土石方松實(shí)系數(shù)換算表

1、精選優(yōu)質(zhì)文檔-傾情為你奉上附錄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(kāi)挖方法1.砂土 2.種植土16501750疏松，粘著力差或易透水，略有粘性用鍬或略加腳踩開(kāi)挖1.壤土 2.淤泥 3.含壤種植土17501850開(kāi)挖時(shí)能成塊，并易打碎用鍬需用加腳踩開(kāi)挖1.粘土 2.

2、干燥黃土 3.干淤泥 4.含少量礫石 粘土18001950粘手，看不見(jiàn)砂粒或干硬用鎬、三齒耙開(kāi)挖或用鍬需用力加腳踩開(kāi)挖1.堅(jiān)硬粘土 2.礫質(zhì)粘土 3.含卵石粘土19002100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(kāi)挖 1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25mm鉆桿，人工單人打眼123456781.砂藻土及軟的白堊土15003.53020

3、01.522.硬的石炭紀(jì)的粘土1950.03.膠結(jié)不緊的礫巖190022004.各種不堅(jiān)實(shí)的頁(yè)巖20001.軟的有空隙的節(jié)理多的22004 (3.54.5)45 (3060)20040024石灰?guī)r及貝殼石灰?guī)r2.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)r23001.水成巖卵石經(jīng)石灰質(zhì)膠22006 (4.57)78 (6195)40060046 結(jié)而成的礫石2.風(fēng)化的節(jié)理多的粘土質(zhì)2200 砂巖3.堅(jiān)硬的泥質(zhì)頁(yè)巖28004.堅(jiān)實(shí)的泥灰?guī)r25001.角礫狀花崗巖23006.8 (5.77.7)8.5 (7.110)115 (96135)600800682.泥灰質(zhì)石灰?guī)r2300

4、3.粘土質(zhì)砂巖22004.云母頁(yè)巖及砂質(zhì)頁(yè)巖23005.硬石膏29001.軟的風(fēng)化較甚的花崗巖25008.5 (7.89.2)11.5 (10.113)157 (136175)8001000810、片麻巖及正常巖2.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)2500 的礫巖5.砂巖25006.砂質(zhì)石灰質(zhì)的頁(yè)巖2500續(xù)上表巖石 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2

5、5mm鉆桿，人工單人打眼123456781.白云巖270010 (9.310.8)15 (13.117)195 (176215)1000120010122.堅(jiān)實(shí)的石灰?guī)r27003.大理石27004.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r280011.2 (10.911.5) 18.5 (10.911.6)240 (216260)1200140012142.特別堅(jiān)實(shí)的白云巖29003.蛇紋巖26004.火成巖卵石經(jīng)石灰質(zhì)膠結(jié)2800的礫巖5.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)化痕跡的安山巖及270012.2 (11.613.3)22

6、 (20.125)290 (261320)140016001416 玄武巖2.片麻巖、粗面巖26003. 特別堅(jiān)實(shí)的石灰?guī)r29004. 火成巖卵石經(jīng)硅質(zhì)膠結(jié)2600 的礫巖1. 中?；◢弾r310014.1 (13.414.8)27.5 (25.130)360 (321400)1600180016182. 堅(jiān)實(shí)的片麻巖28003. 輝綠巖27004. 玢巖25005. 堅(jiān)實(shí)的粗面巖28006. 中粒正常巖2800續(xù)上表巖石 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

7、)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123456781. 特別堅(jiān)實(shí)的細(xì)粒花崗巖230015.5 (14.918.2)32.5 (30.140)1800200018202. 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)的玢巖29001.安山巖、玄武巖、堅(jiān)實(shí)的310020 (18.324)32.5 (40.160)200025002025 角閃巖2.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28001. 鈣鈉長(zhǎng)石質(zhì)橄欖石質(zhì)33002460250025 玄武巖2. 特別堅(jiān)實(shí)的輝長(zhǎng)巖、3000 輝綠巖、

8、石英巖及玢巖專心-專注-專業(yè)附錄4 河道疏浚工程分級(jí)表1. 土、砂分級(jí)表土砂類別土名狀態(tài)粒組、塑性圖分類貫入錐體沉入飽和密度液性指數(shù)相對(duì)密度粒經(jīng)含 量附著力符號(hào)典型土、砂名稱舉例擊數(shù)土中深度PtILDr(mm)占權(quán)重FN63.5h(mm)(g/cm2)(%)(g/cm2)流動(dòng)淤泥OH中、高塑性有機(jī)粘土0101.551.50液塑淤泥OH中、高塑性有機(jī)粘土2101.551.71.501.00軟塑淤泥OL低、中塑性有機(jī)粉土、有機(jī)紛粘土47101.81.000.75可塑砂壤土OL低塑性粘土，砂質(zhì)粘土，黃土58371.800.750.25泥可塑壤土CI中塑性粘土，粉質(zhì)粘土58371.800.750.25

9、可塑粘土CH高塑性粘土，肥粘土，膨脹土58371.800.750.25100土松散紛、細(xì)砂SM,SC,S-M,S-C粉(粘)質(zhì)土砂，微含粉(粘)質(zhì)土砂41.9000.330.050.25、硬塑砂壤土CL低塑性粘土，砂質(zhì)粘土，黃土914231.851.900.250100紛硬塑壤土CI中塑性粘土，紛質(zhì)粘土914231.851.900.250100中密紛細(xì)砂SM,SC,S-M,S-C粉(粘)質(zhì)土砂，不良級(jí)配砂，粘(粉)土砂混合料5101.900.330.670.050.25細(xì)硬塑粘土CH高塑性粘土，肥粘土，膨脹土914231.851.900.250250密實(shí)紛、細(xì)砂SM,SC,S-M,S-C粉(粘

10、)質(zhì)土砂，不良級(jí)配砂，粘(粉)土砂混合料10302.000.671.000.050.25砂堅(jiān)硬砂壤土CL砂質(zhì)粘土，低塑性粘土，黃土153021.901.950100堅(jiān)硬壤土CI中塑性粘土，粉質(zhì)粘土153021.902.000100續(xù)上表土砂類別土名狀態(tài)粒組、塑性圖分類貫入錐體沉入飽和密度液性指數(shù)相對(duì)密度粒經(jīng)含 量附著力符號(hào)典型土、砂名稱舉例擊數(shù)土中深度Pt占權(quán)重FN63.5h(mm)(g/cm2)ILDr(mm)(%)(g/cm2)堅(jiān)硬粘土CH高塑性粘土，肥粘土，膨脹土153021.902.000250弱膠結(jié)砂礓土1531砂中 砂松散中砂SM,SC,SP粉(粘)質(zhì)土砂，砂、粉(粘)土砂混合料，

11、不良級(jí)配砂 0152.0000.330.250.5050中密中砂SM,SC,SW,SP粉(粘)質(zhì)土砂，良好(不良)級(jí)配砂 15302.050.330.670.250.5050緊密中砂(含鐵SM(C),SW(P),粉(粘)質(zhì)土砂，良好(不良)級(jí)配砂,粉 305050板砂)GM(C),GM(C),(粘)質(zhì)土礫，礫、砂、粉(粘)土砂混2.050.250.50合料，不良級(jí)配砂粗 砂松散粗砂SM,SC,SP粉(粘)土砂，砂、粉(粘)土砂混合料，不良級(jí)配砂0152.000.502.0050中密粗砂SM,SC,SW粉(粘)質(zhì)土砂，砂、粉(粘)土砂混合料，良好級(jí)配砂 15302.050.502.0050緊密粗

12、砂(含SM(C),SW(P),粉(粘)質(zhì)土砂，良好(不良)級(jí)配砂,微 3050鐵板砂)GM(C),GM(C),含粉(粘)質(zhì)土礫，礫、砂、粉(粘)土2.050.502.0050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/m3外形特征開(kāi)挖方法1稀泥15001800含水飽和，攪動(dòng)即成糊狀不成鍬，用桶裝運(yùn)2流砂含水飽和，能緩緩流動(dòng)，挖而復(fù)漲1砂土16501750顆粒較粗，無(wú)凝聚性和可塑性，空隙大，易透水用鐵鍬開(kāi)挖2砂壤土土質(zhì)松軟，由砂與壤土組成，易成漿1爛淤17001850行走陷足，粘鍬粘框用鐵鍬或長(zhǎng)苗大鍬 開(kāi)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

13、塊，易打碎1粘土17501900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(jiàn)砂粒3干淤土水分在飽和點(diǎn)以下，質(zhì)軟易挖附錄5 巖石十二類分級(jí)與十六類分級(jí)對(duì)照表十二類分級(jí)十六類分級(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 (m/h)一次提鉆長(zhǎng)度 (m)1.61.71.61.71.151.5 1.2 1.0 1.50 1.400.821.30.851.300.571.1 0.72 0.551.20 1.100.380.850.380.850.250.650.250.650.150.50 0.18 0.130.55 0.400.090.320.090.320.0450.

14、160.0450.16附錄6 鉆機(jī)鉆孔工程地層分類與特征表墊層名稱特 征1.粘土塑性指數(shù)17，人工回填壓實(shí)或天然的粘土層，包括粘土含石2. 砂壤土1塑性指數(shù)17，人工回填壓實(shí)或天然的砂壤土層。包括土砂 、壤土、砂土互層、壤土含石和砂土3. 淤泥包括天然空隙比1.5時(shí)的淤泥和天天然空隙比1并且1.5的粘土和亞粘土4. 粉細(xì)砂d500.25mm，塑性指數(shù)1，包括粉砂、粉細(xì)砂含石5. 中粗砂d500.25mm，并且2mm。包括中粗砂含石6. 礫石粒徑220mm的顆粒占全重50%的地層，包括砂礫石和砂礫7. 卵石粒徑2200mm的顆粒占全重51%的地層，包括砂礫石卵石8. 漂石粒徑200800mm的顆

15、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800mm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

16、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 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) 3.193.85（或平均粒徑1.22.5mm）為粗砂；細(xì)度模數(shù) 2.53.19（或平均粒徑0.61.2mm）為中砂； 細(xì)度模數(shù)1.782.5（或平均粒徑0.30.6mm）為細(xì)砂； 細(xì)度模數(shù)0.91.78（或平均粒徑0.150.3mm）為特細(xì)砂

17、。 (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。 埋塊石混凝土材料量=配合表列材料用量×(1埋塊石量) l塊石實(shí)體方=1.67碼方 因埋塊石增加的人工見(jiàn)表7-3。表73埋 塊 石 率（）5101520每100m3埋塊石混凝土增加人工工時(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)一般水灰比抗凍等級(jí)一般水灰比W40.600.65F500.58W60.550.60F1000.55W80.500.55F1500.52W120.50F2000.50F3000.

18、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)輸及操作損耗在內(nèi)。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)，混凝土及砂漿配合比按強(qiáng)度等級(jí)表示。2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(jiàn)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(jiàn)表7-8。4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(jiàn)表7-9表7-11。5碾壓混凝土材料配合碾壓混凝土材料配合參考表見(jiàn)表7-12。

19、6泵用混凝土材料配合泵用混凝土材料配合表見(jiàn)表713、表714。7水泥砂漿材料配合水泥砂漿材料配合表見(jiàn)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(jiàn)表7-16。 混凝土材料配合比及材料用量 表7-7 單位：m3序號(hào)混凝土強(qiáng)度等級(jí)水泥強(qiáng)度等級(jí)水灰比級(jí)配最大配 合 比預(yù) 算 量粒徑水泥砂石子水泥粗砂卵石水(mm)(kg)(kg)(m3)(kg)(m3)(m3)1C1032.50.7512013.695.052378770.5812180.720.17024013.925.052088190.5513600.790.15038013.786.451726530.4416300.950.12

20、5415013.649.331525550.3717921.050.1102C1532.50.6512013.1511.652708530.5712060.700.17024013.24.412427770.5213670.810.15038013.095.572016230.4216350.960.125415012.928.031795270.3617991.060.1103C2032.50.5512012.489.893217980.5412270.720.17024012.533.782897330.4913820.810.15038012.494.722385940.4016370.

21、960.125415012.386.802084980.3418031.060.11042.50.6012012.804.082948270.5612180.710.17024012.895.202617570.5113760.810.15038012.827.372186180.4216270.950.125415012.739.291915220.3517911.050.1104C2532.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.381644

22、0.960.125415012.047.782304710.3218121.060.110續(xù)上表 序號(hào)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 量水泥砂石子水泥粗砂卵石水(mm)(kg)(kg)(m3)(kg)(m3)(m3)4C2542.50.5512012.483.783217980.5412270.720.17024012.534.722897330.4913820.810.15038012.496.802385940.4016370.960.125415012.388.552084980.3418031.060.1105C3032.50.4512011.853.14

23、3897230.4812420.730.17024011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.125415011.777.092534480.3018171.060.11042.50.5012012.103.503537440.5012500.730.17024012.254.433106990.4713890.810.15038012.166.232605650.3816440.960.125415012.047.782304710.3218121.060.1106C3532.50.4012011.572.

24、804366890.4612370.720.17024011.773.443846850.4613430.790.15038011.535.123214930.3316660.970.125415011.496.352824220.2818161.060.11042.50.4512011.853.143897230.4812420.730.1706C35 42.5 0.4524011.973.983436780.4513870.810.15038011.885.642885420.3616450.960.124415011.777.092534480.3018171.060.1107C4042

25、.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 單位：m3序號(hào)混凝土強(qiáng) 度等級(jí)水泥強(qiáng)度等級(jí)(MPa)水級(jí)最大配 合 比預(yù) 算 量灰粒徑水泥砂石子水泥粗砂卵石外加劑水比配(mm)(kg)(kg)(m3)(kg)(m3

26、)(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

27、.370.125415013.311.151605300.3618111.060.320.1103C2032.50.5512012.784.242908100.5412450.730.580.17024012.925.442547430.514000.820.520.15038012.87.72125960.4016540.970.430.125415012.669.521885030.3418171.060.380.11042.50.6012013.164.612648390.5612350.720.530.17024013.265.862347670.5213920.810.470.150

28、38013.198.291956240.4216410.960.390.125415013.1110.561715270.3618061.050.350.1104C2532.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.110續(xù)上表序號(hào)混凝土強(qiáng) 度等 級(jí)水泥強(qiáng)度等級(jí)(MPa)水級(jí)最大配 合 比預(yù) 算 量灰粒徑水泥砂石子水泥粗砂卵

29、石外加劑水比配(mm)(kg)(kg)(m3)(kg)(m3)(kg)(m3)4C2542.50.5512012.784.242908100.5412450.730.580.17024012.925.442547430.514000.820.520.15038012.87.702125960.4016540.970.430.125415012.669.521885030.3418171.060.380.1105C3032.50.4512012.123.623487360.4912690.740.710.17024012.234.533076890.4614110.830.620.1503801

30、2.136.392575490.3716670.970.520.1254150128.042254530.3018371.070.460.11042.50.5012012.363.923207570.5112700.740.640.17024012.54.932827090.4814100.820.560.15038012.447.022345720.3816640.970.470.125415012.278.742074790.3218311.070.420.1106C3532.50.4012011.793.183927050.4712650.740.780.17024012.013.934

31、66980.4713680.80.690.15038011.725.772895000.3316910.990.580.125415011.687.172544270.2818391.080.510.11042.50.4512012.123.623487360.4912690.740.710.17024012.234.533076890.4614110.830.620.15038012.136.392575490.3716670.970.520.1254150128.042254530.3018371.070.460.1107C4042.50.40118011.793.183927050.47

32、12650.740.780.170222312.013.93466980.4713680.80.690.150326611.725.772895000.3316910.990.580.125430911.687.172544270.2818391.080.510.1108C4542.50.34235211.293.734105320.3515520.910.820.125摻粉煤灰混凝土材料配合表表 7-9(摻粉煤灰量20%，取代系數(shù)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)水級(jí)最大配 合 比預(yù) 算 量灰粒徑水泥粉煤灰砂石子水泥粉煤灰粗砂卵石外加劑水比配(mm)(kg)(kg

33、)(m3)(kg)(m3)(kg)(m3)1C1032.50.7538010.3254.6511.47139456500.4416210.950.280.125415010.3254.514.42122405510.3717841.050.250.1102C1532.50.6538010.3253.8610.03160536200.4216270.960.330.125415010.3253.7112.57140475230.3517911.050.290.1103C2032.50.5538010.3253.108.44190635890.4016230.960.380.125415010.3

34、252.9310.50168564950.3317911.050.340.11042.50.6038010.3253.549.21173586160.4216180.950.350.125415010.3253.4011.58152515190.3517811.050.310.110 摻粉煤灰混凝土材料配合表 表 7-10(摻粉煤灰量25%，取代系數(shù)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)水級(jí)最大配 合 比預(yù) 算 量灰粒徑水泥粉煤灰砂石子水泥粉煤灰粗砂卵石外加劑水比配(mm)(kg)(kg)(m3)(kg)(m3)(kg)(m3)1C1032.50.7538010.433

35、4.9612.38131576500.4416210.950.270.125415010.4334.7915.51115505510.3617841.040.240.1102C1532.50.6538010.4334.1310.82150666200.4216240.960.310.125415010.4333.9813.54132585250.3417881.050.270.1103C2032.50.5538010.4333.319.11178795900.4016220.950.360.125415010.4333.1811.45156694950.3217871.050.320.1104

36、2.50.6038010.4333.789.92163716150.4216170.950.330.125415010.4333.6212.44143635170.3517801.050.290.110 摻粉煤灰混凝土材料配合表 表 7-11(摻粉煤灰量30%，取代系數(shù)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)水級(jí)最大配 合 比預(yù) 算 量灰粒徑水泥粉煤灰砂石子水泥粉煤灰粗砂卵石外加劑水比配(mm)(kg)(kg)(m3)(kg)(m3)(kg)(m3)1C1032.50.7538010.5575.3013.09122696490.4416190.950.250.125415010.5575.1016.32108615510.3717811.050.220.1102C1532.50.6538010.5574.3911.39140806190.4216220.950.280.125415010.5574.2014.20124705220.3517861.050.250.1103C2032.50.5538010.5573.549.61166955