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NDE applications in an anchor bolt and sign bridge inspection program

机译:NDE在地脚螺栓和标志桥检查程序中的应用

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Abstract: Wisconsin Department of Transportation implemented anAnchor Bolt Inspection Program and Sign BridgeInspection Program in 1990 for cantilever & overheadsign structures, high mast light towers, interstatelight towers, and signal masts. All cantilever &overhead sign structures and high mast light towershave been inspected in-depth 'hands on' during thistime period while implementation of inspectioncontinues for interstate light towers and signal masts.The program requires an experienced inspection team anda practical inspection approach. Inspection preparationincludes review of all background information such asdesign plans, design computations, construction plans,shop plans, and maintenance history. An inspection planis developed. Special emphasis is placed on determiningtype of structure, type of material, welding details.For anchor bolts, type of material, cut or rolledthreads, type of coating, and method of placement areimportant issues. Inspection emphasis are on 'hands on'and Nondestructive evaluation. Special emphasis isplaced visual conditions of sign structures and anchorbolts (cut or rolled threads, straightness, corrosion,nut tension, etc.) along with ultrasonic inspection.This program places a strong emphasis on NonDestructive Testing (NDT), especially ultrasonic.Procedures and inspection calibrations for anchorbolts, are developed from similar anchor bolt geometryand material type. Cut notches are placed in the anchorbolts at locations of possible failure. NDT inspectioncalibrations are performed from these bolts. Reportdocumentation includes all design plans, pictorialdocumentation of structural deficiencies, sketches,nondestructive evaluation reports, conclusions, andrecommendations. This program has been successful inlocating critical cracks and failed members on existingsign structures and new sign structures less than sixmonths old. Also, failed anchor bolts and criticalcracks have been located on high mast light towers. !0
机译:摘要:威斯康星州交通部于1990年实施了悬臂和高架标志结构,高桅杆灯塔,州际灯塔和信号桅杆的锚杆检查计划和标志桥检查计划。在此期间,对所有悬臂和高架标牌结构以及高桅杆灯塔进行了深入的“动手检查”,同时继续执行州际灯塔和信号桅杆的检查。检验准备包括对所有背景信息的审查,例如设计计划,设计计算,施工计划,车间计划和维护历史记录。制定了检查计划。特别强调确定结构的类型,材料的类型,焊接细节。对于地脚螺栓,材料的类型,切割或轧制的螺纹,涂层的类型以及放置方法是重要的问题。检查的重点是“动手”和无损评估。特别重点是标志结构和锚栓的视觉条件(切割或轧制的螺纹,平直度,腐蚀,螺母张力等)以及超声检查,该程序特别强调了无损检测(NDT),特别是超声检查。锚固螺栓的校准是根据类似的锚固螺栓几何形状和材料类型开发的。可能在发生故障的位置将切槽置于锚栓中。通过这些螺栓进行NDT检查校准。报告文档包括所有设计计划,结构缺陷的图形文档,草图,无损评估报告,结论和建议。该程序已成功定位了关键裂缝,并在不到六个月的旧标志结构和新标志结构上破坏了成员。另外,高桅杆灯塔上也有失效的地脚螺栓和爆裂裂纹。 !0

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