巷道断面特征及每米材料消耗表.xls

20mm锚杆质量22mm锚杆质量 数量长度质量数量长度质量 39.31.8174.44484192113.392 锚索托盘锚索托盘 数量质量数量质量 17.59537.95 金属网 数量平方 12.04 锚杆托盘 数量质量 11.94 圆钢￠5.5 圆钢直径 d 方钢边长 a 理论重量，kg/m 圆钢直径 d 方钢边长 a 数量长度质量圆钢方钢 121.22.67845.50.1860.23723 圆钢￠660.2220.28324 数量长度质量6.50.260.33225 121.23.196870.3020.38526 80.3950.50227 90.4990.63628 100.6170.78529 110.7460.9530 120.8881.1331 131.041.3332 141.211.5433 151.391.7734 161.582.0135 171.782.2736 1822.5438 192.232.8340 202.473.1442 212.723.4645 222.983.848 理论重量，kg/m 圆钢直径 d 方钢边长 a 理论重量，kg/m 圆钢直径 d 方钢边长 a 理论重量，kg/m 圆钢方钢圆钢方钢圆钢 3.264.155015.419.612596.3 3.554.525317.322130104 3.854.915518.623.7140121 4.175.315619.324.6150139 4.495.725820.726.4160158 4.836.156022.228.3170178 5.186.66324.531.2180200 5.557.06652633.2190223 5.927.546828.536.3200247 6.318.047030.238.5220298 6.718.557534.744.2250385 7.139.078039.550.2 7.559.628544.556.7 7.9910.29049.963.6 8.911.310061.778.5 9.8612.61056886.5 10.913.811074.695 12.515.911581.5104 14.218.112088.8113 方钢 123 133 154 177 201 227 254 283 314 理论重量，kg/m 中空六角形B19质量中空六角形B22质量钢材尺寸、截面积及理论重量表 数量长度质量数量长度质量 截 面 形 状 公 称 尺 寸 BDd 112.2312.57.575 基本 尺寸 中空六角形B25d7.0质量 中空六角形B25d8.5质量mm 数量长度质量数量长度质量 中 空 六 角 钢 形 19196 11.24.7411.24.5622226.5 2525 7 8.5 3232 9 10.5 中 空 圆 形 3232 9 10.5 3838 13 14 r ≈ 截面积≈ mm2 理论重理≈ kg/m 心孔偏心度 热 轧 热拔材 冷拔材 ＜0.75 ＜0.75 2.52842.23 33863.03 3 5033.95 4853.8 ＜1.2＜1.23.5 3236.46 8006.28 ＜0.8＜0.5 7415.81 7135.63 ＜1.0＜0.5 10628.34 10418.17 钢材尺寸、截面积及理论重量表 mm 工子钢的尺寸、截面面积、理论重理表 截面面积 m2 理论重理 kg/m 型号尺寸， mm h b d trr1 10100684.57.66.53.314.34511.261 12.61267458.473.518.11814.223 14140805.59.17.53.821.51616.89 161608869.98426.13120.513 18180946.510.78.54.330.75624.143 20a200100711.494.535.75827.929 20b200102911.494.839.57833.069 22a2201107.512.39.54.842.12833.07 22b2201129.512.39.54.846.52836.524 25a25011681310548.54138.105 25b250118101310553.54142.03 28a2801228.513.710.55.355.40443.492 28b28012410.513.710.55.361.00447.888 32a3201309.51511.55.867.15652.717 32b32013211.51511.55.873.55657.741 32c32013413.51511.55.879.95662.765 36a3601361015.812676.4860.037 36b3601381215.812683.6865.689 36c3601401415.812690.8871.341 40a40014210.516.512.56.386.11267.598 40b40014412.516.512.56.394.11273.878 40c40014614.516.512.56.3102.11280.158 45a45015011.51813.56.8102.44680.42 45b45015213.51813.56.8111.44687.485 45c45015415.51813.56.8120.44694.55 50a5001581220147119.30493.654 50b5001601420147129.304101.504 50c5001621620147139.304109.354 56a56016612.52114.57.3135.435106.316 56b56016814.52114.57.3146.635115.108 56c56017016.52114.57.3157.835123.9 63a6301761322157.5154.658121.407 63b6301781522157.5167.258131.298 63c6301801722157.5179.858141.189 轻轨用接头夹板重量 型 号理论重理，kg/块 9kg/m轻轨用接头夹板0.81 12kg/m轻轨用接头夹板1.39 15kg/m轻轨用接头夹板2.2 22kg/m轻轨用接头夹板3.8 30kg/m轻轨用接头夹板5.54 轻轨用垫板 型 号理论重理，kg/块 15kg/m轻轨用垫板1.5 22kg/m轻轨用垫板2.2 30kg/m轻轨用垫板 2.7 型号 kg/m 截 面 尺 寸截面面积 轨高底宽头宽头高腰高底高腰高 A cm2 ABCDEFt mm 963.563.532.117.4835.7210.35.911.39 1269.8569.8538.119.8537.712.37.5415.54 1579.3779.3742.8622.2243.6513.58.3319.33 2293.6693.6650.826.995016.6710.7228.39 30107.95107.9560.3330.9557.5519.4512.338.32 理识论重量截面特征参数 W kg/m 重心位置惯性矩截面系数 回转半径 c cm e cm I cm4 Z cm3 I cm 8.943.093.2662.4119.12.33 12.23.43.5998.8227.62.51 15.23.894.05156.138.62.83 22.34.524.8533969.63.45 30.15.215.596061083.89 钢筋混凝土用钢筋 公称直径d mm 公称横截面面积A,mm2公称重理W ，kg/m 850.270.395 1078.540.617 12113.10.888 14153.91.21 16201.11.58 18254.52 20314.22.47 22380.12.98 25490.93.85 28615.84.83 32804.26.31 3610187.99 4012579.87 50196415.42 巷道断面特征 断面墙高喷厚锚杆间排距 拱喷浆系数基础深度净宽荒宽荒周长 1-11.50.120.844.249.6568 2-220.120.83511.85 3-31.80.150.854.811.136 4-41.80.150.85511.45 巷道断面特征及每米材料消耗表 断面净断面 掘进 断面 每米材料消耗量 锚杆 20mm锚杆质量 混凝土 数量长度 拱墙数量 39.31.8 1-112.24 13.3710.7762080.38415.0887522mm锚杆质量 2-29.5119.750.5878080.50418.515625 数量长度 3-318.75 17.6261.2128250.5717.4 102 4-418.7518.751.2128250.5717.890625 工程量及材料消耗汇总表 断面长度 掘进 断面 每米材料消耗量 锚杆 金属网消耗混凝土 拱墙数量 1-1226.7431.5524160.76830.177519.3136 2-217.8351.55 10.46298248.9712329.578125210.93 3-320352.5124.256511.4348222.72 4-417.8333.75 21.58828510.146318.453125203.81 质量 174.44484 质量 59.68 巷道断面特征 巷道断面特征及每米材料消耗表 20mm锚杆质量 22mm锚杆质量 工程量及材料消耗汇总表 花花 纹纹 钢钢 板板 基本厚度 基本厚度 允许偏差 理论重理kg/m2 菱形扁豆圆带豆 2.50.321.621.321.1 30.325.624.424.3 3.50.329.528.428.3 40.433.432.432.3 4.50.437.336.436.2 50.442.340.540.2 5.50.446.244.344.1 60.550.148.448.1 70.65952.652.4 80.666.856.456.2 钢钢板板（（钢钢带带））每每平平方方米米理理论论重重理理表表 厚度（mm理论重量kg厚度（mm理论重量kg厚度（mm理论重量kg 0.21.572.217.2715117.8 0.251.9632.519.6316125.6 0.32.3552.821.9817133.5 0.352.748323.5518141.3 0.43.143.225.1219149.2 0.453.5333.527.4820157 0.53.9253.829.8321164 0.554.3183.930.6224188.4 0.64.71431.425196.3 0.75.4954.232.9726204.1 0.755.8884.535.3328219.8 0.86.284.837.6830235.5 0.97.065539.2532251.2 17.855.543.1834266.9 1.18.635647.136282.6 1.29.426.551.0338298.3 1.310.21754.9540314 1.410.9862.842329.7 1.511.78970.6545353.3 1.612.561078.548376.8 1.713.351186.3550392.5 1.814.131294.252408.2 1.914.9213102.155431.8 215.714109.960471 厚度（mm理论重量kg 65510.3 70549.7 75588.8 80628 85667.3 90706.5 95745.8 100785 105824.3 110863.5 120942 125981.3 1301021 1401099 1501178 1601295 1701335 1801413 1851452 1901492 1951531 2001570 钢钢板板（（钢钢带带））每每平平方方米米理理论论重重理理表表 9矿用工字钢11矿用工字钢 数量长度质量数量长度质量 1117.69121.2375.12 12矿用工字钢 数量长度质量 1131.18 矿用工字钢 型号 高度， h mm 腿度， b mm 腰厚， b mm r mm r1 mm r2 mm 截面面积cm2 9902.0762.080.61241.522.54 111102.0 902.090.61251.533.18 121202.0 952.0110.61551.539.72 理论重量kg/m 17.69 26.05 31.18 矿用工字钢