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通桥（2009）8302 客运专线铁路桥上救援疏散设施.pdf

疏设通道分类拉号粒项标高（m）面形式钢号直径(mm）长度(mm）非抗露6度（0.05g)，7度（0.1g)，7度（0.15g)1、II，8度（0.2g）1类场地）（分组第二立柱基础、立柱材料表二KZ4KZ1KZ2KZ2KZ15.019.6914.48.025.187.3411.7e7440215028932150215057501683021502150215021502150289314130积数重量(kg)非8度区钢脑用量(kg)8度区钢篇用量(kg)框凝土总量(m3)2123.6152.95154.5198.88409.4552.95193.4162.82254.23132.69605.9352.9559.3352.95237.69123.61121.55257.82437.91304.1183.383.844.3010.423.423.84疏散通道分类KZ2KZ2桂号桂项标高（m）横面形式12.195.5110.52工钢能号复核a289321502893129505750179304840212975.37128.2161.8039.5552.95242.07125.4280.27128.88121.55574.13570.23395.99140.39759.09470.27762.1352.9552.95193.1762.82.52.9552.95254.23132.6984.9252.9552.95315.05105.86157.0263.67704.11436.21564.91392.2重量(kg）非8度区钢管用量(kg）B度区制篇用量(kg）需激土总量(m3)比例尺11.903.484.4610.77

疏设通道分类拉号粒项标高（m）类面形式钢游号直径(mm）长度(mm）(7度(0.15g)IⅢl类场总，8度（0.2g）II、II类场地）（分组第二组)立柱基础、立柱材料表四KZ4KZ3KZ1KZ37.359.6914.45.525.187.3411.723502893289.289328932893289323509770289365503350141307850颗数重量(kg）非8度区钢篇用量(kg)8度区钢落用量(kg）残疑土总量(m3）N63.6758.1763.67237.93123.6179.1163.6763.6798.88250.0247.53852.30591.8193.4198.16254.23250.08247.5363.67237.69123.61250.06247.531109.77710.25493.2323.384.344.3022.4321.41疏歡通道分类aKZ4KZ1KZ4桂号标高（m）裁面形式，本工程数量表仅供参考使用。混凝土强度等线为C352.8412.1916.98.0210.52NS钢能号复核G445044505150933004501295065503350655095.06184.541377.90832.76578.30219.64232.751821.811113.01772.9363.6763.67193.1798.16254.23132.6984.9263.6763.67315.05165.41105.86250.06514.44916.22636.27重量(kg）非8度区钢管用量(kg）8度区筛用量(kg）弱爱土总量(m3）60.8498.0962.826.3.67比例尺5.5121.0227.363.484.4824.38