1、附錄1土石方松實系數換算表項目自然方松方實方碼方土方11.330.85石方11.531.31砂方11.070.94混合料11.190.88塊石11.751.431.67注：1.松實系數是指土石料體積的比例關系，供一般土石方工程換算時參考;塊石實方指堆石壩壩體方，塊石松方即塊石堆方。附錄2一般工程土類分級表土質級別土質名稱自熱濕客重外形特征開挖方法(kg/m3)附錄3巖石類別分級表巖石級別巖石名稱實體巖石自然濕度時的平均容重(kg/m3)凈鉆時間(min/m)極限抗壓強度(kg/cm2)強度系數用直徑30mm合金鉆頭，鑿巖機打眼(工作氣壓為4.5氣壓)用直徑30mm淬火鉆頭，鑿巖機打眼(工作氣壓

2、為4.6氣壓)用直徑25mm鉆桿，人工單人打眼12345678V1.砂藻土及軟的白堊土1500W3.530W2001.5-22.硬的石炭紀的粘土1950.03.膠結不緊的礫巖1900-22004.各種不堅實的頁巖2000VI1.軟的有空隙的節理多的石灰巖及貝殼石灰巖22004（3.54.5）45（3060）200400242.密實的白堊26003.中等堅實的頁巖27004.中等堅實的泥灰巖23001.水成巖卵石經石灰質膠結而成的礫石2200a720餡甘卅仝M蚪;卜馬續上表巖石級別巖石名稱實體巖石自然濕度時的平均容重(kg/m3)凈鉆時間(min/m)極限抗壓強度(kg/cm2)強度系數用直徑3

3、0mm合金鉆頭，鑿巖機打眼(工作氣壓為4.5氣壓)用直徑30mm淬火鉆頭，鑿巖機打眼(工作氣壓為4.6氣壓)用直徑25mm鉆桿，人工單人打眼12345678X1.白云巖270010(9.310.8)15(13.117)195(176215)1000120010122.堅實的石灰巖27003.大理石27004.石灰質膠結的致密的砂巖26005.堅硬的砂質頁巖2600XI1.粗粒花崗巖280011.2(10.911.5)1&5(10.911.6)240(216260)1200140012142.特別堅實的白云巖29003註紋巖26004.火成巖卵石經石灰質膠結的礫巖2800續上表巖石級別巖石名稱實

4、體巖石自然濕度時的平均容重(kg/m3)凈鉆時間(min/m)極限抗壓強度(kg/cm2)強度系數用直徑30mm合金鉆頭，鑿巖機打眼(工作氣壓為4.5氣壓)用直徑30mm淬火鉆頭，鑿巖機打眼(工作氣壓為4.6氣壓)用直徑25mm鉆桿，人工單人打眼12345678XIV1.特別堅實的細粒花崗巖230015.5（14.918.2）32.5（30.140）1800200018202.花崗片麻巖23003.閃長巖22004.最堅實的石灰巖23005.堅實的坊巖2900XV1.安山巖、玄武巖、堅實的角閃巖310020（18.324）32.5（40.160）2000250020252.最堅實的輝綠巖及閃長

5、巖29003.堅實的輝長巖及石英巖28001.鈣鈉長石質橄欖石質3300附錄4河道疏浚工程分級表1.土.砂分級表I.砂類別上名狀態純組.塑性圖分類貫入擊數Noy：離體沉入上中深度h（mm）飽和密度P?（g/cm：）液性描數k相對密度Dr粒經(mm)含就占權重附初F倡cm：）符號典型土、砂名稱舉例1流動淤泥OH中.高塑性有機粘上010W1.55$1.501液塑淤泥OH中.高塑性有機粘上W2101.55-1.71.50-1.00II伙塑淤泥OL低、中塑性有機粉上、有機紛粘土W47-101.S1.00-0.75町塑砂壤土OL低塑性粘上.砂質粘土.黃上583-7l.S00.75-0.25泥III町塑壤

6、上CI中塑性粘上.粉質粘土583-7l.S00.75-0.25町塑粘土CH高塑性粘上.肥粘土膨脹土583-7l.S00.75-0.25100上松散紛、細砂SNtSC.S-NtS-C粉謝順土砂.微含粉（枯”頁土砂W41.900-0.330.05-0.25硬塑砂壤土CL低塑性粘土砂質粘土黃上9-14231.85-1.900.25-0100紛|換塑壤上CI中塑性粘土.紛質粘土9-14231.85-1.900.25-0250V密實紛、細砂SNLSC.S-MSC粉（粘）質上砂不良級配砂粘（粉）上砂混合料10-30工000.67-1.000.05-0.25砂VI堅碳砂壤上CL砂質粘上.低塑性粘土.黃上15

7、3021.90-1.950100堅玦壤上CI中塑性粘土.粉質粘上153021.90-2.000100續上表I:砂類別上名狀態純組、塑性圖分類貫入離體沉入飽和密度液性描數相對密粒經含附著力符號典型土、砂名稱舉例擊數上中深度占權重FNdi;h(mm)EDr(mm)T1堅更粘土CH高塑性枯土.肥枯土.膨賽土153021.90-2.00250弱膠結砂確土1531砂f砂松散中砂SM.SC.SP粉謝顧土砂.緘粉（杓止砂混合料.不及級配砂0-152.000-0.33025-0.5050中密中砂SM.SC,SW.SP粉順土砂.艮好（不便）級配砂15-302.050.330.67025-0.5050緊密中砂（含

8、SNf(C).SW(P),粉（砌質土砂.艮好（不便）級配禺粉305050恆砂）GXKCXGM(C).（粘）質土礫.礫、砂、粉（粘）土砂混2.05025-0.50合料.不艮級配砂ffl砂松敬粗砂SM.SC.SP粉（和土砂.砂、粉（鉆）土砂混合料.不便級配砂0-152.000.50-2.0050中密粗砂SM.SUSW粉謝顧土砂.緘粉（杓止砂混合料.便好級配砂15-302.050.50-2.0050緊密粗砂（含SM(C).SW(P),粉謝顧土砂.艮好（不級配冷微30-50鐵板砂）GXKCXGM(C).含粉（牯）欣土礫.礫、砂.粉（粘土2.050.50-2.0050砂混合料.礎質砂2水力沖挖機組土類劃

9、分表土類土類名稱自然容重kg/nf外形特征開挖方法I1稀泥15001800含水飽和，攪動即成糊狀不成鍬，用桶裝運2流砂含水飽和，能緩緩流動，挖而復漲II1砂土16501750顆粒較粗，無凝聚性和可塑性，空隙大，易透水用鐵鍬開挖2砂壊上土質松軟，由砂與壤土組成，易成漿III1爛淤17001850行走陷足，粘鍬粘框用鐵鍬或長苗大鍬開挖2壤土手觸感覺有砂的成分，可塑性好附錄5巖石十二類分級與十六類分級對照表十二類分級十六類分級巖石級別可鉆性(m/h)一次提鉆長度(m)巖石級別可鉆性(illll)一次提鉆長度(m)IV1.61.7V1.61.7V1.151.5VI訓1.21.01.501.40VI0.

10、821.3訓0.851.30VII0.571.1IXX0.720.551.201.10VIII0.380.85|0.380.85IX0.250.65xn0.250.65X0.150.50XIIIXIV0.180.130.550.40XI0.090.32XV0.090.32xn0.0450.16X10.0450.16附錄7混凝土、砂漿配合比及材料用量表1、混凝土配合比有關說明(1)除碾壓混凝土材料配合參考表外，水泥混凝土強度等級均以28d齡期用標準試驗方法測得的具有95%保證率的抗壓強度標準值確定，如設計齡期超過28d,按表7-1系數換算。計算結果如介于兩種強度等級之間，應選用高一級的強度等級。

11、表71設計齡期(d)286090180強度等級折合系數1.000.830.770.71(2)混凝土配合比表中混凝土骨料按卵石、粗砂擬定，如改用碎石或中、細砂,按表7-2系數換算。表7-2項目水泥砂石子水卵石換為碎石1.101.101.061.10粗砂換為中砂1.070.980.981.07粗砂換為細砂1.100.960.971.10灼恥扭L%蛀如桃11RnQnAQB11A有抗滲抗凍要求時，按表7-4水灰比選用混凝土強度等級。表7-4抗滲等級一般水灰比抗凍等級一般水灰比W40.60-0.65F500.58W60.55-0.60F1000.55W80.50-0.55F1500.52W120.50F

12、2000.50F3000.45除碾壓混凝土材料配合參考表外，混凝土配合表的預算量包括攪拌場內運輸及操作損耗在內。不包括攪拌后(熟料)的運輸和澆筑損耗。水泥用量按機械拌和擬定，若系人工拌和，水泥用量增加5%。按照國際標準(ISO3893)的規定，且為了與其他規范相協調，混凝土及砂漿配合比按強度等級表示。純混凝土材料配合比及材料用量純混凝土材料配合比及材料用量見表7-7。摻外加劑混凝土材料配合比及材料用量摻外加劑混凝土材料配合比及材料用量見表7-8o摻粉煤灰混凝土材料配合比及材料用量表77混凝土材料配合比及材料用量序號混凝土強度零級水泥強度等級水灰比級配最大配合比預算址粒徑(mm)水泥砂石子水泥輕

13、）粗砂卵石水住刃輕）1CIO32.50.7512013.695.05237S770.5S12180.720.17024013.925.05208S190.5513600.790.1503SO13.7S6.451726530.4416300.950.125415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.65270S530.5712060.700.17024013.24412427770.5213670.810.1503SO13.095.572016230.421(5350.960.125415012.928.031795270

14、.3617991.060.1103C2032.50.5512012.4S9.S932179S0.5412270.720.17024012.533.782897330.4913820.810.1503SO12.494.722385940.401(5370.960.125415012.3S6.S020849S0.341S031.060.11042.50.6012012.S04.0S2948270.5612180.710.17024012.S95.202617570.5113760.810.1503SO12.827.3721S61S0.4216270.950.125415012.739.291915

15、220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.1503SO12.166.232605650.3S1(5440.960.125415012.047.782304710.3218121.060.110單位：m3續上表序號混凝土強度零級水泥強度等級水灰比級配叔大悴徑配合比預算呈水泥砂石子水泥粗砂卵石水(mm)（蚊刖(mJ刖間(n?)4C2542.50.5512012.4S3.783217980.54122?0.720.17024012.534.722S

16、97330.4913S20.S10.1503SO12.496.S023S5940.4016370.960.125415012.38S.5520S4980.341S031.060.1105C3032.50.4512011.S53.143S97230.4S12420.730.17024011.973.9S3436780.4513S70.S10.1503SO11.S85.642SS5420.3616450.960.125415011.777.0925344S0.301S171.060.11042.50.5012012.103.503537440.5012500.730.17024012.254.43

17、3106990.4713S90.S10.1503SO12.166.232605650.3S16440.960.125415012.047.7S230410.321S121.060.1106C3532.50.4012011.572.S04366890.4612370.720.17024011.773.443S46S50.4613430.790.1503SO11.535.123214930.3316660.970.125415011.496.352S24220.2S1S161.060.11042.50.4512011.S53.143S97230.4S12420.730.1706C3512.50.4

18、574011.973.9S3436780.4513870.810.1503SO1l.SS5.642SS5420.361(5450.960.124415011777.0925344S0.3018171.060.1107C4042.50.405ISO11.572.S04366890.4612370.720.170622311773.443S46S50.4613430.790.150726611.535.123214930.3316660.970.125830911.496.352S24220.2S181(51.060.110SC4542.50.34935211.133.284565200.3515

19、180.890.125序號混凝土強度等級水泥強度等級(MPa)水灰比級配最大粒徑(mm丿配合比預篦址水泥砂石子水泥曲粗砂卵石外加劑(kg)水(n?)(k刃(n?)(k刃(nP)1CIO32.50.7512014.145.692138S70.5912300.720.430.17024014.1S7.191SS8260.551372OS0.3S0.15038014.1710.311576580.4416420.960.320.125415013.8412.781395600.381S031.050.2S0.1102C1532.50.6512013.444.81250S650.5812210.710

20、.500.17024013.57(5.192207900.5313S20.S10.450.15038013.4(5S.9S1816300.4216490.960.370.125415013.311.151605300.361S111.060.320.1103C2032.50.5512012.784.24290S100.5412450.730.5S0.17024012.925.442547430.514000.S20.520.15038012.87.72125960.4016540.970.430.125415012.669.521SS5030.341S171.060.3S0.11042.50.

21、6012013.164.(51264S390.5612350.720.530.17024013.265.862347670.5213920.S10.470.15038013.19S.291956240.4216410.960.390.125415013.1110.561715270.361S061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4S14100.S20.560.15038012.447.022345720.3816640.970.470.125415012.27S.

22、742074790321S311.070.420.110表74混凝土材料配合比及材料用童單位：m3續上表序號混凝土強沁級水泥強度竽級(MPa)水級最大配合比預算址灰粒徑水泥砂石子水泥輕)粗砂卵石外加劑曲水(H?)比配(mm)(kg)(kg)4C2542.50.5512012.7S4.24290S100.5412450.730.580.17024012.925.442547430.514000.820.520.1503SO12.87.702125960.4016540.970.430.125415012.669.521885030.341S171.060.380.1105C3032.50.451

23、2012.123.6234S7360.4912690.740.710.17024012.234.533076S90.4614110.830.620.1503SO12.136.392575490.3716(570.970.520.125415012S.042254530.301S371.070.4(50.11042.50.5012012.363.923207570.5112700.740.(540.17024012.54.932827090.4S14100.820.5(50.1503SO12.447.022345720.3S16640.970.470.125415012.27S.74207479

24、0.321S311.070.420.1106C3532.50.4012011.793.1S3927050.4712650.740.780.17024012.013.934669S0.4713630.80.690.1503SO11.725.772S95000.3316910.990.580.125415011(587.172544270.281S391.0S0.510.11042.50.4512012.123.6234S7360.4912690.740.710.17024012.234.533076S90.4614110.830.620.1503SO12.136.392575490.3716(5

25、70.970.520.125415012S.042254530.301S371.070.4(50.1107C4042.50.401ISO11.793.1S3927050.4712650.740.780.170222312.013.934669S0.4713630.80.690.150326611.725.772S95000.3316910.990.580.125430911(587.172544270.281S391.0S0.510.1108C4542.50.34235211.293.734105320.3515520.910.S20.125序號混凝土強叮級術泥強反等級（MPa）水灰比級配最大

26、粒徑（mm）配合比預算址水泥粉煤灰砂石子水泥輕）粉煤灰粗砂卵石外加劑輕）水(n?)輕）(n?)輕）(nf)1C1032.50.753SO103254.(5511.47139456500.4416210.950.280.1254150103254.514.421224055103717841.050.250.110)C1532.50(55380103253.8610.031(50536200.4216270.960.330.1254150103253.7112.571404752303517911.050.290.1103C2032.50.55380103253.108.44190635S90.

27、4016230.960.3S0.1254150103252.9310.50168564950.3317911.050.340.11042.50(50380103253.549.21173586160.4216180.950.350.1254150103253.4011.581525151903517811.050.310.110表7-9單位:m拶粉煤灰混凝土材料配合表（摻粉煤灰址20%取代系數1.3）刪煤灰混*料配合表表7-10（摻粉煤灰8:25%.取代系數1.3）單位：m5序號混凝土強度等級水泥強度等級（MPa）水灰比級配最大粒徑（mm）配介比預算址水泥粉煤灰砂石子水泥（咤）粉煤灰粗砂卵石外

28、加劑輕丿水(nP)曲（m、）曲(m，)1C1032.50.753SO10.4334.9612.38131576500.4416210.950.270.125415010.4334.7915.51115505510.3(517841.040.240.1102C1532.50.653SO10.4334.1310.82150666200.4216240.960.310.125415010.4333.9S13.54132585250.34178S1.050.270.1103C2032.50.553SO10.4333.319.1117S795900.4016220.950.360.125415010.4

29、333.1811.45156694950.3217871.050.320.11042.50.603SO10.4333.789.92163716150.4216170.950.330.125415010.4333.6212.44143635170.3517S01.050.290.110摻粉煤灰混凝土材料配合表表7-11（摻粉煤灰ft30%.取代系數L3）單位：m51;混凝土度等級水泥強度（MPa）水灰比級配最大粒徑（mm）配合比預算址水泥粉煤灰砂石子水泥（咤）粉煤灰粗砂卵石外加劑（咤）水刖曲（H?）1C1032.50.7538010.5575.3013.09122696490.4416190.9

30、50.250.125415010.5575.101（5.32108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140806190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955900.4016180.950.340.125415010.5573.3411.9314SS34950.3317861.050.30.11042.50.6038010.5573.9710.33154

31、S66130.4216120.950.310.125415010.5573.8413.11134765180.3517781.040.270.110碾壓混材料配合#表712單位：kgm5序號2期(*)混凝土強度等級水泥強度等級(MPa)水膠比砂率(%)水泥粉煤灰砂石子外加劑水備注190C1042.50.61344610776115000.3S93講境資料.人工砂石料、90C1542.50.5S33649673815200.493講境資料.人工砂石料390C2042.50.5336S710778314130.49103講境資料.人工砂石料490CIO32.50.603563S776514530.

32、38790汾河二庫資料.人工砂石料590C2032.50.5536S38480114230.51192汾河二庫資料.人工砂石料690C2032.50.50361325677713830.S1294汾河二庫資料.人工砂石料790CIO32.50.56336010172614730.36990汾河二庫資料天然砂.人工骨料S90C2032.50.503610486769139(50.63695汾河二庫資料天然砂.人工骨料990C2032.50.4535127S474313S10.77995汾河二庫資料天然砂.人工骨料1090C1542.50.5530725864915540.87171白石水庫資料,

33、夭然細骨料,人工粗骨料.砂用蛍中含石粉1190C1542.50.5S2991396521(5090.32575觀音閣資料.滅然砂石料序號齡混凝土強度等級水泥強度等級(MPa)水砂水泥磷曠渣及凝灰巖砂石子外加劑水備注期(*)膠比率(%)190C1542.50.50356710179815211.34484大潮山資料.人1：砂石料90C2042.50.503894948514231.050494大潮山資料.人1：砂石料注：昵壓混畝上材料配合鑫考茨中材料川最不包括場內運輸及幷制損耗在內.實際運用過程中拐耗率對采用：水泥2.5%、砂3%、石子4犧。表7-13單位：m:泵用純混礙土材料配合我序號混凝土強度等級水泥強度等級(MPq水灰比級配最大粒徑(mm)配合比預算址水泥砂石子水泥(kg)粗砂卵石水(kg)(n?)(k刃(n?)1C1532.50.6312012.973.113209510(54970Q.660.19224013.054.29280S580.5811710.7S0.1662C2032.50.5112012.32.453949100.(519790.(570.19324