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主井 宽度B2.8墙高1.867 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′1.93760.73083.72122.069760.93337.302.8003 1/45308′6326′2.53120.48443.41881.552320.70006.782.5670 2/57719′5121′1.66040.96883.9762.46961.12007.702.9870 暗副井 宽度B3墙高1.5 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′2.0760.7833.9872.3761.00006.882.5000 1/45308′6326′2.7120.5193.6631.7820.75006.282.2500 2/57719′5121′1.7791.0384.262.8351.20007.342.7000 风井 宽度B2.6墙高1.28 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′1.79920.67863.45541.784640.86675.112.1467 1/45308′6326′2.35040.44983.17461.338480.65004.671.9300 2/57719′5121′1.54180.89963.6922.12941.04005.462.3200 大巷 宽度B5.615墙高1.6 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′3.885581.4655157.4623358.32345141.871717.313.4717 1/45308′6326′5.075960.9713956.8559156.24258861.403815.233.0038 2/57719′5121′3.3296951.942797.97339.93139092.246018.923.8460 石门 宽度B3.6墙高2 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′2.49120.93964.78443.421441.200010.623.2000 1/45308′6326′3.25440.62284.39562.566080.90009.772.9000 2/57719′5121′2.13481.24565.1124.08241.440011.283.4400 暗主井 宽度B2.6墙高1.5 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′1.79920.67863.45541.784640.86675.682.3667 1/45308′6326′2.35040.44983.17461.338480.65005.242.1500 2/57719′5121′1.54180.89963.6922.12941.04006.032.5400 井底车场 宽度B3.6墙高1.28 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′2.49120.93964.78443.421441.20008.032.4800 1/45308′6326′3.25440.62284.39562.566080.90007.172.1800 2/57719′5121′2.13481.24565.1124.08241.44008.692.7200 井底车场摘钩段 宽度B4.2墙高1.5 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长面积拱高总面积总高 1/36723′5619′2.90641.09625.58184.656961.400010.962.9000 1/45308′6326′3.79680.72665.12823.492721.05009.792.5500 2/57719′5121′2.49061.45325.9645.55661.680011.863.1800 净宽度B5.865支护0.15墙高1.65锚杆根数15 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长 度分度分 1/3672356194.058581.530765 7.794585 1/453863265.301961.014645 7.161165 2/5771951213.4779452.029298.3283 说说明明三三心心拱拱只只要要将将红红色色部部分分数数据据输输入入，，就就可可以以计计算算出出相相关关数数据据 净宽度B2.8支护0.15墙高2锚杆根数7 矢垮比大圆圆心角小圆圆心角大圆半径小圆半径弧长 度分度分 1/3672356191.93760.73083.7212 1/453863262.53120.48443.4188 2/5771951211.66040.96883.976 03400235388711332067 13650252695312172017 239002699101813002000 341502872108313831950 444003045114814671950 546503218121415501900 649003391127916331900 751503564134417171850 854003737140918001850 956503910147518831800 1059004083154019671800 1161504256160520501750 1263904422166821301750 1365504533171021831700 巷道断面特征 排距0.8道渣0掘进面积 面积拱高总面积总高净周长净面积巷道基础 9.08113141.955018.763.605016.9473500718.758381420.210.06 6.810848551.466316.493.116316.3284497416.4880985517.700.025 10.835440882.346020.513.996017.4956519520.5126908722.140.025 0.09 巷道断面特征 排距0.8道渣0掘进面积 面积拱高总面积总高净周长净面积巷道基础 2.069760.93337.672.933310.515358947.669768.740.48 1.552320.70007.152.700010.219890767.152328.100.075 2.46961.12008.073.120010.777122848.06969.230.075 0280019387319332000 13087213680610291950 23374233588111251900 33661253395612201850 439482732103013161800 542352931110514121750 645223129118015071750 748093328125516031700 850963526133016991700 953833725140517941650 1056743926148118911650 1158654059153119551650 说说明明三三心心拱拱只只要要将将红红色色部部分分数数据据输输入入，，就就可可以以计计算算出出相相关关数数据据 每 m 材 料 消 耗 量 砼（m3）锚杆 水沟（台阶）合计拱壁基础水沟（台阶） 根数根 0.1620.430.9527760.4950.060.19518.75 0.22 17.942680550.7145820.4950.0250.19518.75 0.22 22.389525871.1368350.4950.0250.19518.75 18.75 18.75 18.75 每 m 材 料 消 耗 量 砼（m3）锚杆 水沟（台阶）合计拱壁基础水沟（台阶） 根数根 0.169.3770.467280.60.480.1358.75 0.28.3780.350460.60.0750.1358.75 0.29.5020.557550.60.0750.1358.75 8.75 8.75 8.75 0.205 8.48816.2578 巷道断面特征 掘进面积 巷道断面特征 掘进面积 备注 规格m重量kg砂浆m3 Φ16/1.8575 Φ16/1.8554.80625 Φ16/1.8554.80625275 Φ16/2.0560.73125275 Φ16/2.0560.731252.282.5 Φ16/2.0560.73125 备注 规格m重量kg砂浆m3 Φ16/1.8525.57625 Φ16/1.6525.57625 Φ16/1.8525.57625 Φ16/2.0528.34125 Φ16/2.0528.34125 Φ16/2.0528.34125 巷道断面特征 巷道断面特征 每 m 材 料 消 耗 量 锚杆 每 m 材 料 消 耗 量 锚杆
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