超 声 回 弹 综 合 法 测 试 计算表
工程名称：编 号结构测区名称12345678910强度计算说明测试：14139373839404142414039383840423541393838 某建筑工程测试回弹值Ri23938383943394438393842394541383843403942339393936374143383839384238384538414249424424034344040373744364141393942393842413853735383947374235413839434941423535434042638384040383842404238394239354236364242417384538393940374537384143383939373645414283939374140393938413942413741353937423941mfcu=c炭化回弹平深度测试测试面均值di角度状况Rm(mm)90909090909090909090干燥干燥干燥干燥干燥干燥干燥干燥干燥干燥37.938.838.239.439.739.140.739.238.840.440.8Mpa;某有限公司施工单位：超声声时值(μs)修正后回弹值测距声速V角度角度测面测面L123tm(mm)(km/s)修正修正修正修正值后值后0.00.00.00.00.00.00.00.00.00.038.838.239.439.739.140.739.238.840.440.80.00.00.00.00.00.00.00.00.00.0c检测日期：超声修正测面后声换算强度速修正系数(km/s)11111111114.7044.6774.7584.7954.7674.7134.6334.7314.7864.75835.336.635.538.139.037.839.336.236.939.940.0Mpa38.838.239.439.739.140.739.238.840.440.886.588.088.085.588.085.086.585.584.083.51.6087.588.085.586.585.085.586.583.585.585.5Mpa;87.587.085.084.585.090.592.591.087.589.587.287.786.285.586.087.088.586.785.786.24104104104104104104104104104104.7044.6774.7584.7954.7674.7134.6334.7314.7864.758fcu,min=c1-F(梁n=10Sfcu=回弹仪型号编号率定值记录：超声仪计算：型号编号仪器零值(μs)检测依据：混凝土设计强度等级
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