1、回弹地下室1#板回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:001施工单位中国对外建设有限公司浇筑时间2012.12.12检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室二层顶板1-6轴A-E轴4444464743424849474447464446474545.641.941.142.5评定24944464548484850444544484744454
2、446.042.341.543.2平均mfcuc=42.335044494448474748474443454442454445.541.841.042.344248484749424642474646474744484646.442.742.044.1标准差sfcuc=1.0654244434445464745494847424544464445.041.240.341.064546424844424944444642434748494545.241.440.541.4推定值fcu,e=40.674444504748444547454443444549474545.341.540.741.8
3、84945484242464448444344454447444544.841.040.140.7达设计强度94948424549484248464645444744474246.042.341.543.2104647444244434847494447484744454445.541.841.042.3102%检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C40测试: 记录: 计算: 审核:回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:002施工单位中国对外建设有限公司浇筑时间2012.11.
4、28检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室二层顶板1-6轴K-P轴4948424549484247454645464844484246.242.541.242.6评定24647444244434847494447484744454445.541.841.042.3平均mfcuc=42.234444464743424849474447464446474545.641.941.142.5449444
5、64548484850444544484744454446.042.341.543.2标准差sfcuc=0.7155044484448444547454443474642454645.341.540.741.864249494744424442444846464944484445.541.841.042.3推定值fcu,e=41.0374244434445464745494844424544464444.740.940.040.584546424844424944444642474748494545.641.941.142.5达设计强度94444504748444547454443444549
6、474545.341.540.741.8104945484242464448444347454847444545.541.841.042.3103%检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C4080设计强度C40测试: 记录: 计算: 审核: 回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:003施工单位中国对外建设有限公司浇筑时间2012.11.30检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141
7、516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室二层顶板1-6轴K-E轴4747494942464448444348454847454646.342.641.944.0评定24547494544434445474745484750484445.942.241.443.0平均mfcuc=43.134549484746424644474942474842454445.942.241.443.044446484542464849454746454743464245.742.041.242.6标准差sfcuc=0.7554843494943424449
8、424742464844444745.441.640.841.964944424549484346464548474448424445.742.041.242.6推定值fcu,e=41.974445454748474749474843454246474646.242.541.843.884547464446474447484942434746454545.842.141.342.8达设计强度94944454648484850454744484744474446.542.842.144.3105042434448464847454546474546444545.641.941.142.5105%
9、检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C4080设计强度C40测试: 记录: 计算: 审核: 回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:004施工单位中国对外建设有限公司浇筑时间2012.11.21检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室二层顶板6-11轴A-G轴484750494646
10、4448464348444847444646.642.942.144.3评定24547494544464952474750484750485047.844.243.647.1平均mfcuc=46.134551484746464644474946474847455046.843.142.444.944446484542464849454746454743464245.742.041.242.6标准差sfcuc=1.8454846494953494449524750464851484748.444.844.348.564944485049485346464948474448524948.144.5
11、44.047.9推定值fcu,e=43.174645454748474749474851455246474646.943.242.545.184547464451475247484949484746494947.644.043.446.8达设计强度94948454648484850454751484754475248.044.443.847.5105046484948464847494546474546524947.443.743.146.2108%检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C4080设计强度C40测试: 记录: 计算:
12、审核: 回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:005施工单位中国对外建设有限公司浇筑时间2012.12.6检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室二层顶板6-11轴P-G轴4947524951464848444648484847494647.844.243.647.1评定24847494544534449474749484750484747.
13、543.943.346.6平均mfcuc=46.534849484746484644514949474846454747.443.743.146.244446484548464849454746454747464846.642.942.244.5标准差sfcuc=0.8254843494943524449524749464848494748.044.443.847.564944504549485346524548474448464947.644.043.446.8推定值fcu,e=45.274845484748524749474853454846504647.644.043.446.88454
14、7464946474451484952494746494747.543.943.346.6达设计强度94944494648484849454744494749475147.844.243.647.1104748514448504847454546494546525147.443.743.146.2113%检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C4080设计强度C40测试: 记录: 计算: 审核: 回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:006施工单位中国对外建设有限公司浇筑时间20
15、13.1.1检测时间2013.5.9平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置12345678910111213141516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室一层顶板1-6轴P-K轴4647474951484548444648484847494647.343.643.046.0评定24847514544534447474744484750484747.143.442.745.4平均mfcuc=46.034850484746484644484949534846454747.543.943.346.644
16、446494548464852515246454747464847.143.442.745.4标准差sfcuc=1.1154444495143484449474746464648454746.442.742.044.164953494549485046494548514448464948.144.544.047.9推定值fcu,e=44.274845454748525149474649454846474647.243.542.945.884547464946474449484947494746525047.543.943.346.6达设计强度94944495148494849454744494
17、749474748.044.243.647.1104752484446505147454546494546484646.843.142.444.9111%检测状态干燥回弹仪型号N2-5测试角度垂直编号FT000233414Y碳化深度 率定值80设计强度C4080设计强度C40测试: 记录: 计算: 审核: 回弹法检测混凝土强度记录表 工程名称:房山区长阳镇起步区3号地北侧地块1#地下车库 回弹编号:007施工单位中国对外建设有限公司浇筑时间2013.1.7检测时间2013.5.10平行检测单位北京金海成工程建设监理公司搅拌方式商砼浇筑方式泵送测区编号测区位置123456789101112131
18、41516平均值(Mpa)角度修正值(Mpa)浇筑面修正值(Mpa)换算强度(Mpa)备 注1 地下室一层顶板1-6轴E-K轴5046484948464847494546474546524947.443.743.146.2评定24446484542464849454746454743464245.742.041.242.6平均mfcuc=45.234850484746484644484949534846454747.543.943.346.644645454748474749474851455246474646.943.242.545.1标准差sfcuc=1.6454849484746484644514949474846454747.443.743.146.264953494549485046494548514448464948.144.544.047.9推定值fcu,e=42.574845454748525149474649454846474647.243.542.945.884444495143484449474746464648454746.442.742.044.1达设计强度94948424549484248464645444744474246.042.341.543
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