各级碎石混凝土理论配合比(共17页)

1、精选优质文档-倾情为你奉上表7-200 C10级碎石混凝土配合比参考表强度标准差=4MPa 水泥强度等级=32.5MPa配制强度fcu,00)=16.6MPa 每立方混凝土假定用料总量mcp2360kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0032.50.8610304520023386710600.8613.724.55355021024485810483.524.30557022025684810363.314.051.0835.10.93103046200215895105

2、00.9314.164.88355021022688510393.924.60557022023787510283.694.34201.0032.50.8610304418521586210980.8614.015.11355019522785310853.764.78557020523884310743.544.511.0835.10.9310304518519988910870.9314.475.46355019521088010754.195.12557020522087110643.964.8431.51.0032.50.8610304317520385211300.8614.205.

3、57355018521584311173.925.20557019522783311053.674.871.0835.10.9310304417518887911180.9314.685.95355018519986911074.375.56557019521086010954.105.21401.0032.50.8610304216519284111620.8614.386.05355017520383211504.105.67557018521582311373.835.291.0835.10.9310304316517786811500.9314.906.5035501751888591

4、1384.576.05557018519985011264.275.66表7-201 C15级碎石混凝土配合比参考表强度标准差=4MPa 水泥强度等级=32.5MPa配制强度fcu,021.58MPa 每立方米混凝土假定用料总量mcp2360kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0032.50.6610304120030376110960.6612.5123.617355021031875110812.3623.399557022033374110662.2253.2011.

5、0835.10.7110304320028280710710.7112.8623.798355021029679710572.6933.571557022031078710432.5393.365201.0032.50.6610303918528073911560.6612.6394.129355019529572911412.4713.868557020531171911252.3123.6171.0835.10.7110304118526178511290.7113.0084.326355019527577511152.8184.055557020528976511012.6473.810

6、31.51.0032.50.6610303817526573011900.6612.7554.491355018528072011752.5714.196557019529571011602.4073.9321.0835.10.7110304017524677611630.7113.1544.728355018526176611482.9354.398557019527575611342.7494.124401.0032.50.6610303716525072012250.6612.8804.900355017526571012102.6794.566557018528070111942.50

7、44.2641.0835.10.7110303916523276611970.7113.3025.159355017524675611833.0734.809557018526174611682.8584.475表7-202 C20级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=32.5MPa配制强度fcu,028.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0032.50.5135503621041264011380

8、.5111.5532.762557022043163011191.4622.596759023045161911001.3732.4391.0835.10.5535503721038266911390.5511.7512.982557022040065911211.6482.803759023048164811041.5502.641201.0032.50.5135503519538263811850.5111.6703.102557020540262811651.5622.898759021542261711461.4622.7161.0835.10.55355036195355666118

9、40.5511.8763.335557020537365611661.7593.126759021539164611481.6522.93631.51.0032.50.5135503418536363012220.5111.7363.366557019538262012031.6233.149759020540260911841.5152.9451.0835.10.5535503518533665812210.5511.9583.634557019535564812021.8253.386759020537363811841.7103.174401.0032.50.51355033175343

10、62112610.5111.8103.676557018536361112411.6833.419759019538260212211.5763.1961.0835.10.5535503417531864812590.5512.0383.959557018533663912401.9023.690759019535562912211.7723.439表7-203 C20级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=42.5MPa配制强度fcu,028.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂

11、率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0042.50.6635504121031876811040.6612.4153.472557022033375710902.2733.273759023034874710752.1473.0891.0845.90.7135504321029681410800.7112.7503.649557022031080410662.5943.439759023032479410522.4513.247201.0042.50.6635503919529574511650.6612.5253.94955702053117351

12、1492.3633.695759021532672511342.2243.4791.0845.90.7135504119527579111390.7112.8764.142557020528978111252.7023.893759021530377211102.5483.66331.51.0042.50.6635503818528073512000.6612.6254.286557019529572611842.4614.014759020531171611682.3023.7561.0845.90.7135504018526178211720.7112.9964.4905570195275

13、77211582.8074.211759020528976211442.6373.958401.0042.50.6635503717526572512350.6612.7364.660557018528071612192.5574.354759019529570712032.3974.0781.0845.90.7135503917524677212070.7113.1384.907557018526176211922.9194.567759019527575311772.7384.280表7-204 C25级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=32.5MPa配制强度fcu

14、,033.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0032.50.4435503421047758211310.4411.2202.371557022050057111091.1422.218759023052356010871.0712.0781.0835.10.4735503621044762711160.4711.4032.497557022046861610961.3162.342759023048960510761.

15、2372.200201.0032.50.4435503319544358111810.4411.3122.666557020546657111581.2252.485759021548956011361.1452.3231.0835.10.4735503519541562711630.4711.5112.802557020543661611431.4132.622759021545760511231.3242.45731.51.0032.50.4435503218542057412210.4411.3672.907557019544356411981.2732.7047590205466553

16、11761.1872.5241.0835.10.4735503418539461912020.4711.5713.051557019541560911811.4672.846759020543659811611.3722.663401.0032.50.4435503117539856612610.4411.4223.168557018542055612391.3242.950759019544354612161.2332.7451.0835.10.47355031.517537258412690.4711.5703.411557018539457412471.4573.165759019541

17、556412261.3592.954表7-205 C25级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=42.5MPa配制强度fcu,033.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0042.50.5735503721036867411480.5711.8323.120557022038666411301.7202.927759023040465311131.6162.7551.0845.90.6135503921

18、034472011260.6112.0933.273557022036170911101.9643.075759023037769910941.8542.902201.0042.50.5735503619534267111920.5711.9623.485557020536066111741.8363.261759021537765111571.7273.0691.0845.90.6135503819532071611690.6112.2383.653557020533670611532.1013.432759021535269711361.9803.22731.51.0042.50.5735

19、503518532566212280.5712.0373.778557019534265212111.9063.541759020536064211931.7833.3141.0845.90.6135503718530370712050.6112.3333.977557019532069711882.1783.713759020533668811712.0483.485401.0042.50.5735503417530765212660.5712.1244.124557018532564312471.9783.837759019534263312301.8513.5961.0845.90.61

20、35503617528769712410.6112.3474.324557018530368812242.2714.040759019532067912062.1223.769表7-206 C30级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=32.5MPa配制强度fcu,038.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0032.50.383550322105535241113水泥用量过大,不宜选用55702205

21、795121089759023060551010641.0835.10.4135503321051255411245570220536543110175902305615311078201.0032.50.38355055707590311955135251167205539513114321556650211171.0835.10.4135503419547755211760.4111.1572.465557020550054211531.0842.306759021552453211291.0152.15531.51.0032.50.3835503018548751812100.3811.

22、0642.485557019551350811840.9902.308759020553949711590.9222.1501.0835.10.4135503118545154712170.4111.2132.698557019547553611941.1282.514759020550052511701.0502.340401.0032.50.3835502917546151212520.3811.1112.716557018548750112271.0292.520759019551349112010.9572.3411.0835.10.4135503017542753912590.411

23、1.2392.948557018545152912351.1732.738759019547651912101.0902.542表7-207 C30级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=42.5MPa配制强度fcu,038.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0042.50.49355035.521042962511360.4911.4572.648557022044961511161.3702.48

24、6759023046960410971.2882.3391.0845.90.5335503721039666411300.5311.6772.854557022041565311121.5732.680759023043464210941.4792.521201.0042.50.49355034.519539862311840.4911.5652.975557020541861311641.4672.785759021543960211441.3712.6061.0845.90.5335503619536866111760.5311.7963.196557020538765111571.682

25、2.990759021540764011381.5722.79631.51.0042.50.49355033.518537861512220.4911.6273.233557019539860512021.5203.020759020541859511821.4232.8281.0845.90.5335503518534965312130.5311.8713.476557019536864311941.7473.245759020538763311751.6363.036401.0042.50.49355032.517535760712610.4911.7003.532557018537859

26、712401.5793.280759019539858712201.4753.0651.0845.90.5335503417533064412510.5311.9523.791557018534963412321.8173.530759019536862512121.6983.293表7-208 C35级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=42.5MPa配制强度fcu,043.23MPa 每立方米混凝土假定用料总量mcp2400kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0m

27、g0161.0042.50.4435503421047758211310.4411.2202.371557022050057111091.1422.218759023052256010881.0732.0841.0845.90.4735503521044761011330.4711.3652.535557022046859911131.2802.378759023048958810931.2022.235201.0042.50.4435503319544358111810.4411.3122.666557020546657111581.2252.485759021548956011361.14

28、52.3231.0845.90.4735503419541560911810.4711.4672.846557020543659811611.3722.663759021545758811401.2872.49531.51.0042.50.4435503218542057412210.4411.3672.907557019544356411981.2732.704759020546655311761.1872.5241.0845.90.4735503318539460112200.4711.5253.096557019541559111991.4242.88975902054365801179

29、1.3302.704401.0042.50.4435503117539856612610.4411.4223.168557018542055612391.3242.950759019544354612161.2332.7451.0845.90.4735503217537259312600.4711.5943.387557018539458312381.4803.142759019541557312171.3812.933表7-209 C35级碎石混凝土配合比参考表强度标准差=5MPa 水泥强度等级=52.5MPa配制强度fcu,043.23MPa 每立方米混凝土假定用料总量mcp2400kg粗

30、骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0052.50.5435503621038964811530.5411.6662.964557022040763811351.5682.789759023042662711171.4722.6221.0856.70.5835503821036269511330.5811.9203.130557022037968411171.8052.955759023039767410991.6982.768201.0052.50.54355035195361

31、64511990.5411.7873.321557020538063511801.6713.105759021539862511621.5702.9201.0856.70.5835503719533669211770.5812.0603.503557020535368211601.9323.286759021537167111431.8093.08831.51.0052.50.5435503418534363612360.5411.8543.603557019536162712171.7373.371759020538061711981.6243.1531.0856.70.5835503618

32、532068212130.5812.1313.791557019533667311962.0033.560759020535366311791.8783.340401.0052.50.5435503317532462712740.5411.9353.932557018534361812541.8023.656759019536160912351.6873.4211.0856.70.5835503517530267312500.5812.2284.139557018531966412322.0823.862759019533665412151.9463.616表7-210 C40级碎石混凝土配合

33、比参考表强度标准差=6MPa 水泥强度等级=42.5MPa配制强度fcu,049.87MPa 每立方米混凝土假定用料总量mcp2450kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0042.50.383550332105535401097水泥用量过大,不宜选用55702205795281073759023060351710501.0845.90.4135503421051258611420.4111.1452.230557022053757611171.0732.0807590230

34、56156410951.0051.952201.0042.50.3835503319551357511670.3811.1212.275557020553956311431.0452.121759021556655111180.9731.9751.0845.90.4135503419547660511740.4111.2712.466557020550059311521.1862.304759021552458211291.1112.15531.51.0042.50.3835503218548756912090.3811.1682.483557019551355711851.0862.3107

35、59020553954611601.0132.1521.0845.90.4135503318545159912150.4111.3282.694557019547658711921.2332.504759020550057611691.1522.338401.0042.50.3835503017546054512700.3811.1852.761557018548753312451.0942.556759019551352312191.0192.3761.0845.90.4135503217542751912570.4111.3842.944557018545158012341.2862.73

36、6759019547557012101.2002.547表7-211 C40级碎石混凝土配合比参考表强度标准差=6MPa 水泥强度等级=52.5MPa配制强度fcu,049.87MPa 每立方米混凝土假定用料总量mcp2450kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0052.50.4735503421044761011830.4711.3652.647557022046859911631.2802.485759023048958911421.2042.3351.0856.70.

37、50355035.521042064611740.5011.5382.795557022044063511551.4432.625759023046062511351.3592.467201.0052.50.4735503319541560712330.4711.4632.971557020543659712121.3692.780759021545758711911.2842.6061.0856.70.50355034.519539064312220.5011.6493.133557020541063312021.5442.932759021543062311811.4492.74931.5

38、1.0052.50.4735503218539459912720.4711.5203.228557019541558912511.4193.014759020543657912301.3282.8211.0856.70.50355033.518537063512600.5011.7163.407557019539062512401.5973.179759020541061512201.5002.976401.0052.50.4735503117537259013130.4711.5863.530557018539458012911.4723.277759019541557012701.3733.0601.0856.70.50355032.517535062612990.5011.7893.711557018537061612791.6653.457759019539060612591.5543.228表7-212 C50级碎石混凝土配合比参考表强度标准差=6MPa 水泥强度等级=52.5MPa配制强度fcu,059.87MPa 每立方米混凝土假定用料总量mcp2450kg粗骨料最大粒径(mm)水泥富余系数水泥强度(MPa)水灰比坍落度(mm)砂率(%)每立方米用料量(kg)配合比水水泥砂石子mw0mc0ms0mg0161.0052.50.3935503