巷道断面参数计算表.xls

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V'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)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单位mmmmmmmmmmmmmmmmmmmmm平方米平方米平方米立方米立方米立方米立方米立方米根Kg根立方米个KgKg个平方米mmmm平方米mm平方米mm11断面参数1001501507548005100525049501200130014.7414.7516.7717.5716.7717.570.051.590.0516.3244.2215.380.0416.3231.6632.1416.3210.8480022000.0010.848.2410.17110022断面参数1001501507550005300545051501200135015.2515.7518.1118.9418.1118.940.051.650.0516.9645.9715.870.0416.9632.9133.4216.9611.2680022000.0011.268.5610.49115033断面参数100150150.007564406740689065901400160019.3525.1928.5029.5428.5029.540.052.070.0521.2857.6619.400.0621.2841.2841.9221.2814.0280023000.0014.0210.8213.15140044断面参数100150150.007564406740689065901400160019.3525.1928.5029.5428.5029.540.052.070.0521.2857.6619.400.0621.2841.2841.9221.2814.0280023000.0014.0210.8213.15140055断面参数100100120.007550005240539051503700380020.2528.2530.6231.8130.6231.810.021.590.0224.4766.3215.720.0624.4747.4848.2124.4716.0680023000.0016.068.4615.493600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)锚杆规格每米巷道材料消耗净周长(m)净设计掘进基础锚杆型式排列方式间排距(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)11-1锚网喷15014.716.80.05树脂锚杆三花8002200221.5916.3216.3210.814.724-4锚网喷15015.818.10.05树脂锚杆三花8002200221.6516.9616.9611.315.3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）材料消耗量铺轨长度(m)水沟长度(m)备注备注净掘进基础净掘进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)11半煤岩锚网喷14.716.80.05100.211477.71680.94.51159.44163516351086.5112.24100.21100.2122半煤岩锚网喷15.818.10.05100.211578.31814.84.51165.66170017001128.0129.0724.0326.5633Ⅳ锚喷25.228.50.0310.25258.3292.10.31#REF!#REF!#REF!#REF!17.6310.2510.2544Ⅳ锚喷25.228.50.031.8045.451.30.05#REF!#REF!#REF!#REF!1.19