外加剂自动计算

减水率,,,≥25,泌水率比,,,,,,,,,,,,,,,

基准砼单位用水量,掺外加剂砼单位用水量,减水率,平均值,筒质量,筒及试样质量,试样质量,拌和物用水量,拌和物总质量,常压泌水量,泌水率,泌水率,泌水率比,,拌和物总质量,,,,拌和物用水量,

226,165,0.2699,0.2700,674,7335,6661,3369,36306,37,0.0599,0.058663116,0,,36306,15.1275,2400,226,3369,14.90707965

224,162,0.2768,,674,7339,6665,3367,36184,37,0.0597,,,,36184,15.07666667,2400,224,3367,15.03125

224,165,0.2634,,674,7333,6659,3365,36153,35,0.0565,,,,36153,15.06375,2400,224,3365,15.02232143

220-230,160,,,673,7540,6867,2463,36217,,0,,,,36217,15.09041667,2400,165,2463,14.92727273

,,,,673,7542,6869,2469,36247,,0,,,,36247,15.10291667,2400,162,2469,15.24074074

,,,,674,7548,6874,2453,36171,,0,,,,36171,15.07125,2400,165,2453,14.86666667

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含气量,2.5,2.6,2.3,2.4667,2.0667,≤3.0,5,,,,,,,,,,,5,

,0.4,,,,,,,,,,,,,,,,,,

,,50-70,80-90,,,,,,,,,,,,,,,,

压力泌水率,,压力泌水量,,,,,,,,,,,,,,,,,

,,加压10s,加压140s,单值,平均值,压力泌水比,,,,,,,,,,,,,

,不掺,61.8,83.5,0.7401,,,,,,,,,,,,,,,

,,54,83.6,0.6459,0.6764,,,,,,,,,,,,,,

,,53.2,82.7,0.6433,,,,,,,,,,,,,,,

,掺,12.4,34.9,0.3553,,0.5678,≤90,,,,,,,,,,,,

,,14.2,32.8,0.4329,0.3841,,,,,,,,,,,,,,

,,11.1,30.5,0.3639,,,,,,,,,,,,,,,

,,8-15,25-35,,,,,,,,,,,,,,,,

,KN,,,,,Mpa,抗压强度比,,,,,,,,,,,,

1天强度,337.5,342,382.5,22500,掺,抗压强度比,15,15.2,17,15.7333,180.1527,≥170,,,,,,,

3天强度,463.5,499.5,497.25,22500,,掺,20.6,22.2,22.1,21.6333,172.1485,≥160,,,,,,,

7天强度,758.25,756,661.5,22500,,,33.7,33.6,29.4,32.2333,168.7609,≥150,,,,,,,

28天强度,1127.25,1107,1156.5,22500,,,50.1,49.2,51.4,50.2333,156.4901,≥140,,,,,,,

1天强度,193.50,184.50,211.5,22500,不掺,,8.6,8.2,9.4,8.7333,,,,,,,,,

3天强度,303.75,283.5,261,22500,,不掺,13.5,12.6,11.6,12.5667,,,,,,,,,

7天强度,443.25,438.75,407.25,22500,,,19.7,19.5,18.1,19.1000,,,,,,,,,

28天强度,738.00,679.50,749.25,22500,,,32.8,30.2,33.3,32.1000,,,,,,,,,

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固体含量,烘干样,试样,瓶重,瓶+试样,瓶+烘干样,固体含量,,固体含量,,,,,,,,,,,

,1.5943,3.60049612,25.5470,29.14748324,27.14129026,0.442800959,0.44,0.446022225,,,,,,,,,,,

,1.6282,3.608653874,25.5458,29.15443979,27.17394662,0.451182285,0.45,,,,,,,,,,,,

,1.6264,3.662436947,25.5483,29.21075526,27.17474588,0.444083431,0.44,,,,,,,,,,,,

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砼拌和物质量,20L,2400,砂率.45,,,,,,,,,,,,,,,,

360,7.2,,1000,20,,,,,,,,,,,,,,,

196,3.92,,1000,20,,,,,,,,,,,,,,,

829.8,16.596,,1000,20,,,,,,,,,,,,,,,

405.68,8.1136,,1000,20,,,,,,,,,,,,,,,

608.52,12.1704,,1000,20,,,,,,,,,,,,,,,

2400,48,,,,,,,,,,,,,,,,,,

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外加剂计算,,,,,,,,,,,,,,,,,,,

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,,,kg,,,kg,,,,,,,,,,,,,

20,1000,2400,230,水,,4.6,,基准砼,坍落度,80±10mm,,,,,,,,,

20,1000,2400,330,水泥,,6.6,,,,,,,,,,,,,

20,1000,2400,736,砂,,14.72,,,,,,,,,,,,,

20,1000,2400,441.6,5-10碎石,0.4,8.832,,,,,,,,,,,,,

20,1000,2400,662.4,10-20碎石,0.6,13.248,,,,,,,,,,,,,

,,,2400,,每m3重,48,,,,,,,,,,,,,

,,,0.4,砂率,,,,,,,,,,,,,,,

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20,1000,2400,170,水,,3.4,,掺外加剂砼,,,,,,,,,,,

20,1000,2400,330,水泥,,6.6,,,,,,,,,,,,,

20,1000,2400,758.68,砂,,15.1736,,,,,,,,,,,,,

20,1000,2400,455.208,5-10,碎石,9.10416,,,,,,,,,,,,,

20,1000,2400,682.812,10-20,,13.65624,,,,,,,,,,,,,

20,1000,2400,3.3,外加剂,,0.066,,,,,,,,,,,,,

,,,2400,kg/m3,,48,kg/15L,,,,,,,,,,,,

,减水率,每m3,0.260869565,,每15L,0.260869565,,,,,,,,,,,,,

,,砂率,0.4,,,,,,,,,,,,,,,,

,,外加剂掺