混凝土配合比表_第1頁
混凝土配合比表_第2頁
混凝土配合比表_第3頁
混凝土配合比表_第4頁
混凝土配合比表_第5頁
已閱讀5頁,還剩15頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

1、 (2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07130042cb201800.530.441:2.85:3.68:0.212806079910308.5027.2180140043c20細石1800.510.431:2.92:3.88:0.252736879810588.525175150048c25細石1800.460.411:2.00:0.4637575310709.4173160065c20p

2、61800.550.441:3.22:2.41:1.60:0.27255688204096148.026.01801700111:4砂漿(稠度)70-90(mm)1:434213685.02801800101:3砂漿(稠度)70-90(mm)1:342012606.0310192021222324材料規(guī)格水泥32.5砂中砂石摻外合加料劑(2013年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-205-1616-31.516-2520-40jhf-801uea-hhf-2fdjjhf-ws2qsn-0710001c30早

3、強防凍-101800.460.441:2.42;1.85:1.23:0.18330607984076107.819.518020002c25早強防凍-51800.600.381:2.41:1.18:2.753007223538256.09.018030003c30防凍-51800.460.441:2.42:1.85:1.23:0.18330607984076107.815.618040004c30早強-51800.460.441:2.42:1.85:1.23:0.18330607984076107.815.618050005c30防凍-101800.460.441:2.42:1.85:1.23

4、:0.18330607984076107.819.518060006c251800.540.441:2.97:1.27:1.52:0.25273688124136206.818070007c25防凍-51800.540.441:2.97:1.27:1.52:0.25273688124136206.810.218080010c251250.600.381:2.42:2.37:1.583007254737106.016990011c401800.410.421:1.86:1.55;1.04:0.14396547384106149.9178100015c301800.470.441:2.42:1.8

5、6:1.24;0.15330508004086137.6180110016c451800.380.421:1.76:1.45:0.97:0.144175773640360410.4173120017c301600.490.441:2.60:1.98:1.32:0.19310608054106157.4175材料規(guī)格水泥42.5砂中砂石摻外合加料劑(2013年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-205-1616-31.516-2520-40jhf-801uea-hhf-2fdjjhf-ws2qsn-071300

6、18c301800.480.441:1.50:1.91:1.28:0.193206080140861110.7166140019c351800.450.431:2.21:1.76:1.17:0.14352487784136198.0175150020c35超早強-101800.450.431:2.21:1.76:1.17:0.14352487784136198.020175161718192021222324材料規(guī)格水泥42.5砂中砂石摻外合加料劑(2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-201

7、6-31.516-2520-40jhf-801uea-hyq-8cbjhf-ws2qsn-07250060c40p61800.410.431:2.03:1.63:1.09:0.173666474339859710.837.4175260061c40p81800.420.431:2.10:1.69:1.12:0.183546374339859710.451.5175270062c40p81800.420.431:2.08:1.67:1.11:0.183586374339859710.546.8175280064c30超流態(tài)2000.440.431:2.11:2.75:0.253538774497

8、111.0195290067c35早強超流態(tài)2000.400.451:1.86:2.24:0.14420607809409.69.6190300068c50早強抗折5.01250.310.361:1.27:0.90:1.3549863044867212.510.0155310069c35超早強1800.430.431:2.06:1.64:1.09:0.123714476340660910.388.3177320070c30抗折5.01250.410.371:1.92:1.30:1.96366701477716150330071c30s81800.450.431:2.35:1.85:1.24:0

9、.18330607764086119.834.0177343536材料規(guī)格水泥42.5砂中砂石摻外合加料劑(2013年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-205-1616-31.516-2520-40jhf-801uea-hhf-2fdjjhf-ws2qsn-071hp-2013-008c251800.49441:2.73:2.08:1.39:0.25294738024096137.31802hp-2013-009c25防凍-51800.49441:2.73:2.08:1.39:0.2529473802409

10、6137.3111803hp-2013-012c101800.60441:2.73:1.40:2.061621388234196286.01804hp-2013-013c201800.56441:3.20:2.44:1.63:0.25257648224196286.41805hp-2013-014c151800.59441:2.69:1.372.051871188214186266.1180材料規(guī)格水泥32.5砂中砂石摻外合加料劑(2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-

11、2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-0710001c151800.57441:3.22:1.67:2.46:0.25255638214256287.9518020002c201800.54421:2.88:1.59:2.39:0.19273507874356528.07517530003c251800.46411:2.35:1.34:2.01:0.17320557534286429.417340004c301800.45441:2.39:1.23:1.84:0.18330607904066089.7517750005c15防凍-51800.57441:3.

12、22:1.67:2.46:0.25255638214256287.957.9518060006c20防凍-51800.54421:2.88:1.59:2.39:0.18273507874356528.0758.07517570007c25防凍-51800.45411:2.26:1.301.95:0.17329557434286429.69.617380008c30防凍-51800.45431:2.36:1.23:1.84:0.18330607804066089.759.7517790009c30p61800.45441:2.40:1.23:1.84:0.18330607924066087.81

13、77100020c101800.58441:4.26:2.13:3.19:0.601961188344176267.85182110021c35微膨脹2000.49431:2.33:1.23:1.84:0.12330407704066089.2536.6180120022c35細石微膨脹2000.46441:2.22:2.83:0.12350407779909.7533.9180130023c35防凍-51800.43431:2.03:1.09:1.64:0.123714475240660910.3810.38177材料規(guī)格水泥32.5砂中砂石摻外合加料劑(2012年)混 凝 土 配 合 比

14、表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07140024c401800.36421:1.70:0.95:1.43:0.164196571339859812.1175150025c40防凍-51800.36421:1.70:0.95:1.43:0.164196571339859812.112.1175160026c25早強1800.46411:2.32:1.34:2.01:0.17320557434286429.49.417317002

15、7c30早強1800.45431:2.36:1.23:1.84:0.18330607794066089.759.75177180028c40p61800.40431:1.83:0.95:1.44:0.094073674339058511.036.6175190029c10防凍-101800.58481:4.26:2.10:3.14:0.601961188344116167.8516.0182200030c30防凍-101800.45431:2.34:1.23:1.84:0.18330607714066089.759.619.5177210031c30防凍-51800.45431:2.36:1.

16、23:1.84:0.18330607784066089.7511.7177220032c10防凍-51800.58451:4.29:2.10:3.14:0859.4182230033c35p62000.49431:2.33:1.23:1.84:0.12330407704066089.2536.6180240034c40早強1800.36421:1.70:0.95:1.43:0.164196571339859812.112.1175250035c10細石1800.58441:4.26:5.32:0.6019611883410437.85182260036c

17、351800.43431:2.06:1.09:1.64:0.123714476340660910.38177材料規(guī)格水泥32.5砂中砂石摻外合加料劑(2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07270037c30p81800.45441:2.40:1.23:1.84:0.18330607924066087.8177280038c501800.31411:1.36:0.80:1.20:0.084973

18、867839659510.7166290039c25細石1800.46411:2.35:3.34:0.173205575310709.4173300040c30細石1800.45441:2.39:3.07:0.183306079010149.75177310041c35早強1800.43431:2.03:1.09:1.64:0.123714475340660910.3810.38177320042c b201800.53441:2.85:3.68:0.212806079910308.5027.2180330043c20細石1800.51431:2.92:3.88:0.2527368798105

19、88.5175340044c30p81800.49431:2.34:1.23:1.84:0.12330407714066089.2536.6180350045c35抗折5.01250.39341:1.58:1.23:1.843976284887329.9155360046c30抗折5.01250.41371:1.92:1.30:1.96366701477716930細石微膨脹1800.45441:2.39:3.07:0.183306079010149.7533.0177380048c25細石1800.46411:2.00:2.8537575310709.4173390

20、049c35p82000.49431:2.33:1.231.84:0.12330407704066089.2591.5180材料規(guī)格水泥32.5砂中砂石摻外合加料劑2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07400050c40p81800.40431:1.83:0.95:1.44:0.094073674339058511.041.2175410051c35早強抗折5.01250.39341:1.58

21、:1.23:1.843976284887329.97.9155420054c30抗折5.01250.41371:1.92:1.30:1.96366701477716930p61800.50431: 2.40:1.26:1.89:0.12324397764086119.131.6180440056c30p81800.50431:2.42:1.27:1.90:0.12321397764086119.035.6180450057c35p81800.49431:2.34:1.23:1.85:0.12329407704066089.241.0180460058c35p81800

22、.44431:2.29:1.23:1.84:0.223287275040260310.049.5175470059c35p61800.43431:2.27:1.23:1.84:0.253318375040660810.436.0180480060c40p61800.41431:2.03:1.09:1.63:0.173666474339859710.837.4175490061c40p81800.42431:2.10:1.12:1.69:0.183546374339859710.451.5175500062c40p81800.42431:2.08:1.11:1.67:0.183586374339

23、859710.546.8175510063cf501500.31411:1.36:0.8:1.20:0.08:0.164973867839659513.4166材料規(guī)格水泥32.5砂中砂石摻外合加料劑2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07520064c30超流態(tài)2000.44431:2.11:2.75:0.253538774497111.0195530065c20p61800.55441:3.

24、22:1.60:2.41:0.27255688204096148.026.0180540066c50p8防凍-202000.32421:1.46:0.80:1.21497728399599jhf-4防凍泵送劑12.4355.0159550068c50早強抗折5.01250.31361:1.27:0.90:1.3549863044867212.510.0155560069c35超早強1800.43431:2.06:1.09:1.64:0.123714476340660910.38cb超早強減水劑8.3177570070c30抗折5.01250.41371:1.92:1.30:1.96366701

25、477716150580071c30s81800.45431:2.35:1.24:1.85:0.18330607764086119.834.0177590072c20早強1800.54421:2.88:1.59:2.39:0.19273507874356528.16.5175600073c30p8早強1800.50431:2.42:1.27:1.90:0.12321397764086119.035.67.2180610074c40s81800.40431:1.83:0.95:1.44:0.094073674339058511.038.5175620075c251800.51421:2.21:2

26、.9935578310608.9180630076c30超早強1800.45441:2.39:1.23:1.84:0.18330607904066089.75cb超早強減水劑7.8177材料規(guī)格水泥32.5砂中砂石摻外合加料劑2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07640077c30p61800.45431:2.35:1.24:1.85:0.18330607764086119.834.01776

27、50078c35p6早強1800.43421:2.21:1.23:1.84:0.253318373040660810.436.08.28180660079c30早強抗折5.01250.41371:1.92:1.30:1.963667014777167.32150670080c10早強1800.58441:4.26:2.13:3.19:0.601961188344176267.856.3182680081c15早強1800.57441:3.22:1.67:2.46:0.25255638214256287.956.4180690082c50早強1800.33411:1.36:0.80:1.20:0

28、.084973867839659510.710.7166700083c20細石早強1800.51431:2.92:3.88:0.252736879810588.56.8175710084c30s8f2001800.45441:2.40:1.23:1.84:0.18330607924066087.8177720085c35s8f2001800.43431:2.06:1.09:1.64:0.12371447654066098.3177730086c25早強1800.51421:2.21:2.9935578310608.97.1180740087c351250.39341:1.58:1.23:1.8

29、43976284887329.9155750088c301250.41371:1.92:1.30:1.963667014777169.15150材料規(guī)格水泥32.5砂中砂石摻外合加料劑2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07760089c30p6早強1800.45431:2.35:1.24:1.85:0.18330607764086119.834.07.8177770090c35w8早強1800

30、.49431:2.34:1.23:1.85:0.12329407704066089.241.09.2180780091c30細石早強防凍-51800.45431:2.36:3.07:0.183306077810149.7511.77.8177790092c30細石早強1800.45431:2.36:3.07:0.183306077910149.759.75177800094c30早強防凍-101800.45431:2.34:1.23:1.84:0.18330607714066089.7519.57.8177810095c30p6防凍-51800.50431:2.40:1.26:1.80:0.1

31、2324397764086119.131.610.9180820096c35w8早強防凍-51800.44431:1.95:1.03:1.543957704066089.943.911.99.9175830097c30早強抗折5.0防凍-101250.39371:1.76:1.24:1.853866814777169.619.37.7150840098c30早強抗折5.0防凍-51250.39371:1.76:1.24:1.853866814777169.611.67.7150850099c30p6早強防凍-101800.48431:2.40:1.26:1.89:0.1232439408611

32、9.131.618.27.3175860100c20早強防凍-51800.54421:2.88:1.59:2.39:0.19273504356528.19.76.5175材料規(guī)格水泥32.5砂中砂石摻外合加料劑2012年)混 凝 土 配 合 比 表 序號試驗編號設(shè) 計 強 度坍落度w/膠砂率比 例膠凝材料砂石外 加 劑水水水泥粉煤灰中砂5-165-2016-31.516-2520-40jhf-801uea-hyq-8fdjjhf-ws2qsn-07870101c25早強防凍-51800.45411:2.26:1.30:1.95:0.17329557434286429.611.57.7173880102c30早強防凍-51800.45431:2.36:1.23:1.84:0.18330607794066089.7511.77.8177890103c25p61800.46411:2.32:1.34:2.01:0.173205574342864

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責。
  • 6. 下載文件中如有侵權(quán)或不適當內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

最新文檔

評論

0/150

提交評論