巷道断面参数计算表.xls

巷道断面参数计算表.xls

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矩形锚喷距形巷道锚喷断面支护计算名称喷射厚度T1锚杆外露长度T2锚喷厚度T计算掘进断面允许加宽值DELTA巷道净宽度B巷道设计掘进宽度B1巷道计算掘进宽度B2巷道净高H巷道沉实前净高H单位mmmmmmmmmmmmmmmmmm1-115010015075500052005350350036002-21501001507540004200435035003600输送机顺槽1001007543504550470027502850断面名称支护方式喷射厚度（mm）断面（m2）每米材料消耗净设计掘进基础锚杆型式1-1锚喷15017.519.20.02树脂锚杆2-2锚喷15014.015.50.02树脂锚杆序号区段编号围岩类别支护方式断面（m2）长度（m）体积（m3）净掘进基础净11-2锚喷1.05.60.02148.08148.121-3锚喷8.39.40.0227.00224.131-4锚喷8.39.40.0227.25226.24工具室锚喷11.012.30.025.0055.05保健室锚喷11.012.30.025.0055.0第1页矩形锚喷合计212.33708.4第2页矩形锚喷巷道设计掘进高H1巷道计算掘进高H2巷道净周长P净断面S设计掘进断面S1计算掘进断面S2每米巷道计算粉刷面积Sn每米巷道设计掘进体积V1每米巷道计算掘进体积V2每米巷道喷射材料消耗Vmmmmmm2m2m2m2m3m3m33700377517.0017.519.220.212.3019.2420.201.893700377515.0014.015.516.411.3015.5416.421.742950302514.2012.013.414.210.7513.4214.220.00净周长（m）排列方式间排距（mm）锚深（mm）直径（mm）喷射材料（m3）锚杆数量（套）药包数量（个）金属网（m2）三花8002000201.8920.0020.0012.0017.0三花8002000201.7417.5017.5011.0015.0材料消耗量备注掘进基础锚喷铺底混凝土（m3）喷射材料（m3）锚杆数量（套）药包数量（个）金属网（m2）829.22.960.000044.42253.80.54#8.10256.20.5551.505455458.1861.50.100.00002.0061.50.100.00002.00每米材料消耗体积（m3）第3页矩形锚喷1462.24.250.000064.70第4页矩形锚喷锚杆间排距M,M每米巷道锚杆消耗N每米巷道锚杆重量W每米巷道附件重量W每米巷道药包个数N每米巷道托板消耗N1每米基础（m2）金属网（m2）mm根KgKg个个80020.0054.2039.4020.0020.000.0212.0080017.5047.4334.4817.5017.500.0211.0080016.2544.0432.0116.2516.25第5页半圆砌暄砌碹巷道工程量及主要材料消耗量计算（半圆拱）项目巷道拱顶砌碹厚度d0巷道墙砌碹厚度T巷道掘进超挖误差值delta巷道净宽度B巷道设计掘进宽度B1巷道计算掘进宽度B2从道渣面起巷道墙高h2道渣高度hb从底板起巷道墙高h3单位mmmmmmmmmmmmmmmmmm1-125025075320037003850280010029002-260060075700082008350200010021003-345045075700079008050200010021004-425025075300035003650150022017205-540040075600068006950210022023206-645045075750084008550210022023207-745045075750084008550210022023208-825025075300035003650210010022009-92502507530003500365040001004100砼巷道断面特征及每米巷道材料消耗量表断面名称支护方式断面（m2）砌碹厚度（mm）混凝土消耗量（m3）净掘进基础拱壁1-1砼13.016.10.132501.41.52-2砼33.143.40.56007.22.53-3砼33.140.90.34505.31.94-4砼8.010.80.12501.30.95-5砼26.633.80.24000.3#REF!

工程量及材料消耗表序号区段编号岩石硬度系数（f）支护方式断面（m2）长度（m）体积（m3）净掘进基础净11-246砼79.798.00.300.5039.8第6页半圆砌暄22-346砼79.798.00.304.00318.633-446钢筋砼79.798.00.303.50278.845-646钢筋砼79.798.00.303.50278.856-746砼79.798.00.302.00159.367-846砼79.798.00.300.5039.879-1046钢筋砼79.798.00.302.00159.3810-1146钢筋砼79.798.00.302.50199.2911-1246钢筋砼79.798.00.304.900.01012-1346钢筋砼79.798.00.302.50199.211基础坑46砼2.180.012硐室46砼#REF!

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6.00#REF!

合计4634.08#REF!

第7页半圆砌暄第8页半圆砌暄第9页半圆砌暄第10页半圆砌暄第11页半圆砌暄第12页半圆砌暄净断面积S设计掘进断面积（d0=T）S1设计掘进断面积（d0不等于T）S1计算掘进断面积（d0=T）S2计算掘进断面积（d0不等于T）S2净周长P砌拱所需材料消耗（d0=T）V1砌拱所需材料消耗（d0不等于T）V1砌墙所需材料V2砌基础所需材料（e=0）V3m2m2m2m2m2mm3m3m3m312.953616.069116.069116.945816.945813.8241.354131.362751.450.12533.1143.443643.443644.726844.726821.997.15927.20482.520.4533.1140.929940.929942.17842.17821.995.263435.296951.890.33758.0110.797510.797511.473811.473810.711.275631.283750.860.12526.6433.809633.809634.96234.96219.624.01924.04481.8560.237.687547.006447.006448.34648.34623.4755.616685.652452.0880.22537.687547.006447.006448.34648.34623.4755.616685.652452.0880.2259.8112.477512.477513.225813.225811.911.275631.283751.10.12515.5119.127519.127520.160820.160815.711.275631.283752.050.125净周长（m）基础铺底0.130.3213.820.450.7021.990.340.7021.990.130.3010.71#REF!

0.6019.62混凝土消耗量（m3）水沟长度（m）粉刷面积（m2）掘进基础拱壁基础铺底备注49.00.500.680.730.060.160.500.68巷道断面特征及每米巷道材料消耗量表混凝土消耗量（m3）体积（m3）第13页半圆砌暄391.94.0028.6410.081.802.804.0028.64342.93.501.182.453.500.00342.93.500.441.053.500.00195.92.00#REF!

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2.002.0049.00.500.00#REF!

0.500.50195.92.00井筒部分127.32.500.04.90244.92.500.02.18#REF!

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34.08#REF!

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第14页半圆砌暄第15页半圆砌暄第16页半圆砌暄第17页半圆砌暄第18页半圆砌暄第19页半圆砌暄砌基础所需材料（e=50）V3充填所需材料V4充填基础材料（e=50）V4充填基础材料（e=0）V4基础计算掘进体积（e=50）V0基础计算掘进体积（e=0）V0基础设计掘进体积（e=50）V0基础设计掘进体积（e=0）V0巷道粉刷面积Sn有水沟侧基础深m1（data）m3m3m3m3m3m3m3m3m2mm0.1250.998961106250.1350.235630.260.1250.12510.6242500.451.480091818750.2250.631880.6750.450.4514.995000.33751.422261593750.20250.496880.540.33750.337514.995000.1250.798411106250.1350.235630.260.1250.1257.712500.21.299491331250.15750.333130.35750.20.213.622500.2251.495391406250.1650.365630.390.2250.22515.9752500.2251.495391406250.1650.365630.390.2250.22515.9752500.1250.870411106250.1350.235630.260.1250.1258.912500.1251.155411106250.1350.235630.260.1250.12512.71250第20页半圆砌暄第21页半圆砌暄第22页半圆砌暄第23页半圆砌暄第24页半圆砌暄第25页半圆砌暄第26页半圆砌暄无水沟侧基础深m2（data）e值（取e=50或e=0（data）巷道设计掘进体积（e=50）V1巷道设计掘进体积（e=0）V1巷道计算掘进体积（e=50）V2巷道计算掘进体积（e=0）V2mmmmm3m3m3m3250016.194116.194117.181417.2058250043.893643.893645.358745.4018250041.267441.267442.674942.718250010.922510.922511.709411.7338250034.009634.009635.295135.3195250047.231447.231448.711648.736250047.231447.231448.711648.736250012.602512.602513.461413.4858250019.252519.252520.396420.4208第27页半圆砌暄第28页半圆砌暄第29页半圆砌暄第30页半圆砌暄第31页半圆砌暄第32页半圆砌暄第33页半圆砌暄第34页半圆砌暄第35页半圆砌暄第36页半圆砌暄第37页半圆砌暄第38页半圆砌暄第39页半圆砌暄第40页半圆砌暄第41页半圆砌暄第42页半圆砌暄第43页半圆砌暄第44页半圆砌暄第45页半圆砌暄第46页半圆砌暄第47页半圆砌暄第48页半圆砌暄第49页半圆砌暄第50页半圆砌暄第51页半圆砌暄第52页半圆砌暄第53页半圆砌暄第54页半圆砌暄第55页半圆砌暄第56页半圆砌暄第57页半圆砌暄第58页半圆砌暄第59页半圆砌暄第60页半圆砌暄第61页半圆砌暄第62页半圆砌暄第63页半圆砌暄第64页半圆砌暄第65页半圆砌暄第66页半圆砌暄第67页半圆砌暄第68页半圆砌暄第69页半圆砌暄第70页半圆砌暄第71页半圆砌暄第72页半圆砌暄第73页半圆砌暄第74页半圆砌暄第75页半圆砌暄第76页半圆砌暄第77页半圆砌暄第78页半圆砌暄第79页半圆砌暄第80页半圆砌暄第81页半圆砌暄第82页半圆砌暄第83页半圆砌暄第84页半圆砌暄第85页半圆砌暄第86页半圆砌暄第87页半圆砌暄第88页半圆砌暄第89页半圆砌暄第90页半圆砌暄第91页半圆砌暄第92页半圆砌暄第93页半圆砌暄第94页半圆砌暄第95页半圆砌暄第96页半圆拱形锚喷支护断面工程量及主要材料消耗量计算表井底车场断面编号名称及符号锚杆外露长度T2喷射厚度T1锚喷厚度T（data）计算掘进断面允许加宽值dalta巷道净宽度B（data）巷道设计掘进宽度B1巷道计算掘进宽度B2巷道计算净宽度B3单位mmmmmmmmmmmmmmmm11断面参数10015015075480051005250495022断面参数10015015075500053005450515033断面参数100150#75644067406890659044断面参数100150#75644067406890659055断面参数100100#755000524053905150锚喷巷道断面特征及每米巷道材料消耗量表序号名称支护方式喷射厚度（mm）断面（m2）锚杆规格净设计掘进基础锚杆型式排列方式11-1锚网喷15014.716.80.05树脂锚杆三花24-4锚网喷15015.818.10.05树脂锚杆三花工程量及材料消耗表序号工程名称围岩类别支护方式断面（m2）长度（m）体积（m3）净掘进基础净掘进11半煤岩锚网喷14.716.80.05100.211477.71680.922半煤岩锚网喷15.818.10.05100.211578.31814.833锚喷25.228.50.0310.25258.3292.144锚喷25.228.50.031.8045.451.3合计212.473359.63839.2道渣面起巷道的壁高h2底板起巷道的墙高h3（data）巷道净周长P净断面S设计掘进断面S1计算掘进断面S2每米巷道设计掘进体积V1每米巷道计算掘进体积V2每米巷道墙脚掘进体积V3每米巷道喷射材料消耗Vmmmmm平方米平方米平方米立方米立方米立方米立方米1200130014.7414.7516.7717.5716.7717.570.051.591200135015.2515.7518.1118.9418.1118.940.051.651400160019.3525.1928.5029.5428.5029.540.052.071400160019.3525.1928.5029.5428.5029.540.052.073700380020.2528.2530.6231.8130.6231.810.021.59每米巷道材料消耗净周长（m）间排距（mm）锚深（mm）直径（mm）喷射材料（m3）锚杆数量（套）药包数量（个）金属网（m2）8002200221.5916.3216.3210.814.78002200221.6516.9616.9611.315.3材料消耗量铺轨长度（m）水沟长度（m）备注备注基础锚喷材料混凝土喷射材料（m3）锚杆数量（套）药包数量（个）金属网（m2）铺底及基础砌筑（m3）4.51159.44163516351086.5112.24100.21100.214.51165.66170017001128.0129.0724.0326.56锚杆规格0.31#REF!

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17.6310.2510.250.05#REF!

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1.199.38#REF!

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260.12134.49137.02每米巷道墙脚喷射材料消耗V0每米巷道锚杆消耗N每米巷道锚杆消耗W仅拱部打锚杆每米巷道锚杆消耗N每米巷道锚杆注孔砂浆消耗V4每米巷道托板消耗N1每米巷道托板消耗N1每米巷道附件重量每米巷道药包数量每米巷道金属网消耗N2锚杆的间距及排距M（data）锚杆锚深l（data）立方米根Kg根立方米个KgKg个平方米mmmm0.0516.3244.2215.380.0416.3231.6632.1416.3210.8480022000.0516.9645.9715.870.0416.9632.9133.4216.9611.2680022000.0521.2857.6619.400.0621.2841.2841.9221.2814.0280023000.0521.2857.6619.400.0621.2841.2841.9221.2814.0280023000.0224.4766.3215.720.0624.4747.4848.2124.4716.068002300钻孔面积Sa计算锚杆数量周长Pt仅拱部打锚杆计算锚杆数量周长P1每米锚喷巷道粉刷面积Sn道渣面起巷道的壁高h2钻孔半径r（data）平方米mm平方米mmmm0.0010.848.2410.171100190.0011.268.5610.491150190.0014.0210.8213.151400190.0014.0210.8213.151400190.0016.068.4615.49360019