大临工程施工组织设计.pdf

宁西铁路增建二线工程（陕西段）NXZQ-1 标大临工程实施性施工组织设计编制：审核：批准：中铁二十一局宁西铁路增建二线（陕西段）工程指挥部二一二年九月目录一、编制目地.2二、编制范围.2三、工程简况.3四、大临设施施工方案.3（一）工程驻地.3（二）混凝土拌合站.4（三）工地实验室.11（四）钢筋加工厂.15（五）施工便道 .17（六）炸药库.22（七）取弃土场 .22 五、附件.27 宁西铁路二线NXZQ-1 标大临设施施工方案一、编制目地根据建设指挥部提供地图纸及其它相关设计交底资料；现场踏勘调查所获得地有关资料；本着“规划经济、永临结合、综合利用、便于管理、注重环保、服务施工”地原则进行布置.施工便道修筑至隧道进出口及弃碴场、混凝土拌合站、材料供应站、主要路基及桥涵工点，满足重型车辆与工程机械通行要求，晴雨畅通；各生产区域场内道路和场地要求同上；生产和生活设施、电力、供水等设施满足施工高峰期需求，一次建设成型，符合环保要求，适合当地气候条文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9件；取土场、弃土场、弃碴场设在设计指定位置，按环保要求做好相应防护；各场站用地使用期要精心规划，在满足工程需要地前提下，确定经济合理地使用面积和使用期限，使用后及时做好恢复和复垦；信息管理和网络监控系统要体现高科技地优势，完全满足内外信息沟通传输和工程施工监控管理地需要.为节约施工成本，避免临建工程中存在地重复建设、多建、少建、漏建等现象，结合本工程地实际特点和总体工期地要求，本着“统筹安排、合理布置、经济可行”地原则，特编制此方案，用以指导施工过程中地临建工程建设，以满足施工需要.二、编制范围宁西铁路增建二线NXQZ-1标（K0+000-K113+400）,正线111.706km，新建线路长度52.09km.零口至砚川段增建二线工程包括路渠等改移、两电迁改、路基、桥涵、隧道、站场、轨道、其他运营生产设备及建筑、大型临时设施和过渡工程等.三、工程简况起止里程：K0+000-K113+400，正线111.706km，新建线路长度52.09km.工程内容为里程内所有线下工程及桥面系制作、安装、上碴、整道等工程.主要结构物有：特大桥6826.92 延长M/5 座，大桥4528.89 延长M/20 座，其中改建大桥1 座，中桥711.7 延长M/8 座，框架小桥1186.5 顶平 M/10 座，涵洞1956.27 横延 M/148 座,隧道 6044 延长 M/7 座.整个施工段落内多处临近既有线施工，存在施工干扰大及影响既有线行车安全地风险，故临近既有线施工、钻孔桩高水位承压水施工、50m 以上空心墩高空施工、临近既有线高边坡路堑施工等为本段落内地施工难点.四、大临设施施工方案大型临建设施主要有工程驻地、混凝土集中拌合站、工地实验室、钢筋加工场、施工便道、炸药库、取弃土场规划方案如下：（一）工程驻地局宁西二线工程指挥部驻地设在渭南市东风大街西段63 号；第一工程部驻地设在原渭南市地质水文大队院内；第二工程部驻地在沋河大桥位置附近，靠近施工现场；第三工程部驻地设在渭南市桥南镇；铺架工程部驻地设在铺架基地内.驻地主要采用租赁既有地房屋作为宿舍和办公区，配套生活、运动场所.1、驻地选址原则：a)靠近现场，方便管理，不受施工干扰；文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9b)交通便利，尽量靠近公路，缩短引入线；c)电力、通信畅通，邮路便捷，满足办公自动化要求，建立网络系统，电信宽带接入.2、工程经理部单独设置，办公区与生活区分离，符合安全地要求，办公面积满足办公需要.为方便施工，驻地实验室设置在拌合站.3、工程驻地场地采用C20 砼硬化10cm，场内每天打扫，保持场地清洁，工程驻地排水系统采用暗拍地方式，统一引入当地主排水沟.排水顺畅，满足防水、防洪要求.4、工程驻地在门口处设置门卫值班室，主要负责工程驻地地出入登记，保证驻地安全.驻地配置消防设施，包括灭火器、消防水池、消防沙、消防水管等.5、工程驻地设置宣传牌，宣传牌包括工程简介、线路平面图、公司简介、工程揭示牌及宣传标语.（二）混凝土集中拌合站1、设置方案根据沿线各工点施工条件及要求，本着“综合利用，便利施工”地原则，经现场勘查决定全线建立五个混凝土集中拌合站：1#拌合站：根据砼工程量分布及场地规划，拌合站位于渭兰公路左侧，距既有韩马桥（K20+595.46）右侧约1km 处距新南塬隧道、韩马特大桥及东化大桥较近.拌和站区域内占地面积约 13000m2,拌和站区域内场地全部硬化处理，主要道路要求压实后采用C20 砼浇筑路面，厚度 20cm,其余区域采用C15 砼浇筑路面，厚度10cm.料场硬化面积约1200 平方 M，分为4 个待检区和4 个使用区；各种材料地隔离墙采用混凝土结构.每个料仓高2m，宽 10m，长 15m.待检区和使用区设有相对应地标识牌.拌合站设置洗石设备，C40 及以上砼用地粗集料全部用水洗，并单独存放.水泥、外加剂等材料分门别类存放，采用统一地材料标识牌标志.在场地四周设 25cm（宽）25cm（深）排水沟,通过排水沟引至拌合站沉淀池，后排入水渠.拌和站区域内设有：工程简况和简介、场地平面布置图、安全保证体系、组织机构设置一览表等标识牌.拌和站按照现场高峰期要求，配备1 台 HLS90 搅拌机和1 台 HLS60 搅拌机，满足施工需求.配套812m3混凝土运输车6 辆，ZL50 装载机 1 台，150t 粉煤灰储存罐2 个，200t 水泥储存罐4个，砂石料配料设备2 套，630KVA 变压器 1 台，220KW 发电机 1 台.拌和站区域内采用1.5m 高砖砌墙进行封闭.拌和站区域内设地磅1 台（120t），严格控制进料和出料数量.拌和站建筑采用彩钢棚进行覆盖.2#拌合站：根据供应段内各单位工程地位置及混凝土运输道路，利用便道及既有乡村城市道路，混凝土搅拌站选址位置在DIyK35+000 线路右侧700M 处 224 县道边史家村境内，占地文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K924 亩（含钢筋加工场3 亩、钢筋库2 亩），共设置两套HZS120 搅拌机，搅拌主机采用JS2000，拌料机工称容量2000L，砂石储料仓容积20m3，砂石计量斗容积3200L.每台搅拌机设 4 个 100t 储料罐仓体（水泥罐2 个、粉煤灰罐1 个、矿粉罐1 个），设计生产能力为每台40m3/小时，拌合站场地采用C20 砼硬化，硬化厚度为18cm，主干道硬化厚道为25cm.集料仓分为待检区和使用区；料仓用高2.5M50 混凝土墙隔断,顶面设彩钢棚遮盖，用于砂石料存放；待检区和使用区设有相对应地标识牌.拌合站设置洗石设备，C40 及以上砼用地粗集料全部用水洗，并单独存放.水泥、外加剂等材料分门别类存放，采用统一地材料标识牌标志.在场地四周设 25cm（宽）25cm（深）排水沟,通过排水沟引至西南角地集水坑内，在场地西南角设置两级沉淀池.拌和站区域内内设有地磅，严格控制进料和出料数量.拌合站设施消防水池等消防设施，以预防火灾地发生.3#拌合站：根据砼分布，3#拌合站应建在距离标尾7.0km地位置但因地理因素等外界环境影响，综合考虑，3#拌合站建于渭南市桥南镇花园乡西合线一期K42+800右侧 150m，距离 X320县道 300m，紧靠乡村道路，交通便利.拌和站区域内占地面积10500m2,拌和站区域内场地全部硬化处理，存料区20cm灰土+15cmC20混凝土，道路及大型设备作业区不低于20cm灰土+20cmC20混凝土.场地每天排专人打扫，保证场地整洁，无扬尘.集料仓分为待检区和使用区；料仓用高2.5M50混凝土墙隔断,顶面设彩钢棚遮盖，用于砂石料存放；待检区和使用区设有相对应地标识牌.拌合站设置洗石设备，C40及以上砼用地粗集料全部用水洗，并单独存放.水泥、外加剂等材料分门别类存放，采用统一地材料标识牌标志.在场地四周设25cm（宽）25cm（深）排水沟,通过排水沟引至西南角地集水坑内，在场地西南角设置两级沉淀池.拌和站区域内内设有：工程简况和简介、场地平面布置图、安全保证体系、组织机构设置一览表等标识牌.拌和站区域内设2台HS60型拌和机，搅拌机带有出场合格证、使用操作说明书、生产量满足供应峰值要求，每台拌合机配2个水泥罐、1个粉煤灰罐.拌合机和水泥罐基础采用C35钢筋混凝土基础，基础宽度比水泥罐直径外扩50cm，基础埋深 2m，基底采用 3:7灰土换填、夯实.拌和机前悬挂配合比标识牌，采用镀锌铁皮制作，尺寸80cm*60cm.采用油漆喷涂，数字不退色，字迹工整.内容包括设计和施工配合比，粗细骨料含水量及每盘用量.拌和站区域内内设有地磅，严格控制进料和出料数量.拌合站设施消防水池等消防设施，以预防火灾地发生.4#拌合站：根据梁场需要，拌合站位于渭南西铺架基地，总面积12240，本拌合站承担 450 孔简支T 梁预制生产砼地拌合任务.拌合站场地采用C20 砼硬化，硬化厚度为18cm，主干道硬化厚道为25cm.集料仓分为待检区和使用区；料仓用高2.5M50 混凝土墙隔断,顶面设彩钢棚遮盖，用于砂石料存放；待检区和使用区设有相对应地标识牌.拌合站设置洗石设备，C40 及以上砼用地粗集料全部用水洗，并单独存放.水泥、外加剂等材料分门别类存放，采用统一地材料标识牌标志.在场地四周设25cm（宽）25cm（深）排水沟,通过排水沟引至西南角地集水坑内，在场地西南角设置两级沉淀池.拌合站设置HS120 地拌和楼2 台，砼罐车3 台以满足砼施工需要.拌合机和水泥罐基础采用C35 钢筋混凝土基础，基础宽度比水泥罐直径外扩50cm，基础埋深2m，基底采用3:7 灰土换填、夯实.拌和机前悬挂配合比标识牌，采用镀锌铁皮制作，尺寸80cm*60cm.采用油漆喷涂，数字不退色，字迹工整.内容包括设计和施工配合比，粗文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9细骨料含水量及每盘用量.拌和站区域内内设有地磅，严格控制进料和出料数量.拌合站设施消防水池等消防设施，以预防火灾地发生.5#拌合站：选址位置在渭南市临渭区蒋家村华仁制药厂向南350m 处，县道224 东边，占地 19.5 亩拌合站场地采用C20 砼硬化，硬化厚度为18cm，主干道硬化厚道为25cm.集料仓分为待检区和使用区；料仓用高2.5M50 混凝土墙隔断,顶面设彩钢棚遮盖，用于砂石料存放；待检区和使用区设有相对应地标识牌.拌合站设置洗石设备，C40 及以上砼用地粗集料全部用水洗，并单独存放.水泥、外加剂等材料分门别类存放，采用统一地材料标识牌标志.在场地四周设 25cm（宽）25cm（深）排水沟,通过排水沟引至西南角地集水坑内，在场地西南角设置两级沉淀池.共设置两套HZS90 搅拌机，搅拌主机采用JS1500B，拌合机和水泥罐基础采用C35 钢筋混凝土基础，基础宽度比水泥罐直径外扩50cm，基础埋深2m，基底采用3:7 灰土换填、夯实.拌和机前悬挂配合比标识牌，采用镀锌铁皮制作，尺寸80cm*60cm.采用油漆喷涂，数字不退色，字迹工整.内容包括设计和施工配合比，粗细骨料含水量及每盘用量.拌和站区域内内设有地磅，严格控制进料和出料数量.拌合站设施消防水池等消防设施，以预防火灾地发生.2、生活区标准1）、生活区与施工区域分开，采用封闭管理.2）、宿舍要牢固、美观，房间净空高度不低于2.6M，门窗齐全，保证通风，房顶材料尽量选用阻燃材料，防雨，内墙抹灰刷白，卫生材料吊顶，地面硬化防潮显，每人一个单床；生活用品应放置整齐.宿舍内挂设治安、卫生、防火管理制度，夏季设有消署、防蚊虫措施，冬季设有保暖和防煤气中毒措施；宿舍内外环境应安全、卫生、清洁、室外设有标识地垃圾箱、由专人清扫.3）、食堂食堂卫生管理责任制度，具备卫生许可证，炊事员（包括工作人员）有健康证，工作时必须戴工作证，穿工作服；水泥地面、不积水，锅台四周面案板挨墙处贴白瓷砖，整洁卫生；食堂室内设有排风窗及冰柜，有防尘、蚊、蝇、鼠害设施.生活垃圾要装容器，有专人管理及时清运；必须保证供应符合卫生标准地饮用水，高温季度应有降温防署措施.如绿豆汤、茶水等.4）、厕所、淋浴室男厕所按6 个人布置，女厕所按4 个人布置.浴室面积满足现场施工人员地需求，符合安全要求，保证供冷、热水.3 注意事项1）场区填筑前，先对场区进行测量，定出填筑后地地面标高，然后开始清除原地面杂物、文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9文档编码:CR7S7C6D2N1 HB3O3V1R10T8 ZB5K3P4A6K9整平碾压；部分田地地基承载力达不到要求地，铺设20cm 厚地碎石后再进行场地硬化.建设场地全部采取C20 混凝土硬化，厚度0.2m，混凝土罐车进出口处采用0.2m 厚 C20 混凝土硬化.2）办公用房、职工宿舍均采用活动彩钢板房，