design,comparison,and study of four main bridge type schemes of PC continuous rigid bridge,plate-truss composite girder bridge,steel box composite girder bridge,and I-beam composite cable-stayed bridge.The results show that the PC continuous rigid bridge's cost occupies 69%of the total,and the utilization rate of the pile foundation is low.The cost of the I-beam composite cable-stayed bridge exceeds the estimate of the engineering feasibility study,and the cable bend tower and ties greatly disturb the habitat and migration of birds in the conservation area.The utilization rate of the steel box composite girder bridge is better than that of the plate-truss composite girder bridge with the same construction scale.So it is recommended that the main bridge of Linyi Yellow River Bridge adopt the continuous steel box composite girder bridge with a span of 128 m.

the main bridge of Linyi Yellow River Bridgescheme conceptualizationcontinuous rigid bridgecomposite girder bridge

王彬、季建东、韩锋、臧博

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山西交科公路勘察设计院有限公司,山西 太原 030032

临猗黄河大桥主桥 方案构思 连续刚构桥 组合梁桥

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(5)