九华北路钢构桥满樘支架、预压、砼浇筑、支架拆除施工方案

'九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标目录1工程编制依据11.1编制依据11.2编制目的12工程概况12.1九华北路工程简介12.2主要技术标准22.3地质情况23施工建设目标43.1总体目标43.2安全目标43.3质量目标43.4环境保护目标44施工组织机构及机械配备54.1施工组织机构54.2项目经理部人员职责及权限74.3施工机械配备94.4机械仪器设备105施工总体方案105.1施工统筹及思路105.2大临工程分布115.3总体施工进度安排125.4安全保证体系146施工方法156.1支架法施工156.1.1地基换填156.1.2支架布局156.2预压及监测施工206.2.1预压材料选择206.2.2施工流程及预压206.2.3加载与卸载206.3预压监测216.3.1检测内容216.3.2观测点布置216.3.3观测频次及记录216.3.4观测方法及注意事项226.3.5观测小组236.3.6支架沉降监测记录与计算应符合下列规定236.3.7支架预压合格应满足下列标准236.4、混凝土浇注方案236.4.1混凝土振捣246.4.2其他措施246.4.3混凝土拆模及养护256.5、支架拆除施工2636****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标①支架拆除原则26②施工防护26③拆除顺序26④拆除上托26⑤拆除剪刀撑27⑥拆除纵横拉杆27⑦拆除立杆27⑧下托拆除27⑨拆除支架规范要求277技术保证措施287.1技术保证措施287.2人员，设备，物资，资金保证措施297.3技术保证措施297.4雨季施工保证措施308质量保证体系和保证措施319文明施工措施3310环境保护3436****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标1工程编制依据1.1编制依据1.NASZ—5标招投标文件和《施工合同》及有关协议和补充文件；2．国家及铁道部有关工程建设的相关法律、法规及规定，现行的建设工程设计、施工规范、技术规程及质量验收评定标准等；3．《建设工程营业线施工安全管理实施细则》(上铁建发【2009】83号)；4.《铁路混凝土工程施工技术指南铁建设》（〔2010〕241号）；5.《宁安铁路组织设计管理办法》（宁安工发〔2011〕308号）；6.《关于进一步加强建设工程质量安全工作的通知》的通知（宁安安发〔2011〕380号）；7.《高速铁路桥涵工程施工质量验收标准》（TB10752-2010、J11148-2011号）.1.2编制目的明确本刚构桥施工作业项目的施工方法，工艺流程，操作要点，工艺标准和安全防护方案，指导、规范本段施工。2工程概况2.1九华北路工程简介九华北路北延线是芜湖市区南北走向的城市规划I级主干路，是芜湖市干线路网中的重要组成部分，承担繁重的城市交通和过境交通任务。道路北起凤鸣湖路与齐落山路平交口，向南下穿既有淮南上行线、宁芜下行线和在建宁安铁路后，止于九华北路和东四大道平交口，地形平坦开阔，基本为农田等开阔地。既有铁路有宁芜铁路和淮南铁路，两铁路并行，线间距5.0m，铁路与设计道路交叉角度为13°。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标九华北路北延线下穿宁安铁路桥孔布置与相邻的宁芜线桥孔布置对应，相邻的宁芜线桥孔布置为（7.5m+16.0m+16.0m+7.5m）分离式刚构，斜交。宁安铁路与道路斜交13°，考虑宁安铁路的技术要求，采用（10+17.4+17.4+10）m连续刚构，中墩斜交布置，桥两端与铁路正交，桥下净宽满足与宁芜线桥孔对孔宽度的要求，桥下净高满足5.0m的要求。桥下机动车道两侧设置防护墙，以保护桥墩。桥梁两侧接U型槽引道。中心里程:DK81+855.03；桥全长:59.80。2.2主要技术标准（1）铁路等级：客运专线。（2）正线数目：双线。（3）正线线间距：4.6m（4）速度目标值：250km/h(5)设计竖向荷载：“ZK活载”(6)轨道类型：有挡肩的新型板式无碴轨道。2.3地质情况2.3.1地形地貌拟建芜湖市弋江路北延线下穿铁路立交桥位于芜湖市鸠江区十里村，下穿淮南上行线、宁芜下行线和宁安城际铁路立交，场地现为农田及沟塘，黄海高程在9.0～9.65米。场地地貌单元为Ⅱ级阶地。2.3.2水文地质条件（1）场地内的地下水主要有以下几种类型：（1）上层滞水，主要赋存在①层土的孔隙中，受地表水和大气降水的补给；（2）潜水，主要赋存于③层、④1层、④2层土的孔隙中，由于②、④层为相对隔水层，故具有微承压性，受地表水和大气降水补给；（336****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标）裂隙水，主要赋存于泥质砂岩的裂隙中，分布不连续，其补给、排泄与赋存条件取决于岩石裂隙的发育程度及分布特征，受地表水和大气降水补给。在勘探期间，实测各勘探孔静止水位埋深0.3～1.6米，黄海高程为7.50～8.66米。（2）场地土层中②层土的水平渗透系数（平均值）为：5.25×10-5（cm/s），③层土的水平渗透系数为（平均值）为：4.88×10-5（cm/s）。（3）根据水质分析结果，场地地下水对混凝土结构及其中的钢筋具有微腐蚀性，地基土对钢筋具有弱腐蚀性。2.3.3.场地岩土工程分析与评价（1）场地工程地质条件评价①层：耕土及填土，松散，不均匀，不宜作为基础持力层。②层：粉质粘土，可～硬塑，分布较均匀，物理力学性质较好，是良好的道路浅基础持力层。③层：粉质粘土夹粉土，软～可塑，分布较均匀，物理力学性质一般。④层：粉质粘土，硬塑状，局部可塑，分布较稳定，物理力学性质较好。④1层：粉质粘土夹粉土、粉细砂，可塑状，局部分布，物理力学性质一般。④2层：细砂夹粉土，稍密～中密状，分布很少。⑤层：强风化泥质砂岩，工程地质条件较好，可作为本桥梁桩基持力层。⑥层：中风化泥质砂岩，工程地质条件良好，可作为本桥梁桩基持力层。（2）场地土稳定性及均匀性桥位区未发现活动性构造，场地稳定性较好，无不良地质作用，适宜本下穿桥的建设。场地内土层层面起伏不大，故判定为均匀场地土。（3）场地土的抗震性能芜湖地区抗震设防烈度为6度。根据《建筑抗震设计规范》（GB50011-2010）场地土类型判定为中软场地土，建筑场地类别为Ⅱ36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标类，属抗震一般地段。本建筑场地抗震设防烈度：6度。设计基本地震加速度：0.05g；设计地震分组。2.4.4水文地质特征地表水主要是降水形成的地表径流。地下水主要为孔隙潜水，有大气降水补给，测试地下水位埋深约2.75m～3.5m。地下水无侵蚀性。3施工建设目标3.1总体目标以“六位一体”为基础，以高标准、讲科学、不懈怠、为准则。“以抓源头、抓过程、抓细节”、“抓标准”为手段。以“不留隐患、不当罪人、建不朽工程”为目标。“高标准起步、高速度推进、高水平管理、高质量建设”，争创世界一流工程。3.2安全目标无铁路行车险性以上事故；无人身重伤事故及其以上事故；无等级火警事故；无压力容器爆炸事故。3.3质量目标坚持“百年大计，质量第一”的方针，认真贯彻执行国家和铁道部有关质量管理法规，以世界先进技术和管理经验为支撑，对建设工程质量实施全过程监控，确保主体工程质量“零缺陷”，竣工工程一次验收合格率100%，并满足设计开通速度要求。3.4环境保护目标严格按照国家《环境保护法》和《水土保持法》和地方政府有关规定落实环保“三同时”，采取各种工程防护措施，减少工程建设对沿线生态环境的破坏和污染，确保铁路沿线景观不受破坏，江河水质不受污染，植被得到有效保护，将合芜公路大桥建成绿色环保工程。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标4施工组织机构及机械配备4.1施工组织机构为了加强项目管理、全面履行合同、控制建设投资，确保工程建设工期、质量、安全、保护生态环境，全面实现建设目标，针对本段工程的意义和特点，经过全面工地现场考察，确定按照项目法施工组建宁安铁路5标第一分部项目经理部。根据项目特点和工程情况，项目部设五部二室，即工程部、安全质量部、物资设备部、计划合约部、财务部、综合办公室、中心试验室等部门。项目部主要工程技术和管理人员都由曾参与过国内大型铁路建设、客运专线和高速公路大型桥梁、路基工程建设，具有丰富施工经验、专业技术能力强、综合素质高的工程技术和管理人员承担本段的施工任务。组织机构见下图：组织机构框图36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标项目经理项目书记副经理总工程师工程部物资设备部安全质量部计划部综合办公室财务部中心实验室架子队副经理36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标宁安铁路五标一分部施工主要管理人员序号姓名职务联系电话备注1项目经理现场指挥2项目书记外围协调3项目总工技术负责人4物资部长物资准备、调配5试验主任负责实验工作6现场测量现场管理人员配置现场管理人员配置表序号岗位人数负责人联系方式1施工现场负责人12现场技术负责人13质检工程师14安全工程师25试验工程师26测量工程师47桥梁工程师2合计174.2项目经理部人员职责及权限（1）项目经理具体执行安全质量体系要素与质量活动内容，确保质量方针和质量目标的实现；对项目经理部的单项工程及特殊过程的产品生产、负责按施工指导文件，施工规范标准，合理配备所需资源，对生产产品质量负有直接责任；贯彻落实上级机关关于安全生产的方针目标，对本单位安全生产负全面责任。负责生产所需机具设备的平衡管理，保证生产正常有序进行；负责安全质量管理及安全技术装备的使用管理；负责产品交付前的防护及保修期间服务；36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标负责提报工程项目所需的资源计划。（2）项目副经理协助项目经理负责施工组织与过程管理控制，并对施工生产的指导、协调、平衡、确保安全质量要素得到正确执行，使生产过程处于受控状态；负责施工组织与方案的执行，协调工区班组生产衔接，监督工区班组操作质量与作业纪律的管理。（3）技术负责人负责施工组织方案和技术标准规范的执行；按施工设计，文件图纸做好现场调查，实际测量、定位，技术交底及安全措施，下达作业标准、作业指导书、规范作业方法，负责执行结果及原始资料记录的填写；负责各工序的衔接，跟踪指导和监督，及时解决有关技术问题，有权提出改进意见与建议及新技术、新工艺、新材料的应用；对施工生产过程形成的成品、半成品，项目经理部根据产品的不同特点制定搬运方案。对违反规范要求，影响工程质量的行为有权制止或越级上报。（4）安质负责人具体负责安全质量标准的检验与监督；具体执行安全制度的监督与检查；组织学习及贯彻上级有关文件精神；经常检查施工现场安全防范情况；纠正不良因素，并做好各项安全记录。负责生产过程中检验和试验、检查、测量和试验设备，检验状态的具体操作控制，填写各种记录；对发现不合格报单，报送有关领导和部门。负责所辖项目的质量检查监督、验收及签发检查，验证记录。产品过程中检验、试验及计量的管理与监督。质量、行车与劳动安全的检查与监督。质量职责的落实，跟踪与检查。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标（5）物资负责人负责所辖范围内物资管理工作；按各自分工权限负责物资采购工作；负责产品搬运，贮存及不合格品的管理，并对产品验证检验，计量及可追溯性的操作，填写相关记录；对到达生产现场的物资进行检验，按照公司《检验试验程序》办理；负责所需专用的管理。负责所辖范围内在用设备的管理，确保设备完好，满足施工要求；负责设备的一、二级保养及维修；负责设备管理相关文件资料、记录的管理。4.3施工机械配备按照“设备先进、满足需求、性能良好、互相配套”的原则进行施工机械设备的配置。根据总体进度计划编制设备进场计划，保证按时进场，足量到位。进场前，对机械进行彻底检修，保证上场机具性能完好。机械设备见下表：拟投入项目的主要施工机械表序号设备名称规格型号数量国别产地制造年份额定功率(KW)生产能力用于施工部位备注1挖掘机WY2002贵阳20081662.0m3桥梁下部3柴油发电机组120～150KW2上海2009120～150KW电力供应4模板50定做新购桥梁下部结构模板施工5汽车吊QY202武汉2008.67520t拼装模架用6钢筋弯曲机GW403陕西2008.023钢筋加工7钢筋切断机GQ402陕西2008.023钢筋加工36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标8钢筋调直机GJ4-142陕西2008.023钢筋加工9砼振动棒HZ-5020天津2008.021.1混凝土振捣10电焊机BX-50010沈阳2009.0935KVA钢筋焊接11卷扬机JDK-32山西2008.022牵引12木工圆锯机MYJ150-12重庆2008.10模板加工13木工平刨机MB-F515B2浙江2008.10模板加工14型材切割机J3G-4101石家庄2008.10型材加工15混凝土拉毛设备1长沙2009下部施工16潜水泵100DL15济南200990100m3/h抽水4.4机械仪器设备依据本工程的施工特点，合理配置测量仪器及施工机械设备，采取自购和租用两种方式，使其在能保证施工质量、进度和安全的前提下，尽量降低成本，提高效益。测量仪器及施工机械配置见下表：序号仪器设备名称型号规格单位数量备注一测量仪器1全站仪拓普康台1已有2水准仪DS3-D台1已有5施工总体方案5.1施工统筹及思路根据****、芜湖市市铁办及相关设备产权单位于2012年4月16日在芜湖市十二楼召开了（关于宁安铁路九华北路与赤铸山路立交桥设计交底的会议纪要）。根据会议纪要中的施工安排，由于营业线36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标顶进施工时间较长，为确保宁安线工期，在芜湖市与上海铁路局协商后，可安排宁安线和宁芜线顶进同步施工。营业线采用钻孔桩防护施工。5.1.1总体施工的原则总体施工按照刚构桥基础→刚构及洞身的总顺序，突出重点、兼顾一般、平行流水、均衡生产。⑴充分考虑刚构桥洞施工对铁路交通的影响。⑵综合考虑各工序间的接口，统筹安排，紧密衔接。5.1.2总体施工安排遵循“高标准起步，强现场管理，严过程控制，创精品工程”的建设方针，贯彻“统筹安排、科学组织，重点先行、分段展开，均衡生产，有序推进”的组织原则。为全面施工创造条件，系统策划合理布局，统筹安排专业接口。5.2大临工程分布5.2.1施工用电九华北路刚构施工采用地方电源为主，结合工程具体位置及电源情况，在合芜宣桥空心板梁预制场设变压器一台（500KVA），供九华北路刚构建设施工用。5.2.2施工用水根据施工调查资料显示，桥梁施工地段地下水对混凝土无侵蚀，为保证施工质量，结合调查资料及地表水质情况，考虑采用自打井或自来水供钢构建设施工用。5.2.3施工便道本立交桥施工位置，位于宁安线U型槽末端与合芜宣（十里牌）桥之间，此地段交通发达，在宁安铁路的左侧红线范围内，自建施工便道供本立交桥36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标建设施工使用。5.2.4施工通讯在项目经理部及作业队、拌合站分别配备电话，保证相互之间与业主、监理、设计及其它相关单位的联系，项目经理部和施工架子队主要施工管理人员配备手机，现场管理人员配备无线对讲机进行联络，保证生产需要。5.3总体施工进度安排5.3.1总体进度本段工程施工工期为2个月，自2013年4月15日起施工，2013年6月15日全部完工。施工进度计划如下：开挖换填：5天；支架施工：5天；模板支护：10天；梁板施工：20天；混凝浇筑：1天；养护：14天；支架拆除：4天。5.3.2施工计划横道图36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇筑、支架拆除施工方案NASZ-**标36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标5.4安全保证体系5.4.1安全目标在桩基施工作业过程中，杜绝因工亡人事故，努力消灭因工责任重伤事故，减少安全生产事故苗头或险情；杜绝因施工引起的铁路营业线行车一般以上交通事故，减少对铁路运输生产和安全产生影响的事故苗头或险情。5.4.2成立安全组织机构成立以指挥部副总指挥长刘林北为组长的安全管理小组，刘占武（项目书记）为副组长、组员：田小力、刘长波。组长是九华北路刚构施工安全管理第一责任人，副组长是施工安全管理实施负责人，组员负责施工安全管理实施工作。5.4.3安全小组的任务和职责（1）贯彻执行上级各项安全法规规程；定期召开安全工作会议；总结和布置安全生产工作；制订本项目各项安全制度规定；落实安全责任制；组织安全教育培训；开展安全检查等。（2）执行“安全第一，预防为主，综合治理”的安全方针，坚持“关键工序及风险较大工程现场把关”的原则，确保项目的安全生产工作有效可控。（3）建立高效灵敏的安全管理信息系统。系统规定各种安全信息的传递方法和程序，在施工中形成畅通无阻的信息网，准确及时地搜集各种安全信息（如执行“五同时”的信息，安全技术措施方案的编制、审批、交底、落实、确认信息，安全隐患、险肇事故及工伤信息等），并设专人负责予以处理。（4）安全管理系统必须做到纵向到底，一环不漏；安全生产责任制横向到边，人人有责。项目经理是施工的第一责任人。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标项目经理是安全生产第一责任人，负责组织施工生产，保证投入足够的人员、材料、设备，及投入安全专项费用。安全总监主管安全工作，负责监督安全保证体系的有效运转，负责制定承台开挖防护的安全措施，组织编制事故应急预案。现场技术员负责对工人进行技术指导。现场安全员监控现场安全生产状况，纠正施工人员的安全违章，观察周边环境对施工生产、工人安全、营业线行车的安全威胁，采取紧急避险措施。领工员负责组织工人按照技术交底进行施工生产，管理施工人员。操作工人有责任严格按照各种操作规程和技术安全交底施工，熟悉所使用工具的性能、操作方法，作业前和作业中注意检查设备，严禁设备带病运转，严禁违章操作，服从管理。6施工方法6.1支架法施工6.1.1地基换填支架搭设前先换填承台四周基坑，换填至桩基顶部，并要求地基承载力不小于180kpa。地基满足承载要求后用改良土进行换填，回填过程中采用与路基基本相同的压实标准及层厚进行施工控制，每层按30cm厚控制，孔隙率<28%。回填至原地面高程时，横断面形成横向1%的坡度，以便排水顺利。再浇筑20cm厚C15混凝土，在支架两侧挖排水沟进行雨季排水，杜绝水患，致使支架沉降。支架严格按照****下发的《关于加强宁安铁路扣件式钢管脚手架搭设及使用管理》的通知（宁安工发[2010]164号）相关规范搭设施工。6.1.2支架布局在浇筑完毕的混凝土面上，根据设计的纵横向支架立柱步距进行测量放线，放出立柱位置。支架均采用Φ48δ3.5碗口式支架，碗扣连接。立柱纵横向布局；底板下方0.6*0.6*1.2m（纵*横*步距）36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标。立杆顶设置顶托，在顶托上方纵横向均铺设直径Φ48mm双排架子管，间距依据立柱布设。底模板采用钢模板施工。具体布置形式详见附件。①总体要求对剪刀撑、水平杆、周边拉结等采取一系列加强措施。支模架体高宽比：模板支架的整体高宽比不应大于5。②立杆间距梁下碗口式支架顶部采用可调托座，同时对采用可调托座的构造做出了具体规定，以满足支撑系统的稳定性。支架间距纵向采用0.6m布置。Ⅰ歩距立杆步距均采用1.2m设置，当立杆接长时，搭接要求：立杆接长时，同步内隔一根立杆的两个相隔接头在高度方向错开的距离不宜小于500mm，各接头中心至主节点的距离不宜大于步距的1/3；立杆接长除顶步可采用搭接外，其余各步接头必须采用对接扣件连接。对接、搭接应符合下列规定：Ⅱ立杆上的对接扣件应交错布置，两根相邻立杆的接头不应设置在同步内。Ⅲ搭接长度不应小于1m，应采用不少于2个旋转扣件固定，端部扣件盖板的边缘至杆端距离不应小于100mm。③扫地杆设置模板支架必须设置纵、横向扫地杆。纵向扫地杆应采用十字扣扣件固定在距底座上皮不大于150mm处的立杆上，横向扫地杆亦应采用直角扣件固定在紧靠纵向扫地杆下方的立杆上。当立杆基础不在同一高度上时，必须将高处的纵向扫地杆向低处延长两跨与立杆固定，高低差不应大于0.1m。靠边坡上方的立杆轴线到边坡的距离不应小于500mm。④可调托座使用36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标可调托座与钢管交接处应设置横向水平杆，托座顶距离水平杆的高度不应大于300mm。梁底立杆应按梁宽均匀设置，其偏差不应大于25mm,调节螺杆的伸缩长度不应大于200mm，另外，使用可调托座必须解决两者连接节点问题⑤水平杆Ⅰ每步的纵、横向水平杆应双向拉通。Ⅱ搭设要求：水平杆接长宜采用对接扣件连接，也可采用搭接。对接、搭接应符合下列规定：a对接扣件应交错布置：两根相邻纵向水平杆的接头不宜设置在同步或同跨内；不同步或不同跨两个相邻接头在水平方向错开的距离不应小于500mm；各接头至最近主节点的距离不宜大于纵距的确1/3；b搭接长度不应小于1m，应等距离设置3个旋转扣件固定，端部扣件盖板边缘至搭接水平杆杆端的距离不应小于100mm。Ⅲ主节点处水平杆设置：主节点处必须设置一根横向水平杆，用直角扣件扣接且严禁拆除。主节点两个直角扣件的中心距不应大于150mm。⑥剪刀撑剪刀撑包括纵横向和水平方向三部分组成。Ⅰ设置数量a模板支架四边满布竖向剪刀撑，中间每隔四排立杆设置一道纵、横向剪刀撑，由底至顶连续设置；b模板支架四边与中间每隔4排立杆从顶层和底层每2m各设置一道水平剪刀撑。Ⅱ剪刀撑的构造应符合下列规定a剪刀撑斜杆与地面倾角宜在45°-60°之间；b剪刀撑斜杆的接长应采用搭接；c剪刀撑应用旋转扣件固定在与之相交的横向水平杆的伸出端或立杆上，旋转扣件中心线至主节点的距离不宜大于150mm；36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标d设置水平剪刀撑时，有剪刀撑斜杆的框格数量应大于框格总数的1/3。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标6.2预压及监测施工在支架安装后，对支架进行相当于1.2倍板梁自重的荷载预压，以检查支架的安全性及稳定性，消除支架各构件之间非弹性变形，观测支架的弹性变形值，并根据各级荷载作用下支架产生的挠度绘出支架的荷载-挠度曲线，为以后线型监控提供真实数据。6.2.1预压材料选择预压材料采用大尼龙袋装砂石方法进行压重，每个砂袋装砂石1.2t重每个砂袋占地面积为0.9m2。6.2.2施工流程及预压采用模拟压重方法，采用大尼龙袋装砂石方法进行压重，砂袋堆放到底板上。按板梁结构形式合理布置砂袋重量。预压加压采用五级加载法，加重顺序为20%—60%—80%—100%—120%。吊装时，砂袋下方不得站人以防止砂袋突然坠落伤人。施工流程：布设观测点并记录支架初始标高→分布加载→观测加载后各测点标高→卸载→观测卸载后各测点标高→对预压结果进行数据分析。预压：板梁长（12+18.4*2+11）m*12m宽*1.2厚*2.6*1.2=973.44吨/1.2（每袋重量）/12/59等于3.16层袋砂子。板梁横向底板上可以放置12砂袋，纵向可以放置59个砂袋。把梁板纵向每1.0m长分成若干个块，进行预压，根据每块的混凝土重量进行预压。6.2.3加载与卸载36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标支架预压应按照预压单元进行分级加载。当纵向加载时，宜从混凝土结构跨中开始向支点处进行对称布载；当横向加载时，应从混凝土结构中心线向两侧进行对称布载。每级加载完成后，应先停止下一级加载，并应每间隔12h对支架沉降量进行一次监测。当支架顶部监测点12h的沉降量平均值小于2mm时，方可进行下一级加载。支架预压可一次性卸载，预压荷载应对称、均衡、同步卸载。6.3预压监测6.3.1检测内容加载之前监测点标高；每级加载后监督测点标高；加载至100%后每间隔24h监测点标高；卸载后6h监测点标高。6.3.2观测点布置沿梁部纵向，预压时取支架端部与支架终止部位设置观测横断面，每一个横断面上布设5个观测点，纵向间隔5m一排。从支架顶部引下垂线，垂线端部设垂球，测量垂球与观测点之间的相对距离，得出支架的变形量。6.3.3观测频次及记录根据技术精度要求，采用三等水准测量的要求进行精确测量，其主要技术要求如下：水准测量精度要求（见下表）每千米水准测量偶然中误差（mm）每千米水准测量全中误差（mm）限差检测已测段高差之差（mm）往返测不符值（mm）附合路线或环线闭合差（mm）≤1.0≤2.036****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标注：表中L为往返测段、附合或环线的水准路线长度，单位km。水准测量限差根据沉降观测精度要求高的特点，为能精确地反映出支架和地基在不断加载作用下的沉降情况，使用仪器天宝精密水准仪。仪器精确读数至0.1mm，估读至0.01mm。水准尺使用双面塔尺。支架预压完毕后，要将现场记录的数据进行整理和分析，得出综合变形。并根据测得的数据和分析结果绘制沉降—时间曲线。根据观测记录，整理出预压沉降结果，调整底模的标高来控制箱梁底板及悬臂的预拱高度。预压完成后要根据预压的观测数据对施工预拱度的设置进行调整计算，因预压已基本消除支架、地基的非弹性形变，调整时主要考虑观测所得支架、地基的弹性形变。按二次抛物线法重新计算各放样点的预拱度值。调整后：δ＝δ1+δ5+支架预压观测所得弹性形变量δ1——支架卸载后由上部构造自重及活载一半产生的竖向挠度δ5——由混凝土收缩、温差变化引起的挠度底模板已在预压以前安装完成，根据调整后的施工预拱度重新计算底模板各点的标高，并对底模板的标高、坐标进行复测，调整消除预压引起的底模板变化，使之符合重新调整计算后的标高，要求与计算值偏差小于5mm。6.3.4观测方法及注意事项本次沉降观测工作采用百分表读数和精密水准测量方法进行，观测过程中，各项偏差控制及内业数据处理须注意的几个问题：每次观测所用的仪器及水准尺固定，观测人员固定，观测路线固定，观测环境和条件基本相同；观测时间及环境：一般应在早晨太阳高照前（清晨七、八点左右）结束，不允许在高温、强光和大风等情况下进行观测。要勤观测、勤记录，及时反馈；36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标测量时，水准尺气泡要稳定居中，扶尺员应快速稳定地竖直标尺，提高观测效率；百分表读数读两遍，每次读数较差控制在1mm；水准测量每次测量在一站内完成，观测值的闭合差控制在1mm之内。6.3.5观测小组序号职务姓名职责备注1组长负责测量施工组织2副组长协调指导测量参数3主测量工程师4测量工程师5测量工程师6.3.6支架沉降监测记录与计算应符合下列规定预压荷载施加前，应监测并记录支架顶部和底部监测点的初始标高；每级加载施加完成时，应监测各监测点标高并计算沉降；全部预压荷载施加完毕后，每间隔24h应监测一次并记录各监测点标高，当支架预压满足要求时，可进行支架卸载。卸载6h后，应监测各监测点标高，并计算支架各监测点标高的弹性变形量；应计算支架各监测点的非弹性变形量。6.3.7支架预压合格应满足下列标准①各监测点最初24h的沉降量平均值小于1mm；②各监测点最初72h的沉降量平均值小于5mm。6.4、混凝土浇注方案混凝土采用分层对称的浇筑方法，沿梁体纵向从中间向两端分层对称浇筑，每个浇筑层厚度不宜大于30cm36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标，上层混凝土必须在下层砼初凝前浇筑完成。为减少混凝土浇筑过程中，支架弹性变形对混凝土的影响，混凝土施工采用1台泵车分别从中部向两侧对称浇筑，浇筑工艺流程为：先浇筑底板混凝土，待底板混凝土全部浇筑完成。混凝土采用120搅拌站进行集中搅拌，混凝土搅拌严格按照有关规范要求施工，由试验室安排专人值班，负责混凝土质量把关,并对所发出的混凝土信息进行全过程跟踪,以便准确及时地对施工配合比进行调整；4台运输车运输，保证每小时不少于80m3混凝土，混凝土连续灌注，预计时间在5小时内完成。6.4.1混凝土振捣混凝土采用插入式振捣器振捣。根据梁体钢筋分布情况，采用Ф50插入式振捣棒振捣，现场配备4个Ф50插入式振捣棒。采用振捣器进行振捣，应满足以下要求：（1）振捣器应遵循快进慢出的原则，在混凝土中上下穿插，避免触碰模板、钢筋、管道、预埋件。振捣器与模板间距离宜为5～10cm。（2）振捣器插入点应均匀排列，插入点距离不应大于振动作用半径的1.5倍,振动作用半径按50cm计算，且插入下层混凝土内的深度宜为5-10cm。（3）振捣过程中应将振捣器上下抽动几次，以使混凝土层上下振捣均匀。（4）掌握好混凝土振捣时间，防止欠振和超振。每一插入点可按下列表征判定停止振捣时间：混凝土表面呈水平及出现浮浆并将模板边角部位填满，混凝土不再显著下沉及出现气泡。6.4.2其他措施a、注意观察顶板混凝土浇筑时间，当混凝土浇筑完成并收好面后立即洒水覆盖塑料薄膜养护，塑料薄膜上再加盖一层土工布,要准备好养生用水。d36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标、现场只能有一个指挥人员进行总体指挥,避免多人参与指挥而造成现场混乱,影响施工,且在信息反馈时必须提供车号给搅拌站试验人员,以便有针对性的调整配合比。c、现场试验要有专人负责,定人定岗,落实到每个人。g、人员相互要及时沟通，主要振捣人员的沟通，还有布料、放混凝土人员与指挥人员、振捣工与指挥长等沟通。h、事先要调整好振捣棒下棒位置，并做好标记。i、混凝土浇筑至波纹管位置时安排专人来回抽动波纹管内衬管和钢绞线，避免因漏浆而造成波纹管堵塞或钢绞线的锚死。。j、混凝土捣固必须定人分区域进行浇筑，以免漏捣，每个振捣工要熟悉自己的振倒位置，并了解波纹管及钢筋分布情况。6.4.3混凝土拆模及养护拆模时混凝土的温度不能过高，混凝土内部开始降温之前以及芯部混凝土与表面混凝土之间的温差、表面混凝土与环境之间的温差大于15℃时不得拆模，尽量延迟混凝土拆模时间。混凝土浇筑完成并收面后，立即在混凝土表面覆盖一层塑料薄膜，然后用土工布覆盖并洒水养护，底板处应在底板混凝土收面后立即覆盖保湿养护，并按要求洒水保湿。梁面和箱内同时进行覆盖和洒水养护，洒水次数已能保证混凝土表面充分潮湿为宜，养护时间按照规范要求进行，不得少于28天，安排专人负责。①非承重模板应在混凝土强度达到2.5Mpa以上，且其表面及棱角不因拆模而受损时，方可拆除。②拆除底模时应符合下列要求模板混凝土强度及弹性模量达到设计的60%以上时方可拆除模板，箱梁混凝土设计强度的100%以上且龄期不小于7d方可进行拆除底模板。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标6.5、支架拆除施工严格遵守拆除顺序，先拆除中后对称拆除，坚持由上而下，先中间后两边的拆除规范施工。①支架拆除原则对同条件养护的试件进行试压，试压强度满足设计强度的100%后且龄期不少于7d,经监理业主同意后方可进行下一道工序，拆除碗扣式支架。②施工防护在施工现场周边划出连续梁支架拆除施工区域范围，周围竖立警戒标志并设专人进行监护，专人指挥，禁止非作业人员入内。③拆除顺序梁板强度满足设计要求拆除上托上层支架拆除剪刀撑纵、横向拉杆立杆下托及枕木④拆除上托拆架子的高处作业人员戴好安全帽，系安全带、扎裹腿、穿软底鞋，方允许上架作业。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标工人站成2排，从跨中向两端对称进行松动上托，工人站在横、纵向的拉杆上，用手锤把上托螺栓向正方向用力砸，使其顺转，上托螺母靠近顶托，松动一排后再松动另一排，整排整排向两端进行，使连续梁整体缓慢受力。⑤拆除剪刀撑拆下的材料应用绳萦拴住杆件，缓慢的传递到下方，严禁抛掷，运至地面的材料应按指定地点，随拆随运，分类堆放，当天拆当天清，拆下的扣件要集中回收，在螺栓待转动部位加润滑油。⑥拆除纵横拉杆拆脚手架要有专人统一指挥，上下唿应，动作协调，当解开与另一个有关的结扣时，应先通知对方，以防坠落。纵横拉杆拆除后，从上方传递下来，下方的工人及时根据需要码成垛，采用铁丝捆绑成一捆，及时运走，不要再原地面形成大堆。⑦拆除立杆拆立杆要抱住立杆再拆开最后两个扣，应先拆中间扣，然后托住中间，再解端头扣。立杆长至2.8米，体积重，危险性高，需要2人辅助拆除，特别是上托无法拔出的立杆，需要谨慎拆除。⑧下托拆除立杆拆除后及时把底托拾起绑扎成捆，归拢施工现场。⑨拆除支架规范要求拆除作业中有需要加固的部位，应先加固再拆除，防止架体倒塌。在拆除过程中，不得中途换人，如必须换人时应将拆除情况交待清楚后方可离开，禁止单人进行拆除作业。对参与脚手架拆除的操作人员、管理人员和检查、监护人员进行施工方案、安全、质量等措施的交底。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标交底内容包括范围、数量、时间和拆除顺序、方法、物体垂直运输设备的数量，脚手架上的水平运输、人员组织、指挥联络的方法和用语、拆除的安全措施和警戒区域。如果在夜间施工还要有照明和安全用电等内容，交底要有记录，双方均应在交底书上签字。在拆除脚手架的周围，于坠落范围四周设置明显的“禁止入内”标示牌及警戒线，并有专人监护，以保证在拆除脚手架时无其他人员入内。对操作人员和使用人员交底，规定联络用语和方法，明确职责，以保证脚手架拆除时其垂直运输设备安全运行。拆除作业必须由上而下逐层进行。后打先拆，先搭后拆，严禁上下同时作业。纵向水平杆及剪刀撑先拆中间扣件，后拆两端扣件。拆除脚手架时必须统一指挥，上下呼应动作协调。拆除前应对电线、机具等采取隔离措施。当有六级风及六级以上大风和雾、雨、雪天气时停止脚手架拆除作业，雨雪后上架作业应先扫除积雪，采取防滑措施。夜间施工，必须确保足够亮度的夜间照明，现场电工加强值班巡视，及时修复损坏的灯具。7技术保证措施7.1技术保证措施设备进场后，做好开工前的准备工作，保障做到四快，即进场快，安家快，开工快，形成规模生产快。施工中做到统筹规划，周密安排。全方位有序协调，强化计划管理，网络管理，目标管理和成本管理。施工进度分阶段控制，计划部门根据全标段工程量和总工期要求，结合施工组织设计，编制年度和季度计划，生产调度和各施工队根据季度计划制定每月施工计划，做到以月保季，以季保年，以年计划保总工期。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标施工过程中，加强指挥与协调，定期召开工程分析会，根据存在的问题及时调整人员，设备和物资，保证工程顺利实施。适时地组织劳动竟赛活动，不断掀起施工高潮。创造良好的施工环境，一是主要与建设，设计，监理单位建立良好的关系，同力合作，二是在单位的指导下，与营业线的各站，段，工区建立良好关系，主动求得他们的帮助和指导，在施工中密切配合，保证施工高效进行，三是与当地政府及沿线群众建立融洽的关系，取得他们的支持和帮助，解决施工遇到的问题，减少干扰，确保施工顺利进行。7.2人员，设备，物资，资金保证措施选派有丰富施工管理，技术管理，设备管理经验的高素质专业人员精干，高效的项目指挥机构，全面负责本工程实施。选派具有丰富的类似工程施工经验，业绩突出的专业施工机组上场，根据施工组织进度安排动态调配好劳动力。配备性能优良，数量充足，能满足施工要求的各种机械设备和运输车辆，并在施工中科学地组织机械化一条龙作业和流水作业。加强对机械设备管理，组织好设备配件的采购，供应，提高设备完好率和利用率，保证机械化生产顺利进行，保证工程进度的落实。编制好施工用料计划，疏通材料供应渠道，确保各种用料及时供应，并对常用材料进行必要的储备以保证施工的顺利进行。根据工程需要，加强资金调度，工地设专用账号，专款专用，施工中加强资金调度，确保重点工程资金的使用。7.3技术保证措施在接到设计资料后，立即组织有关专业人员进行图纸会审，积极与设计单位沟通，认真领会设计意图，抓紧时间进行技术交底，力争早日开工。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标建立完善的质量保证体系，通过严格的技术质量管理制度和行之有效的质量保证措施，确保各项工程施工一次合格，避免返工。加强现场技术指导和测试工作，杜绝发生技术失误。设立技术攻关组，对关键技术问题进行公关，不断改进施工作业工艺，提高工效，加快施工进度。7.4雨季施工保证措施7.4.1合理进行施工安排合理安排施工。对于不利在雨季施工的项目，应尽量避开雨季安排施工。一般土质路基根据天气情况适时安排，利用有限的晴好天气小区段突击施工。高空作业或带电作业，避开雨天操作，以保证安全。7.4.2及时掌握天气状况积极与当地水利、气象部门取得联系，了解历年来的水文、气象资料，同时与当地气象部门签订气象服务合同，掌握施工期间天气预报和气候趋势及动态，以利安排施工，做好预防和准备工作。7.4.3提前做好防排准备在进行施工现场布置时，充分考虑本标段气象、水文特点，大型施工机械、材料库、人员驻地一律不安排在河滩及地势低洼处存放，确保汛期施工时，人员、设备、材料的安全，以及工程的安全。开工前，应调查好施工范围内的自然与农田水系，按防排水规律提前做好排水系统。机械设备和水泥等材料的存放应选择适宜场地,并做好防雨、防洪工作。对主要的工程和运输便道做好排水，路面用砂卵石或碎石土硬化,保证雨后道路畅通，搞好施工范围内河道的疏通工作，以防河道堵塞，排洪不畅。7.4.4制定雨季施工方案36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标（1）设置防雨覆盖设施砼在刚浇筑完时要覆盖好,不能让雨水冲刷，施工用电严格管理，并设防雨设施。基坑开挖后要及时浇筑砼,不得让雨水浸泡,如正赶上下雨时,要预留一定厚度,待雨后再继续施工。基坑挖成后，边坡及时遮盖，在砼拌制和浇筑处要搭设防雨棚。（2）备足物资、安全渡汛在汛期及时与地方防汛部门取得联系，并成立防汛工作领导小组，加强值班调度和安全检查，备足防汛物资、器材及施工设备，随时听候调遣，确保安全渡汛。（3）晴好天气突击施工要发扬突击施工和加班加点精神。有雨前要突击完成,好天气时要加班加点,做好晴雨天的工作调节。8质量保证体系和保证措施8.1质量保证体系为保证本工程项目顺利实施和兑现工程质量目标，根据ISO9001质量管理体系标准和我单位质量管理体系文件规定，结合我单位以往从事类似工程的经验，从组织机构、思想教育、技术管理、施工管理以及规章制度等五个方面建立符合本工程项目的质量保证体系。质量保证体系框图见下页图。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标8.2质量保证措施36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标8.2.1建立健全工程质量管理体系（1）在工程建设项目施工中，将工程质量管理作为一项重要管理内容，建立健全工程纵向到底、横向到边的质量管理体系，抓好全员全过程控制。（2）积极参加和服从业主组织的对工程质量进行全过程、全方位的监督检查和管理。（3）项目经理部成立以项目经理为组长，副项目经理、总工程师为副组长，各专业工程师为组员的施工质量管理领导小组，按照《建设工程质量管理条例》确定的职责，加强对施工质量工作的领导，建立和完善决策层、管理层、作业层三级职责清楚、权限明晰的质量管理、质量保证体系，配齐各级质检人员和质量管理人员，保证质量管理体系能够有效动作。（4）负责工程质量监督检查及日常管理工作的各级专职质检人员应具有工程师以上技术职称，熟悉本行业规范、规章、标准，掌握各种材料的技术要求和性能，具备一定的工作经验。8.2.2建立健全创优组织机构建立健全创优组织机构，形成高效的创优网络，并从机构、人员和制度方面形成完善、务实、高效的质量内控网络，紧紧围绕创优目标，坚定不移地走质量效益型发展道路。9文明施工措施9.1推行现代化管理方法，科学组织施工，加强现场文明施工管理，提高文明施工水平，创建文明工地。9.2严格按规范施工，全面推行现场施工标准化作业。各工点严格执行工完场清制度，使文明施工规范化、标准化、制度化。9.3建立奖惩制度，开展文明施工现场竞赛活动，规范现场管理。9.4自觉执行当地政府有关部门规定，接受村民的监督，不乱倒生活垃圾。36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标9.5和有关部门密切配合，做好光缆和各种管道的保护和处理工作，力争达到各方满意，文明施工。9.6与当地政府和群众广泛开展共建活动，积极推进两个文明建设。9.7做好施工现场管理，周围居民和闲杂人员不得进入施工区域内。未经有关单位同意批准，外部任何单位和个人不得进入工地。文明施工组织管理体系图：工程管理部部长施工队技术负责人物资设备部长安质环保部长文明施工领导小组组长：项目书记副组长：办公室主任技术员试验员文明施工员工班长综合办公室10环境保护在施工过程中认真贯彻《中华人民共和国环境保护法》和《中华人民共和国水土保持法》的要求，积极维护当地自然环境，最大限度地减少施工对自然生态的破坏。10.1环境保护管理体系及组织机构36****宁安铁路工程指挥部 九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标项目经理部设专人负责环保工作，及时与地方政府环保保机构建立联系，了解地方环境保护法规对土建施工的具体要求。施工中严格执行对取弃土、排污等施工环境保护。10.2水环境保护措施10.2.1施工废水、生活废水按有关要求进行处理，不得直接排入农田、水塘。10.2.2施工机械的废油废水，采用隔油池等有效措施加以处理，避免超标和随意排放。10.2.3生活污水采取二级生化或化粪池等进行净化处理，经检查符合标准后排放。10.2.4钻孔桩泥浆和其它废弃物要全部运走；弃土要随时运到指定地点堆放。临时设施待工程完工后进行彻底清理，恢复原状原貌。10.3固体废弃物管理10.3.1施工生活垃圾，设置临时堆放场集中堆放，定期清理。10.3.2报废材料定期清出现场，并进行掩埋等处理。对于施工中废弃的零碎配件，边角料、水泥袋、包装箱等，及时收集清理并搞好现场卫生，以保护自然环境不受破坏。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu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九华北路刚构桥满樘支架、预压、砼浇、支架拆除施工方案NASZ-5标36****宁安铁路工程指挥部'