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武汉罗家港互通主桥总体设计
引用本文:吴帅峰.武汉罗家港互通主桥总体设计[J].城市道桥与防洪,2023(5):65-68,88.
作者姓名:吴帅峰
作者单位:中铁大桥设计院集团有限公司武汉分公司
摘    要:武汉罗家港互通主桥采用85 m下承式简支桁架拱,为双向6车道城市桥梁。桁架拱桥横向布置2片拱肋,间距29.4 m,拱肋矢高16.9 m,矢跨比为1/6;拱肋、系杆及腹杆均采用带板式加劲肋的焊接箱型截面,拱肋间设置3道箱型截面风撑;桥面系采用密布横梁的正交异性板;桥墩采用m型门式墩,基础采用钻孔灌注桩群桩;拱桥采用支架拼装、顶推施工。

关 键 词:桁架拱  拱肋  系杆  桥面系  结构分析  桥梁设计  施工方案
收稿时间:2022/6/27 0:00:00
修稿时间:2022/8/24 0:00:00

Overall Design of Main Bridge of Luojiagang Interchange in Wuhan
wu shuai-feng.Overall Design of Main Bridge of Luojiagang Interchange in Wuhan[J].Urban Roads Bridges & Flood Control,2023(5):65-68,88.
Authors:wu shuai-feng
Abstract:The main bridge of Wuhan Luojiagang Interchange is a double-way six-lane urban bridge with the 85-m through simple-support truss arch. Two arch ribs are arranged horizontally, the spacing is 29.4 m, the rise of arch rib is 16.9 m and a rise span ratio is 1/6. Arch ribs, tie bars and web members adopt the welded box sections with plate-type stiffening ribs, and three box section wind braces are set between arch ribs. The bridge deck system adopts the orthotropic slabs with dense beams. The pier is m-type portal pier, and the foundation is constructed of cast-in-situ bored pile group. The arch bridge is constructed by support assembly and incremental launching method.
Keywords:truss arch  arch rib  tie rod  bridge deck system  structural analysis  bridge design  construction scheme
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