土石方松实系数换算表DOC

附录1 土石方松实系数换算表项目自然方松方实方码方土方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：1.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I1. 砂土2. 种植土16501750疏松，粘着力差或 易透水，略有粘性用锹或略加脚踩开挖II1. 壤土2. 淤泥3. 含壤种植土17501850开挖时能成块，并易打碎用锹需用加脚踩开挖III1. 粘土2. 干燥黄土3. 干淤泥4. 含少量砾石粘土18001950粘手，看不见砂粒或干硬用镐、三齿耙 开挖或用锹 需用力加脚踩开挖1.坚硬粘土土壤结构坚硬，将用镐、三齿耙容重(kg/m3)机打眼（工作气压 为4.5气压）机打眼（工 作气压为 4.6气压）单人打眼12345678V1.砂藻土及软的白垩土1500W3.530101.55101.55 1.71.50 1.00II软塑淤泥OL低、中塑性有机粉土、有机纷粘土W47101.81.00 0.75可塑砂壤土OL低塑性粘土，砂质粘土，黄土58371.800.75 0.25泥III可塑壤土CI中塑性粘土，粉质粘土58371.800.75 0.25可塑粘土CH高塑性粘土，肥粘土，膨胀土58371.800.75 0.25100土松散纷、细砂SM,SC,S-M,S-C粉（粘）质土砂，微含粉（粘）质土砂W41.900 0.330.05 0.25、硬塑砂壤土CL低塑性粘土，砂质粘土，黄土914231.85 1.900.25 0100纷IV硬塑壤土CI中塑性粘土，纷质粘土914231.85 1.900.25 0250V密实纷、细 砂SM,SC,S-M,S-C粉（粘）质土砂，不良级配砂，粘（粉）土砂混 合料10 302.000.67 1.000.05 0.25砂W坚硬砂壤土CL砂质粘土，低塑性粘土，黄土15 3021.90 1.950100坚硬壤土CI中塑性粘土，粉质粘土15 3021.90 2.000100续上表土砂类别土名状态粒组、塑性图分类贯入金隹体沉入饱和密度液性指数相对密 度粒经含量附着力符号典型土、砂名称举例击数土中深度P t占权重FNh(mm)(g/cm2)I LDr(mm)(%)(g/cm2)可坚硬粘土CH高塑性粘土，肥粘土，膨胀土15 3021.90 2.00250弱胶结砂礓土15 31砂中 砂松散中砂SM,SC,SP粉（粘）质土砂，砂、粉（粘）土砂混合料，不良级配 砂0152.000 0.330.25 0.5050中密中砂SM,SC,SW,SP粉（粘）质土砂，良好（不良）级配砂15 302.050.33 0.670.25 0.5050紧密中砂（含 铁SM(C),SW(P),粉（粘）质土砂，良好（不良）级配砂，粉30 5050板砂）GM(C),GM(C),（粘）质土砾，砾、砂、粉（粘）土砂混2.050.25 0.50合料，不良级配砂粗砂松散粗砂SM,SC,SP粉（粘）土砂，砂、粉（粘）土砂混合料，不良级配砂0152.000.50 2.0050中密粗砂SM,SC,SW粉（粘）质土砂，砂、粉（粘）土砂混合料，良好级配 砂15 302.050.50 2.0050紧密粗砂（含SM(C),SW(P),粉（粘）质土砂，良好（不良）级配砂，微30 50铁板砂）GM(C),GM(C),含粉（粘）质土砾，砾、砂、粉（粘）土2.050.50 2.0050砂混合料，砾质砂2.水力冲挖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15001800含水饱和，搅动即成糊状不成锹，用桶装运2流砂含水饱和，能缓缓流动，挖而复涨II1砂土16501750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，由砂与壤土组成，易成浆III1烂淤17001850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17501900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W 0.571.1伽 0.380.850.720.550.381.201.100.85IX0.250.65X0.250.65X 0.150.50XI 0.090.32XH0.0450.16xmXWXV0.180.130.090.550.400.32XW0.0450.16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，人工回填压实或天然的粘土层，包括粘土含石2.砂壤土或: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R然空隙比1并且1.5的粘土和亚粘土4.粉细砂d5Q0.25mm，塑性指数1,包括粉砂、粉细砂含石5.中粗砂d50 0.25mm，并且2mm。包括中粗砂含石6.砾石粒径220mm的颗粒占全重50%的地层，包括砂砾石和砂砾7.卵石粒径2200mm的颗粒占全重51%的地层，包括砂砾石卵石8.漂石粒径200800mm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（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 目水泥砂石子水卵石换为碎石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3.193.85 （或平均粒径1.22.5mm）为粗砂；细度模数2.53.19 （或平均粒径0.61.2mm）为中砂；细度模数1.782.5 （或平均粒径0.30.6mm）为细砂；细度模数0.91.78 （或平均粒径0.150.3mm）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。 埋块石混凝土材料量=配合表列材料用量X（1 一埋块石量）l块石实体方=1.67码方 因埋块石增加的人工见表7-3。表73埋块石率（%）5101520每100m3埋块石混凝土增加人工工时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。1? H A(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。2. 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。3. 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。4. 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7-11。5 .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。6. 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。7. 水泥砂浆材料配合水泥砂浆材料配合表见表7-15。8 .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表7-7单位:m3序号混凝土强度等级水泥强 度 等级水灰比级配最大配合比预算量粒径(mm)水泥砂石子水泥(kg)粗砂卵石水(kg)(m3)(kg)(m3)(m3)1C1032.50.7512013.695.052378770.5812180.720.17024013.925.052088190.5513600.790.15038013.786.451726530.4416300.950.125415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.652708530.5712060.700.17024013.24.412427770.5213670.810.15038013.095.572016230.4216350.960.125415012.928.031795270.3617991.060.1103C2032.50.5512012.489.893217980.5412270.720.17024012.533.782897330.4913820.810.15038012.494.722385940.4016370.960.125415012.386.802084980.3418031.060.11042.50.6012012.804.082948270.5612180.710.17024012.895.202617570.5113760.810.15038012.827.372186180.4216270.950.125415012.739.291915220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.110续上表序号混凝土强度等级水泥强度 等级水灰比级配最大粒 径配合比预算量水泥砂石子水泥粗砂卵石水(mm)(kg)(kg)(m3)(kg)(m3)(m3)4C2542.50.5512012.483.783217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802385940.4016370.960.125415012.388.552084980.3418031.060.1105C3032.50.4512011.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.11042.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.1106C3532.50.4012011.572.804366890.4612370.720.17024011.773.443846850.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.11042.50.4512011.853.143897230.4812420.730.1706C3542.50.4524011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.124415011.777.092534480.3018171.060.1107C4042.50.40518011.572.804366890.4612370.720.170622311.773.443846850.4613430.790.150726611.535.123214930.3316660.970.125830911.496.352824220.2818161.060.1108C4542.50.34935211.133.284565200.3515180.890.125混凝土材料配合比及材料用量序号混凝土强 度等级水泥强度等 级(MPa)水灰 比级配最大 粒径 (mm)配合比预算量水泥砂石子水泥 (kg)粗砂卵石外加剂(kg)水(m3)(kg)(m3)(kg)(m3)1C1032.50.7512014.145.692138870.5912300.720.430.17024014.187.191888260.5513720.80.380.15038014.1710.311576580.4416420.960.320.125415013.8412.781395600.3818031.050.280.1102C1532.50.6512013.444.812508650.5812210.710.500.17024013.576.192207900.5313820.810.450.15038013.468.981816300.4216490.960.370.125415013.311.151605300.3618111.060.320.1103C2032.50.5512012.784.242908100.5412450.730.580.17024012.925.442547430.514000.820.520.15038012.87.72125960.4016540.970.430.125415012.669.521885030.3418171.060.380.11042.50.6012013.164.612648390.5612350.720.530.17024013.265.862347670.5213920.810.470.15038013.198.291956240.4216410.960.390.125415013.1110.561715270.3618061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.110表7-8 m3单位:续上表序号混凝土强 度等水泥强度等级(MPa)水级最大配合比预算量灰粒径水泥砂石子水泥粗砂卵石外加剂水(mm)(kg)(kg)(m3)(kg)(m3)(kg)(m3)C2542.50.552040801502.782.922.82.664.245.447.709.522902542121888107435965030.5412450.730.580.1700.50.400.341400165418170.820.971.060.520.430.380.1500.1250.110C30202.123.623487360.4912690.740.710.17032.50.454080150202.232.132.364.536.398.043.923072572253206895494537570.460.370.300.5142.50.5040801502.52.442.274.937.028.742822342077095724790.480.380.3214111667183712701410166418310.830.971.070.740.820.971.070.620.520.460.640.560.470.420.1500.1250.1100.1700.1500.1250.110C35201.793.183927050.4712650.740.780.17032.50.404080150202.011.721.682.123.93466980.4713680.80.690.1505.777.173.622892543485004277360.330.280.4942.50.4540801501802.232.131.794.536.398.043.183076890.462572253925494537050.370.300.4716911839126914111667183712650.990.580.1251.080.740.830.971.070.740.510.710.620.520.460.780.1100.1700.1500.1250.1100.170C40C4542.542.50.400.342232663093522.011.721.681.293.93466980.4713680.80.690.1505.777.173.73掺粉煤灰混凝土材料配合表2892544105004275320.330.280.351691183915520.991.080.910.580.510.820.1250.1100.125序口混凝土强水泥强度 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)1C1032.50.7538010.3254.6511.47139456500.4416210.950.280.125415010.3254.514.42122405510.3717841.050.250.1102C1532.50.6538010.3253.8610.03160536200.4216270.960.330.125415010.3253.7112.57140475230.3517911.050.290.11032.50.5538010.3253.108.44190635890.4016230.960.380.1253C20415010.3252.9310.50168564950.3317911.050.340.11042.50.6038010.3253.549.21173586160.4216180.950.350.125415010.3253.4011.58152515190.3517811.050.310.110掺粉煤灰混凝土材料配合表表7-9(掺粉煤灰量20%，取代系数1.3)单位:m3表7-10(掺粉煤灰量25%，取代系数1.3)单位：m3序 号混凝土强度等级水泥强度 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)1C1032.50.7538010.4334.9612.38131576500.4416210.950.270.125415010.4334.7915.51115505510.3617841.040.240.1102C1532.50.6538010.4334.1310.82150666200.4216240.960.310.125415010.4333.9813.54132585250.3417881.050.270.110掺粉煤灰混凝土材料配合表表7-11(掺粉煤灰量30%，取代系数1.3)单位：m3序号混凝土 强 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)1C1032.50.7538010.5575.3013.09122696490.4416190.950.250.125415010.5575.1016.32108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140806190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955900.4016180.950.340.125415010.5573.3411.93148834950.3317861.050.30.11042.50.6038010.5573.9710.33154866130.4216120.950.310.125415010.5573.8413.11134765180.3517781.040.270.110碾压混凝土材料配合参考表表 7-12单位：kg/m3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备注190C1042.50.61344610776115000.3893讲垭资料，人工砂石料290C1542.50.5833649673815200.493讲垭资料，人工砂石料390C2042.50.53368710778314130.49103讲垭资料，人工砂石料490C1032.50.6035638776514530.38790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、人工骨料890C2032.50.50361048676913960.63695汾河二库资料，天然砂、人工骨料990C2032.50.45351278474313810.77995汾河二库资料，天然砂、人工骨料1090C1542.50.5530725864915540.87171白石水库资料，天然细骨料，人工 粗骨料，砂用量中含石粉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 等级 (MPa)水砂水泥磷矿渣及 凝灰岩砂石子外加剂水备注期(d)胶比率(%)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：水泥2.5%、砂3%、石子4%。泵用纯混凝土材料配合表表 7-13单位：m3序号混凝土强度等 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)1C1532.50.6312012.973.113209510.649700.660.19224013.054.292808580.5811710.780.1662C2032.50.5112012.32.453949100.619790.670.193泵用掺外加剂混凝土材料配合表表 7-14单位：m3序号混凝土强 度等级水泥强度等 级(MPa)水灰 比级配最大 粒径 (mm)配合比预算量水泥砂石子水泥 (kg)粗砂卵石外加剂(kg)水 (m3)(kg)(m3)(kg)(m3)1C1532.50.6312013.283.352909570.659870.670.580.19224013.384.632538600.5911880.790.500.1662C2032.50.5112012.612.773559300.629990.680.710.19324012.613.783178310.5612140.810.620.1613C2532.50.4412012.152.324158950.69800.680.830.19524012.223.213668160.5411910.810.730.1733C2532.50.442124020402.351.881.953.382.042.833474614088208728000.550.580.53119495511690.80.660.790.1610.1950.173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)32.5砂(m3)水(m3)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)113.132.54061.080.270212.632.54691.050.270312.132.55541.000.270项目名称石 子 (mm)砂矿粉沥青255205155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。(2)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石屑矿粉沥青渣油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开级配密级配青涂层沥青胶热沥青胶再生胶粉沥青胶汽（柴）油60#沥青kg70洗衣粉水玻璃10#沥青滑石粉再生橡胶粉石棉粉玻璃丝网kgkgkgkgkgkgkgkgkgkgm27012.537.50.150.20.15150.060.080.0646108451051051002004474028240100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系 数(m2/m3)各类立模面参考比例(%)说明平面曲面牛腿键槽溢流面1重力坝(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分部：非溢流坝0.10 0.1670 980.0 1.02.0 3.015 28实际工程中如果坝体纵、横缝不设键槽，键 槽立模面积所占比例为0，平面模板所占比 例相应增加表面溢流坝0.18 0.2460 752.0 3.00.2 0.515 28816孔洞溢流坝0.22 0.3165 901.0 3.50.7 1.215 275.0 8.02宽缝重力坝0.18 0.273拱坝0.18 0.2870 802.0 3.01.0 3.012 250.5 5.04连拱坝0.80 1.605平板坝1.10 1.706单支墩大头坝0.30 0.457双支墩大头坝0.32 0.608河床式电站闸坝0.45 0.9085 955.0 130.3 0.80.0 10不包括蜗壳模板、尾水肘管模板及拱形廊道 模板9坝后式厂房0.50 0.9088 972.5 8.00.2 0.50.0 510混凝土蜗壳立模面积(m2)13.40D12D1为水轮机轮直径11尾水肘管立模面积(m2)5.86D42d4为尾水肘管进口直径，可按下式估算： 轴流式机组D4=1.2D1，混流式机组 ”即注：1.泄流和引水孔洞多而坝体较低，坝体立模面系数取大值；泄流和引水孔洞较少，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，分层较多，结构复杂，取大值，分层较少，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)平面曲面牛腿1闸室闸室（综合