混凝土试块试验结果汇总表-(同条件).doc

同条件混凝土试块试验结果汇总表 GD2301038 0 1序号施工部位强度等级C试件制作时 间试件龄期（d）试压结果（Mpa）达到强度（%）1核心筒基础承台352005-12-294645.8130.92核心筒底板-14.05-12.55m352006-01-183645.3129.43地下室底板3-13-6/3-H3-G352006-01-193644.7127.74地下室底板3-13-4/3-A3-G352006-01-263945.9131.15负三层竖向结构602006-02-253570.9118.26负三层车道梁板352006-02-253539.6113.17-2层 3-23-6/3-F3-H梁板352006-05-091335.8102.38四层3-13-6/3-B3-F竖向结构602006-06-012262.6104.39四层3-13-6/3-B3-F竖向结构602006-06-032263.1105.210五层3-13-6/3-B3-F梁板结构302006-06-052232.2107.311五层3-13-6/3-B3-F竖向结构602006-06-122162.6104.312五层3-13-6/3-B3-F竖向结构602006-06-132164.4107.313六层3-13-6/3-B3-F梁板结构302006-06-132132.7109.014六层3-13-6/3-B3-F竖向结构602006-06-202062.8104.715六层3-13-6/3-B3-F竖向结构602006-06-222063.9106.516七层3-13-5/3-B3-F梁板302006-06-222133.9113.017七层3-13-5/3-B3-F竖向结构602006-06-282062.5104.218七层3-13-5/3-B3-F竖向结构602006-06-292063.8106.319八层3-13-5/3-B3-F梁板结构302006-06-292031.7105.720十一层竖向结构602006-07-232275.0125.021十一层竖向结构602006-07-242273.5122.522十二层梁板结构302006-07-242239.9133.023首层梁板结构352006-07-252244.8128.024十二层3-13-5/3-B3-F竖向结构552006-08-012068.8125.125十三层3-13-5/3-B3-F梁板结构302006-08-012046.9156.326十三层3-13-5/3-B3-F竖向结构552006-08-072161.6112.027十三层3-13-5/3-B3-F竖向结构552006-08-082167.7123.128十四层3-13-5/3-B3-F梁板结构302006-08-082151.1170.329首层3-13-6/3-A3-B梁板结构352006-08-112152.3149.430十四层3-13-5/3-B3-F竖向结构552006-08-122162.4113.5施工单位：（公章） 制表：同条件混凝土试块试验结果汇总表 GD2301038 0 2序号施工部位强度等级C试件制作时 间试件龄期（d）试压结果（Mpa）达到强度（%）31十四层3-13-5/3-B3-F竖向结构552006-08-132164.1116.532十五层3-13-5/3-B3-F梁板结构302006-08-132144.5148.333十五层3-13-5/3-B3-F竖向结构552006-08-172164.2116.734十五层3-13-5/3-B3-F竖向结构552006-08-182065.9119.835十六层3-13-5/3-B3-F梁板结构302006-08-182049.3164.336十六层竖向结构552006-08-222064.2116.737十六层竖向结构552006-08-232067.5122.738十七层梁板结构302006-08-232040.1133.739十七层梁板结构302006-08-242041.8139.340十六层竖向结构552006-08-242062.4113.541十七层3-13-5/3-B3-F竖向结构552006-08-282065.9119.842十七层3-13-5/3-B3-F竖向结构552006-08-292059.0107.343十八层3-13-5/3-B3-F梁板结构302006-08-292036.4121.344十八层3-13-5/3-B3-F竖向结构552006-09-032176.4138.945十八层3-13-5/3-B3-F竖向结构552006-09-042173.9134.446十九层3-13-5/3-B3-F梁板结构302006-09-042146.1153.747十九层3-13-5/3-B3-F竖向结构552006-09-122161.5111.848二十层3-13-5/3-B3-F梁板结构302006-09-132143.9146.349十九层3-13-5/3-B3-F竖向结构552006-09-132163.4115.350二十层3-13-5/3-B3-F梁板结构302006-09-142143.5145.051二十一层3-13-5/3-B3-F9#、10#电梯井盖552006-09-182265.5119.152二、三、四、五、六层3-13-5/3-B3-F外墙二次结构302006-09-202244.4148.053二十层3-13-5/3-B3-F竖向结构552006-09-212259.4108.054二十层3-13-5/3-B3-F竖向结构552006-09-212260.8110.555二十层3-13-5/3-B3-F竖向结构552006-09-232263.5115.556二十层3-13-5/3-B3-F竖向结构552006-09-282270.4128.057二十层3-13-5/3-B3-F梁板结构552006-09-292270.2127.658二十一层3-13-5/3-B3-F梁板结构402006-09-292253.3133.359二十一层3-13-5/3-B3-F梁板结构402006-09-302251.1127.860二十一层3-13-5/3-B3-F梁板结构402006-10-012247.4118.5施工单位：（公章） 制表：同条件混凝土试块试验结果汇总表 GD2301038 0 3序号施工部位强度等级C试件制作时 间试件龄期（d）试压结果（Mpa）达到强度（%）6121层3-13-5/3-B3-F梁板结构402006-10-032247.1117.86221层3-13-5/3-B3-F竖向结构552006-10-102265.0118.26322层3-13-5/3-B3-F梁板结构302006-10-112237.2124.06422层3-13-5/3-B3-F竖向结构452006-10-162454.2120.46523层3-13-5/3-B3-F梁板结构302006-10-162436.7122.366七、八、九、十、十一层3-13-5/3-B3-F外墙二次结构302006-10-172437.7125.76723层3-13-5/3-B3-F竖向结构452006-10-222456.9126.46824层3-13-5/3-B3-F梁板结构302006-10-222436.7122.36924层3-13-5/3-B3-F竖向结构452006-10-262457.8128.47025层3-13-5/3-B3-F梁板结构302006-10-262437.4124.77125层3-13-5/3-B3-F竖向结构452006-10-302462.6139.17226层3-13-5/3-B3-F梁板结构302006-10-302445.6152.026层3-13-5/3-B3-F竖向结构452006-11-052565.0144.427层3-13-5/3-B3-F梁板结构302006-11-052543.1143.727层3-13-5/3-B3-F竖向结构452006-11-093054.4120.928层3-13-5/3-B3-F梁板结构302006-11-093045.7152.328层3-13-5/3-B3-F竖向结构452006-11-133057.4127.629层3-13-5/3-B3-F梁板结构302006-11-133042.3141.029层3-13-5/3-B3-F竖向结构452006-11-183052.2116.030层3-13-5/3-B3-F梁板结构302006-11-183043.0143.330层3-13-5/3-B3-F竖向结构452006-11-253651.3114.031层3-13-5/3-B3-F梁板结构302006-11-253645.5151.731层3-13-5/3-B3-F竖向结构452006-11-303662.2138.232层3-13-5/3-B3-F梁板结构302006-11-303646.4154.732层3-13-5/3-B3-F竖向结构452006-12-053662.7139.333层3-13-5/3-B3-F梁板结构302006-12-053643.9146.333层3-13-5/3-B3-F竖向结构402006-12-103857.0142.534层3-13-5/3-B3-F梁板结构302006-12-103843.4144.73-F/3-6/-8.5-0.2防爆波电缆井352006-12-123850.7144.934层3-13-5/3-B3-F竖向结构402006-12-153862.0155.035层3-13-5/3-B3-F梁板结构302006-12-153847.6158.77335层3-13-5/3-B3-F竖向结构402006-12-193958.8147.07436层3-13-5/3-B3-F梁板结构302006-12-193949.7165.77536层3-13-5/3-B3-F竖向结构352006-12-233955.2157.77637层3-13-5/3-B3-F梁板结构302006-12-233947.4158.07737层3-13-5/3-B3-F梁板结构302006-12-243942.0140.07837层3-13-5/3-B3-F竖向结构302006-12-283954.4181.37938层3-13-5/3-B3-F梁板结构302006-12-243954.3181.08038层3-13-5/3-B3-F竖向结构302007-01-013956.7189.08139层3-13-5/3-B3-F梁板结构302007-01-013954.2180.78239层3-13-5/3-B3-F竖向结构302007-01-053946.4154.78340层3-13-5/3-B3-F梁板结构302007-01-053950.8169.38442层3-13-5/3-B3-F竖向结构302007-01-243347.0156.78543层3-13-5/3-B3-F梁板结构302007-01-243347.1157.08643层3-13-5/3-B3-F竖向结构302007-01-283251.2170.78744层3-13-5/3-B3-F梁板结构302007-01-283249.9166.38844层3-13-5/3-B3-F竖向结构302007-02-013345.5151.78945层3-13-5/3-B3-F梁板结构302007-02-013349.5165.09045层3-13-5/3-B3-F竖向结构302007-02-053351.8172.7施工单位：（公章） 制表：同条件混凝土试块试验结果汇总表 GD2301038 0 4序号施工部位强度等级C试件制作时 间试件龄期（d）试压结果（Mpa）达到强度（%）9146层3-13-5/3-B3-F梁板结构302007-02-053348.8162.79246层3-13-5/3-B3-F竖向结构302007-02-103450.6168.793主层面层3-13-5/3-B3-F梁板结构302007-02-103449.2164.0首层3-33-6/3-F3-H竖向结构602007-03-142984.3140.5二层3-33-6/3-F3-H梁板结构302007-03-142944.4148.0+156.80+159.95/3-23-4/3-D3-E竖向结构302007-03-172940.1133.7主层面层3-13-5/3-B3-F反梁结构302007-03-202940.5135.02层3-33-6/3-F3-H竖向结构302007-03-222939.6132.03层3-33-6/3-F3-H梁板结构302007-03-222939.9133.0+160.10/3-23-4/3-D3-E梁板结构302007-03-262840.4134.73层3-33-6/3-F3-H竖向结构302007-03-302835.5118.34层3-33-6/3-F3-H梁板结构302007-03-302834.0113.3+159.95+163.10/3-23-4/3-D3-E竖向结构302007-04-052743.8146.0主屋面层3-13-5/3-B3-F女儿墙结构302007-04-072749.3164.34层3-33-6/3-F3-H竖向结构302007-04-092746.0153.35层3-33-6/3-F3-H梁板结构302007-04-092751.6172.0+163.10/3-23-4/3-D3-E梁板结构302007-04-092745.4151.3主屋面层3-13-5/3-B3-F风客墙身结构302007-04-122744.1147.0+163.35/3-23-4/3-D3-E（消防、生活用水）水池底板结构302007-04-172754.0180.05层3-33-6/3-F3-H竖向结构302007-04-192744.3147.76层3-33-6/3-F3-H梁板结构302007-04-192742.2140.76层3-33-6/3-F3-H梁板结构302007-04-192752.3174.3+163.10166.20/3-23-4/3-D3-E竖向及（消防、生活用水）水池墙身结构302007-04-222744.6148.7二十层（风机房、电信房、消防房）梁、板结构302007-04-242750.5168.3二十层（餐厅、公寓、办公、消防）水池底板结构302007-04-242750.9169.7+166.20/3-23-4/3-D3-E梁板及（消防、生活用水）水池盖板结构302007-04-252443.9146.36层3-33-6/3-F3-G竖向结构302007-04-292443.2144.07层3-33-6/3-F3-G梁板结构302007-04-292445.5151.7地下室负二层3-23-3/3-E3-F梁板结构352007-05-062354.6156.0二十层（餐厅、公寓、办公、消防）水池墙身和盖板结构302007-05-072345.0150.0施工单位：（公章） 制表：杨颖同条件混凝土试块试验结果汇总表 GD2301038 0 4序号施工部位强度等级C试件制作时 间试件龄期（d）试压结果（Mpa）达到强度（%）地下室负二层侧壁墙及暗柱3-13-2/3-G3-H352007-06-032037.2地下室负一层梁板3-13-2/3-G3-H352007-06-032037.7施工单位：（公章） 制表：杨颖