石龙隧道施工数量表.xls

石石龙龙隧隧道道右右线线施施工工数数量量表表 序 号 里程 围岩 类别 长度 m 开挖 m3 衬砌m3 仰拱 填充 m3 超挖 回填 m3 防水板 及无纺 布m2 锚杆钢筋网φ6.5 拱墙 仰拱根数 每根长 m 总长 m 总重kg 垫板 个 螺母 个 总长 m 总重 kg模筑喷射 1 K54756-737Ⅱaz19 103.88 11.276.065.676.953.7623.85 33.1253.5 115.94 中空注浆 锚杆R25 33.125 33.125226.458.98 2 K54737-727Ⅲaz1099.63 10.134.775.056.953.6923.5520.5361.5 183.5220.520.5 173.2845.14 3 K54727-220Ⅲz50794.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 4 K54220-180Ⅲ紧40 137.36 15.455.498.72 10.354.3927.1524.53.585.75 255.8824.524.5 256.6666.86 5 K54180-744Ⅲz43694.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 6 K53744-620Ⅳz12482.397.822.333.6723.113.752.534.38 102.5813.7513.75 7 K53620-580Ⅳ紧40114 12.864.054.3926.7416.25348.75 145.4716.2516.25 242.8263.25 8 K53580-476Ⅳz10482.397.822.333.6723.113.752.534.38 102.5813.7513.75 9 K53476-120Ⅲz35694.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 10 K53120-080Ⅲ紧40 137.36 15.455.498.72 10.354.3927.1524.53.585.75255.88 24.524.5 256.6666.86 11 K53080-800Ⅲz28094.897.873.523.856.953.623.2619.5358.5174.56 19.519.5 163.8442.68 12 合计1956 187135 16276 6798.87803 120047156 45924.637370 5803.5 1118383161283737036741 29498376843 计算李晓燕复核时间2004.6.23 石石龙龙隧隧道道右右线线洞洞身身施施工工参参数数 序 号 里程围岩类别长度m 衬砌锚杆钢筋网φ6.5 拱墙厚度（cm）仰拱厚度（ cm） 锚杆类型根数 每根长 m 网格尺寸（cm ）模筑喷射 1K54756-737Ⅱaz19502550 中空注浆锚 杆R25 273.520*20 2K54737-727Ⅲaz10452045φ22锚杆21325*25 3K54727-220Ⅲz507351535φ22锚杆19.5325*25 4K54220-180Ⅲ紧40602060φ22锚杆24.53.520*20 5K54180-744Ⅲz436351535φ22锚杆19.5325*25 6K53744-620Ⅳz1243510φ22锚杆172.5 7K53620-580Ⅳ紧405015φ22锚杆18.5320*20 8K53580-476Ⅳz1043510φ22锚杆13.752.5 9K53476-120Ⅲz356351535φ22锚杆19.5325*25 10 K53120-080Ⅲ紧40602060φ22锚杆24.53.520*20 11 K53080-800Ⅲz280351535φ22锚杆19.5325*25 计算李晓燕复核时间2004.6.23