M10砂浆抗压强度自动计算表

M10砂浆 28D
79.66 15.9
9.57 77.96 15.6
17.93
8.7
84.57 16.9 16.3
79.83 16
0
83.9 16.8
0
83.76 16.8
M30砂浆
156.25 152.22 158.43 167.38 163.26 165.09
7D
31.3 30.5 31.7 33.5 32.7
46.7 93.4%
C50孔道压浆
304.6 60.9 303.93 60.8 307.52 61.5 290.02 58 296.25 59.3 291.75 58.4
28d 59.8
C50孔道压浆
300.17 60.1 298.26 59.7 308.14 61.7 309.13 61.9 283.12 56.6 295.89 59.2
RBaidu NhomakorabeaND()*(B -A)+A
a是最小 值
用于获得 ab之间的 随机数据 M10砂浆
54.7 54.31 50.27 51.08 50.73
b是最大 值
7D
0 10.9 10.9 10.1 10.2 10.2
M10砂浆强度自动计算程序
按delete 键获得随 机数据
ROUND(A, B) A是可以 算出数值 的表达式 B是要保 留的小数 位数
46.6
28d抗折 3.060 7.2 2.850 6.7 6.9 2.920 6.8
60.3
28d抗折 3.610 8.5 3.940 9.2 8.9 3.840 9.0
60.3
C50 1333.9 1387.2 1422.3
28D
59.3 61.7 63.2
61.4
C40 1069.89 1070.7 1098.33
28D
28.4 27.2 30.7
28.8
28D
23.9
24.4
489.19 467.03
C15 360.26 382.54 385.30
21.7 21.8 109.0% 530.48
20.8
581.05
7D
16.0 17.0 17.1
16.7
C15 425.65 446.86 446.74
23.6 24.4
59.47 37.2
34.35 21.5
55.04 34.4
42.5 3d抗压
3d抗折
42.5 28d抗压
43.72 27.3
2.07 4.8
71.92 45.0
40.11 25.1
2.19 5.1
5.0 75.49 47.2
40.83 25.5 26.7 2.18
5.1
41.67 26.0
72.58 45.4 74.18 46.4
46.9 45.9
49
29.3 28.7 30.6
29.9
97.13 95.21 99.13
60.7 59.5 62.0
C50 1169.7 1200.3 1273.2
7D
52.0 53.3 56.6
54.0
108.0%
C50 1185.2 1306.7
1439
28D
52.7 58.1 64.0
58.3
C40 940.38 918.06 937.03
7D
41.8 40.8 41.6
41.4
103.5%
C40 1072.61 1117.81 1055.89
28D
47.7 49.7 46.9
48.1
C35 781.89 799.13 785.46
7D
34.8 35.5 34.9
35.1
100.3%
C35 906.84 915.04 968.03
33
32.1
M30砂浆 28D
184.73 37 0 185.92 37.2
184.71 37 37.5 198.78 39.8 0 197.01 39.4 194.22 38.9
41.25 0
c50同条件 1121.2 49.8 1096.2 48.7 1036.7 46.1
48.2
96.4%
c50同条件 1029.9 45.8 1077.6 47.9 1041.7 46.3
45.43 28.4
78.4 49.0
44.48 27.8
74.72 46.7
52.5 3d抗压
3d抗折
52.5 28d抗压
49.87 31.2
2.52 5.9
94.03 58.8
49.92 31.2
2.85 6.7
6.3 98.52 61.6
45.52 28.5 29.9 2.73
6.4
94.25 58.9
28D
40.3 40.7 43.0
41.3
C30 731.65 758.45 737.65
7D
32.5 33.7 32.8
33.0
110.0%
C30 848.16 810.42 781.24
28D
37.7 36.0 34.7
36.1
5MPa抗折砼
7d
41.0
5.47
42.5
5.67 5.58
42.0
25.8
28D
18.9 19.9 19.9
19.6
计算程序
自动四舍五入
M10砂浆
76.03 81.91 82.94 79.98 75.67 79.09
28D
15.2 16.4 16.6
16 15.1 15.8
15.9
M30砂浆 28D
198.92 39.8 196.13 39.2 185.55 37.1 196.13 39.2 191.77 198.18 39.7
28d 59.9
水泥原材
32.5 3d抗压
3d抗折
32.5 28d抗压
34.62 21.6
1.63 3.8
56.11 35.1
34.95 21.8
1.60 3.7
3.9 61.32 38.3
30.84 32.84
19.3 20.5
20.9
1.70
4.0
55.81 34.9 58.42 36.5
33.1 20.7
5.60
111.6%
5MPa抗折砼
28d
46.500
6.20
49.000
6.53 6.38
48.000
6.40
C25 583.64 616.02 606.27
C20 512.97
7D
25.9 27.4 26.9
26.7
106.8%
C25 638.36 611.55 689.84
7D
22.8
21.8
C20 538.82
28D
47.6 47.6 48.8
38.7
c50同条件 1093.6 48.6
1042 46.3 1083.1 48.1
47.7 95.4%
C50孔道压浆
291.85 58.4 287.96 57.6 282.74 56.6 298.97 59.8 300.37 60.1 302.54 60.5
28d 58.8
36.1
28d抗折 2.85 6.7 2.64 6.2 6.4 2.76 6.5