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人字形异形塔柱钢混组合梁斜拉桥施工监控技术

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科特迪瓦科科迪桥项目主桥为全长630 m的人字形异形塔柱钢混组合梁斜拉桥,桥塔高107.6 m,结构复杂,施工监控精度要求高.为保证大桥施工中的结构安全和目标状态实现,针对异形主塔进行了关键断面和局部节点处的应力分布跟踪分析,同时进行了塔柱高程和斜塔肢横向倾斜角度的控制.此外,还对主梁的制造线形和安装线形进行了计算分析.为了消除重索套管对斜拉索钢绞线张拉的影响,采用了分级张拉方法,并通过理论钢绞线拔出量来控制张拉索力.施工实践表明,监测结果与理论计算值相符,线形和应力情况与预期一致,进一步验证了所采用的关键监控技术的有效性.
Construction Monitoring Technology for Herringbone Special-shaped Columns and Steel-Concrete Composite Beams Cable-stayed Bridges
The main bridge of the Cocody Bridge in Cote d'Ivoire is a herringbone space special-shaped single-tower cable-stayed bridge with steel-concrete composite beams,with a total length of 630 meters and a tower height of 107.6 meters.The structure is complicated,imposing high requirements on the construction monitoring accuracy.In order to ensure the structural safety during the bridge construction process and achieve the target state for forming a bridge,the stress distribution and level at key sections and local nodes of the special-shaped main tower,and control of the elevation of the tower column and the lateral inclination angle of the leaning tower legs are performed,and the manufacturing line and installation line of the main beam are calculated and analyzed.In order to eliminate the influence of heavy cable sleeves on the tensioning of steel strands in cable-stayed cables,graded tension is used and the theoretical steel strand pull-out amount is used to control the tension force.Construction practice has shown that the measured values of the various monitoring results are in good agreement with the theoretical calculation values,and the linear situation and stress conditions are in line with expectations,which further confirms the effectiveness of the key technology adopted for monitoring.

bridge engineeringcable-stayed bridgeconstruction monitoringspecial-shaped main towerparallel strand stay cable

周先念、卞佳、朱帆

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中交路桥建设有限公司 北京市 100027

桥梁工程 斜拉桥 施工监控 异形主塔 平行钢绞线斜拉索

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(6)
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