混凝土回弹数据自动计算表格

选择混凝土种类,,,,,,,,,回弹法评定混凝土强度检测记录,,,,,,,,,,,,,,表号：中南建设工程质量部,,,,,,★本软件建设产业集团工程质量部已经按JGJ/T23-2011规范进行了更新

泵送,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

子分公司,,,苏北分公司,,,,,,工程名称,,,科创大厦,,,,,回弹部位,,2层1段竖向,,,,达到设计强度,,,84.4%,,,

检测部门,,,技术质量,,,,,,浇筑日期,,,2015.9.14,,,,,回弹日期,,2015.10.24,,,,混凝土龄期,,,40,,,

编号,,测试回弹值Ri,,,,,,,,,,,,,,,,碳化深度(mm),测试角度（度）,测试面状况,回弹平均值,修正后回弹值,,,,测区强度值（MPa）,备注,,

构件名称,"测

区

",1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,,,,,角度修正值,角度修正后,测试面修正值,测试面修后,,,,

,1,36,41,37,38,36,40,37,40,38,39,36,38,36,37,37,39,0.5,,侧面,37.6,0.0,37.6,0.0,37.6,38.4,,,

,2,33,34,36,38,39,34,38,40,39,40,35,39,35,39,36,39,0.5,,侧面,37.4,0.0,37.4,0.0,37.4,38.1,,,

,3,36,38,37,36,38,40,36,38,40,38,37,40,37,40,40,41,0.5,,侧面,38.4,0.0,38.4,0.0,38.4,40.1,,,

,4,40,38,37,40,39,38,36,38,41,40,40,41,37,33,38,39,0.5,,侧面,38.8,0.0,38.8,0.0,38.8,40.9,,,

,5,39,37,38,40,43,38,39,36,37,35,38,37,38,38,39,39,0.5,,侧面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,6,34,36,38,39,34,36,39,40,37,41,37,41,39,35,38,39,0.5,,侧面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,7,38,37,36,38,40,38,40,41,37,37,38,35,40,37,36,38,0.5,,侧面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,8,38,37,40,39,38,38,38,37,38,38,39,37,41,37,40,39,0.5,,侧面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,9,37,38,40,43,38,39,38,38,37,36,38,37,37,38,39,35,0.5,,侧面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,10,40,37,41,37,40,37,41,37,35,38,37,38,38,39,40,37,0.5,,侧面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,11,41,37,37,38,41,37,37,38,38,39,38,37,36,38,41,37,0.5,,侧面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,12,37,38,38,39,37,38,38,39,39,40,35,39,35,39,38,38,0.5,,侧面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,13,38,37,36,38,38,37,36,38,40,38,37,40,37,38,40,43,0.5,,侧面,38.0,0.0,38.0,0.0,38.0,39.2,,,

,14,38,39,34,37,40,39,38,38,41,40,40,41,37,38,39,34,0.5,,侧面,38.6,0.0,38.6,0.0,38.6,40.5,,,

,15,36,38,40,38,40,43,38,36,37,35,38,37,38,36,38,40,0.5,,侧面,37.8,0.0,37.8,0.0,37.8,38.8,,,

强度换算,,,n=,15,mcfcu=,,39.3,,Mpa,,scfcu=,,0.8,,Mpa,,fccu，min=,,,38.1,,Mpa,"强度推定值fcu,e=",,,,38.0,Mpa,单个检测和批检测如何划分，应参照JGJ/T23-2011进行划分。

说明,,,回弹仪,型号,,,JZC-H,,,测试资质,,,回弹仪检定证号,,,,,,,,其他,检测依据,,,,,,,

,,,,编号,,,03020103,,,,,,审核人员,,,,,,,,,混凝土设计强度等级,,,,,C,45,

,,,,率定值,,,,,,,,,测强曲线类别,,,,,,,,,检测时环境温度（℃）,,,,,,,

,测试,,,,,记录,,,,,,计算,,,,,,,复核,,,,,共页第页,,,,38,

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,605,,,,,,,,,备注,,,,,,,,,,,,,,,,,,,

,594,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,612,,,1、所有检测必须对碳化深度进行测定，详询各子分公司技术质检科。,,,,,,,,,,,,,,,,,,,,,,,,,

,615,,,2、为防止误删，表格已锁定，如有疑问请与生产管控中心质量部联系。,,,,,,,,,,,,,,,,,,,,,,,,,

,611,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,603,,,,,,,,,,,,,生产管控中心工程质量部,,,,,,,,,,,,,,,

,606,,,,,,,,,,,,,,,,2013年10月,,,,,,,,,,,,

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