制 浆 水 泥 用 量 基 数 表.doc

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1、制浆水泥用量基数表(水泥比重以3.1计算)水泥浆配比10:18:16:15:14:13:12:1水泥浆比重1.071.081.111.131.161.201.29水泥浆每升重量1.065631.081401.107141.127271.156711.203881.29167重量比(水:灰)水灰水灰水灰水灰水灰水灰水灰每升浆液水灰重量0.968750.0.961240.120160.948980.158160.939390.187880.925370.231340.902910.300970.861110.43056150升浆液水灰

2、重量145.3114.53144.1918.02142.3523.72140.9128.18138.8134.70135.4445.15129.1764.58200升浆液水灰重量193.7519.38192.2524.03189.8031.63187.8837.58185.0746.27180.5860.19172.2286.11水泥浆配比1.5:11:10.8:10.6:10.5:10.4:1水泥浆比重1.371.511.601.731.821.94水泥浆每升重量1.371681.512201.603441.734271.823

3、531.93750重量比(水:灰)水灰水灰水灰水灰水灰水灰每升浆液水灰重量0.823010.548670.756100.756100.712640.890800.650351.083920.607841.215690.553571.38393150升浆液水灰重量123.4582.30113.41113.41106.90133.6297.55162.5891.18182.3583.04207.59200升浆液水灰重量164.61109.73151.22151.22142.53178.16130.07216.78121.57243.1

4、4110.71276.79管路及钻孔占浆关系表管路内径(mm)12.7(4′)19.0(6′)25.4(1″)31.9(1″2′)38.1(1″4′)44.4(1″6′)50.8(2″)63.5(2″4′)76.2(3″)备注每米长度容积(L/m)0.1270.2830.5060.7981.141.552.033.164.56灌浆管内管外管间的环状间隙(外管是2′,内管是1′钢管时)钻孔孔径(mm)8090100110120130140150160每米长度容积(L/m)5.026.357.859.5011.3013.2015.40

5、17.7020.201.14