土石方松實(shí)系數(shù)換算表

1、附錄1土石方松實(shí)系數(shù)換算表項(xiàng)目自然方松方實(shí)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(shí)系數(shù)是指土石料體積的比例關(guān)系，供一般土石方工程換算時(shí)參考2.塊石實(shí)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(jí)表土質(zhì)級(jí)別土質(zhì)名稱自然濕容重(kg/m3)外形特征開挖方法I1.砂土2.種植土1650?1750疏松，粘著力差或易透水，略有粘性用鍬或略加腳踩開挖II1.壤土2.淤泥3.含壤種植土1750?1850開挖時(shí)能成塊，并易打碎用鍬需用加腳踩開挖III1.粘土2.干燥黃土3.干淤泥4.含少量

2、礫石粘土1800?1950粘手，看不見砂粒或干硬用鎬、二齒耙開挖或用鍬需用力加腳踩開挖IV1.堅(jiān)硬粘土2.礫質(zhì)粘土3.含卵石粘土1900?2100土壤結(jié)構(gòu)堅(jiān)硬，將土 分裂后成塊狀或含粘粒礫石較多用鎬、三齒耙工具開挖附錄 3巖石類別分級(jí)表巖石級(jí)別巖石名稱實(shí)體巖 石自然 濕度時(shí) 的平均容重(kg/m3)凈鉆時(shí)間(min/m)極限抗壓強(qiáng)度(kg/cm2)強(qiáng)度系 數(shù)用直徑30mm合金鉆頭，鑿巖 機(jī)打眼(工作氣壓為4.5氣壓)用直徑30mm淬火 鉆頭，鑿巖 機(jī)打眼(工作氣壓為4.6氣壓)用直徑25inm鉆桿，人工 單人打眼12345678V1.砂藻土及軟的白堊土1500W3.530W2001.5-22.

3、硬的石炭紀(jì)的粘土1950.03.膠結(jié)不緊的礫巖1900?22004.各種不堅(jiān)實(shí)的頁(yè)巖2000VI1.軟的有空隙的節(jié)理多的石 灰?guī)r及貝殼石灰?guī)r22004(3.5?4.5)45(30?60)200?4002?42.密實(shí)的白堊26003.中等堅(jiān)實(shí)的頁(yè)巖27004.中等堅(jiān)實(shí)的泥灰?guī)r2300VII1.水成巖卵石經(jīng)石灰質(zhì)膠結(jié)而成的礫石22006(4.5?7)78(6195)400?6004?62.風(fēng)化的節(jié)理多的粘土質(zhì)砂u_r巖22003.堅(jiān)硬的泥質(zhì)頁(yè)巖28004.堅(jiān)實(shí)的泥灰?guī)r2500Mil1.角礫狀花崗巖23006.8(5.7?7.7)8.5(7.1?10)115(96?135)600?8006?82.泥

4、灰質(zhì)石灰?guī)r23003.粘土質(zhì)砂巖22004.云母頁(yè)巖及砂質(zhì)頁(yè)巖23005.硬石膏2900IX1.軟的風(fēng)化較甚的花崗巖、片麻巖及正常巖25008.5(7.8?9.2)11.5(10.1?13)157(136?175)800?10008?102.滑石質(zhì)的蛇紋巖24003.密實(shí)的石灰?guī)r25004.水成巖卵石經(jīng)硅質(zhì)膠結(jié)的 礫巖25005.砂巖25006.砂質(zhì)石灰質(zhì)的頁(yè)巖2500巖石級(jí)別巖石名稱實(shí)體巖 石自然 濕度時(shí) 的平均容重(kg/m3)凈鉆時(shí)間(min/m)極限抗壓 強(qiáng)度(kg/cm2)強(qiáng)度系 數(shù)用直徑30mm合金 鉆頭，鑿巖 機(jī)打眼(工作氣壓為4.5氣壓)用直徑30mm淬火 鉆頭，鑿巖 機(jī)打眼(

5、工作氣壓為4.6氣壓)用直徑25mm鉆桿，人工 單人打眼123456781白云巖270010(9.3?10.8)15(13.1?17)1951000?12002.堅(jiān)實(shí)的石灰?guī)r2700(176?10?12X3.大理石2700215)4.石灰質(zhì)膠結(jié)的致密的砂巖26005.堅(jiān)硬的砂質(zhì)頁(yè)巖26001.粗?；◢弾r28002.特別堅(jiān)實(shí)的白云巖29003註紋巖2600XI4.火成巖卵石經(jīng)石灰質(zhì)膠 的礫巖結(jié)280011.2(10.9?11.5)1&5(10.9?11.6)240(216?260)1200?140012?145.石灰質(zhì)膠結(jié)的堅(jiān)實(shí)的砂巖2700.06.粗粒正長(zhǎng)巖27001.有風(fēng)化痕跡的安山

6、巖及 玄武巖2700290(261?320)2.片麻巖、粗而巖260012.2221400?14?16xn3.特別堅(jiān)實(shí)的石灰?guī)r2900(11.6-13.3)(20.1?25)16004.火成巖卵石經(jīng)硅質(zhì)膠結(jié)2600的礫巖1.中?；◢弾r31002.堅(jiān)實(shí)的片麻巖2800360(321?400)XIII3.輝綠巖270014.127.51600?16?184.坊巖2500(13.4-14.8)(25.1 -30)18005.堅(jiān)實(shí)的粗面巖28006.中粒正常巖2800巖石級(jí)別巖石名稱實(shí)體巖 石自然 濕度時(shí) 的平均容重(kg/m3)凈鉆時(shí)間(min/m)極限抗壓 強(qiáng)度(kg/cm2)強(qiáng)度系 數(shù)用直徑30

7、mm合金 鉆頭，鑿巖 機(jī)打眼(工作氣壓為4.5氣壓)用直徑30mm淬火 鉆頭，鑿巖 機(jī)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(jiān)實(shí)的細(xì)粒花崗巖230015.5(14.9-18.2)32.5(30.1?40)1800?200018?202花崗片麻巖23003閃長(zhǎng)巖22004.最堅(jiān)實(shí)的石灰?guī)r23005堅(jiān)實(shí)的坊巖2900XV1.安山巖、玄武巖、堅(jiān)實(shí)的角 閃巖310020(18.3?24)32.5(40.1?60)2000?250020?252.最堅(jiān)實(shí)的輝綠巖及閃長(zhǎng) 巖29003.堅(jiān)實(shí)的輝長(zhǎng)巖及石英巖2800XVI1鈣鈉長(zhǎng)石質(zhì)橄欖石質(zhì)3300246025

8、0025玄武巖2特別堅(jiān)實(shí)的輝長(zhǎng)巖、3000輝綠巖、石英巖及盼巖附錄4河道疏浚工程分級(jí)表1. 土.砂分級(jí)表1.砂類別上名狀態(tài)料組.塑性圖分類貫入擊數(shù)Noi;離體沉入上中深度h（mm）飽和密度Pe液性描數(shù)II相對(duì)密度Dr粒經(jīng)(mm)含1ft占權(quán)重附著力F符號(hào)典型十、砂名稱舉例1流動(dòng)淤泥OH中.高塑性有機(jī)粘上010W1.55SI.50液塑淤泥OH中.高塑性有機(jī)粘上W2101.55-1.71.50-1.00II軼塑淤泥OL低、中塑性有機(jī)粉上、有機(jī)紛粘土W47-10l.S1.00-0.75町塑砂壤土OL低塑性粘上.砂質(zhì)粘土 .黃上5？83?7l.S00.75-0.25泥III町塑壤上CI中塑性粘上.粉質(zhì)

9、粘土5？83?7l.S00.75-0.25町塑粘土CH高塑性粘上.肥粘上？膨脹上5?83?7l.S00.75-0.251001;松散紛.細(xì)砂SNtSC.SAtS-C粉（桔？頁(yè)土砂？微含粉（枯）質(zhì)土砂W41.900-0.330.05-0.25硬S3砂壤土CL低塑性粘上.砂質(zhì)粘土 .黃上9-142?31.851.900.25-0100紛顧塑壤上CI中塑性粘上.紛質(zhì)粘土9-142?31.851.900.25-0250V密實(shí)紛、細(xì)砂SNLSC.S.M.S?粉（粘）質(zhì)土砂.不良級(jí)配砂？粘（粉）土砂混合料10?302.000.671.000.05?0.25砂VI堅(jiān)礎(chǔ)砂壤土CL砂質(zhì)粘上.低塑性粘土 .黃上1

10、5?3021.90-1.950100堅(jiān)硬壤上CI中塑性粘土 .粉質(zhì)粘上15?3021.90-2.000:附著力符號(hào)典型土、砂名稱舉例擊數(shù)上中深度占權(quán)車FNoi;h(mm)RDr(mm)vn堅(jiān)段粘土CH咼塑性枯土 .肥枯土.膨賽土15?3021.90-2.00250弱膠結(jié)砂確土15?31砂砂松散中砂SM.SC.SP粉順土砂.砂.粉用i）止砂混合料.不氏級(jí)配砂0-152.000-0.33 025-0.5050中密中砂SM.SC,SW.SP瓠桔順土砂.氏好（不便）級(jí)配砂15-302.050.33?0.67025-0.5050歸密中砂（含SNf(C).SW( P)5粉順土砂.氏好（不便）級(jí)配砂浙30-

11、5050板砂）GgGMQ（粘顧土礫.礫、砂、粉（粘）土砂混2.05025-0.50合料.不良級(jí)配砂fit砂松敬租砂SM.SC.SP粉）土砂.砂、粉（粘）土砂混合料.不便級(jí)配砂0-152.000.50-2.0050中密粗砂SM,SC,SW粉順土砂.砂.粉用i）止砂混合料.便好級(jí)配 砂15-302.050.50-2.0050索密粗砂（含SMOSWP人粉順土砂.氏好（不便）級(jí)配砂藏30?50鐵板砂）GgGMQ含粉（粘）質(zhì)土礫.礫、砂、粉（粘）土2.050.50-2.0050砂混合料.礫質(zhì)砂2水力沖挖機(jī)組土類劃分表土類土類名稱自然容重kg/m外形特征開挖方法I1稀泥1500?1800含水飽和，攪動(dòng)即成

12、糊狀不成鍬，用桶裝運(yùn)2流砂含水飽和，能緩緩流動(dòng)，挖而復(fù)漲II1砂土1650?1750顆粒較粗，無(wú)凝聚性和可塑性，空隙大，易透水用鐵鍬開挖2砂壊上土質(zhì)松軟，由砂與壤土組成，易成漿III1爛淤1700?1850行走陷足，粘鍬粘框用鐵鍬或長(zhǎng)苗大鍬開挖2壤土手觸感覺(jué)有砂的成分，可塑性好3含根種植土有植物根系，能成塊，易打碎IV1粘土1750?1900顆粒較細(xì)，粘手滑膩，能壓成塊用三齒叉撬挖2干燥粘手，看不見砂粒3T淤土水分在飽和點(diǎn)以下，質(zhì)軟易挖十二類分級(jí)十八類分級(jí)巖石級(jí)別可鉆性(m/h)一次提鉆長(zhǎng)度(m)巖石級(jí)別可鉆性(11111)一次提鉆長(zhǎng)度(m)IV1.61.71.61.7V1.151.5VIVH

13、1.21.01.501.40VI0.821.31110.851.30VII0.571.1IXX0.720.551.201.10VIII0.380.85|0380.85IX0.250.65xn0.250.65X0.150.50XIIIXIV0.180.130.550.40XI0.090.32XV0.090.32xn0.0450.16XVI0.0450.16附錄 5 巖石附錄 6 鉆機(jī)鉆孔工程地層分類與特征表墊層需稱特征1.粘土塑、性指數(shù)仃，人工回填壓實(shí)或天然的粘土層，包括粘土含石2.砂壤土丘然的砂壤土層。包括土砂、壤土、砂土互層、壤土含石和砂土3.淤泥丘然空隙比1并且W1.5的粘土和亞粘土4.粉

14、細(xì)砂d5oWO.25mm,塑性指數(shù)W1,包括粉砂、粉細(xì)砂含石5.中粗砂d5oWO.25mm,并且W2mm。包括中粗砂含石6.礫石粒、徑2?20mm的顆粒占全重50%的地層，包括砂礫石和砂礫7.卵石粒、徑2?200nmi的顆粒占全重51%的地層，包括砂礫石卵石&漂石粒、徑200?800mm的顆粒占全重52%的地層，包括漂卵石9.混凝土指水下澆筑，齡期不超過(guò)28天的防滲墻接頭混凝土10.基巖指全風(fēng)化、強(qiáng)風(fēng)化、弱風(fēng)化的巖石11.孤石粒徑SOOnmi需作專項(xiàng)處理，處理后的孤石按基巖定額計(jì)算附錄 7 混凝土、砂漿配合比及材料用量表1、混凝土配合比有關(guān)說(shuō)明（1）除碾壓混凝土材料配合參考表外，水泥混

15、凝土強(qiáng)度等級(jí)均以28d齡期用標(biāo)準(zhǔn) 試驗(yàn)方法測(cè)得 的具有95%保證率的抗壓強(qiáng)度標(biāo)準(zhǔn)值確定，如設(shè)計(jì)齡期超過(guò)28d,按表7-1系數(shù)換算。計(jì)算結(jié)果如介于 兩種強(qiáng)度等級(jí)之間，應(yīng)選用高一級(jí)的強(qiáng)度等級(jí)。表71設(shè)計(jì)齡期（d）286090180強(qiáng)度等級(jí)折合系數(shù)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(xì)砂，按 表7 - 2系 數(shù) 換 算表7-2項(xiàng)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(xì)砂1. 100. 960.971. 10粗砂換為特細(xì)砂1. 160. 900.951.

16、16注：水泥按重量計(jì)，砂、石子、水按體積計(jì)。（3）混凝土細(xì)骨料的劃分標(biāo)準(zhǔn)為：細(xì)度模數(shù)3. 19?3. 85（或平均粒徑1.2?2.5mm）為粗砂；細(xì)度模數(shù)2. 5?3. 19（或平均粒徑0.6?1.2mm）為中砂；細(xì)度模數(shù)1. 78?2. 5（或平均粒徑0. 3?0.6mm）為細(xì)砂；細(xì)度模數(shù)0.9?1.78（或平均粒徑0.15?0. 3mm）為特細(xì)砂。（4）埋塊石混凝土，應(yīng)按配合比表的材料用量，扣除埋塊石實(shí)體的數(shù)量計(jì)算1埋塊石混凝土材料量=配合表列材料用量X（I-埋塊石量）1塊石實(shí)體方=1.67碼方2因埋塊石增加的人工見表7-3。表7-3埋塊石率（）5101520每100】/埋塊石混凝土增加人

17、工工時(shí)24.032.042.459.8注：不包括塊石運(yùn)輸及影響澆筑的工時(shí)。(5)有抗?jié)B抗凍要求時(shí)，按表7-4水灰比選用混凝土強(qiáng)度等級(jí)表7-4抗?jié)B等級(jí)般水灰比抗凍等級(jí)般水灰比W40.60-0.65F500.58W60.55?0.60F1000.55W80.50-0.55F1500.52W120.50F2000.50F3000.45(6)除碾壓混凝土材料配合參考表外，混凝土配合表的預(yù)算量包括攪拌場(chǎng)內(nèi)運(yùn)輸 不包括攪拌后(熟料)的運(yùn)輸和澆筑損耗。(7)水泥用量按機(jī)械拌和擬定，若系人工拌和，水泥用量增加5%。(8)按照國(guó)際標(biāo)準(zhǔn)(ISO3893)的規(guī)定，且為了與其他規(guī)范相協(xié)調(diào)，混凝土及砂漿配2.純混凝土材

18、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。3.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7-8o4.摻粉煤灰混凝土材料配合比及材料用量摻粉煤灰混凝土材料配合比及材料用量見表7-9?表7-ilo5.碾壓混凝土材料配合碾壓混凝土材料配合參考表見表7-12。6.泵用混凝土材料配合泵用混凝土材料配合表見表7-13.表7-14o7.水泥砂漿材料配合水泥砂漿材料配合表見表7-15。8.水泥強(qiáng)度等級(jí)換算水泥強(qiáng)度等級(jí)換算系數(shù)參考值見表7- 16o及操作損耗在內(nèi)合比按強(qiáng)度等級(jí)混礙土材料配合比及材料用量表單位：m37?7混凝土強(qiáng)度零級(jí)水泥強(qiáng)反等級(jí)水灰比級(jí)配最大配合比預(yù)

19、算址粒徑（mm丿水泥砂石子水泥輕）粗砂卵石水(k刃輕）1CIO32.50.7512013.695.05237S770.5S121S0.720.17024013.925.05208S190.5513(500.790.15038013.7S6.451726530.441(5300.950.125415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.65270S530.57120(50.700.17024013.24.412427770.5213670.810.15038013.095.572016230.421(5350.960.12

20、5415012.928.031795270.3617991.060.1103C2032.50.5512012.4S9.S932179S0.5412270.720.17024012.533.782897330.4913820.810.15038012.494.722385940.401(5370.960.125415012.3S(5.S020849S0.3418031.0(50.11042.50.6012012.S04.0S2948270.56121S0.710.17024012.S95.202617570.51137(50.810.15038012.827.3721S61S0.421(5270

21、.950.125415012.739.291915220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232(505650.3S1(5440.960.125415012.047.782304710.321S121.060.110混凝土強(qiáng)度等級(jí)水泥強(qiáng)度等級(jí)水灰比級(jí)配最大粒徑配合比預(yù)算址水泥砂石子水泥粗砂卵石(mm丿（蚊(k刃（唧(n?)4C2542.50.5512012.483.783217980.5412270.720.170

22、24012.534.722S97330.4913S20.S10.15038012.496.8023S5940.4016370.960.125415012.38S.5520S4980.341S031.060.1105C3032.50.4512011.S53.143S97230.4S12420.730.17024011.973.983436780.4513S70.S10.15038011.S85.642SS5420.3616450.960.125415011.777.0925344S0.301S171.060.11042.50.5012012.103.503537440.5012500.730.1

23、7024012.254.433106990.4713S90.S10.15038012.166.232605650.3S16440.960.125415012.047.7S2304710.321S121.060.1106C3532.50.4012011.572.804366S90.4612370.720.17024011.773.443S46S50.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352S24220.2S1S161.060.11042.50.4512011.S53.143S97230.4S12420.730

24、.1706C3542.50.4574011.973.983436780.4513870.810.15038011.SS5.642SS5420.361(5450.960.124415011.777.0925344S0.301S171.0(50.1107C4042.50.40518011.572.804366S90.4612370.720.170622311.773.443S46S50.4613430.790.150726611.535.123214930.3316660.970.125830911.496.352S24220.2S181(51.0(50.110SC4542.50.34935211

25、.133.284565200.35151S0.890.125混凝土材料配合比及材料用迂序號(hào)混凝土強(qiáng)度等級(jí)水泥強(qiáng)度等級(jí)(MPa)水灰比級(jí)配最大粒徑(mm配合比預(yù)篦址水泥石子水泥曲粗砂卵石外加劑(kg)水(n?)(k刃(n?)(k刃1CIO32.50.7512014.145.692138870.5912300.720.430.17024014.1S7.191SS8260.551372OS0.3S0.15038014.1710.311576580.4416420.960.320.125415013.8412.781395600.381S031.050.2S0.1102C1532.50.6512013

26、.444.81250S650.5812210.710.500.17024013.576.192207900.5313S20.S10.450.15038013.46S.9S1816300.4216490.960.370.125415013.311.151605300.361SU1.060.320.1103C2032.50.5512012.784.24290S100.5412450.730.5S0.17024012.925.442547430.514000.S20.520.15038012.87.72125960.4016540.970.430.125415012.669.521SS5030.34

27、1S171.060.3S0.11042.50.6012013.164.(51264S390.5612350.720.530.17024013.265.862347670.5213920.S10.470.15038013.19S.291956240.4216410.960.390.125415013.1110.5(51715270.361S061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.S20.560.15038012.447.022345720.381664

28、0.970.470.125415012.27S.742074790.321S311.070.420.110表7$單位：m3序號(hào)混凝土強(qiáng)詢級(jí)水泥強(qiáng)度等級(jí)(MPa)水級(jí)最大配合比預(yù)算址灰粒徑水泥砂石子水泥輕)粗砂卵石外加劑曲水(n?)比配(mm)(k刃(n?丿(kg)4C2542.50.5512012.7S4.24290S100.5412450.730.580.17024012.925.442547430.514000.820.520.1503SO12.87.702125960.4016540.970.430.125415012.669.521S85030.341S171.060.380.1105

29、C3032.50.4512012.123.6234S7360.4912690.740.710.17024012.234.533076S90.4614110.83O.520.1503SO12.136.392575490.3716670.970.520.125415012S.042254530.301S371.070.4(50.11042.50.5012012.363.923207570.5112700.740.(540.17024012.54.932827090.4S14100.820.5(50.1503SO12.447.022345720.3S16640.970.470.125415012.2

30、7S.742074790.321S311.070.420.1106C3532.50.4012011.793.1S3927050.4712650.740.780.17024012.013.934669S0.47136S0.80.690.1503SO11.725.772895000.3316910.990.580.12541501L587.172544270.281S391.0S0.510.11042.50.4512012.123.6234S7360.4912690.740.710.17024012.234.533076S90.4614110.83O.520.1503SO12.136.392575

31、490.3716670.970.520.125415012S.042254530.301S371.070.4(50.1107C4042.50.401ISO11.793.1S3927050.4712650.740.780.170222312.013.934669S0.47136S0.80.690.150326611.725.772895000.3316910.990.580.125430911X587.P2544270.281S391.0S0.510.110SC4542.50.34235211.293.734105320.3515520.910.S20.125摻粉煤灰混凝土材料配合表表“（摻粉煤

32、灰址込取代系數(shù) E打序號(hào)混凝土強(qiáng)度等級(jí)術(shù)泥強(qiáng)反等級(jí)（MPa）水灰比級(jí)配粒徑（mm）配介比預(yù)算址水泥 粉煤灰砂石子水泥輕）粉煤灰粗砂卵石外加劑輕）水輕）(n?)輕）(m，)1C1032.50.75380103254.(5511.47139456500.4416210.950.280.1254150103254.514.421224055103717841.050.250.110C1532.50(55380103253.8610.031(50536200.4216270.960.330.1254150103253.7112.571404752303517911.050.290.1103C2032.

33、50.55380103253.108.44190635S90.4016230.960.3S0.1254150103252.9310.501685649503317911.050.340.11042.50.(50380103253.549.21173586160.4216180.950.350.1254150103253.4011.581525151903517811.050.310.110表7-10（摻粉煤灰ft 25%.取代系HI 1.3）單位：m3序號(hào)混凝 土強(qiáng)度 等級(jí)水泥強(qiáng)度 等級(jí)（MPa）水灰比配最大粒徑（mm）配合比預(yù)算址水泥粉煤灰砂石子水泥 （咤）粉煤灰粗砂卵石外加劑輕丿水問(wèn)輕丿（

34、H?）輕丿（m，）1C1032.50.753SO10.4334.9612.38131576500.4416210.950.270.125415010.4334.7915.51115505510.3(517841.040.240.1102C1532.50.653SO10.4334.1310.S2150666200.4216240.960.310.125415010.4333.9S13.54132585250.34178S1.050.270.1103C2032.50.553SO10.4333.319.1117S795900.4016220.950.360.125415010.4333.1811.4

35、5156594950.3217871.050.320.11042.50.603SO10.4333.789.92163716150.4216170.950.330.125415010.4333.6212.44143635170.3517801.050.290.110表7-11(摻粉煤灰ft 30%.取代系數(shù)1.3)單位：m51”；混凝土度等級(jí)水泥強(qiáng)度紋(MPa)水灰比級(jí)配量大粒徑(mm)配合比預(yù)算址水泥粉煤灰砂石子水泥(蝴粉煤灰粗砂卵石外加劑(蝴水(k刃問(wèn)(H?)1C1032.50.7538010.5575.3013.09122696490.4416190.950.250.125415010.5

36、575.101(5.32108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140S06190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955900.4016180.950.340.125415010.5573.3411.93148S34950.3317861.050.30.11042.50.6038010.5573.9710.33154S66130.4216120.950

37、.310.125415010.5573.8413.11134765180.3517781.040.270.110碾壓混貯材料配合參考表序號(hào)齡混凝土強(qiáng)度等級(jí)水泥強(qiáng)度等級(jí)(MPa)水砂水泥磷妒渣及凝灰?guī)r砂石子外加劑水備注期(*)膠比率(%)190C1542.50.50356710179815211.344S4大潮山資料.人匸砂石料90C2042.50.503894948514231.050494大潮山資料.人匸砂石料序號(hào)齡期(*)混凝土強(qiáng)度等級(jí)水泥強(qiáng)度竽級(jí)(MPa)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90C

38、1542.50.5S33649(573815200.493講境資料，人工砂石料390C2042.50.53368710778314130.49103講境資料，人工砂石料490CIO32.50.603563S776514530.38790汾河二庫(kù)資料.人工砂石料590C2032.50.5536S3S480114230.51192汾河二庫(kù)資料.人工砂石料690C2032.50.50361325577713830.S1294汾河二庫(kù)資料.人工砂石料790CIO32.50.563309 272_n0612-2/ 42?74*6? ?砌度(4)渡槽槽身立模面系數(shù)參考值渡槽類型壁厚(cm)立模面系數(shù)(m2/m3)備注矩形渡槽1015.00207.71305.28箱形渡槽1013.26206.63304.42U形渡槽12-2010.