混凝土回弹报告模板

1、建建设设工工程程质质量量检检测测有有限限责责任任公公司司回回弹弹法法检检测测混混凝凝土土抗抗压压强强度度报报告告工工程程名名称称委委托托编编号号12-17-0001建建设设单单位位检检验验依依据据JGJ/T 23-2011报报告告编编号号1242-17-0001委委托托单单位位委委托托人人委委托托日日期期2017/6/12见见证证单单位位见见证证人人报报告告日日期期2017/6/12构构件件名名称称桩使使用用曲曲线线统一测强曲线检检测测仪仪器器HT225PH2-E回弹仪砼砼弹弹击击面面侧弹弹击击方方向向水平序序号号构构 件件 部部 位位 成成型型日日期期强强度度等等级级平平均均碳碳化化深深度度

2、mmmm测测 区区 平平 均均 强强 度度 换换 算算 值值 f fc ccucu强强度度平平均均值值mfmfc ccucu标标准准差差值值SfSfc ccucu判判定定条条件件强强度度推推定定值值f fcu,ecu,e1 12 23 34 45 56 67 78 89 91010f fc ccu,mincu,minmfmfc ccu-cu-1.645*S1.645*Sf fc ccucu11#桩2016年12月C302.035.630.933.033.433.934.735.235.636.131.734.01.830.931.131.122#桩2016年12月C302.034.229.53

3、3.732.530.834.534.233.932.032.632.81.629.530.130.133#桩2016年12月C302.036.033.834.230.831.432.133.235.334.531.933.31.730.830.530.544#桩2016年12月C302.035.836.332.133.732.833.234.733.035.631.733.91.631.731.231.255#桩2016年12月C302.031.234.033.435.534.433.831.032.430.432.932.91.630.430.230.266#桩2016年12月C302.03

4、6.136.032.435.535.230.731.033.532.531.733.52.130.730.030.077#桩2016年12月C302.033.535.235.833.131.931.633.530.633.933.633.31.630.630.730.788#桩2016年12月C302.032.931.535.736.032.136.231.934.931.035.333.82.131.030.430.499#桩2016年12月C302.034.335.530.835.233.932.132.635.431.332.633.41.730.830.530.51010#桩2016年

5、12月C302.031.135.836.134.831.433.635.131.435.436.534.12.131.130.730.7备备注注批批准准：审审核核：检检验验：36.132.531.336.032.032.736.535.030.330.436.134.031.734.035.332.531.632.030.933.830.231.134.334.635.735.233.632.632.534.234.730.434.131.133.832.331.330.533.035.831.630.133.034.231.535.932.531.736.134.333.731.530.832.432.531.333.831.130.533.435.731.133.931.634.933.033.132.832.032.436.034.633.531.332.335.033.033.333.9