回彈法檢測(cè)混凝土強(qiáng)度報(bào)告自動(dòng)計(jì)算表

1、*建設(shè)項(xiàng)目回彈法混凝土抗壓強(qiáng)度檢測(cè)報(bào)告承包單位合同號(hào):監(jiān)理單位號(hào):試驗(yàn)依據(jù)、標(biāo)準(zhǔn)JGJ/T 23-2001工程部位*混凝土澆筑日期2014.11.23檢測(cè)日期2014.12.12構(gòu)編號(hào)/回 彈 儀型號(hào)ZC3-A件部位率定值80±2情設(shè)計(jì)強(qiáng)度等級(jí)C30配制強(qiáng)度43.2回彈角度90°況齡期天19混凝土泵送測(cè)區(qū)編號(hào)123斗567S910133383234323435382932測(cè)234333132353233343334回334353431373935333434434363634353535343532535353434353334353530點(diǎn)6373635353636383

2、83231734333333323534333534彈836373535333435343329934342837343634343435讀1034363034373335363234113537323336353834343612333330373736313232301332332835363635313335值數(shù)14363232313335293236331536333433323635363434163734323135353333333434.634.532.433.734.835.134.534.033.533.2測(cè)區(qū)平均值34.634.532.433.734.835.134.53

3、4.033.533.234.634.532.433.734.835.134.534.033.533.2檢測(cè)角度向下方向角度修正值0000000000角度修正后34.634.532.433.734.835.134.534.033.533.2澆筑面修正值1000000000澆筑面修正后35.634.532.433.734.835.134.534.033.533.2平均碳化深度值(mm)0.531.930.026428.630.531.030.029.128.227.731.930.026428.630.531.030.029.128.227.731.930.026428.630.531.030.0

4、29.128.227.7泵送碇修正值強(qiáng)度平均值(MPa)最小測(cè)區(qū)強(qiáng)度值(MPa)強(qiáng)度標(biāo)準(zhǔn)羞檢測(cè)結(jié)果329326.41.66強(qiáng)度推定值(MPa)29.6檢測(cè):記錄:審核：泵送混凝土修正值碳化深度（mm）抗壓強(qiáng)度值（Mpa）0. 0； 0. 5； 1. 0：配制強(qiáng)度（Mpa）W40455055修正值（Mpa）4.531.501. 5； 2. 0：配制強(qiáng)度（Mpa）W303540-修正值（Mpa）31.50W2046.626.6253035404525-1. 6558.233.238.243.248.253.25069.959.9非水平角度澆筑而修正修正用友值向上向下表而底而90°90&#

5、176;修正值修正值ZU4Z20.1-5. 99420.2-5. 98420.3-5. 97420.4-5. 96420.5-5. 95420.6-5. 94420.7-5. 93420.8-5. 92420.9-5.91421-5.942.4-2.921. 1-5. 89421.2-5. 88421.3-5. 87421.4-5. 86421.5-5. 85421.6-5. 843.921.7-5. 833.921.8-5. 823.921.9-5.813.922-5.83.92.3-2.822. 1-5.83.922.2-5.83.922.3-5.83.922.4-5.83.922.5-5

6、.83.922.6-5.73.922.7-5.73.9測(cè)區(qū)平均值 測(cè)區(qū)混凝土 強(qiáng)度換算值22.8-5.73.9(MPa)22.9-5.73.923-5.73.92.2-2.724-5.63.82. 1-2.625-5.53.82-2.526-5.43.71.9-2.427-5.33.71.8-2.328-5.23.61.7-2.229-5. 13.61.6-2. 130-53.51.5-231-4.93.51.4-1.932-4.83.41.3-1.834.631.933-4.73.41.2-1.733. 1-4. 693.433.2-4. 683.433.3-4. 673.433.4-4.

7、663.433.5-4. 653.433.6-4. 643.333.7-4. 633.333.8-4. 623.333.9-4.613.334-4.63.31. 1-1.634. 1-4.63.334.2-4.63.334.3-4.63.334.4-4.63.334.5-4.63.334.6-4.53.334.7-4.53.234.8-4.53.234.9-4.53.235-4.5311-1.535. 1-4.53135.2-4.53135.3-4.53135.4-4.53135.5-4.53135.6-4.43135.7-4.4335.8-4.4335.9-4.4336-4.430.9-1.

8、436. 1-4.4336.2-4.4336.3-4.4336.4-4.4336.5-4.4336.6-4.3336.7-4.3336.8-4.3336.9-4.3337-4.330.8-1.337. 1-4.3337.2-4.3337.3-4.3337.4-4.3337.5-4.3337.6-4.2337.7-4.2337.8-4.2337.9-4.2338-4.230.7-1.238. 1-4.2338.2-4.2338.3-4.2338.4-4.2338.5-4.2338.6-4. 1338.7-4. 1338.8-4. 1338.9-4. 1339-4. 130.6-1. 139. 1

9、-4. 09339.2-4. 08339.3-4. 07339.4-4. 06339.5-4. 05339.6-4. 04339.7-4. 03339.8-4. 02339.9-4.01340-430.5-141-430.4-0.941. 1-4341.2-4341.3-4341.4-4341.5-4341.6-3.92.941.7-3.92.941.8-3.92.941.9-3.92.942-3.92.90.3-0.843-3.92.90.2-0.743. 1-3.92.943.2-3.92.943.3-3.92.943.4-3.92.943.5-3.92.943.6-3.82.843.7-3.82.843.8-3.82.843.9-3.82.844-3.82.80. 1-0.645-3828451-3828452-3828453-3828454-3828455-3828456-3727457-3727458-3727459-372746-372747-3727471-3727472-3727473-3727474-372