土石方实方虚方计算方式

附录1土石方松实系数换算表项目自然方松方实力码方土方11.330.85石方11.531.31砂方11.070.94混合料11.190.88块石11.751.431.67注：L松实系数是指土石料体积的比例关系，供一般土石方工程换算时参考;2.块石实方指堆石坝坝体方，块石松方即块石堆方。附录2 一般工程土类分级表土质级别土质名称自然湿容重(kg/m3)外形特征开挖方法I.砂土.种植土1650-1750疏松，粘着力差或易透水，略有粘性用锹或略加脚踩开挖n1.壤土2淤泥3.含壤种植土1750〜1850开挖时能成块，并易打碎用锹需用加脚踩开挖m1粘土2.干燥黄土1800-1950粘手，看不见砂粒或干硬用镐、三齿耙开挖或用锹

.干淤泥.含少量砾石粘土需用力加脚踩开挖IV.坚硬粘土.砾质粘土.含卵石粘土1900-2100土壤结构坚硬，将土分裂后成块状或含粘粒砾石较多用镐、三齿耙工具开挖附录3 岩石类别分级表岩石级别岩石名称实体岩石自然湿度时的平均容重(kg/m3)净钻时间(min/m)极限抗压强度(kg/cm2)强度系数用直径30mm合金钻头，凿岩机打眼(工作气压为4.5气压)用直径30mm淬火钻头，凿岩机打眼(工作气压为4.6气压)用直径25mm钻杆，人工单人打眼12345678V1.砂藻土及软的白生土1500<3.530<2001.5-22.硬的石炭纪的粘土1950.03.胶结不紧的砾岩1900-22004.各种不坚实的页岩2000VI1.软的有空隙的节理多的2200445200-2~4

石灰岩及贝壳石灰芍(3.5~4.5)(30~60)4002.密实的白垩26003.中等坚实的页岩27004.中等坚实的泥灰岩2300vn1.水成岩卵石经石灰质胶结而成的砾石22006(4.5-7)78(61-95)400-6004~62.风化的节理多的粘土质砂岩22003.坚硬的泥质页岩28004.坚实的泥灰岩2500vn1.角砾状花岗岩23006.8(5.7~7.7)8.5(7.1~10)115(96~135)600~8006~82.泥灰质石灰岩23003.粘土质砂岩22004.玄母页有及砂质页有23005.硬石膏2900IX1.软的风化较甚的花岗岩、片麻岩及正常岩25008.5(7.8~9.2)11.5(10.1-13)157(136-175)800~10008~102.滑石质的蛇纹岩24003.密实的石灰B25004.水成岩卵石经硅质胶结的砾岩25005.砂岩25006.砂质石灰质的页岩 2500续上表续上表岩石级别岩石名称实体岩石自然湿度时的平均容重(kg/m3)净钻时间(min/m)极限抗压强度(kg/cm2)强度系数用直径30mm合金钻头，凿岩机打眼(工作气压为4.5气压)用直径30mm淬火钻头，凿岩机打眼(工作气压为4.6气压)用直径25mm钻杆，人工单人打眼123456781.白云岩270010151951000〜2700(176-10〜122.坚实的石灰石(9.3~10.8)(13.1-17)1200X3.大埋石2700215)4.石灰质胶结的致密的砂26005.坚硬的砂质页岩26001.粗粒花岗岩28002.特别坚实的白云岩29001or240(216-260)XI3.蛇纹岩260011.Z(10.9〜11.5)lo.b(10.9〜11.6)1200-12〜144.火成岩卵石经石灰质胶结的砾岩280014005.石灰质胶结的坚实的砂l_L_iS2700.06.粗粒正长岩2700xn1.有风化痕迹的安山岩及玄武岩270012.2(11.6-13.3)22(20.1-25)290(261~320)1400〜160014〜162.片麻岩、粗面岩26003.特别坚实的石灰岩29004.火成岩卵石经硅质胶结2600的砾岩xm1.中粒化凶Q310014.1(13.4〜14.8)27.5(25.1-30)360(321-400)1600~180016〜182.坚实的片麻岩280027004.为誉25005.坚实的粗面岩28006.中粒正常岩2800岩石级别岩石名称实体岩石自然湿度时的平均容重(kg/m3)净钻时间(min/m)极限抗压强度(kg/cm2)强度系数用直径30mm合金钻头，凿岩机打眼(工作气压为4.5气压)用直径30mm淬火钻头，凿岩机打眼(工作气压为4.6气压)用直径25mm钻杆，人工单人打眼12345678XIV1.特别坚实的细粒花岗岩230015.5(14.9〜18.2)32.5(30.1-40)1800〜200018-202.花岗片麻岩23003.闪长岩22004.最坚实的石灰岩23005.坚实的班岩2900XV1.安山岩、玄武岩、坚实的角闪岩310020(18.3〜24)32.5(40.1-60)2000-250020-252.最坚实的辉绿岩及闪长S29003.坚实的辉长岩及七1英岩2800XVI1.钙钠长石质橄榄石质3300>24>60>2500>25玄武岩2.特别坚实的辉长岩、3000阵冰Q、仁1央有位切万附录4 河道疏浚工程分级表1.土、砂分级表土砂类SU土名状态粒组、塑性图分类案入胡N6JS雒体沉入土中深度h(mm)酸瞄度Pt(g/cm2)液性指数I.相对定度Dr(mm)含S国理(%)附着力F(g/cm2)典型土、砂名称举例泥IOH中、高空性有机粘土0>10<1.55<1.50OH中、高空性有机粘土<2>101.55-1.71.50-1.00nOL保中塑性有机粉土、有机纷粘土<47-101.81.00~0.75m可空砂至土OL侬性拈土，砂质粘土，黄土5~83~7>1.800.75~0.25可空壤土CI中塑性拈土，粉质粘土5~83~7>1.800.75~0.25可空粘土CH高塑性拈土，把粘土，彩眯土5~83~7>1.800.75~0.25<100

松散经、细砂SMzSGS-MS-C粉（粘）质土砂，微含粉（粘）质土砂<41.900-0.330.05~0.25IV硬塑砂至土CL低塑性拈土，砂质粘土，黄土9-142~31.85-1.900.25-0<100CI中塑性拈土，纷质粘土9-142~31.85-1.900.25-0<100中密纷细砂SMzSGS-MS-C粉（枯演土砂，不良级配抄.粘（物）土砂混合料5-101.900.33~0.670.05~0.25V硬塑粘土CH高塑性拈土，阳粘土，彩眯土9-142~31.85-1.900.25-0>250密实纷、细砂SM,SC,S-M,S-C粉（怙）质土砂，不良级配砂，粘（粉）土砂混10-302.000.67~1.000.05~0.25VI坚硬砂填土CL砂质粘土，低塑性粘土，黄土15-30<21.90-1.95<0<100甄虹CI中型性粘土，粉质怙土15-30<21.90-2.00<0<100

续上表土砂类SU土名状态粒组、塑性图分类要入雒体沉入酸瞄度液性指数相对密度蝇含S附着力典型土、砂名称举例胡土中深度P：国理FN61Sh(mm)(g/cm2)kDr(mm)(%)(g/cm2)vn坚硬粘土CH高塑性粘土NEtt土，膨虹15-30<21.90-2.00<0>250弱胶结砂理±15-31砂中砂松散中砂SM5GSP粉（粘）质土砂，砂、粉（粘）土眇泯合料，不良级纪砂0-152.000-0.330.25~0.50>50中空中砂SMSGSWSP粉（粘）质土砂，良好（不良）级配砂15-302.050.33~0.670.25~0.50>50紧寄中砂（含铁SM(C),SW(P),粉（粘）质土砂，良好（不良）级配砂，场30~50>50板砂）GM(C)fGM(C),（粘）质土砾，冻、砂、粉（粘）土砂混>2.050.25~0.50

合料,不良级配砂坦砂松散粗砂SMSCSP粉（粘）土砂，砂、粉（枯）土砂混合料,不良级配砂0-152.000.50~2.00>50中S!用砂SMSCSW粉（拈）质土砂，砂、粉（粘）土砂混合料，良好级纪砂15-302.050.50~2.00>50鼻虫粗砂（含SM(C),SW(P),粉（粘）质土砂，良好（不良）级配砂，核30~50蜘明GM(C)fGM(C),含粉（拈）质土语,距、砂、物（粘）土>2.050.50~2.00>50砂混合料，砾质沙

2.水力冲搭机组土类划分表土类土类名称自然容重kg/m3外形特征开挖方法I1稀泥1500-1800含水饱^口，搅动即成糊状不成锹，用桶装运2流砂含水饱^口，能缓缓流动，挖而复涨n1砂土1650〜1750颗粒较粗，无凝聚性和可塑性，空隙大，易透水用铁锹开挖2砂壤土土质松软，由砂与培土组成，易成浆m1的1700-1850行走陷足，粘锹粘框用铁锹或长苗大锹开挖2壤土手触感觉有砂的成分，可塑性好3含根种植土有植物根系，能成块，易打碎IV1粘土1750-1900颗粒较细，粘手滑腻,能压成块用三齿叉撬挖2干燥粘手，看不见砂粒3干淤土水分在饱和点以下，质软易挖附录5岩石十二类分级与十六类分级对照表十二类分级十六类分级岩石级别可钻性(m/h)一次提钻长度(m)岩石级别可钻性(m/h)一次提钻长度(m)IV1.61.7V1.61.7V1.151.5VIvn1.21.01.501.40VI0.8213vm0.851.30VD0.571.1IXX0.720.551.201.10vn0.380.85XI0.380.85IX0.250.65xn0.250.65X0.150.50xmXIV0.180.130.550.40XI0.090.32XV0.090.32xn0.0450.16XVI0.0450.16附录6钻机钻孔工程地层分类与特征表

垫层名称特 征1粘土塑性指数>17,人工回填压头或天然的粘土层，包括粘土含石2.砂壤土天然的砂壤土层。包括土砂、壤土、砂土互层、壤土含石和砂土3.淤泥天然空隙比>1并且41.5的粘土和亚粘土4.粉细砂dso<O.25mm,塑性指数41,包括粉砂、粉细砂含石5.中粗砂dso<O.25mm,并且42mm。包括中粗砂含石6.砾石粒径2~20mm的颗粒占全重50%的地层，包括砂砾石和砂砾7.卵石粒径2~200mm的颗粒占全重51%的地层，包括砂砾石卵石a/示包粒径200〜800mm的颗粒占全重52%的地层，包括漂卵石9.混凝土指水下浇筑，龄期不超过28天的防渗墙接头混凝土10.基岩指全风化、强风化、弱风化的岩石11.孤石粒径〉800mm需作专项处理，处理后的孤石按基岩定额计算附录7混凝土、砂浆配合比及材料用量表1、混凝土配合比有关说明(1)除碾压混凝土材料配合参考表外，水泥混凝土强度等级均以28d龄期用标准试验方法测得的具有95%保证率的抗压强度标准值确定，如设计龄期超过28d,按表7-1系数换算。计算结果如介于两种强度等级之间，应选用高一级的强度等级。表7-1设计龄期(d)286090180强度等级折合系数1.000.830.770.71(2)混凝土配合比表中混凝土骨料按卵石、粗砂拟定，如改用碎石或中、细砂,按表7-2系数换算。表7-2项目水泥砂水卵石换为碎石1.101.101.061.10

粗砂换为中砂1.070.980.981.07粗砂换为细砂1.100.960.971.10粗砂换为特细砂1.160.900.951.16注：水泥按重量计，砂、石子、水按体积计。（3）混凝土细骨料的划分标准为：细度模数3.19~3.85（或平均粒径1.2~2.5mm）为粗砂;细度模数2.5〜3.19（或平均粒径0.6〜1.2mm）为中砂；细度模数1.78~2.5（或平均粒径0.3~0.6mm）为细砂;细度模数0.9~1.78（或平均粒径0.15~0.3mm）为特细砂。（4）埋块石混凝土，应按配合比表的材料用量，扣除埋块石实体的数量计算。①埋块石混凝土材料量二配合表列材料用量x（l-埋块石量％）I块石实体方=1.67码方②因埋块石增加的人工见表7-3。表7-3埋块石率（%）5101520每100m3埋块石混凝土增加人„时24.032.042.459.8注：不包括块石运输及影响浇筑的工时。（5）有抗渗抗冻要求时，按表7-4水灰比选用混凝土强度等级。表7-4抗渗等级一般水灰比抗冻等级一股水灰比W40.60-0.65F50<0.58W60.55-0.60F100<0.55W80.50-0.55F150<0.52W12<0.50F200<0.50F300<0.45(6)除碾压混凝土材料配合参考表外,混凝土配合表的预算量包括搅拌场内运输及操作损耗在内。不包括搅拌后(熟料)的运输和浇筑损耗。(7)水泥用量按机械拌和拟定，若系人工拌和，水泥用量增加5%。(8)按照国际标准(ISO3893)的规定，且为了与其他规范相协调，混凝土及砂浆配合比按强度等级表示。.纯混凝土材料配合比及材料用量纯混凝土材料配合比及材料用量见表7-7。.掺外加剂混凝土材料配合比及材料用量掺外加剂混凝土材料配合比及材料用量见表7-8。.掺粉煤灰混凝土材料配合比及材料用量掺粉煤灰混凝土材料配合比及材料用量见表7-9〜表7-llo.碾压混凝土材料配合碾压混凝土材料配合参考表见表7-12。.泵用混凝土材料配合泵用混凝土材料配合表见表7-13,表7-14。.水泥砂浆材料配合水泥砂浆材料配合表见表7-15。.水泥强度等级换算水泥强度等级换算系数参考值见表7-16。混凝土材料配合比及材料用量序号混凝土强度等级水泥强度物水灰比级配—配合比预算量(mm)水泥砂石子水泥(kg)粗砂卵石水(kg)(m3)(kg)(m3)(m3)1CIO32.50.7512013.695.052378770.5812180.720.17024013.925.052088190.5513600.790.15038013.786.451726530.4416300.950.125415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.652708530.5712060.700.17024013.24.412427770.5213670.810.15038013.095.572016230.4216350.960.125415012.928.031795270.3617991.060.1103C2032.50.5512012.489.893217980.5412270.720.17024012.533.782897330.4913820.810.150表7・7单位:m3

38012.494.722385940.4016370.960.125415012.386.802084980.3418031.060.11042.50.6012012.804.082948270.5612180.710.17024012.895.202617570.5113760.810.15038012.827.372186180.4216270.950.125415012.739.291915220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.110续上表序号混凝土强度等级水泥强度水灰比级配配合比预算量砂石子水泥粗砂卵石水

(mm)(kg)(kg)(m3)(kg)(m3)(m3)4C2542.50.5512012.483.783217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802385940.4016370.960.125415012.388.552084980.3418031.060.1105C3032.50.4512011.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.11042.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.1106C3532.50.4012011.572.804366890.4612370.720.17024011.773.443846850.4613430.790.150

38011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.11042.50.4512011.853.143897230.4812420.730.1706C3542.50.4524011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.124415011.777.092534480.3018171.060.1107C4042.50.40518011.572.804366890.4612370.720.170622311.773.443846850.4613430.790.150726611.535.123214930.3316660.970.125830911.496.352824220.2818161.060.1108C4542.50.34935211.133.284565200.3515180.890.125混凝土材料配合比及材料用量表7-8 单位：m3序号混凝土强水泥强度等级水级—配合比预算量

度等级(MPa)灰比配粒径(mm)水泥砂石子水泥(kg)粗砂卵石外加剂(kg)水(m3)(kg)(m3)(kg)(m3)1CIO32.50.7512014.145.692138870.5912300.720.430.17024014.187.191888260.5513720.80.380.15038014.1710.311576580.4416420.960.320.125415013.8412.781395600.3818031.050.280.1102C1532.50.6512013.444.812508650.5812210.710.500.17024013.576.192207900.5313820.810.450.15038013.468.981816300.4216490.960.370.125415013311.151605300.3618111.060.320.1103C2032.50.5512012.784.242908100.5412450.730.580.17024012.925.442547430.514000.820.520.15038012.87.72125960.4016540.970.430.125415012.669.521885030.3418171.060.380.110

42.50.6012013.164.612648390.5612350.720.530.17024013.265.862347670.5213920.810.470.15038013.198.291956240.4216410.960.390.125415013.1110.561715270.3618061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.110续上表序号混凝土强度等级水泥演度等级(MPa)水级最大配合比预算量灰粒径水泥砂石子水泥(kg)粗砂卵石外加制(kg)水(m3)比配(mm)(kg)(m3)(kg)(m3)4C2542.50.5512012.784.242908100.5412450.730.580.170

24012.925.442547430.514000.820.520.15038012.87.7021259604016540.970.430.125415012.669.521885030.3418171.060.380.1105C3032.50.4512012.123.623487360-4912690.740.710.17024012.234.533076890-4614110.830.620.15038012.136.392575490.3716670.970.520.1254150128.042254530.3018371.070.460.11042.50.5012012.363.923207570.5112700.740.640.17024012.54.9328270904814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.1106C3532.50.4012011.793.1839270504712650.740.780.17024012.013.934669804713680.80.690.15038011.725.772895000.3316910.990.580.125415011.687.172544270.2818391.080.510.110

42.50.4512012.123.623487360-4912690.740.710.17024012.234.533076890-4614110.830.620.15038012.136.392575490.3716670.970.520.1254150128.042254530.3018371.070.460.1107C4042.50.40118011.793.1839270504712650.740.780.170222312.013.934669804713680.80.690.150326611.725.772895000.3316910.990.580.125430911.687.172544270.2818391.080.510.1108C4542.50.34235211.293.734105320.3515520.910.820.125括粉煤灰混凝土材料配合表单位：表7-9 修粉煤灰量20%,取代系数1.3)m3序号混糠土强水泥强度等水级最大配合比预算量度等级(MPa)灰粒径水泥桧煤灰砂石子水泥粉煤灰粗砂卵石外加剂水

级比配(mm)(kg)(kg)(m3)(kg)(n^)(kg)(m3)1CIO32.50.7538010.3254.6511.47139456500.4416210.950.280.125415010.3254.514.42122405510.3717841.050.250.1102C1532.50.6538010.3253.8610.03160536200-4216270.960.330.125415010.3253.7112.57140475230.3517911.050.290.1103C2032.50.5538010.3253.108.44190635890-4016230.960.380.125415010.3252.9310.50168564950.3317911.050.340.11042.50.6038010.3253.549.21173586160-4216180.950.350.125415010.3253.4011.58152515190.3517811.050.310.110

拷粉煤灰混凝土材料配合表序工混凝度等级水泥强度等级(MPa)水灰比级配最大粒径(mm)配合比预算量水泥粉煤灰砂石子水泥(kg)粉煤灰粗砂卵石外加剂(kg)水(m3)(kg)(m3)(kg)(m3)1C1032.5n7，38010.4334.9612.38131576500.4416210.950.270.125415010.4334.7915.51115505510.3617841.040.240.1102C1532.50.6538010.4334.1310.82150666200.4216240.960.310.125415010.4333.9813.54132585250.3417881.050.270.11032.50.5538010.4333319.11178795900.4016220.950.360.1253C20415010.4333.1811.45156694950.3217871.050.320.11042.50.6038010.4333.789.92163716150.4216170.950.330.125表7-10(掺耕煤灰量25%,取代系数1.3)单位：m3

415010.4333.6212.44143635170.3517801.050.290.110拷粉煤灰混凝土材料配合表表7-11（疹粉煤灰量30%,取代系数13）表7-11（疹粉煤灰量30%,取代系数13）单位：m3混凝土水泥强度水级最大序号强等级灰粒径配合比预算量水泥粉煤灰砂石子水泥粉煤灰粗砂卵石外加剂水度等级(MPa)比配(mm)(kg)(kg)(rr?)(kg)(m3)(kg)(m3)1CIO32.50.7538010.5575.3013.09122696490.4416190.950.250.125415010.5575.101632108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140806190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955900.4016180.950.340.125415010.5573.3411.93148834950.3317861.050.30.11042.50.6038010.5573.971033154866130.4216120.950.310.125415010.5573.8413.11134765180.3517781.040.270.110

碾压混凝土材料配合叁考表表7-12 单位：kg/nP序号龄期(d)混凝土强度等级水泥强度等级(MPa)水胶比砂率(%)水泥粉煤灰砂石子外加剂水苗 注190C1042.50.61344610776115000.3893姻陵料，人工砂石料290C1542.50.5833649673815200.493姻陵料，人工砂石料390C2042.50.53368710778314130.49103姻陵料，人工砂石料490CIO32.50.6035638776514530.38790汾河二库资料，人工砂石料590C2032.50.5536838480114230.51192汾河二库资料，人工砂石料690C2032.50.50361325677713830.81294汾河二库资料，人工砂石料790C1032.50.56336010172614730.36990汾河二库资料，天然砂、人工骨科890C2032.50.50361048676913960.63695汾河二库资料，天然砂、人工骨科990C2032.50.45351278474313810.77995汾河二库资料，天然砂、人工骨科1090C1542.50.5530725864915540.87171白石水库资料，天然细骨料，人工粗骨料，砂用量中含石1190C1542.50.5829913965216090.32575观音阁资料，天然砂石料序号龄混凝土强度等级水泥强度(MPa)水砂水泥丽期凝灰岩砂石子外加剂水苗 注期(d)胶比垄(%)190C1542.50.50356710179815211.34484大潮山资料，人工砂石料290C2042.50.503894948514231.050494大潮山资料，人工砂石料注：碾压混凝土材料配合参考表中材料用呈不包括场内运场及拌制损耗在内，实际运用过程中损耗率可采用：水泥2.5%、砂3%、石子4%.泵用纯混凝土材料配合表

序号混凝土强度等级水泥煲等级(MPa)水灰比级配最大粒径(mm)配合比预算量水泥砂石子水泥(kg)粗砂卵石水(m3)(kg)(m3)(kg)(m3)1C1532.50.6312012.973.113209510.649700.660.19224013.054.292808580.5811710.780.1662C2032.50.5112012.32.453949100.619790.670.19324012.353.383478200.5511940.80.1613C2532.504412011.882.044618720.589550.660.19524011.952.834088000.5311690.790.173表7-13单位：m3泵用接外加剂混凝土材料配合表表7-14 单位：m3序号混凝谈水泥演度等水级最大配合比预算量度等级(MPa)灰粒径水泥砂石子水泥粗砂卵石外加剂水

ft比玩(mm)(kg)(kg)(m3)(kg)(m3)(kg)(m»1C1532.50.6312013.283.352909570.659870.670.580.19224013.384.632538600.5911880.790.500.1662C2032.50.5112012.612.773559300.629990.680.710.19324012.613.783178310.5612140.810.620.1613C2532.504412012.152.324158950.69800.680.830.19524012.223.213668160.5411910.810.730.173水泥砂浆材料配合表(1) 砌筑砂浆 单位：m3砂浆类别砂浆强度等级水泥(kg)砂(m3)水(m3)32.5水泥砂浆M52111.130.127M7.52611.110.157M103051.100.183M12.53521.080.211M154051.070.243M204571.060.274M255221.050.313M306060.990.364M407400.970.444(2) 接逢砂浆单位:m3序号体积配合比矿渣大坝水泥纯大坝水泥砂(m3)水(m3)水泥砂强度等级数量(kg)强度等级数量(kg)113.132.54061.080.270212.632.54691.050.270

312.132.55541.000.270411.932.56330.940.270511.842.56250.980.266611.542.57300.930.266711.342.57890.900.266附录8 沥青混凝土材料配合表面板沥青混凝土单位:kg/m3项目名称石子(mm)砂矿粉沥青25~520〜515〜5整平胶结层1661360164115防渗层3781427357188排水层153638480封闭层1050450

注：表中骨料为人工砂石料。心墙沥青混凝土单位：m3混凝土配合比(%)最大骨料粒径(mm)混凝土容重(t/m3)矿物混合料油料石子砂后屑矿粉沥青渣油41.243.27.87.8252.4041.332.118.38.32521.059.610.98.5152.3648.030.012.07.03.0252.2048.032.010.07.03.043.030.012.015.02029.029.02.0（石棉）25.05.010.0102.35注：面板及心墙沥青混凝土材料配合表中材料用量不包括场内运输及拌制损耗在内，实际运用过程中损耗率可采用：沥青(渣油)2%、砂(石屑、矿粉)3%、石子4%。沥青混凝土涂层

单位：100m2材料名称单位稀释沥青乳化沥青热沥青涂层封闭层沥青胶岸边接头开级配密级配热沥青胶再生胶粉沥青胶汽（柴）油kg7060#沥青kg7012.554645100447水kg37.515烧碱kg0.150.06洗衣粉kg0.20.08水玻璃kg0.150.0610#沥青kg108105滑石粉kg10540矿粉kg200再生橡胶粉kg282石棉粉kg40玻璃丝网m2100附录9 水利工程混凝土建筑物立模面系数参考表(1)大坝和电站厂房立模面系数参考值序号建筑物名称立模面至数(m2/m?)各类立模面参考比例(%)说明¥0曲面牛腿键精溢流面1垂ZJ坝(综合)0.15~0.2470-902.0~6.00.7-1.815-251.0~3.0不包括拱形廊道模板例B:非溢流坝0.10-0.1670-980.0-1.02.0~3.015-28实际工程中如里坝体纵、横建不设键楮，键掩立模面积所占比例为0,平面模板所占比例相应增加表面坝0.18~0.2460-752.0~3.00.2~0.515-288-16孔洞坝0.22~0.3165-901.0~3.50.7~1.215-275.0~8.02竞缝重力坝0.18~0.273■0.18~0.2870-802.0~3.01.0~3.012-250.5~5.04孰坝0.80~1.605平板坝1.10-1.70

6单支坳大头坝0.30~0.457双支坳大头坝0.32~0.608河床式电站闸坝0.45~0.9085-955.0~130.3~0.80.0~10不包括拐壳模板、尾水肘管模板及拱形廊道槿板9妍式厂房0.50~0.9088-972.5~8.00.2~0.50.0-510息凝坟壳立模面积(m?)13.40D?Di为g幡直径11星水时管立模面积(m2)5.86D42Da为尾水肘管进口直径，可按下式估算：泊流式机组D*L2Di,混流式机组D4=1.35Di注：L泄流和引水孔洞多而坝体较低，坝体立模面系数取大值；泄流和引水孔;威少，以非溢流坝段为主的高坝，坝体立模面系数取小值,河床式电站闸坝的立模面系数主要与坝高有关，坝高小取大值，坝高大取小值。2.坝后式厂房的立模面系数，分层狡多，结构复杂，取大值,分层蛟少,取小值；一般可取中值。(2)溢洪道立模面系数参考值

序号建筑物名称立模面系数各类模板参考比例（％）说明(m2/m3)曲面牛腿1闸室闸室（综合）0.60-0.8592-964.0-7.00.5(0)~0・9分部：闸墩1.00-1.7591-955.0~8.00.7(0)~L2含中、边敬等闸底板0.16-0.301002泄精底板0.16-0.30100边墙挡土墙式0.70-1.00100边坡衬砌1/B+0.15100岩石坡,B为衬砌厚

（3） 隧洞立模面系数参考值单位:m2/m3直高宽比衬砌厚度（m）所占比例（%）0.20.40.60.81.01.2曲面墙面圆拱形隧洞0.93.16-3.421.52-1.650.98~1.070.71-0.780.55-0.600.44~0.4949-6651-341.03.25-3.511.57-1.701.01-1.100.73-0.800.57-0.620.46~0.5045-6155-391.23.41-3.651.65-1.771.07-1.150.78-0.840.60-0.650.49~0.5339-5361-47说明本表立模面讨算按隧洞顶拱圆心角为120.~180。圆心角小时取大值，反之顶拱国心角小时曲面取小值,反之取大值取小值注：1.表中立模面系数仅包括顶拱曲面和边墙墙面模板，混凝土量面寸砌总量