石龙隧道左线施工.xls

石石龙龙隧隧道道左左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 K54756-721 Ⅱac35 103.8811.276.065.676.953.7623.85 33.1253.5 115.94 中空注 浆锚杆 R25 33.125 33.125226.458.98 2 K54721-240 Ⅲc48194.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 3 K54240-200 Ⅲ紧40 137.3615.455.498.7210.354.3927.1524.53.585.75 255.8824.524.5 256.6666.86 4 K54200-747 Ⅲz45394.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 5 K53747-640 Ⅳz10782.397.822.333.6723.113.752.534.38 102.5813.7513.75 6 K53640-600 Ⅳ紧4011412.864.054.3926.7416.25348.75 145.4716.2516.25 242.8263.25 7 K53600-446 Ⅳz15482.397.822.333.6723.113.752.534.38 102.5813.7513.75 8 K53446-141 Ⅲz30594.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 9 K53141-101 Ⅲ紧40 137.3615.455.498.7210.354.3927.1524.53.585.75 255.8824.524.5 256.6666.86 10 K53101-800 Ⅲz30194.897.873.523.856.953.623.2619.5358.5 174.5619.519.5 163.8442.68 11 合计1956 18681916306 6842.2 6825.111774 7160.345926373885795 111931 3218853738837388 29048375670 计算李晓燕复核时间2004.6.23 石石龙龙隧隧道道左左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 1K54756-721 Ⅱac35502550 中空注浆锚 杆R25 273.520*20 2K54721-240 Ⅲc481351535φ22锚杆21325*25 3K54240-200 Ⅲ紧40602060φ22锚杆19.5320*20 4K54200-747 Ⅲz453351535φ22锚杆24.53.525*25 5K53747-640 Ⅳz1073510φ22锚杆19.53 6K53640-600 Ⅳ紧405015φ22锚杆172.520*20 7K53600-446 Ⅳz1543510φ22锚杆18.53 8K53446-141 Ⅲz305351535φ22锚杆13.752.525*25 9K53141-101 Ⅲ紧40602060φ22锚杆19.5320*20 10 K53101-800 Ⅲz301351535φ22锚杆24.53.525*25 计算李晓燕复核时间2004.6.23