钢筋保护层厚度Thickness of reinforcement protection layerWord格式.docx

1、2345678910Test Angle of the test Angle of the test AngleThe number of rebounder is determined by the rebounderTest method forEvaluation on the basis ofconclusionThe test personnel of the parallel test unit shall test the record of the person who is on the jobConcrete strength test record of rebound

2、methodThe entrustment unit returns the record numberMeasurement area make up,One, two, three, four, five, six, seven, eight, nine, tenBack to theplayThe mean of the measured areaAngular correctionAfter Angle correctionThe casting surface is correctedCorrection of casting surfaceThe average carbonati

3、on depth value （）Zone strengthFcuc （N / 2 ）Strength calculation value（N / 2 ） N = mfcuc = sfcuc = fcuc. Min =Use the zone strengthTable nameTest of the unit of parallel inspectionShanxi electric power company electric power construction project civil structure entity inspection uniform formBig gas t

4、hermometry meterThe name of the work is numberedConstruction unitThe cumulative temperature accumulates in the mean temperature11121314151617181920221222324252627282930The person who is responsible for the technical charge of the official seal of the construction company shall record the personConcr

5、ete entity test （600 ? D） atmospheric temperature measurement TABThe specimen group is 1, 2, 3, 4, 5, 6, 7, 8, 9, 10tryaloveconditionSpecimen numberMix ratio numberStrength gradeMolding dateStarting the accumulative temperature （）Expect to terminate the accumulative temperature （）Actual accumulative

6、 temperature （）Initial cumulative daysEnd cumulative daysActual cumulative days （d）Note: the initial accumulative temperature and the cumulative number of days in the table can be obtained from the temperature record of the atmosphere.2, expect to terminate the accumulative temperature = starting +

7、600 accumulated temperature.3. Actual cumulative temperature = expected to terminate the cumulative temperature - the cumulative temperature.4. The actual cumulative number of days = the number of days after the cumulative number of days.Solid concrete strength acceptance recordThe name of the work

8、is called the numberThe name structure of the unit projectThe acceptance date of the applicationThe results of the supervision and acceptance of the strength evaluation results of the strength of the test pieces （MPa） in the table, the strength of the sample strength corresponds to the value of the

9、strength of the specimen. The previous line fills in the numerical value determined by GB107, and the next line is filled with the value of the calculated coefficient.This form should be accompanied by the following attachments:1. The sampling site of the same conditions shall be selected by the sup

10、ervision （construction） and construction units, with corresponding written records;2. All concrete strength grades of concrete structures should be kept in the same conditions; In the construction process, the number and maintenance methods of the maintenance specimens, sampling groups and maintenan

11、ce shall be in accordance with the provisions of section 9.1 and appendix B of this code, with corresponding written records;3, such as temperature - time cumulative method is used to （600 ? D） to determine with condition of concrete specimen equivalent curing age, shall have the corresponding tempe

12、rature measurement records;The sample of the same condition shall be carried out with the witness sampling and inspection, and the corresponding concrete strength reportConclusion:Signature project professional technical supervisor professional supervision engineer（technical director of the construc

13、tion unit project）Check record of the thickness of the reinforced protective layer of the structureComponent class sequenceNumber of reinforced protective layer thickness （） qualified rate to assess the results of the prison inspection resultsDesign value measured valuebeamplate in this table, the t

14、hickness of the protective layer for each component can be filled out.The specific quantity of the steel bar should be determined according to the specification and the actual situation.1. The structural parts of the steel protection layer thickness inspection shall be jointly selected by the superv

15、ision （construction） and construction units, with corresponding written records （plan）;2. The structural parts, component categories, number of components, quantity and location of the inspection of the thickness of the steel protection layer shall be in accordance with the provisions of section 9.1

16、 and appendix C of this code, with corresponding written records.Report on the thickness of reinforcement protection layerThe commission code numberThe date of the report of the commissionEntrust unitUnit project nameThe structure name is called the inspection classSee certificate and code number of

17、 the supervisorSteel reinforcement protection layer thicknessTest numberProtective layer thickness design value （）Protective layer thickness measured values （）Test position diagram: 1. The suspension plate focuses on the thickness of the protection layer of its root.2. The table shall be kept by the construction unit, the supervising unit and the construction unit.The test of a single approval test