[建筑]混凝土試塊試驗結(jié)果匯總表標(biāo)養(yǎng)

1、.混凝土試塊試驗結(jié)果匯總表 GD2301038 0 1序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（Mpa）達到強度（%）1首層豎向結(jié)構(gòu)3-13-4/3-B3-F602006-04-122873.4122.32首層豎向結(jié)構(gòu)3-13-4/3-B3-F602006-04-122867.4112.33+3.9m層梁板302006-04-152838.0126.74+3.9m層梁板302006-04-152837.8126.05+3.9m層梁板302006-04-152838.0126.763-B3-F/3-13-4核心筒及豎向結(jié)構(gòu)602006-04-152874.6124.37二層3-

2、6/3-F3-D柱、豎向結(jié)構(gòu)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、樓梯602006-04-272868.2113.7113-13-6/3-F3-D+3.9m核心筒、柱、樓梯602006-04-272877.0128.312+3.9m 3-13-6/3-F3-D及3-13-5/3-B3-C柱、豎向結(jié)構(gòu)602006-04-292864.7107.813+7.0

3、0m 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302006-04-292842.9143.016二層3-23-6/3-F3-D柱及核心筒豎向結(jié)構(gòu)602006-05-202869.7116.217二層3-13-5/3-H3-F柱602006-05-212866.1110.218二層3-13-5/3-H3-F柱602006-05-21286

4、5.3108.819二層核心筒3-23-4/3-D3-C柱602006-05-212865.9109.8203-F側(cè)壁墻35200605-282842.8122.321四層3-23-5/3-C3-F核心筒、剪力墻、框架柱602006-06-032869.8116.322四層3-13-3/3-F、3-13-5/3-B3-C框架柱602006-06-032864.9108.223四層3-1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042863.3105.524四層3-1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042868.9114.825四層3

5、-1/3-D3-E框架柱、3-23-4/3-D核心筒602006-06-042872.0120.026四層3-13-6/3-B3-F框架柱、核心筒602006-06-052870.1116.827四層3-13-6/3-B3-F框架柱、核心筒602006-06-052876.7127.828五層梁、板3-13-6/3-B3-F302006-06-052833.1110.329五層梁、板3-13-6/3-B3-F302006-06-052833.2110.730五層梁、板3-13-6/3-B3-F302006-06-052833.7112.3施工單位：（公章） 制表：楊穎；混凝土試塊試驗結(jié)果匯總表

6、 GD2301038 0 2序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（Mpa）達到強度（%）31五層3-13-6/3-B3-F框架柱、3-23-4/3-C核心筒602006-06-122870.3117.232五層3-13-6/3-B3-F框架柱、3-23-4/3-C核心筒602006-06-122871.4119.033六層豎向結(jié)構(gòu)3-13-5/3-B3-F602006-06-222862.1103.534六層豎向結(jié)構(gòu)3-13-5/3-B3-F602006-06-222865.2108.735七層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06-222834.6115

7、.336七層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06-222835.8119.337七層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06-222834.8116.038七層豎向結(jié)構(gòu)3-13-5/3-B3-F602006-06-282867.3112.239七層豎向結(jié)構(gòu)3-13-5/3-B3-F602006-06-282866.9111.540七層豎向結(jié)構(gòu)3-13-5/3-B3-F602006-06-292868.4114.041八層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06-292837.3124.342八層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06

8、-292835.1117.043八層梁、板結(jié)構(gòu)3-13-5/3-B3-F302006-06-292836.0120.044八層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-042863.7106.245八層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-052865.1108.546八層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-052864.1106.847九層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-07-052832.2107.348九層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-07-052832.8109.349九層3-13-5/3-B3-F梁

9、板結(jié)構(gòu)302006-07-052834.4114.750八層3-13-5/3-B3-F 豎向602006-07-042860.7101.251八層3-13-5/3-B3-F 豎向602006-07-042877.3128.852八層3-13-5/3-B3-F 豎向602006-07-042871.2118.753九層3-13-5/3-B3-F 梁板302006-07-052834.4114.754九層3-13-5/3-B3-F 梁板302006-07-052837.4124.755九層3-13-5/3-B3-F 梁板302006-07-052836.2120.756九層3-13-5/3-B3-

10、F 豎向602006-07-102862.2103.757九層3-13-5/3-B3-F 豎向602006-07-112865.3108.858九層3-13-5/3-B3-F 豎向602006-07-112866.9111.559九層3-13-5/3-B3-F 豎向602006-07-112876.7127.860十層3-13-5/3-B3-F 梁板302006-07-112840.2134.0施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 3序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（Mpa）達到強度（%）61十層3-13-5/3-B3-F 梁

11、板302006-07-112838.5128.362十層3-13-5/3-B3-F 梁板302006-07-112841.6138.763九層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-102862.3103.864九層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-112864.7107.865九層3-13-5/3-B3-F 豎向結(jié)構(gòu)602006-07-112866.2110.366十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-07-112833.1110.367十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-07-112834.9116.368十層3-13-5

12、/3-B3-F梁板結(jié)構(gòu)302006-07-112833.9113.069七層頂部十一#電梯頂部302006-07-112832.5108.370七層1#電梯頂部 302006-07-142839.5131.771七層1#電梯頂部 302006-07-142840.7135.772十層豎向結(jié)構(gòu)602006-07-162867.5112.573十層豎向結(jié)構(gòu)602006-07-172866.7111.274十層豎向結(jié)構(gòu)602006-07-182868.4114.075十層豎向結(jié)構(gòu)602006-07-182865.2108.776十一層梁板結(jié)構(gòu)302006-07-182839.2130.777十一層梁

13、板結(jié)構(gòu)302006-07-182838.9129.778十一層梁板結(jié)構(gòu)302006-07-182840.5135.0十一層豎向結(jié)構(gòu)602006-07-232866.8十一層豎向結(jié)構(gòu)602006-07-242871.779十二層梁板結(jié)構(gòu)302006-07-242840.9136.380十二層梁板結(jié)構(gòu)302006-07-242843.6145.381十三層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-08-072865.2118.582十三層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-08-082856.6102.983十三層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-08-082858

14、.5106.484十四層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-08-082843.3144.385十四層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-08-082842.6142.086十四層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-08-082846.0153.387十四層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-08-122864.1116.588十四層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-08-132858.2105.889十四層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-08-132856.9103.590十五層3-13-5/3-B3-F梁板

15、結(jié)構(gòu) 302006-08-132835.3128.3施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 4序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（Mpa）達到強度（%）91十五層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-08-132836.5121.792十五層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-08-132835.2117.393十五層豎向結(jié)構(gòu)552006-08-172860.8110.594十五層豎向結(jié)構(gòu)552006-08-182865.1118.495十五層豎向結(jié)構(gòu)552006-08-182862.8114.296十六

16、層梁板結(jié)構(gòu)302006-08-182849.2164.097十六層梁板結(jié)構(gòu)302006-08-182845.2150.798十六層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-08-222860.2109.599十六層豎向結(jié)構(gòu)3-13-5/3-B3-F 552006-08-232856.3102.4100十六層豎向結(jié)構(gòu)3-13-5/3-B3-F 552006-08-232857.5104.5101十七層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-08-232837.0123.3102十七層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-08-232838.4128.0103十七層3

17、-13-5/3-B3-F梁板結(jié)構(gòu) 302006-08-242840.0133.3104十六層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-08-242863.2114.9105十七層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-08-282865.6119.3106十七層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-08-282863.2114.9107十七層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-08-292867.1122.0108十八層3-13-5/3-B3-F 梁板結(jié)構(gòu)302006-08-292844.9149.7109十八層3-13-5/3-B3-F 梁板結(jié)構(gòu)3

18、02006-08-292840.0133.3110十八層3-13-5/3-B3-F 梁板結(jié)構(gòu)302006-08-292841.5138.3111十八層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-09-032864.5117.3112十八層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-09-032867.5122.7113十八層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-09-042873.8134.2114十八層3-13-5/3-B3-F豎向結(jié)構(gòu) 552006-09-042865.6119.3115十九層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-09-042848.41

19、61.3116十九層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-09-042844.4148.0117十九層3-13-5/3-B3-F梁板結(jié)構(gòu) 302006-09-042847.0156.7118十九層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-09-122857.2104.0119十九層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-09-122856.5102.7120二十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-09-132840.2134.0施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 5序號施工部位強度等級C試件制作時 間試件齡

20、期（d）試壓結(jié)果（Mpa）達到強度（%）121二十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-09-132837.9126.3122二十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-09-132838.7129.0123十九層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-09-132857.0103.6124十九層3-13-5/3-B3-F 豎向結(jié)構(gòu)552006-09-132862.4113.5125二十層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-09-142839.0130.0126二十一層3-13-5/3-B3-F 9#10#電梯蓋 552006-09-182860.2

21、109.5127二三四五六層3-13-5/3-B3-F外墻二次結(jié)構(gòu) 302006-09-202837.9126.3128二十層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-09-212862.2113.1129二十層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-09-222867.4122.5130二十層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-09-232863.1114.7131一層3-53-6/3-D3-F構(gòu)造柱結(jié)構(gòu)152006-09-262818.2121.3132一層3-53-6/3-D3-F圈梁結(jié)構(gòu)202006-09-262824.3121.5133二、三、四層3-53-

22、6/3-D3-F構(gòu)造柱結(jié)構(gòu)152006-09-292817.3115.3134二、三、四層3-53-6/3-D3-F圈梁結(jié)構(gòu)202006-09-292823.9119.5135一層裙樓3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-09-262827.9139.5136一層裙樓3-13-5/3-B3-F構(gòu)造柱結(jié)構(gòu)152006-09-262821.3142.0137二、三、四層裙樓3-13-5/3-B3-F構(gòu)造柱結(jié)構(gòu)152006-09-292820.0133.3138二、三、四層裙樓3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-09-292827.5137.5139五、六層裙樓3-13-5/3

23、-B3-F構(gòu)造柱結(jié)構(gòu)152006-10-022818.9126.0140二十層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-09-282865.4118.9141二十層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-09-292864.3116.914221層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-292847.6119.014321層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-292847.1117.814421層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-292849.1122.814521層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-3028

24、48.6121.514621層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-292847.4118.514721層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-09-302846.6116.514821層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-012846.7116.814921層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-032847.8119.515021層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-032846.7116.8施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 6序號施工部位強度等級C試件制作時 間試件

25、齡期（d）試壓結(jié)果（Mpa）達到強度（%）15121層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-032847.2118.015221層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-032847.8119.515321層3-13-5/3-B3-F梁板結(jié)構(gòu)402006-10-032846.9117.3154五、六層3-53-6/3-D3-F構(gòu)造柱結(jié)構(gòu)152006-10-022817.6117.3155五、六層3-53-6/3-D3-F圈梁結(jié)構(gòu)202006-10-022824.1120.5156五、六層裙樓3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-10-022827.013

26、5.0157七、八層主樓3-13-5/3-B3-F構(gòu)造柱結(jié)構(gòu)152006-10-062819.2128.0158七、八層主樓3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-10-062825.7128.515921層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-10-102864.1116.516021層3-13-5/3-B3-F豎向結(jié)構(gòu)552006-10-102864.0116.416122層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-112836.1120.316222層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-112834.7115.716322層3-13-5/3

27、-B3-F梁板結(jié)構(gòu)302006-10-112836.9123.016422層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-162851.9115.316522層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-162852.4116.416623層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-162837.6125.316723層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-162838.7129.016823層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-162837.1123.7169七、八、九、十、十一層3-13-5/3-B3-F外墻二次結(jié)構(gòu)30200

28、6-10-172837.2124.0170九層十四層3-13-5/3-B3-F構(gòu)造柱結(jié)構(gòu)152006-10-182819.3128.7171914層3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-10-182827.7138.517223層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-222852.1115.817323層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-222853.4118.717424層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-222835.3117.717524層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-222835.7119.017

29、624層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-222835.1117.017724層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-262855.0122.217824層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-262853.8119.617925層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-262835.8119.318025層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-262835.9119.7施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 7序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（M

30、pa）達到強度（%）18125層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-262835.58118.6182十五層十八層3-13-5/3-B3-F構(gòu)造柱結(jié)構(gòu)152006-10-282827.4182.7183十五層十八層3-13-5/3-B3-F圈梁結(jié)構(gòu)202006-10-282833.8169.018425層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-302855.7123.825層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-10-302860.0133.326層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-302839.0130.026層3-13-5/3-

31、B3-F梁板結(jié)構(gòu)302006-10-302837.1123.726層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-10-302837.7125.726層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-052859.3131.826層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-052859.6132.427層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-052845.5151.727層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-052844.1147.027層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-052844.9149.712-16層3-13-

32、5/3-B3-F外墻二次結(jié)構(gòu)302006-11-062843.9146.327層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-092848.3107.327層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-092860.4134.228層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-092847.2157.328層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-092846.2154.028層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-092843.6145.328層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-132854.7121.628層3-

33、13-5/3-B3-F豎向結(jié)構(gòu)452006-11-132855.2122.729層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-182854.3120.729層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-182855.4123.130層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-182838.0126.730層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-182838.7129.030層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-182839.0130.021-24層標(biāo)準層構(gòu)造柱結(jié)構(gòu)152006-11-242830.3202.021-24層標(biāo)準層圈

34、梁結(jié)構(gòu)202006-11-242836.4182.030層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-252850.5112.230層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-252854.1120.231層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-252842.1140.331層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-252842.4141.331層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-252840.0133.331層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-11-302857.4127.631層3-13-5/3-B3-F

35、豎向結(jié)構(gòu)452006-11-302855.2122.732層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-302842.1140.332層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-302839.2130.732層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-11-302840.5135.017-21層3-13-5/3-B3-F外墻二次結(jié)構(gòu)302006-12.022838.4128.032層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-12-052848.3107.332層3-13-5/3-B3-F豎向結(jié)構(gòu)452006-12-052854.4120.933層3-13-5/

36、3-B3-F梁板結(jié)構(gòu)302006-12-052844.0146.733層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-052845.2150.733層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-062845.4151.333層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-062844.4148.033層3-13-5/3-B3-F豎向結(jié)構(gòu)402006-12-102848.1120.333層3-13-5/3-B3-F豎向結(jié)構(gòu)402006-12-102845.1112.834層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-102837.2124.034層3-13-5

37、/3-B3-F梁板結(jié)構(gòu)302006-12-102837.5125.034層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-102838.0126.73-F/3-6/-8.5-0.2防爆波電纜井352066-12-122843.5124.322-26層3-13-5/3-B3-F外墻二次結(jié)構(gòu)302006-12-222841.1137.036層3-13-5/3-B3-F豎向結(jié)構(gòu)352006-12-232847.9136.936層3-13-5/3-B3-F豎向結(jié)構(gòu)352006-12-232843.0122.937層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-232844.9149.73

38、7層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-232843.3144.337層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-242840.8136.037層3-13-5/3-B3-F豎向結(jié)構(gòu)302006-12-282844.1147.037層3-13-5/3-B3-F豎向結(jié)構(gòu)302006-12-282836.1120.338層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-282842.4141.338層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-282843.1143.738層3-13-5/3-B3-F梁板結(jié)構(gòu)302006-12-282842.9143.0

39、18538層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-012846.0153.318638層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-012850.5168.318739層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-012850.9169.718839層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-012844.4148.018939層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-012842.7142.3190二十七層三十一層3-13-5/3-B3-F外墻二次結(jié)構(gòu)302007-01-022845.8152.719125層30層3-13-5/3

40、-B3-F構(gòu)造柱結(jié)構(gòu)152007-01-052830.7204.719225層30層3-13-5/3-B3-F圈梁結(jié)構(gòu)202007-01-052832.3161.519339層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-052851.2170.719439層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-052852.3174.319540層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-052849.6165.319640層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-052851.9173.019740層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-0

41、52851.6172.019840層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-162847.3157.7施工單位：（公章） 制表：楊穎混凝土試塊試驗結(jié)果匯總表 GD2301038 0 序號施工部位強度等級C試件制作時 間試件齡期（d）試壓結(jié)果（Mpa）達到強度（%）40層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-162847.4158.041層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-162838.1127.041層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-162839.7132.341層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-16

42、2838.6128.7負三層暗柱及側(cè)壁墻結(jié)構(gòu)3-13-2/3-G3-H 352007-01-172850.7144.9負二層梁、板結(jié)構(gòu)3-13-2/3-G3-H 352007-01-172853.9154.041層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-202842.9143.041層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-202849.5165.042層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-202843.4144.742層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-202831.7105.742層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-202839.6132.042層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-242843.0143.342層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-01-242845.0150.043層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-242839.0130.043層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-242836.9123.043層3-13-5/3-B3-F梁板結(jié)構(gòu)302007-01-242842.1140.344層3-13-5/3-B3-F豎向結(jié)構(gòu)302007-0