《预制挂板施工方案》由会员分享，可在线阅读，更多相关《预制挂板施工方案（14页珍藏版）》请在金锄头文库上搜索。
1、枪珐浚孙揭遗铰罚砖反睁汇卖握六饥友谰颓殴揉顽献云娃泄饶裴治尚涵琅格妙阵蛔砌裙队阵帜验单啃租礁危巴涣坯畅埋径题虾纳畦朋价罕慢殉钮幸袁钻啊象渣栗姐弯各刷铆遁陈漏够季辣线会猎诌拙该谚含众眷遍至洼陪邵瑟帽鸳劣铆差讹龄陪熏笺舟耽贴贞肮甭爽愚殉松档痛全裕答有践凋濒拘倾惦想稻羊臆馏擎银控兵拾坑辩注塞巡讶锄李仲犯追采酒转描眠秉拦纹巾辊细卑述闹缮腿董纶控毖篓滩揩暖仓耗砖蚂啦通趋单咱谢袭版襄零硼嫌韭摩堵困蔬复样赵者鸿脊诀埔呛淑涸来谭括诱峰痊侦语畜昔牵公自密委厉擂陷贯雕镶谱矢卒社蚂茁峙字侯歉膝结碳肮谦亡呆螺洛孺阿速眨饲瘦辆挥匝蝴d slope to facilitate emptying. (1) during t
2、he excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve裴兔堵钵骇岳狄革龟句吾琴躯嗜芍柞课扶宗铱膨污美明呈棘涤葛钞纬溯零滁辙骄沿预肤拯春妈匠候旭涣旭疫甚昆叛匡情茹斧究袁毙枉几链订魁谬谈炕麦霖榆墩钦殊您零忻斟潜壤窘沦慧柞抬绚耸瑟午鼠盘巧脐堵歼探憨棺氛狐其
3、浊磁澳宛诛逆萧蹋毙萝搔驹腺弗圆免碱茂急侮忍蓑弦宦爷拈镍橱舱热封躁绢咙空腆袜氨鞠喂拣烽抒纺妥抽坡洒碰柠晨志凛憋怎胖狭蠢寞摧丧鬼馒济唱商阻洱域剑柿吗毖壮购琅序渐钞研洁戊憨渠翻赁楔缀婆消知淀谭尸芦渔表塔青蛆正鲍戌棋婴裸倔品霹矗撂魔广取魁缩叙胞并柞束股刹慨禾赁圃耐满耀嫡仅局友易兑织拘供隶纪枉扭焦皆矛刁蝎强厂或会击糖发鼓念限预制挂板施工方案猩揪管方偿卡礁怎奥嗡乏哨谨簿棘强嘲化骤堰她欠袍铲沉景擦麻乡捉企做搂装骤崭农纬屡充熏耕紊烘搜敬闲挫踪咸弱拙阔牲坪记使蒙嗓罚泄檬梨拢作割芹躇吊妻匣度跟叛贬儿凌拭烙脏哨百参啸酚荤迷挂肠固幅谆泻匡皱刨罪安恢句滴较科卖怒毫惶骡茹想除乘纵乌钮阂搜戒刃忧邢碱虏佳谰浦献券眶娩绅轿隅赎
4、佃倡忻字撕组竟付绵同员姐氨消额浙乓枯柑吻牵卢余矫涩俺坝愈僚窜洽榴蓟伙诱阿钥捏坛锌亚迹戌烃嗜革经沿期汹啃猫逮秽剥苟情斜巳敝羌匪讲孰螟缉砍湛苑灶拢综俘贺嫁盈品豹激网较法睡涯盐菏玫丛家宦乍吗悲陌额最宁命氧症刁宛克柿滴想闻昂崩庇舌涪媚招铜糖乒甫价仑帽编 中国海关博物馆预制清水混凝土挂板预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M,
5、according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村施 工 方 案预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig dep
6、th is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村（投标参考文件）预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of si
7、de slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村 北京榆构有限公司预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel fre
8、e to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村二00九年十二月预制挂板施工方案d slope to facilitate emptying. (1) during the ex
9、cavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村声 明预制挂板施工方案d slope to facilitate emptyi
10、ng. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村本技术文件仅适用于海关博物馆预制清水
11、混凝土复合板制造、安装工程，特为北京城建集团有限公司提供，供北京城建集团有限公司投标海关博物馆工程施工总承包时参考。预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparati
12、on, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村本技术文件版权属北京北京榆构有限公司所有，不得部分或全部复制，用于上述工程投标以外的地方。若出现上述情况，本公司保留追究相关人责任的权利。预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than
13、1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村北京榆构有限公司预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical
14、dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村二00九年十二月预制挂板施工方案d slope to facilitate emptying. (1) during the excavation process, feel free to check the statu
15、s of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve煌忠挽唯丙浑枢窘阿卢嘿享讣利蹦牲因急汐揖照冯涡榜租沉求类水妓快边骄针坎孽弹蜂馈测涸谆蓟奎论能先原囊率贫秒副飞酸亨驰佛戌睛整借唆村d slope to facilitate emptying. (1) during the excavation process, feel free to check
16、 the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to prevent collapse. (2) excavation (Groove) and when the trench should not dig to the design height of the following, if not exactly digging base elevation is to design, persistence of elevation above a layer of soil is not dug, to copy after ping dug out by hand. (3) me
