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温州瓯江北口大桥施工期索夹抗滑移控制

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温州瓯江北口大桥为主跨2×800 m的三塔四跨双层钢桁梁悬索桥,主跨钢桁梁采用1 000 t缆载吊机大节段吊装,施工期索夹受力大、索夹螺杆紧固力损失大,索夹滑移风险高.为给施工期索夹滑移风险评估和抗滑移控制措施提供依据,在《公路悬索桥设计规范》(JTG/T D65-05-2015)索夹抗滑移系数计算公式的基础上,考虑索夹上临时荷载、主缆轴力增加引起的主缆直径变小和主缆丝股重新排列、螺杆时变效应造成的索夹螺杆紧固力损失,提出适用于大跨悬索桥施工期的索夹抗滑移系数计算方法,分析主要参数对施工期索夹抗滑移系数的影响,并评估该桥施工期索夹抗滑移风险,提出索夹抗滑移控制措施.结果表明:钢桁梁吊装过程中,索夹倾角变化大,应采用当前施工阶段索夹倾角计算施工期索夹抗滑移系数,主缆轴力增加引起主缆直径变小是造成索夹滑移的主要原因之一;该桥除主跨跨中钢桁梁节段对应索夹抗滑移系数满足规范要求外,其余索夹抗滑移系数均不满足规范要求.根据索夹滑移风险评估结果,采取紧固索夹螺杆的抗滑移控制措施,并明确了该桥索夹螺杆紧固次数和时机.该桥采取索夹抗滑移控制措施后,施工过程中索夹均未出现滑移现象.
Cable Clamp Slip Control for Oujiang River North Estuary Bridge in Wenzhou During Construction
The Oujiang River North Estuary Bridge in Wenzhou is a steel truss girder suspension bridge with three pylons that create two main spans of 800 m.The steel trusses in the two main spans were divided into large segments to be erected by the 1 000 t-capacity lifting cranes mounted on the main cables.The cable clamps were prone to slip during construction due to the large imposed forces on cable clamps and the loss of the tightening forces of cable clamp bolts.Based on the formulas to calculate slip coefficients of cable clamps given in Specifications for Design of Highway Suspension Bridge(J TG/T D65-05-2015),methods to calculate the slip coefficients of cable clamps of long-span suspension bridge during the construction process are proposed,taking into account the diameter shrinkage of main cables caused by temporary loads on cable clamps and the increase of main cable axial forces as well as the loss of tightening forces of cable clamp bolts induced by the rearrangement of steel strands of main cables and the time-varying effect of cable clamp bolts.In addition,the influence of main parameters on the slip coefficients of cable clamps during construction was analyzed,the slip risk was predicted,and the measures to control slip of cable clamps were proposed.As per the analysis,it is proper to use the cable clamp inclination angles at an exact construction stage to calculate their slip coefficient,considering that the inclination angles of cable clamps would undergo big change during the erection of steel truss segments.The increase of axial forces of main cables would induce shrinkage of the main cable diameter,and in turn trigger slip of cable clamps.Apart from the midspan cable clamps of the main spans,the slip coefficients of the remaining cable clamps did not meet the requirements.In accordance with the slip risk prediction,the bolts of cable clamps were tightened for slip control.And the tightening times and timing were worked out.After taking control measures,no cable clamp slip was observed during construction.

suspension bridgecable clamp slipslip coefficientmain cable axial forcebolt tightening forcecable clamp inclinationtighteningslip control

厉勇辉、彭成明、彭志辉、徐鑫

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中交第二航务工程局有限公司,湖北武汉 430030

长大桥梁建设施工技术交通行业重点实验室,湖北武汉 430030

交通运输行业交通基础设施智能制造技术研发中心,湖北武汉 430030

中交公路长大桥建设国家工程研究中心有限公司,湖北武汉 430030

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悬索桥 索夹滑移 抗滑移系数 主缆轴力 螺杆紧固力 索夹倾角 紧固 滑移控制

中交集团科技研发项目

2019-ZJKJ-25

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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