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短线预制悬拼连续梁施工误差实桥试验及安装线形分析

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短线法节段预制悬拼连续梁安装线形偏差源于节段制造尺寸、质量、安装时机、温度、接缝宽度、预应力等施工误差,设置接缝垫片来纠偏安装线形易产生接缝不密实、渗水、预应力损失、整体刚度削弱等问题,但目前尚无其他有效纠偏方式.为探明短线法节段梁施工偏差及其对大跨连续梁悬拼安装线形的影响规律,依托某短线法节段预制拼装大跨连续梁桥,基于三维点云数据进行节段的虚拟拼装及线形控制,开展梁段质量、温度、胶接缝宽度等实桥测试和悬拼线形监测,分析施工偏差变化特征并基于有限元模型揭示主梁安装线形受施工偏差的影响规律,提出安装线形纠偏策略与方法.实桥试验及有限元分析结果表明:短线法预制连续梁节段质量偏差介于-6%~6%,而悬臂梁边中跨总质量偏差约4.5 t,仅为单个节段质量的1/10.以连续梁最大悬臂状态恒载产生最大挠度为基准值,可得到因节段制作尺寸、温度、胶接缝宽、存梁时间、节段质量及预应力等施工误差产生的下挠值分别为259.2%、108.9%、81.8%、20.5%、9.0%和7.5%.节段制造尺寸是引起安装线形偏差的关键,间接影响节段质量、胶接缝宽度,首节段尺寸偏差对安装线形的影响最大.节段制作尺寸若不及时纠偏,可产生最大83 mm的高程偏差.提出的节段预制逆作法和安装线形"两级纠偏"方法为大跨变截面连续梁安装线形控制提供参考.
Construction Deviation Field Test and Geometry Analysis of Continuous Beam Assembled by Short-line Match Casting Segments
Short-line match casting is a method of producing segmental pre-cast concrete bridges,but its construction deviation is almost inevitable,derived from segments manufacturing size,weight,assembling timing,temperature,seam width,prestress,etc.This destroyed assembling geometry and deviated from the target.Setting seam shims could effectively rectify the deviation of assembling geometry,but also caused incomplete seam,water seepage,prestress loss,weakening of the overall stiffness.All the same,there was no other effective way to rectify deviations.The construction deviation and its influence on the assembling geometry were investigated in this paper.It carried out field test on a continuous beam assembled by short-line match masting segments.Three-dimensional point cloud data was collected for virtual assembly and geometric control of segments.Segments weight,temperature,and seam width were monitored to obtain its construction deviation characteristics.To analyze its influence law,the characteristics was imported into the finite element model on the continuous beam bridge.The strategy and method of geometric control were also discussed.The results of field test and finite element analysis show that the deviation of segments weight is between-6%and 6%,while the total weight deviation of the segments on the same side is about 4.5 tons,which is only 1/10 of a single segment weight.It also provides other construction deviations from field test.Compared with the maximum deformation caused by dead load of continuous beam,these deform bending deflection about 259.2%,108.9%,81.8%,20.5%,9.0%,and 7.5%,respectively correspond to segments manufacturing size,temperature,seam width,assembling timing,weight,and prestress.Segments manufacturing size is the most important factor of all the construction deviation,which indirectly affecting segment weight and seam width.The first segment assembled by short-line match casting plays a key role on geometric control.A maximum vertical displacement deviation of 83 mm could be generated by segments manufacturing size.The segment inverse prefabricated method and'two-level deviation rectify'method were put out to control geometry accurately.

bridge engineeringcantilever assemblyfield testshort-line methodsegmental pre-fabricationconstruction deviationassembling geometry

刘红平、邢江、陈浩、程高、周浩、刘江

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长安大学工程设计研究院,陕西西安 710064

长安大学公路学院,陕西西安 710064

中铁第一勘察设计院集团有限公司,陕西西安 710043

桥梁工程 悬臂拼装 实桥试验 短线法 节段预制 施工误差 安装线形

陕西省重点研发计划产业创新链(群)项目陕西省秦创原"科学家+工程师"队伍建设项目陕西省交通运输科技项目

2024GX-ZDCYL-03-092022KXJ-03620-35T

2024

中国公路学报
中国公路学会

中国公路学报

CSTPCD北大核心
影响因子:1.607
ISSN:1001-7372
年,卷(期):2024.37(8)
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