混凝土试块试验结果汇总表(标养)

1、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首层竖向结构3-13-4/3-B3-F602006-04-122873.4122.32首层竖向结构3-13-4/3-B3-F602006-04-122867.4112.33+3.9m层梁板302006-04-152838.0126.74+3.9m层梁板302006-04-152837.8126.05+3.9m层梁板302006-04-152838.0126.763-B3-F/3-13-4核心筒及竖向结构602006-04-152874.6124.37二层3-6

2、/3-F3-D柱、竖向结构602006-04-212869.4115.78+3.9m3-53-6/3-F3-D梁板302006-04-212841.6138.79+3.9m核心筒及柱3-23-4/3-F3-D602006-04-262868.9114.8103-13-6/3-F3-D+3.9m核心筒、柱、楼梯602006-04-272868.2113.7113-13-6/3-F3-D+3.9m核心筒、柱、楼梯602006-04-272877.0128.312+3.9m 3-13-6/3-F3-D及3-13-5/3-B3-C柱、竖向结构602006-04-292864.7107.813+7.00

3、m 3-13-6/3-F3-D及3-13-5/3-B3-C梁板302006-04-292834.9116.314+7.00m 3-13-6/3-F3-D及3-13-5/3-B3-C梁板302006-04-292834.2114.015+7.00m 3-13-6/3-F3-D及3-13-5/3-B3-C梁板302006-04-292842.9143.016二层3-23-6/3-F3-D柱及核心筒竖向结构602006-05-202869.7116.217二层3-13-5/3-H3-F柱602006-05-212866.1110.218二层3-13-5/3-H3-F柱602006-05-212865

4、.3108.819二层核心筒3-23-4/3-D3-C柱602006-05-212865.9109.8203-F侧壁墙35200605-282842.8122.321四层3-23-5/3-C3-F核心筒、剪力墙、框架柱602006-06-032869.8116.322四层3-13-3/3-F、3-13-5/3-B3-C框架柱602006-06-032864.9108.223四层3-1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042863.3105.524四层3-1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042868.9114.825四层3-

5、1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042872.0120.026四层3-13-6/3-B3-F框架柱、核心筒602006-06-052870.1116.827四层3-13-6/3-B3-F框架柱、核心筒602006-06-052876.7127.828五层梁、板3-13-6/3-B3-F302006-06-052833.1110.329五层梁、板3-13-6/3-B3-F302006-06-052833.2110.730五层梁、板3-13-6/3-B3-F302006-06-052833.7112.3施工单位：（公章） 制表：杨颖混凝土试块试验结果汇总表 G

6、D2301038 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（%）31五层3-13-6/3-B3-F框架柱、3-23-4/3-C核心筒602006-06-122870.3117.232五层3-13-6/3-B3-F框架柱、3-23-4/3-C核心筒602006-06-122871.4119.033六层竖向结构3-13-5/3-B3-F602006-06-222862.1103.534六层竖向结构3-13-5/3-B3-F602006-06-222865.2108.735七层梁、板结构3-13-5/3-B3-F302006-06-222834.6115.3

7、36七层梁、板结构3-13-5/3-B3-F302006-06-222835.8119.337七层梁、板结构3-13-5/3-B3-F302006-06-222834.8116.038七层竖向结构3-13-5/3-B3-F602006-06-282867.3112.239七层竖向结构3-13-5/3-B3-F602006-06-282866.9111.540七层竖向结构3-13-5/3-B3-F602006-06-292868.4114.041八层梁、板结构3-13-5/3-B3-F302006-06-292837.3124.342八层梁、板结构3-13-5/3-B3-F302006-06-2

8、92835.1117.043八层梁、板结构3-13-5/3-B3-F302006-06-292836.0120.044八层3-13-5/3-B3-F 竖向结构602006-07-042863.7106.245八层3-13-5/3-B3-F 竖向结构602006-07-052865.1108.546八层3-13-5/3-B3-F 竖向结构602006-07-052864.1106.847九层3-13-5/3-B3-F梁板结构302006-07-052832.2107.348九层3-13-5/3-B3-F梁板结构302006-07-052832.8109.349九层3-13-5/3-B3-F梁板结

9、构302006-07-052834.4114.750八层3-13-5/3-B3-F 竖向602006-07-042860.7101.251八层3-13-5/3-B3-F 竖向602006-07-042877.3128.852八层3-13-5/3-B3-F 竖向602006-07-042871.2118.753九层3-13-5/3-B3-F 梁板302006-07-052834.4114.754九层3-13-5/3-B3-F 梁板302006-07-052837.4124.755九层3-13-5/3-B3-F 梁板302006-07-052836.2120.756九层3-13-5/3-B3-F

10、竖向602006-07-102862.2103.757九层3-13-5/3-B3-F 竖向602006-07-112865.3108.858九层3-13-5/3-B3-F 竖向602006-07-112866.9111.559九层3-13-5/3-B3-F 竖向602006-07-112876.7127.860十层3-13-5/3-B3-F 梁板302006-07-112840.2134.0施工单位：（公章） 制表：杨颖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（%）61十层3-13-5/3-B3-F 梁板3

11、02006-07-112838.5128.362十层3-13-5/3-B3-F 梁板302006-07-112841.6138.763九层3-13-5/3-B3-F 竖向结构602006-07-102862.3103.864九层3-13-5/3-B3-F 竖向结构602006-07-112864.7107.865九层3-13-5/3-B3-F 竖向结构602006-07-112866.2110.366十层3-13-5/3-B3-F梁板结构302006-07-112833.1110.367十层3-13-5/3-B3-F梁板结构302006-07-112834.9116.368十层3-13-5/3

12、-B3-F梁板结构302006-07-112833.9113.069七层顶部十一#电梯顶部302006-07-112832.5108.370七层1#电梯顶部 302006-07-142839.5131.771七层1#电梯顶部 302006-07-142840.7135.772十层竖向结构602006-07-162867.5112.573十层竖向结构602006-07-172866.7111.274十层竖向结构602006-07-182868.4114.075十层竖向结构602006-07-182865.2108.776十一层梁板结构302006-07-182839.2130.777十一层梁板结

13、构302006-07-182838.9129.778十一层梁板结构302006-07-182840.5135.0十一层竖向结构602006-07-232866.8十一层竖向结构602006-07-242871.779十二层梁板结构302006-07-242840.9136.380十二层梁板结构302006-07-242843.6145.381十三层3-13-5/3-B3-F竖向结构552006-08-072865.2118.582十三层3-13-5/3-B3-F竖向结构552006-08-082856.6102.983十三层3-13-5/3-B3-F竖向结构552006-08-082858.5

14、106.484十四层3-13-5/3-B3-F梁板结构302006-08-082843.3144.385十四层3-13-5/3-B3-F梁板结构302006-08-082842.6142.086十四层3-13-5/3-B3-F梁板结构302006-08-082846.0153.387十四层3-13-5/3-B3-F 竖向结构552006-08-122864.1116.588十四层3-13-5/3-B3-F 竖向结构552006-08-132858.2105.889十四层3-13-5/3-B3-F 竖向结构552006-08-132856.9103.590十五层3-13-5/3-B3-F梁板结构

15、 302006-08-132835.3128.3施工单位：（公章） 制表：杨颖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（%）91十五层3-13-5/3-B3-F梁板结构 302006-08-132836.5121.792十五层3-13-5/3-B3-F梁板结构 302006-08-132835.2117.393十五层竖向结构552006-08-172860.8110.594十五层竖向结构552006-08-182865.1118.495十五层竖向结构552006-08-182862.8114.296十六层梁

16、板结构302006-08-182849.2164.097十六层梁板结构302006-08-182845.2150.798十六层3-13-5/3-B3-F 竖向结构552006-08-222860.2109.599十六层竖向结构3-13-5/3-B3-F 552006-08-232856.3102.4100十六层竖向结构3-13-5/3-B3-F 552006-08-232857.5104.5101十七层3-13-5/3-B3-F梁板结构 302006-08-232837.0123.3102十七层3-13-5/3-B3-F梁板结构 302006-08-232838.4128.0103十七层3-1

17、3-5/3-B3-F梁板结构 302006-08-242840.0133.3104十六层3-13-5/3-B3-F竖向结构 552006-08-242863.2114.9105十七层3-13-5/3-B3-F竖向结构 552006-08-282865.6119.3106十七层3-13-5/3-B3-F竖向结构 552006-08-282863.2114.9107十七层3-13-5/3-B3-F竖向结构 552006-08-292867.1122.0108十八层3-13-5/3-B3-F 梁板结构302006-08-292844.9149.7109十八层3-13-5/3-B3-F 梁板结构302

18、006-08-292840.0133.3110十八层3-13-5/3-B3-F 梁板结构302006-08-292841.5138.3111十八层3-13-5/3-B3-F竖向结构 552006-09-032864.5117.3112十八层3-13-5/3-B3-F竖向结构 552006-09-032867.5122.7113十八层3-13-5/3-B3-F竖向结构 552006-09-042873.8134.2114十八层3-13-5/3-B3-F竖向结构 552006-09-042865.6119.3115十九层3-13-5/3-B3-F梁板结构 302006-09-042848.4161

19、.3116十九层3-13-5/3-B3-F梁板结构 302006-09-042844.4148.0117十九层3-13-5/3-B3-F梁板结构 302006-09-042847.0156.7118十九层3-13-5/3-B3-F 竖向结构552006-09-122857.2104.0119十九层3-13-5/3-B3-F 竖向结构552006-09-122856.5102.7120二十层3-13-5/3-B3-F梁板结构302006-09-132840.2134.0施工单位：（公章） 制表：杨颖混凝土试块试验结果汇总表 GD2301038 0 5序号施工部位强度等级C试件制作时 间试件龄期（

20、d）试压结果（Mpa）达到强度（%）121二十层3-13-5/3-B3-F梁板结构302006-09-132837.9126.3122二十层3-13-5/3-B3-F梁板结构302006-09-132838.7129.0123十九层3-13-5/3-B3-F 竖向结构552006-09-132857.0103.6124十九层3-13-5/3-B3-F 竖向结构552006-09-132862.4113.5125二十层3-13-5/3-B3-F梁板结构302006-09-142839.0130.0126二十一层3-13-5/3-B3-F 9#10#电梯盖 552006-09-182860.210

21、9.5127二三四五六层3-13-5/3-B3-F外墙二次结构 302006-09-202837.9126.3128二十层3-13-5/3-B3-F竖向结构552006-09-212862.2113.1129二十层3-13-5/3-B3-F竖向结构552006-09-222867.4122.5130二十层3-13-5/3-B3-F竖向结构552006-09-232863.1114.7131一层3-53-6/3-D3-F构造柱结构152006-09-262818.2121.3132一层3-53-6/3-D3-F圈梁结构202006-09-262824.3121.5133二、三、四层3-53-6/

22、3-D3-F构造柱结构152006-09-292817.3115.3134二、三、四层3-53-6/3-D3-F圈梁结构202006-09-292823.9119.5135一层裙楼3-13-5/3-B3-F圈梁结构202006-09-262827.9139.5136一层裙楼3-13-5/3-B3-F构造柱结构152006-09-262821.3142.0137二、三、四层裙楼3-13-5/3-B3-F构造柱结构152006-09-292820.0133.3138二、三、四层裙楼3-13-5/3-B3-F圈梁结构202006-09-292827.5137.5139五、六层裙楼3-13-5/3-B

23、3-F构造柱结构152006-10-022818.9126.0140二十层3-13-5/3-B3-F竖向结构552006-09-282865.4118.9141二十层3-13-5/3-B3-F竖向结构552006-09-292864.3116.914221层3-13-5/3-B3-F梁板结构402006-09-292847.6119.014321层3-13-5/3-B3-F梁板结构402006-09-292847.1117.814421层3-13-5/3-B3-F梁板结构402006-09-292849.1122.814521层3-13-5/3-B3-F梁板结构402006-09-302848

24、.6121.514621层3-13-5/3-B3-F梁板结构402006-09-292847.4118.514721层3-13-5/3-B3-F梁板结构402006-09-302846.6116.514821层3-13-5/3-B3-F梁板结构402006-10-012846.7116.814921层3-13-5/3-B3-F梁板结构402006-10-032847.8119.515021层3-13-5/3-B3-F梁板结构402006-10-032846.7116.8施工单位：（公章） 制表：杨颖混凝土试块试验结果汇总表 GD2301038 0 6序号施工部位强度等级C试件制作时 间试件龄期

25、（d）试压结果（Mpa）达到强度（%）15121层3-13-5/3-B3-F梁板结构402006-10-032847.2118.015221层3-13-5/3-B3-F梁板结构402006-10-032847.8119.515321层3-13-5/3-B3-F梁板结构402006-10-032846.9117.3154五、六层3-53-6/3-D3-F构造柱结构152006-10-022817.6117.3155五、六层3-53-6/3-D3-F圈梁结构202006-10-022824.1120.5156五、六层裙楼3-13-5/3-B3-F圈梁结构202006-10-022827.0135.

26、0157七、八层主楼3-13-5/3-B3-F构造柱结构152006-10-062819.2128.0158七、八层主楼3-13-5/3-B3-F圈梁结构202006-10-062825.7128.515921层3-13-5/3-B3-F竖向结构552006-10-102864.1116.516021层3-13-5/3-B3-F竖向结构552006-10-102864.0116.416122层3-13-5/3-B3-F梁板结构302006-10-112836.1120.316222层3-13-5/3-B3-F梁板结构302006-10-112834.7115.716322层3-13-5/3-B

27、3-F梁板结构302006-10-112836.9123.016422层3-13-5/3-B3-F竖向结构452006-10-162851.9115.316522层3-13-5/3-B3-F竖向结构452006-10-162852.4116.416623层3-13-5/3-B3-F梁板结构302006-10-162837.6125.316723层3-13-5/3-B3-F梁板结构302006-10-162838.7129.016823层3-13-5/3-B3-F梁板结构302006-10-162837.1123.7169七、八、九、十、十一层3-13-5/3-B3-F外墙二次结构302006-

28、10-172837.2124.0170九层十四层3-13-5/3-B3-F构造柱结构152006-10-182819.3128.7171914层3-13-5/3-B3-F圈梁结构202006-10-182827.7138.517223层3-13-5/3-B3-F竖向结构452006-10-222852.1115.817323层3-13-5/3-B3-F竖向结构452006-10-222853.4118.717424层3-13-5/3-B3-F梁板结构302006-10-222835.3117.717524层3-13-5/3-B3-F梁板结构302006-10-222835.7119.01762

29、4层3-13-5/3-B3-F梁板结构302006-10-222835.1117.017724层3-13-5/3-B3-F竖向结构452006-10-262855.0122.217824层3-13-5/3-B3-F竖向结构452006-10-262853.8119.617925层3-13-5/3-B3-F梁板结构302006-10-262835.8119.318025层3-13-5/3-B3-F梁板结构302006-10-262835.9119.7施工单位：（公章） 制表：杨颖混凝土试块试验结果汇总表 GD2301038 0 7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

30、）达到强度（%）18125层3-13-5/3-B3-F梁板结构302006-10-262835.58118.6182十五层十八层3-13-5/3-B3-F构造柱结构152006-10-282827.4182.7183十五层十八层3-13-5/3-B3-F圈梁结构202006-10-282833.8169.018425层3-13-5/3-B3-F竖向结构452006-10-302855.7123.825层3-13-5/3-B3-F竖向结构452006-10-302860.0133.326层3-13-5/3-B3-F梁板结构302006-10-302839.0130.026层3-13-5/3-B3

31、-F梁板结构302006-10-302837.1123.726层3-13-5/3-B3-F梁板结构302006-10-302837.7125.726层3-13-5/3-B3-F竖向结构452006-11-052859.3131.826层3-13-5/3-B3-F竖向结构452006-11-052859.6132.427层3-13-5/3-B3-F梁板结构302006-11-052845.5151.727层3-13-5/3-B3-F梁板结构302006-11-052844.1147.027层3-13-5/3-B3-F梁板结构302006-11-052844.9149.712-16层3-13-5/

32、3-B3-F外墙二次结构302006-11-062843.9146.327层3-13-5/3-B3-F竖向结构452006-11-092848.3107.327层3-13-5/3-B3-F竖向结构452006-11-092860.4134.228层3-13-5/3-B3-F梁板结构302006-11-092847.2157.328层3-13-5/3-B3-F梁板结构302006-11-092846.2154.028层3-13-5/3-B3-F梁板结构302006-11-092843.6145.328层3-13-5/3-B3-F竖向结构452006-11-132854.7121.628层3-13

33、-5/3-B3-F竖向结构452006-11-132855.2122.729层3-13-5/3-B3-F竖向结构452006-11-182854.3120.729层3-13-5/3-B3-F竖向结构452006-11-182855.4123.130层3-13-5/3-B3-F梁板结构302006-11-182838.0126.730层3-13-5/3-B3-F梁板结构302006-11-182838.7129.030层3-13-5/3-B3-F梁板结构302006-11-182839.0130.021-24层标准层构造柱结构152006-11-242830.3202.021-24层标准层圈梁结

34、构202006-11-242836.4182.030层3-13-5/3-B3-F竖向结构452006-11-252850.5112.230层3-13-5/3-B3-F竖向结构452006-11-252854.1120.231层3-13-5/3-B3-F梁板结构302006-11-252842.1140.331层3-13-5/3-B3-F梁板结构302006-11-252842.4141.331层3-13-5/3-B3-F梁板结构302006-11-252840.0133.331层3-13-5/3-B3-F竖向结构452006-11-302857.4127.631层3-13-5/3-B3-F竖向

35、结构452006-11-302855.2122.732层3-13-5/3-B3-F梁板结构302006-11-302842.1140.332层3-13-5/3-B3-F梁板结构302006-11-302839.2130.732层3-13-5/3-B3-F梁板结构302006-11-302840.5135.017-21层3-13-5/3-B3-F外墙二次结构302006-12.022838.4128.032层3-13-5/3-B3-F竖向结构452006-12-052848.3107.332层3-13-5/3-B3-F竖向结构452006-12-052854.4120.933层3-13-5/3-

36、B3-F梁板结构302006-12-052844.0146.733层3-13-5/3-B3-F梁板结构302006-12-052845.2150.733层3-13-5/3-B3-F梁板结构302006-12-062845.4151.333层3-13-5/3-B3-F梁板结构302006-12-062844.4148.033层3-13-5/3-B3-F竖向结构402006-12-102848.1120.333层3-13-5/3-B3-F竖向结构402006-12-102845.1112.834层3-13-5/3-B3-F梁板结构302006-12-102837.2124.034层3-13-5/3

37、-B3-F梁板结构302006-12-102837.5125.034层3-13-5/3-B3-F梁板结构302006-12-102838.0126.73-F/3-6/-8.5-0.2防爆波电缆井352066-12-122843.5124.322-26层3-13-5/3-B3-F外墙二次结构302006-12-222841.1137.036层3-13-5/3-B3-F竖向结构352006-12-232847.9136.936层3-13-5/3-B3-F竖向结构352006-12-232843.0122.937层3-13-5/3-B3-F梁板结构302006-12-232844.9149.737层

38、3-13-5/3-B3-F梁板结构302006-12-232843.3144.337层3-13-5/3-B3-F梁板结构302006-12-242840.8136.037层3-13-5/3-B3-F竖向结构302006-12-282844.1147.037层3-13-5/3-B3-F竖向结构302006-12-282836.1120.338层3-13-5/3-B3-F梁板结构302006-12-282842.4141.338层3-13-5/3-B3-F梁板结构302006-12-282843.1143.738层3-13-5/3-B3-F梁板结构302006-12-282842.9143.018

39、538层3-13-5/3-B3-F竖向结构302007-01-012846.0153.318638层3-13-5/3-B3-F竖向结构302007-01-012850.5168.318739层3-13-5/3-B3-F梁板结构302007-01-012850.9169.718839层3-13-5/3-B3-F梁板结构302007-01-012844.4148.018939层3-13-5/3-B3-F梁板结构302007-01-012842.7142.3190二十七层三十一层3-13-5/3-B3-F外墙二次结构302007-01-022845.8152.719125层30层3-13-5/3-B

40、3-F构造柱结构152007-01-052830.7204.719225层30层3-13-5/3-B3-F圈梁结构202007-01-052832.3161.519339层3-13-5/3-B3-F竖向结构302007-01-052851.2170.719439层3-13-5/3-B3-F竖向结构302007-01-052852.3174.319540层3-13-5/3-B3-F梁板结构302007-01-052849.6165.319640层3-13-5/3-B3-F梁板结构302007-01-052851.9173.019740层3-13-5/3-B3-F梁板结构302007-01-052

41、851.6172.019840层3-13-5/3-B3-F竖向结构302007-01-162847.3157.7施工单位：（公章） 制表：杨颖混凝土试块试验结果汇总表 GD2301038 0 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（%）40层3-13-5/3-B3-F竖向结构302007-01-162847.4158.041层3-13-5/3-B3-F梁板结构302007-01-162838.1127.041层3-13-5/3-B3-F梁板结构302007-01-162839.7132.341层3-13-5/3-B3-F梁板结构302007-01-1628

42、38.6128.7负三层暗柱及侧壁墙结构3-13-2/3-G3-H 352007-01-172850.7144.9负二层梁、板结构3-13-2/3-G3-H 352007-01-172853.9154.041层3-13-5/3-B3-F竖向结构302007-01-202842.9143.041层3-13-5/3-B3-F竖向结构302007-01-202849.5165.042层3-13-5/3-B3-F梁板结构302007-01-202843.4144.742层3-13-5/3-B3-F梁板结构302007-01-202831.7105.742层3-13-5/3-B3-F梁板结构302007-01-202839.6132.042层3-13-5/3-B3-F竖向结构302007-01-242843.0143.342层3-13-5/3-B3-F竖向结构302007-01-242845.0150.043层3-13-5/3-B3-F梁板结构302007-01-242839.0130.043层3-13-5/3-B3-F梁板结构302007-01-242836.9123.043层3-13-5/3-B3-F梁板结构302007-01-242842.1140.344层3-13-5/3-B3-F竖向结构302007-02-0