检验报告中-英版.doc

2•检验报告无编制、审核.批准人员签字无效3 •检验报告涂改无效,4.未经书面许可不得复制报吿（完整复制除外）,复制的检验报告未重新加盖紋检验专用 章”或“委托检验专用章”无效 .、5・委死检验分为：委托型式、委托抽样、逅托送样三种：•般俏况，“委托忙唸像魏是 指按产品标准要求的梨式检验项II进行的全项H检验,其他委托检验均是指按产站鑼耍 求进行的部分项廿检验6「送样”检验时•样品的真实性由送样单位负臥检验报松需加盖r又对來样贲贵•‘？ 样章7・检验报告需加詛骑缝章＜：8・对于委托检验返冋样晶,委托方（制造单位）接到通知后I fiFI内不取15,按弃样处理委托单位:武钢集团钢丝绳厂单位地址：武汉市阳逻经济开发区滨江人道特1巧联系及：13349862211朱云翔邮政编码:430000受理单位:铁道部产品质量监督检验中心佚道建筑检验诂单位地址:北京市西育•门外大柳树路2号联系:路电：49305、74394、74397 市电：010-51849305. 5）874394. 51874397：路电：49305 市电：（）10-51^9305邮政编码:100081emai 1 地址:sunlu@rai Is. com. cn(2010) TJ Zi No. W125Page 1 of3Inspection Station of Railway Engineering of Product Quality Supervision andInspection Center of Railway MinistryThe First Pagt of Inspection ReportName ofproductSteel strand for prestressed concreteType andspecificationIx7-(pl5.2 0・ 1860Brand/labelEntrusting partySteel Wire Rope Plant ofWISCOManufacturerSteel Wire Rope Plant ofWISCOCategory ofinspectio nEntnisted inspectionSource of sampleSending samples by the entmsting partyDate ofsamplingQuantity of samples3-1, (2 in reserve)Date ofmanufacture / batchNo. of samples10W125Date of samples arrivingFeb. 4,2010Instruction forsamplesNo obvious apparent defectsPlan ofsamplingCreteria ofinspectionGB/T5224-2003 Steel strand for prestressed concreteItem ofinspectionMaximal load of whole steel strand, specified non-proportional stretching force, elongation rate at maximal load、modules elasticity, relaxation ratioMain apparatus of inspectionUniversal testing machine, Relaxation testing machineAddress ofinspectio nInspection Station ofRailway Engin eeringDate of inspectionFrom Feb. & 2010 toMar. 30, 2010ConclusionThe inspections for the samples of Maximal load of whole steel strand, specified non-proportional stretching force, elongation rate at maximal load, modules elasticity and relaxation ratio accord with the technical requirements ofGB/ T5224-2003.RemarkMaded by: Examined by: Approved by:The Inspection Report shall be only used for sampling・(seal)Special seal of Entrusted Inspection of Inspection Station of Railway Engineering of Product Supervision and Inspection Center of Railway Ministry (seal)(2010) TJZi No. W125Page 2 of3Inspection Station of Railway Engineering of Product Quality Supervision andInspection Center of Railway MinistryQuality Inspection Report of Steel Strand for Prestressed ConcreteSNItem ofinspectionTechnical requirementsUnitResults of inspectionRemarklow 125-210W125-310W125-410W125-51Maximal load ofwhole steelstrand>260kN2712612632Specified non-proportional stretching force>234kN2502502503elongation rate at maximal load>3.5%6.64.35.94Modules elasticity19510Gpa1981991965Relaxation ratio<2.5%1.58The initial load shall be 70% of maximal normial load lOOh. Relaxation ratio: 1.22%The following is blank.(2010) TJZi No. W125Page 4 of 4Notes1. The report will be invalid if there is no special stamp for inspection9 or "special stamp for entrusted inspection55.2. The report will be invalid if there is no preparer, auditor and certifiers signatures.3. The report if altered will be invalid・4. No reproduction is allowed with no written consent (except those entirely reproduced) and the reproduced report will be invalid if no special stamp for inspection9 or "special stamp for entrusted inspection1^ is reaffixed・5. The entrusted inspection shall consist of entrusted type, ent ms ted sampling, and entrusted sample presentation; gen erally, "entrusted type99 inspection means inspection of all items for type inspection as required in Production Standard, other entmsted inspection means inspection of partial items as required in Production Standard・6. In case of ^presenting sample^ for inspection, the sample presenter shall be responsible for the authenticity of the sample and。