土石方松实系数换算表DOC

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1、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般工程土类分级表土质级别II土质名称1.砂土2.种植土1.壤土2.淤泥自然湿容重(kg/m3)1650175017501850外形特征疏松，粘着力差或易透水，略有粘性开挖时能成块，并易打碎开挖方法用锹或略加脚踩开挖用锹需用加脚踩开挖3.含壤种植土III1.粘土2.干燥黄土3干淤泥18001950粘手，

2、看不见砂粒或干硬用镐、二齿耙开挖或用锹需用力加脚踩开挖4.含少量砾石 粘土1.坚硬粘土土壤结构坚硬，将用镐、二齿耙容重（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）5单人打眼IX1砂藻土及软的白垩土2硬的石炭纪的粘土3胶结不紧的砾岩4各种不坚实的页岩1软的有空隙的节理多的石灰岩及贝壳石灰岩2密实的白垩3中等坚实的页岩4中等坚实的泥灰岩1水成岩卵石经石灰质胶 结而成的砾石2.风化的节理多的粘土质 砂岩3坚硬的泥质页岩4坚实的泥灰岩1.角砾状花岗岩2泥灰质石灰岩3粘土质砂岩4云母页岩及砂质页岩5.硬石膏1软的风化较甚的花岗岩、片麻岩及正常岩2滑石质的蛇纹岩3密实的石灰岩

3、4. 水成岩卵石经硅质胶结的砾岩5. 砂岩6砂质石灰质的页岩续上表15001950.019002200200022002600270023002200220028002500230023002200230029002500240025002500250025006.8（5.7 7.7）8.5（7.8 9.2）W3.530101.55101.55 1.71.5 0 1.00II软塑淤泥OL低、中塑性有机粉土、有机纷粘土W47101.81.0 0 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.

4、25可塑粘土CH咼塑性粘土，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砂坚硬砂壤土CL砂质粘土，低塑性粘土，黄土15 3021.9 01.950100坚硬壤

5、土CI中塑性粘土，粉质粘土15 3021.9 0 2.000100续上表土砂类别土名状态粒组、塑性图分类贯入錐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Pt占权重FN63 5h(mm)(g/cm2)ILDr(mm)(%)(g/cm2)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 0.67

6、0.25 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）

7、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

8、挖附录 5 岩石十二类分级与十六类分级对照表VII0.571.10.721.200.551.10VII0.380.850.380.85IX0.250.650.150.50XI0.090.32XII0.0450.16XIIXIIIXIVXVXVI0.250.180.130.090.0450.650.550.400.320.16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E然的砂壤土层。包括土砂、壤土、砂土互层、壤土含石和砂土3.淤泥无E然空隙比1并且1.5的粘土和亚粘土4.粉细砂d50.25mm，塑性指数1,包括粉砂、

9、粉细砂含石5.中粗砂ds00.25mm，并且2mm。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8.漂石粒径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（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

10、.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（

11、l 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 7 3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(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

12、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 713、表 714。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)1CIO32.50.7512013.695.052378770.5812180.720.17024013.925.05208819

13、0.5513600.790.15038013.786.451726530.4416300.950.125415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.652708530.5712060.700.17024013.24.412427770.5213670.810.15038013.095.572016230.4216350.960.125415012.928.031795270.3617991.060.1103C2032.50.5512012.489.893217980.5412270.720.17024012.533.78

14、2897330.4913820.810.15038012.494.722385940.4016370.960.125415012.386.802084980.3418031.060.11042.50.6012012.804.082948270.5612180.710.17024012.895.202617570.5113760.810.15038012.827.372186180.4216270.950.125415012.739.291915220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.

15、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C25C30C35C35C40C45水泥强度等级42.532.542.532.542.542.542.542.5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)12012.483.783217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802

16、385940.4016370.960.125415012.388.552084980.3418031.060.11012011.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.11012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960

17、.125415012.047.782304710.3218121.060.11012011.572.804366890.4612370.720.17024011.773.443846850.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.11012011.853.143897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.124415011.777.092

18、534480.3018171.060.110518011.572.804366890.4612370.720.170622311.773.443846850.4613430.790.150726611.535.123214930.3316660.970.125830911.496.352824220.2818161.060.110935211.133.284565200.3515180.890.125水灰比0.550.450.500.400.450.450.400.34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

19、(kg)粗砂卵石外加剂(kg)水(m3)(kg)(m3)(kg)(m3)1CIO32.50.7512014.145.692138870.5912300.720.430.17024014.187.191888260.5513720.80.380.15038014.1710.311576580.4416420.960.320.125415013.8412.781395600.3818031.050.280.1102C1532.50.6512013.444.812508650.5812210.710.500.17024013.576.192207900.5313820.810.450.1503801

20、3.468.981816300.4216490.960.370.125415013.311.151605300.3618111.060.320.1103C2032.50.5512012.784.242908100.5412450.730.580.17024012.925.442547430.514000.820.520.15038012.87.72125960.4016540.970.430.125415012.669.521885030.3418171.060.380.11042.50.6012013.164.612648390.5612350.720.530.17024013.265.86

21、2347670.5213920.810.470.15038013.198.291956240.4216410.960.390.125415013.1110.561715270.3618061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.110表 7-8m3单位：续上表序号混凝土强 度等水泥强

22、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)C2542.50.552040801502.782.922.82.664.245.447.709.522902542121888107435965030.5412450.730.580.1700.50.400.341400165418170.820.520.1500.970.430.1251.060.380.110C30202.123.623487360.4912690.740.710.17032.50.454080150202.232.132.364.536

23、.398.043.9230725722532068954945375742.50.5040801502.54.932827092.447.022345722.278.742074790.460.370.300.510.480.380.3214111667183712701410166418310.830.971.070.740.820.971.070.620.520.460.640.560.470.420.1500.1250.1100.1700.1500.1250.110C35201.793.183927050.4712650.740.780.170C40C4532.542.542.542.5

24、0.400.450.400.3440801502040801501802232663093522.011.721.682.122.232.131.792.011.721.681.293.93466980.4713680.80.690.1505.777.173.624.536.398.043.183.95.777.173.73掺粉煤灰混凝土材料配合表2895000.3316910.990.580.1252543483072572253923462892544104277366895494537056985004275320.280.490.460.370.300.470.470.330.280.

25、3518391269141116671837126513681691183915521.080.510.1100.740.830.971.070.740.80.991.080.910.710.620.520.460.780.690.580.510.820.1700.1500.1250.1100.1700.1500.1250.1100.125表 7-9(掺粉煤灰量 20%，取代系数 1.3)灰比配粒径(mm)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)1C1032.50.7538010.3254.6511.47139456500.441621

26、0.950.280.125415010.3254.514.42122405510.3717841.050.250.1102C1532.50.6538010.3253.8610.03160536200.4216270.960.330.125415010.3253.7112.57140475230.3517911.050.290.1103C2032.50.5538010.3253.108.44190635890.4016230.960.380.125415010.3252.9310.50168564950.3317911.050.340.11042.50.6038010.3253.549.2117

27、3586160.4216180.950.350.125415010.3253.4011.58152515190.3517811.050.310.110水最大配合比预算量级掺粉煤灰混凝土材料配合表水泥强度 等级(MPa)混凝土强 度等 级序号表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)1C1032.50.7538010.4334.9612.38131576500.4416210.950.270.12

28、5415010.4334.7915.51115505510.3617841.040.240.1102C1532.50.6538010.4334.1310.82150666200.4216240.960.310.125415010.4333.9813.54132585250.3417881.050.270.110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)1C1032.50.7538010.5575.3013.09122696490.4416190.9

29、50.250.125415010.5575.1016.32108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140806190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955900.4016180.950.340.125415010.5573.3411.93148834950.3317861.050.30.11042.50.6038010.5573.9710.331548

30、66130.4216120.950.310.125415010.5573.8413.11134765180.3517781.040.270.110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碾压混凝土材料配合参考表C2032.50.5542.50.6038010.4333.319.11178795900.4016220.950.360.125415010.4333.1811.45156694950.3217871.050.320.11038010.4333.789.92163716150.4216170.950.330.125415010.4333.6

31、212.44143635170.3517801.050.290.110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，人工砂石料表 7-12单位：kg/m3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10119090909

32、09090909090C20C10C20C20C10C20C20C15C1542.532.532.532.532.532.532.542.542.50.530.600.550.500.560.500.450.550.58363536363336353029876383132601041277291107878456101868458397837658017777267697436496521413145314231383147313961381155416090.491030.3870.5110.8120.3690.6360.7790.8710.3259092949095957175讲垭资料，

33、人工砂石料汾河二库资料，人工砂石料汾河二库资料，人工砂石料汾河二库资料，人工砂石料汾河二库资料，天然砂、人工骨料 汾河二库资料，天然砂、人工骨料 汾河二库资料，天然砂、人工骨料 白石水库资料，天然细骨料，人工 粗骨料，砂用量中含石粉观音阁资料，天然砂石料注：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.

34、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)1C1532.50.6312013.283.352909570.659870.670.580.19224013.384.6325386

35、00.5911880.790.500.1662C2032.50.5112012.612.773559300.629990.680.710.19324012.613.783178310.5612140.810.620.1613C2532.50.4412012.152.324158950.69800.680.830.19524012.223.213668160.5411910.810.730.1733C2532.50.441220401.881.952.042.834614088728000.580.5395511690.660.790.1950.173水泥砂浆材料配合表(1)砌筑砂浆单位：m3砂

36、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)113.132.54061.080.270212.632.54691.050.270312.132.55541.000.270

37、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()取大骨料粒径(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

38、.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kg70kg7012.54645100447kg37.515kg0.150.06洗衣粉kg0.20.08水玻璃kg0.150.0610#沥青kg108105滑石粉kg10540kg200再生橡胶粉kg282石棉粉kg40玻璃丝网m2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

39、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寬缝重力坝0.18 0.273拱坝0.18 0.2870 802.0 3.01.0 3.012 250.5 5.04连拱坝0.8 0 1.605平板坝1.10 1.706单支墩大头坝0.3 0 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0.5 0 0.9088 972.5 8.00.2 0.50.0 510