巷道断面参数计算表_精品文档.xls

巷道断面参数计算表_精品文档.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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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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0.500.50195.92.00井筒部分127.32.500.04.90244.92.500.02.18#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