
铁路站场路基施工组织设计.pdf
33页兰州交通大学博文学院1目目 录录一、编制依据·················································································4二、工程概况·················································································4三、路基施工准备·········································································· 4四、路基工程施工方案···································································· 54.1 路基施工工程特点····································································· 54.2 路基工程················································································· 64.2.1 工艺试验·············································································· 64.2.2 地基处理·············································································· 64.2.3 一般地基处理········································································ 64.2.4 挖除换填处理········································································ 74.2.5 垫层铺筑·············································································· 74.2.6 冲击碾压·············································································· 84.2.7 强夯施工·············································································· 94.2.8 基床以下路堤填筑·································································124.2.8.1 填料选择及填料质量控制·····················································124.2.8.2 基床以下路堤填筑施工方法··················································134.2.8.3 基床以下路堤工程质量检测与控制·········································14五、保证工期的技术措施································································15六、现场管理机构与人员配备标准化措施···········································156.1 现场管理机构··········································································156.2 标准化项目经理部····································································16兰州交通大学博文学院26.3 标准化作业队··········································································166.4“架子队”管理组织实施方案····················································· 176.4.1 架子队管理组织机构······························································176.4.2 架子队组建··········································································176.4.3 架子队的运作及使用管理························································186.4.4 劳务工日常管理····································································186.5 劳动力组成及劳动力配置计划·····················································196.5.1 架子队劳力组成说明······························································196.5.2 劳动力配置计划····································································19七、培训与考核············································································217.1 组织开展培训··········································································217.2 组织开展人员考核····································································217.3 特殊时期劳动力保证措施···························································22八、 安全生产管理体系及保证措施·················································· 238.1 安全管理组织机构···································································238.2 安全保证体系·········································································248.3 安全保证措施··········································································25九、质量创优规划·········································································259.1 创优目标················································································259.2 创优保证体系··········································································259.3 创优保证措施··········································································26十、环境保护保证措施···································································27兰州交通大学博文学院310.1 减少生态破坏及水土流失措施··················································· 2710.2.施工期间大气污染防治措施····················································· 2810.3 施工期间噪声污染防治措施······················································ 2810.4 施工营地生活污水处理措施······················································ 2810.5 施工垃圾和生活垃圾处理措施··················································· 2810.6 水土保持保证措施·································································· 28十一、文明施工、文物保护保证体系及保证措施··································2911.1 文明施工保证体系·································································· 2911.2 文明施工保证措施·································································· 3011.3 文物保护措施········································································ 3111.4 创建平安工地······································································· 31兰州交通大学博文学院4一、编制依据1、 《客货共线铁路路基工程施工技术指南》TZ 202-2008; 2、 《铁路工程地基处理技术规程》TB 10106-2010; 4、夜郎镇中间站施工设计图 5、 《铁路路基填筑填筑工程连续压实控制技术规程》TB 10108-2011; 6、 《客货共线铁路工程竣工验收动态检测指导意见》铁建设【2008】133 号; 7、 《铁路路基土工合成材料应用设计规范》TB 10118-2006; 8、 《铁路工程基本作业施工安全技术规程》 (TB10301-2009) ; 9、 《铁路路基工程施工安全技术规程》 (TB10302-2009) ; 10、 《铁路路基工程施工质量验收标准》 (TB10414-2003) ; 11、 《铁路站场工程施工质量验收标准》 (TB10423-2003) ; 12、施工调查及现场踏勘 13、招标文件及实施性施工组织设计二、工程概况夜郎镇站站场路基里程:DK138+427.55~DK139+276.00,路基全长 848.45 米。
站场内主要工程数量:挖方 124.17 万方,填方 53.79 万方;借方 47.8 万方(从我标段天 坪隧道取料) ;侧向约束桩 19 根,锚固桩 87 根,路基内包含 1 个通道,3 个框架涵,1 个 框架桥及夜郎车站本段路基工程工点类型主要有:级配碎石、路堑坡面防护及地基处理。
