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疏散通道通用图(通桥(2009)8302).pdf

客运专线铁路桥上救援疏散设施编制单位：铁道第三勘察设计院集团有限公司铁路工程建设通用参考铁道部经济规划研究院发布图号：通桥（2009）83022009 年09 月　北京

基础、基础、立柱表住预标(0. 1g), 7度 (0. I立柱基础平面图，副面图见通桥（立柱麦DL／T 5161.9-2018 电气装置安装工程质量检验及评定规程 第9部分：蓄电池施工质量验收，桂号立柱表二住顶标费客运专线铁路桥上救援疏散设施顺坡式基础、立柱表例尺通桥(2009)83021

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）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度区锅筋用量(kg)8度区钢篇用量(kg)框薇土总量(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aKZ2KZ2桂号桂顺标高（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)8度区筛用量(kg）度土总量(m3)比例尺11.903.484.4610.77

疏最通道分类KZ4桂号粒顶标高（m）类面形式钢落号直径（(mm）长度（mm）5.189.8514.532.847.8512.8618.1Z2101224502950169606150152906150n8重量(kg）非8度区钢篇用量(kg）8度区钢篇用量(kg）摄疑土总量(m3）52.95153.89184.54185.281598.219.64127.05184.541441.05872.79219.6467.128.2198.091185.08822.97生。29.626.9321.6728.54疏歡通通分类桂号样标高(m）裁面形式，本工程数量表仅供参考使用。混凝土强度等规为C3510.0215.03铜筛号直径（mm）K度（mm）14445088508850615044045088502916252.9552.95181.0089.4798.0998.09157.47184.541645.571000.91219.642113.981297.18900.82重量(kg）非8度区钢能用量(kg）8度区制管用量(kg）需度土总量(m3）比例尺23.8030.40