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'南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案目录1、编制依据12、编制原则13、工程概述23.1工程概况23.2气象条件33.3工程地质43.4施工场地条件44、施工工艺流程44.1总体施工方案44.1.1基坑开挖44.1.2模板设计44.1.2支架设计44.1.4砼浇筑44.1.5附属工程44.2总体施工顺序55、主要施工方法65.1施工准备65.2测量放样65.3基坑开挖75.3.1开挖坡度75.3.2基底检验75.4地基处理85.5垫层施工85.6钢筋工程95.7箱身施工105.7.1框架身底板施工（含边墙以上0.5m）105.7.3框架身边墙及顶板模板施工105.8混凝土施工125.8.1.混凝土浇筑准备125.8.2混凝土浇筑13中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案5.8.3混凝土养护145.8.4技术保证措施155.9支架、模板拆除175.10附属工程185.10.1沉降缝及施工缝施工185.10.2防水层施工185.10.3出入口及附属工程205.11沉降观测205.11.1沉降观测点设置205.11.2沉降观测频次205.11.3沉降变形观测中的注意事项216、进度及资源计划226.1进度计划226.2人力资源计划226.3机械设备计划236.4主要材料计划237、质量安全文明环保措施247.1质量保证措施247.1.1质量管理办法247.1.2关键工序质保措施257.2安全保证措施267.2.1施工前防护安全277.2.2基坑开挖安全277.2.3临时支架安全287.2.4施工用电安全287.2.5施工测量放样工作安全297.2.6起重安全297.2.7钢筋加工、安装施工安全297.2.8模板安装施工安全307.2.9混凝土浇注施工安全307.3文明施工和环保措施307.3.1文明施工措施307.3.2环境保护措施31中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案2-16x7.0米钢筋混凝土框架桥施工专项方案1、编制依据1）、新建南充化工园区铁路专用线现场踏勘调查资料。2）、新建南充化工园区铁路专用线招标文件、补遗说明书及招标文件答疑书。3）、DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工设计图。4）、公司通过质量体系认证中心认定的ISO9001:2000《质量手册》和《程序文件》。5）、国家、铁道部及地方政府相关法律、法规。6）、主要的工程技术规范、标准、规则、规程、验标：《新建铁路工程测量规范》TB10101-2009；《铁路混凝土工程施工质量验收标准》TB10424-2010；《铁路桥涵工程施工质量验收标准》TB10415-2003；《铁路给水排水工程施工质量验收标准》TB10422-2003；《钢筋焊接及验收规程》（JGJ18-2012）；《铁路工程结构混凝土强度检测规程》（TB10426-2004J324-2004）；《铁路工程地基处理规程》（TB10106-2010）；《基坑工程技术规程》（DB42/159-2004）；《铁路桥涵混凝土和砌体结构设计规范》（TB10002.4-2005J463-2005）；《铁路桥涵设计基本规范》（TB10002.1-2005J462-2005）；《新建铁路工程测量规范》（TB10101-2009）；《地下工程防水技术规范》（GB50108-2008）；《铁路混凝土桥面TQF-I型防水层技术条件》（TB/T2965-2011）；《铁路桥涵工程施工安全技术规程》（TB10303-2009）；《施工现场临时用电安全技术规范》（JGJ46-2005）；《铁路混凝土工程预防碱-骨料反应技术条件》（TB/T3054-2002）；《混凝土外加剂应用技术规范》（GB50119-2003）；《粉煤灰混凝土应用技术规范》（GBJ146-90）；2、编制原则（1）坚持科学性、先进性、经济性、合理性与实用性相结合的原则-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案结合本工程特点，采用先进的施工技术，采用科学的组织方法，合理地安排施工顺序、优化施工方案。做好劳动力、物资、机械的合理配置采用国内外可靠、先进的施工方法和施工工艺，力求施工方案的适用性、先进性相结合，做到施工方案科学合理、技术先进，确保实现设计目标。（2）百年大计、质量第一的原则要求工程达到高平顺性、高稳定性和耐久性，必须坚持质量第一的原则。确立质量目标，制定创优规划，严格执行ISO9001质量标准，确保每个检验批、分项工程的质量达到优质工程标准的要求，健全质量保证体系，保证实现质量国际一流的目标。（3）保证工期的原则本工程工期紧，质量标准高，必须保证足够的技术装备和人员投入，采用机械化施工，合理安排施工工序，合理安排人员、材料和机械设备，优化资源配置。充分考虑气候、季节及交叉施工作业对工期的影响，采取相应措施，以一流的管理，确保合同工期。（4）坚持专业化作业与综合管理相结合的原则充分发挥专业人员和专用设备的优势，综合管理，合理调配，采用先进的施工技术，科学安排各项施工程序，超前计划，合理安排工序衔接。运用网络施工管理技术，组织连续、均衡、有序地施工。（5）安全生产，预防为主的原则运用现代科学技术，采用先进可靠的安全预防措施，确保施工生产和人身安全。（6）文明施工、环境保护的原则实行文明施工，重视环境保护，珍惜土地，合理利用。严格遵照国家环保政策和建设单位对本工程环境保护的要求，精心组织、严格管理、文明施工，在方案的编制上力争把施工对周围环境的影响降低到最低限度，并制定出详细的文明施工和环保措施，争创“安全生产、文明施工标准化工地”。3、工程概述3.1工程概况-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案DK21+936.56段2-16x7.0米钢筋混凝土框架桥为后期规划道路而设，轴线位置与线路斜交，箱身及出入口护墙按45度斜交，箱底置于粉质黏土层上。框架桥箱内宽16.0m，高5.5m，规划路面至顶板底净高大于等于5m，底板为140cm厚C35防侵蚀钢筋砼，箱身正截面侧墙厚度为140cm，正截面下部设置30cm×30cm的倒角、上部设置225cm×75cm倒角，顶板厚度为140cm，侧墙及顶板均为C35防侵蚀砼。框架桥箱体平置，泄水面坡度由后期砼路面铺装调整。两孔框架间隙缝填塞沥青木板，出入口护墙范围内设50cm厚M10浆砌片石和20cm厚碎石垫层。框架桥纵断面布置示意见图2.1-1、正截面布置示意见图2.1-2。图2.1-1框架桥横断面布置示意图2.1-3箱身正截面示意3.2气象条件-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案本标段所经区域为中亚热带湿润季风气候区，四季分明，雨热同季；气候特征：春早、夏长、秋短、霜雪少、冬暖；年平均气温17℃左右；年日照时间处于1200-1500小时范围内；年降雨量1100mm；降雨集中期为6～8月，灾害性天气频率较大，持续时间较长，全年以西北风为主。对本区施工有一定影响。3.3工程地质桥位处地质以松软土、粉质粘土为主，下为圆砾土、泥岩夹砂岩，本框架桥箱涵底置于粉质黏土层上。3.4施工场地条件此段框架桥施工范围内，整体地势平坦，无沟壑及土堆，地表面无其他施工障碍物，在框架桥中心范围处，位于地面上空20m处横穿有电线，但不影响施工。4、施工工艺流程4.1总体施工方案4.1.1基坑开挖采用挖掘机放坡开挖，人工配合清底。四周设排水沟，汇入积水井处，水泵抽送坑外。4.1.2模板设计框架垫层、基础、底板、箱身内侧、箱身外侧、顶板底面均采用木模现场拼装。4.1.2支架设计框架内采用扣件式钢管支架，立杆纵向间距均为0.6m,横向间距为0.6m，步距为1.2m，边墙内模与外模用对拉螺栓固定。4.1.4砼浇筑框架桥箱身砼纵向、横向均采用分段浇筑，纵向每节浇筑长度以不大于12m为宜，横向第一次先浇注底板、边墙以上0.5m；第二次浇注边墙及顶板砼。底板砼达到设计强度的70%后，方可搭设支架、立模、绑扎钢筋、浇筑边墙及顶板砼。4.1.5附属工程顶板砼强度达到规范许可值后，方可拆除模板及支撑，进行沉降缝、防水层及附属工程施工。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案4.2总体施工顺序根据设计要求及现场实际情况，框架桥箱身浇筑采用分段浇筑，框架内采用满堂式钢管支架搭设。其工艺流程见图4.2-1所示。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案底板侧墙底部混凝土浇筑底板及侧墙底部模型安装检查验收施工准备测量放线基坑开挖基底处理基底垫层底板钢筋加工绑扎检查验收养生拆模；侧墙及顶板钢筋绑扎检查验收侧墙及顶板混凝土模板安装侧墙及顶板混凝土浇筑等强(>100%)拆模检查验收防水处理附属结构施工图4.2-1框架桥施工工艺流程框图5、主要施工方法5.1施工准备1、开工之前，根据设计图纸及相关资料认真核对框架桥的细部结构尺寸、标高及地基承载力要求。2、施工前，应在框架桥四周设截水沟和临时排水沟，存料场地按照规范化管理要处理。3、施工用材料陆续进场，并进行材料的检验，不合格材料坚决不予进场。4、进行施工放样，定出开挖位置及中线桩并按要求施放护桩，以便施工过程中复测。5.2测量放样-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案1、施工前，首先确定出框架桥中心及纵横轴线，施工放样时并注意框架桥与线路斜交的定位方法，准确的定出框架桥轴线与线路中心线的准确位置。2、根据纵、横轴线，计算出基础边线，再放出基坑的开挖范围。基坑各定位点的标高及开挖过程中标高检查，用水准测量控制。5.3基坑开挖5.3.1开挖坡度根据现场地质情况确定相应的开挖坡度，精确放样框架桥基坑平面尺寸，采用挖掘机开挖，人工辅助清基。基坑坑壁坡度按确保边坡稳定、施工安全的原则确定并符合下列要求：基坑深度要达到设计深度，施工工期较短，基坑底在地下水位以上，土的湿度接近最佳含水量、土层构造均匀时，基坑坑壁可采用下表5.3.1-1中的数值。表5.3.1-1基坑开挖坡度一览表坑壁土坑壁坡度基坑顶缘无载重基坑顶缘有静载基坑顶缘有动载砂类土1：11：1.251：1.5碎石类土1：0.751：11：1.25黏性土、粉土1：0.331：0.51：0.75极软岩、硬岩1：0.251：0.301：0.67基坑底面平面尺寸应按基础换填尺寸大小每边加宽0.5米，基坑范围以外四周设排水沟和集水井，采用人工或水泵将基坑内的积水排出坑外，防止基坑遭水浸泡，影响基底承载力达不到设计要求。基坑底预留20㎝厚底层，人工开挖整平。5.3.2基底检验1、基底平面位置、尺寸大小和基底高程是。2、基底地质情况和承载力是否与设计资料相符。3、基底处理和排水情况。4、基底高程容许误差符合下列规定（见下表）5.3.2-1基坑开挖及基础施工允许偏差及检验方法表序号基坑情况允许偏差(mm)检验方法-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案1土（高程）±50测量检查2石（高程）+50-200基坑开挖到位后，联系监理及设计单位进行地基承载力试验和地质情况核实，且满足设计要求后按下图示意开挖基坑。对特殊地质水文地段，结合现场情况，决定支护方案、开挖范围和防排水措施。5.3.2-2基坑开挖示意图5.4地基处理因本框架桥箱底置于粉质黏土上，按照设计要求，框架桥地基采用级配碎石掺入3%水泥浆换填至圆砾土，且处理后的地基承载力要求不小于200kpa。1、混合料需拌和均匀，按预定配合比在拌和设备内拌制，在正式拌制之前，必须先调试所用的厂拌设备，使混合料的颗粒组成、级配和含水量都能达到规定的要求，以使换填层具有更好的强度和刚度。2、换填级配碎石掺3%水泥浆时，采用压路机分层压实，分层厚度30cm。3、碾压采用压路机进行施工，按规定得的碾压遍数和程序进行压实，使其达到规定压实度，且表面须平整，各项指标符合设计要求。5.5垫层施工基坑开挖成型后对基坑平面尺寸、位置、高程、基底承载力等指标经检验合格后，即可进行底板下部砼垫层的施工。1、框架主体下部20cm厚C30（H1）混凝土垫层施工前先按设计位置进行放样及挂线，放样挂线经过现场核对合格后立模板，一次性浇注混凝土垫层，采用插入式振动棒振捣，浇筑使用的砼由砼拌和站统一拌和，砼罐车运送。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案2、垫层模板采用标准木模，模板表面必须平滑光顺，不得有缺损及凹凸不平的现象。模板严格按所放基坑位置安装，必须保证框架桥基础各部分设计形状尺寸位置正确。模板具有足够的强度、刚度和稳定性，安装前必须涂抹新机油或脱模剂。5.6钢筋工程（1）钢筋进场每批钢筋，附有批号、炉罐号、出厂合格证，以及有关材质、力学性能试验资料等质量证明资料。钢筋进场时，必须对其质量指标进行全面检查并按批次抽取试件做屈服强度、抗拉强度、伸长率和冷弯试验，其质量应符合现行国家标准《钢筋混凝土用热轧带肋钢筋》（GB1499）的规定和设计要求。钢筋按不同品种、等级、牌号、规格及生产厂家分批验收，分别堆放。（2）钢筋去污、调直钢筋表面油渍、漆污、浮皮、铁锈用人工除净。对于粗钢筋局部弯折可用自行加工的“F”形矫正工具矫正，禁止使用气割火烤，对于细钢筋或弯曲的粗钢筋可用调直机进行调直。（3）钢筋下料成型钢筋加工严格按照设计尺寸进行加工，底板钢筋在钢筋加工房用钢筋加工机械加工成型。骨架在钢筋工棚内下料制作，半成品运至施工地点进行绑扎，钢筋的弯制应严格其几何尺寸，接头型式、位置、焊接、弯制半径、长度等要求。5.6-1钢筋加工允许偏差序号项目允许偏差(mm)检验方法1受力钢筋全长±10尺量2弯起钢筋的弯折位置203箍筋内净尺寸±5（4）成型钢筋堆放钢筋加工完成后，按照设计图纸的尺寸和规格堆放钢筋，钢筋下面设混凝土垫墩，设置标识牌，避免出现钢筋错用。（5）半成品钢筋运输加工好的钢筋用吊车分类吊入运输车，运输到施工现场。现场垫设枕木或木板，防止泥土污染钢筋。（4）钢筋安装-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案接长钢筋必须采用闪光对焊，接头进行纵向打磨，钢筋接头应避免设置在应力最大处，并分散布置。结构中钢筋骨架均为双面焊接，同时预留架立钢筋，架立钢筋一次性绑扎到位，采用钢管架加固。绑扎按已放出的中心线位置确定几何尺寸，弹好墨线，绑扎底板下梗肋及竖墙部分钢筋，顶、底板上下层钢筋之间绑扎定位支撑钢筋，以保证上下层钢筋的间距。5.6-2钢筋安装及钢筋保护层厚度允许偏差和检验方法序号名称允许偏差（mm）检验方法1受力钢筋排距±5尺量，两端、中间各一处2同一排受力钢筋间距基础、板、墙±20柱、梁±103分布钢筋间距±20尺量，连续3处4箍筋间距绑扎骨架±20尺量，连续3处焊接骨架±105弯起点位置（加工偏差±20mm包括在内）30尺量6钢筋保护层厚度c（mm）C≥35+10-5尺量，两端、中间各2处25＜C＜35+5-2C≤25+3-15.7箱身施工箱身砼分两次浇筑，第一次浇筑底板砼及边墙以上0.5m；第二次浇筑边墙、顶板砼。5.7.1框架身底板施工（含边墙以上0.5m）框架身施工前做好测量工作，在已打好垫层砼的平面上，进行放样，确定好底板边线及沉降缝位置，将已场外加工好的钢筋拉到工地绑扎，然后立模加固，确保沉降缝板不变形。底板侧面及倒角部分模板均采用竹胶板组拼。底板浇筑前将侧墙上部竖向主筋提前帮扎预埋好，以便下一步施工侧墙上部时方便施工。底板浇筑时注意沉降缝位置预埋橡胶止水带及相关防水设施，具体见本方案关于沉降缝施工部分内容。浇筑底板前将垫层顶面凿毛并冲洗干净。为加强两次浇筑砼的连接和保证框架整体防水性能，水平施工缝做成“凹”字形，即在第一次浇筑砼时埋入两排10×10cm的方木，待砼终凝后取出，并将施工缝凿毛、冲洗干净。5.7.2框架身边墙及顶板模板施工-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案底板混凝土灌注完毕，达到设计强度的70%后，支立架设边墙模板及顶板内模。模板的安装顺序：先立两边墙内模至上倒角，然后立外边墙模板，最后搭支撑架铺顶部模板。顶板模板设置预拱度。模板安装详见下表要求：5.7.2-1模板安装允许偏差和检验方法序号项目允许偏差（mm）检验方法1轴线位置基础15尺量每边不少于2处梁、柱、板、墙、拱52表面平整度52m靠尺和塞尺不少于3处3高程基础±20测量梁、柱、板、墙、拱±54模板的侧向弯曲柱h/1000拉线尺量梁、板、墙l/15005梁、柱、板、墙、拱两模板内侧宽度+10-5尺量不少于3处6梁底模拱度+5-2拉线尺量7相邻两板表面高低差2尺量注：h为柱高；l为梁、板跨度。5.7.2.1支架及加固（1）为保证足够的强度、刚度和稳定性，框架身内及顶部采用满堂支架，满堂支架采用碗扣式脚手架作为支撑体系，支架立杆纵向间距均为0.6m,横向间距为0.6m，步距为1.2m，整个支撑体系纵、横向设置剪刀撑，使整个支架形成一个牢固、稳定的整体。支架顶部及两侧安装好调节杆，在调节杆顶托上方铺设双拼[10做横向分配梁，上铺10cm×10cm方木做纵向分配梁。外模板、内模板采用15㎜厚胶合模板钉于木板上。（2）支架采用碗扣式脚手架，立杆主要采用2.4m、1.2m、0.6m、0.3m等几种,横杆采用0.6m、0.3m二种组成，顶托、底托采用可调托撑。（3）安装时先确定起始安装位置，并根据底面标高确定立杆起始高度安装预制块，利用可调底托将标高调平,避免局部不平导致立杆不平悬空或受力不均，安装可采取先测量所安装节段地面标高,根据所测数据计算出立杆底面标高,先用可调底托将四个角标立杆高调平后挂线安装其它底托,后安装立杆。（4）支架布设注意事项①当立杆基底间的高差大于60cm时，则可用立杆错节来调整。②-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案立杆的接长缝应错开，即第一层立杆应用长2.4m和3.0m的立杆错开布置，往上则均采用3.0m的立杆，至顶层再用1.5m和0.9m两种长度的顶杆找平。③立杆的垂直度应严格加以控制：架子按1/200控制，且全高的垂直偏差应不大于3.5cm。④在无荷载情况下逐个检查立杆底座有否松动或空浮情况，并及时旋紧可调座和小钢板调整垫实。⑤剪刀撑的大小应与架子的尺寸相适应。一般情况下剪刀撑应尽量与脚手架的节点相连，但亦可以错节布置。（5）支架搭设安全注意事项：①支架施工区域外围设置隔离护栏，可采用塑料网围住，外围开阔处设置安全警戒标志牌，严禁非施工人员进入施工现场。②架子工必须有上岗操作证，搭架过程严格按《支架安装安全技术规范》要求施工。5.7.2.2框身外采用方木加固，外设[8背带，为确保框身的几何尺寸，边墙内外模板再采用φ20钢筋拉杆，支撑方木加固及外设[8背带的方法。5.7.2.3框身内所有露面模板均采用木模板，与混凝土相接触的模板表面刷涂脱模剂。5.7.2.4模板接缝采用双面胶贴严实，保证接缝处严密不漏浆，安装完毕后及时检查其几何尺寸是否符合设计要求。5.7.2.5模板及支架应具有足够的强度、刚度和稳定性。其必须安置于符合设计的可靠基座上，并有足够的支承面积和防、排水措施。模板及支架与脚手架之间不得相互连接。5.8混凝土施工框架身分两次浇筑成型，混凝土采用自动计量集中拌和站拌和，罐车运输，采用吊车吊装或泵送入模。5.8.1.混凝土浇筑准备（1）混凝土配合比要求大体积混凝土的配合比应根据实际施工时所采用的砂石料、水泥、粉煤灰及外加剂的性能进行配合比试验，确定最佳的混凝土施工配合比。但应遵循以下总的原则：大体积混凝土应采用低水化热水泥，并采用“双掺技术”-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案（即掺加粉煤灰及外加剂），降低混凝土的入仓温度等措施，以改善混凝土的性能，减小混凝土的水化热。采用强制性搅拌机、电子计量系统、含水率实时监测系统，混凝土搅拌符合相关的规定。底板混凝土要求混凝土强度为45MPa，混凝土外加剂要具有缓凝、早强、减水的作用。因为船槽底板混凝土方量大，为了降低混凝土的水化热，减少混凝土的开裂，防止底板混凝土产生裂缝，可适量掺入粉煤灰，其掺量由实验室依试配情况而定。混凝土坍落度要求在160～200mm范围内，初凝时间根据气温配合比调整，选取的级配粗骨料粒径为5～31.5mm的砂石。夏季搅拌混凝土时，采取加冰水降温的措施，保证混凝土拌合物的温度。对拌合物的坍落度、扩展度、泌水率、含气量等进行测定，保证良好的工作度5.8.1-1原材料每盘称量允许偏差序号原材料名称允许偏差（%）1水泥、矿物掺和料±12粗、细骨料±23外加剂、拌合用水±1（2）浇筑前准备底板混凝土浇筑前，仔细检查钢筋的品种、规格、数量、位置和间距及预埋钢筋的规格和数量，钢筋的保护层垫块的位置、数量及紧固程度（侧面和底面的垫块至少4个/m2，绑扎垫块和钢筋的铁丝头不得伸入保护层内。保护层垫块的尺寸须保证钢筋混凝土保护层厚度的准确性，其抗腐蚀能力和抗压强度不低于构件本体混凝土。模板内积水情况、垫层顶面清理情况、模板加固情况等，还应检查混凝土浇筑材料、机械设备准备情况，满足要求后方可浇筑混凝土。5.8.2混凝土浇筑（1）混凝土搅拌混凝土商购混凝土搅拌站生产，混凝土强度能够满足底板混凝土浇筑强度的要求。混凝土拌制时应严格控制水灰比和混凝土坍落度，严格控制搅拌时间。（2）混凝土运输-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案底板混凝土运输采用6～8台10m3混凝土运输车。运输通道为修建好的施工便道，道路平顺畅通，选用与生产、浇筑能力相匹配的专用混凝土罐车。夏季对运输车采取隔热措施。泵送混凝土时，输送管路起始水平管段长度不应小于15m。除出口处可采用软管外，输送管路的其它部位均不得采用软管。输送管路用支架、吊具等加以固定，不与模板和钢筋接触。高温环境下，输送管路分别用湿帘覆盖。（3）混凝土布料及振捣混凝土运输到施工现场后，采用泵车浇筑。混凝土采用从上游向下游分层布料、分层振捣，每层厚度不大于50cm，在倾斜面上浇筑混凝土时，应从低处开始逐层扩展升高，保持水平分层。混凝土分区布料、振捣，责任到人，混凝土振捣采用φ50型插入式振动棒。振捣时严禁碰撞钢筋和模板，应注意振捣棒插入混凝土的间距、深度与振捣时间，振动器的振动深度一般不超过棒长度2/3～3/4倍，振动时要快插慢拔，不断上下移动振动棒，以便捣实均匀，减少混凝土表面气泡。振动棒作用半径为30cm～40cm；上层混凝土的振捣要在下层混凝土初凝前进行，并且应插入下层10cm左右；每个振动点振捣时间为20～30秒，砼浆振出并填满振捣棒孔后方可移至下一个振捣点。当混凝土表面平整不再下沉、开始泛浆、不再有气泡冒出时，说明混凝土已经振捣到位。混凝土浇筑期间，由专人检查模板及预埋钢筋的情况，对松动、变形、移位等情况，及时将其复位并固定好。混凝土浇筑完毕后，在顶部混凝土初凝前，对其进行二次振捣找平，并压实抹平。抹面时严禁洒水。5.8.3混凝土养护混凝土初凝后，底板混凝土应及时进行覆盖洒水养护。混凝土振捣完毕，及时采取保湿措施对混凝土进行养护。当新浇混凝土具有暴露面时，暴露面混凝土初凝前，应卷起覆盖物(篷布、塑料布)，用抹子搓压表面至少两遍，使之平整后再次覆盖，注意覆盖物不要直接接触混凝土表面，直至混凝土终凝为止。当混凝土强度满足拆模要求，且芯部混凝土与表层混凝土之间的温差、表层混凝土与环境之间的温差均不大于20℃时方可拆模。拆模后，迅速采用塑料布或帆布对混凝土进行后期养护。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案混凝土养护期间，对有代表性的结构进行温度监控，定时测定混凝土芯部温度、表层温度以及环境气温、相对湿度、风速等参数，并根据混凝土温度和环境参数的变化情况及时调整养护制度，严格控制混凝土的内外温差满足要求。5.8.3-1结构外型尺寸允许偏差和检验方法项目允许偏差（mm）检验方法及频率轴线位置20每边尺量不少于2处表面平整度82m靠尺，塞尺测量不少于3处高程±30测量不少于2两处垂直度h/1000吊线尺量截面尺寸+200尺量不少于3处预埋件中心位置5尺量5.8.4技术保证措施（1）麻面现象:砼表面局部缺浆粗糙，或有许多小凹坑，但无钢筋和石子外露。预防措施：模板及其支撑系统要有足够的刚度，模板面清理干净，不得粘有干硬水泥砂浆等杂物。钢模板涂脱模剂要涂刷均匀，不得漏刷，清除线状积流和局部积存。模板缝隙拼接严密，如有缝隙，应填严，防止漏浆。砼分层均匀振捣密实，严防漏捣。插入式振捣器振捣时快插慢提，振捣尽量由中央向边缘进行振捣，砼较黏稠时适当加密振点分布。每一振点处以砼表面不再沉落、不出现气泡为度。处理方法：麻面主要影响砼外观，对于面积较大的部位采用经有关部门批准的技术方案进行修补处理。初步方案为：在砼拆模后即刻将麻面部位用清水刷洗，充分湿润后用砼同配比的水泥砂浆或1∶2水泥砂浆抹刷。（2）蜂窝现象：砼局部酥松，砂浆少石子多，石子之间出现空隙，形成蜂窝状的孔洞。预防措施：砼配料时严格控制配合比，经常检查，保证材料计量准确。砼应搅拌均匀，颜色一致，其延续搅拌最短时间应符合规定。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案砼自由倾落高度一般不得超过2m。如超过，要采取串筒、溜槽、漏斗等措施下料。砼的振捣应分层捣固。浇筑层的厚度不得超过振动器作用部分长度的1.25倍。捣实砼搅拌物时，插入式振捣器移动间距不应大于其作用半径的1.5倍；对轻骨料砼搅拌物，则不应大于其作用半径的1倍。振捣器至模板的距离不应大于振捣器有效作用半径的1/2，与侧模保持5~10cm的距离。为保证上下层砼结合良好，振捣棒应插入下层砼10cm。砼振捣时，掌握好每点的振捣时间。振捣至砼不再明显下沉、不再出现气泡为止。灌注砼时，应经常观察模板、支架、堵缝等情况。发现有模板走动，应立即停止灌注，并应在砼初凝前修整完好。处理方法：采用经有关部门批准的技术方案进行修补处理。初步方案为：砼有小蜂窝，可先用水冲洗干净，然后用1∶2或1∶2.5水泥砂浆修补，如果是大蜂窝，则先将松动的石子和突出颗粒剔除，尽量形成喇叭口，外口大些，然后用清水冲洗干净湿透，再用高一级的细石砼捣实，加强养护。（3）露筋现象：钢筋砼结构内的主筋、副筋或箍筋等露在砼表面。预防措施：浇筑砼前，仔细检查保护层垫块的位置、数量等，并指定专人作重复性检查，以提高钢筋的混凝土保护层厚度尺寸的质量保证率。构件侧面和底面的垫块至少为4个/m2，绑扎垫块和钢筋的铁丝头不得伸入保护层内。保护层垫块的尺寸必须保证混凝土保护层厚度的准确性，且其抗渗能力和抗压强度不低于本体混凝土。结构尺寸较小，钢筋较密时，用细石砼灌注。禁止振捣棒撞击钢筋，以避免钢筋移位。砼顺落高度超过2米时，用串筒或溜槽进行下料。拆模时间根据试块试验结果确定，防止过早拆模。处理办法：采用经有关部门批准的技术方案进行修补处理。初步方案为：将外露钢筋的砼残渣和铁锈清理干净，用水冲洗湿润，再用1∶2或1∶2.5水泥砂浆抹平。（4）缺棱掉角现象：砼局部掉落，不规则，棱角有缺陷。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案预防措施：模板在浇筑砼前充分湿润，砼浇筑后认真养护。拆除钢筋砼模板时，砼具有足够的强度，避免砼表面及棱角受到损坏。拆模按立模顺序逆向进行，当模板与砼脱离后，方可拆卸、吊运模板。拆卸时不能用力过猛，吊运时，避免撞击棱角。加强成品保护。冬季砼灌注后，做好覆盖保温工作。处理办法：缺棱掉角较小时，清水冲洗，钢丝刷刷净，水泥砂浆补平。（5）施工缝、夹层现象：施工缝处砼结合不好，有缝隙或夹有杂物，造成结构整体性不良。预防措施：在施工缝处继续浇筑砼时，如间歇时间过长，则按施工缝处理。在已经硬化的砼表面上继续浇筑前，除掉表面水泥薄膜和松动石子或软弱砼层，并充分湿润和冲洗干净。在浇筑前，施工缝先抹一层水泥浆或与其相同的砂浆。在模型上沿施工缝位置通条开口，利于清理杂物和冲洗。处理办法：当表面缝隙较细时，用清水冲洗干净裂缝，充分湿润后抹水泥浆。慎重对待夹层的处理，补强前，先搭设临时支撑加固，然后剔凿，将夹层中的杂物和松软砼清除，冲净，用提高一级强度等级的细石砼灌注，捣实并认真养护。5.9支架、模板拆除顶板底模的拆除应在其混凝土强度达到设计强度的100%，方可拆除模板及支架，拆模时应根据同条件养护试块强度记录达到规定时，且必须经现场管理人员同意后方可拆模。拆除模板的顺序、方法及措施必须按施工说明规定办理，应后装先拆、先装后拆；先拆侧模，后拆底模，先非承重部分，后拆除承重部分。拆模时不得用撬棒重锤硬撬硬击，拆除模板应按规定及施工顺序清理，运送至指定位置堆放，堆放时应平放，如须竖放，应有可靠的安全措施。严禁抛掷、撞击、脚踩等损坏模板的行为。拆模时下方不能有人，拆模区应设置警戒线，以防有人误入被砸伤。拆除的模板向下运送传递，要上下呼应，不能采取猛撬，以致大片塌落的方法拆除。已经活动的模板，必须一次连续拆除完方可停歇，以免落下伤人。拆除时必须设置拆除工作平台，或架子。拆除模板时应有专人负责看护指挥，并有相应的安全防护措施，拆除后的模板立即组织人员进行清理，涂刷隔离剂并按类别规格编号堆放整齐。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案5.10附属工程5.10.1沉降缝及施工缝施工沉降缝的施工，按设计施工图位置施作，做到两端竖直、平整，上下贯通形成闭合环，沉降缝的填塞符合设计及规范要求。要做到使缝两边的构造物能自由沉降，又能严密防止水分渗漏，沉降缝正截面缝宽2cm，沉降缝处设计防水材料采用聚苯乙烯硬质泡沫板，填塞物采用沥青木板。施工缝接缝处应加强设置分布钢筋，施工接缝以上1.0m，以下0.5m范围内应加强双筋。5.10.2防水层施工（1）防水层的组成①框架桥顶面：M10水泥砂浆三角找平层+粘结剂+防水卷材+保护层（C40纤维混凝土）；②侧墙：单组分聚氨脂防水涂料+20cm不渗水土壤+通常保护层。（2）防水层施工工艺①砼基层表面处理为保证防水层的铺设质量和节省防水材料，施工前应对基层面层进行验收。基层表面应平整、均匀一致，期平整度用1m长的直尺检查，空隙不大于3mm，空隙只允许平缓变化。基层及涂刷防水材料进行封边的部位应坚实，干燥清洁、平整、无尖锐异物等。对蜂窝麻面做填补前，应清除蜂窝、麻面中的松散层、浮渣、浮灰、油污等，并使之湿润。蜂窝麻面应用水泥砂浆填不平整。对蜂窝、麻面的填补，均应在水泥砂浆、水泥浆中添加适量水溶性胶以增强水泥砂浆水泥净浆与基底的连接。②防水卷材的铺贴砼基层表面处理完毕并验收合格后，方可涂刷基层粘结剂，铺设防水卷材。基层粘结剂涂刷前要求基层干燥，涂刷应均匀，不露底面、不堆积，待处理剂达到干燥度方可进行防水卷材施工。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案铺设前备好防水卷材、粘结剂、圆形防水涂料拌合桶、220V电源、手枪式搅拌器、量具、刮板等。防水卷材纵向宜整幅铺设，当防水卷材进行搭接时，若需要横向搭接，纵向搭接接头应错开。纵、横向搭接宽度不得小于80mm，防水涂料涂刷厚度为1.5mm，前后两次的涂层应接好茬。较低的一幅防水卷材粘贴完毕后，方可铺贴另一幅，涂刷防水涂料时应与此前涂层衔接好。铺贴时应用刮板将防水卷材推压平整，并使防水卷材的边缘和搭接处无翘起，其他部分无空鼓。防水卷材通过粘贴剂粘贴后，防水卷材与混凝土要粘贴良好，无脱离、缝隙、裂缝。③单组分聚氨脂防水涂料的涂刷涂刷防水涂料基层应干燥。基层干燥的鉴别方法，一般可凭经验、肉眼观察，也可用1m见方的塑料布覆盖其上，利用阳光辐射2~3小时后，观察是否出现水汽，若无水汽出现可视为干燥。防水涂料应按产品说明书进行配比，防水涂料应搅拌均匀，每次搅拌以30kg为宜，搅拌时间约3～5分钟，砂粒径2～4mm为宜。涂刷时应分两次进行，以防止气泡存于涂膜内。第一次使用平板在基面上刮涂一层厚度0.2mm左右的涂膜，1～2小时内使用金属锯齿进行二次涂刮，涂刮后应随机喷洒一层。序号项目允许偏差（mm）检验方法1表面平整度31m直尺检查2卷材搭接长度-10尺量检查防水涂料的涂刷应从箱顶向另一端涂刷，涂刷宽度应与不渗水土壤宽度相对应。涂刷应均匀，涂刷厚度不得小于2.0mm。防水层的允许偏差和检验方法见下表：防水层允许偏差和检验方法④保护层施工防水层敷设完毕24小时后，方可进行保护层的施工。框构顶面采用C40纤维砼保护层。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案纤维混凝土应采用强制搅拌，将石子、砂子、水泥、倒入搅拌机中预混1分钟，然后加水，减水剂及纸袋包好的纤维网，混合3～5分钟，均匀即可。将混合均匀的纤维网混凝土均匀铺在桥涵结构的防水层上，用平板振捣器捣实，在拉动平板振捣器时速度应尽量缓慢，是纤维网混凝土的振捣时间达到20s左右，直到可见的空洞为止。纤维混凝土面层做好后，应采取必要的保水养护措施，避免快速失水，冬季施工应加入防冻剂。。纤维混凝土保护层指标要求序号项目指标要求1抗压强度≥23MPa2劈拉强度≥4.5MPa3抗斩强度≥6.0MPa4抗渗标号≥125.10.3出入口及附属工程框构施工完成后，方可进行基坑回填，回填采用A组填料，分层摊铺碾压，框构与路堤缺口填土必须按照路基施工专用图施工。出入口护墙、帽石砼采用木模现浇，钢管架支撑加固，砼浇筑完毕后及时覆盖，洒水养护。施工完毕后，出入口护墙范围内设50cm厚M10浆砌片石和20cm厚碎石垫层，若框架桥结构修筑完成后本道路仍未施工，则回填土至原地面以免积水。路基两侧设M10浆砌片石检查台阶，砌筑时，由边坡坡脚处向上砌筑。砌块间要砂浆饱满，粘结牢固，不得干接触，形成干缝、瞎缝。露出地面部分及台阶面均应用M10水泥砂浆抹面。5.11沉降观测5.11.1沉降观测点设置每孔设置8个观测标，分别设在每孔两侧边墙上，位置为进、出口及左右线中心顶板以下0.5m处。5.11.2沉降观测频次框构施工完成后，应系统观测框构的沉降。其沉降的观测精度为±1mm，读数取位至0.1mm。观测周期按照荷载变化前后各1次或1次/周。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案5.11.3沉降变形观测中的注意事项（1）水准点使用时应作稳定性检验，并以稳定或相对稳定的点作为沉降变形的参考点，并有一定数量稳固可靠的点以资校核。（2）每次观测前对所使用的仪器和设备应进行检验校正，并保留检验记录。（3）每次沉降变形观测应符合下列要求：①严格按照水准测量规范的要求测量，首次测量应进行往返观测，并取观测结果的中数，经严密平差处理后的高程值，作为变形量的初始值。③为了将观测中的系统误差减到最小达到提高精度的目的，各次观测应使用同一台仪器和设备，前后视观测最好用同一水准尺，必须按照固定的观测路线和观测方法进行，观测路线必须形成附合或闭合路线，使用固定的工作基点对应沉降变形观测点进行观测。实行“五固定”即“固定水准基点、工作基点、固定人、固定测量仪器、固定监测环境、固定测量路线和方法”，以提高准确性。④观测时要避免阳光直射，且在基本相同的环境和观测条件下工作。⑤成像清晰、稳定时再读数。⑥随时观测，随时检核计算，观测时要一次完成，中途不中断。（4）测段观测完成后，必须及时整理观测数据，并保证观测数据的真实性为后续评估工作提供可靠的数据。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案6、进度及资源计划6.1进度计划本框架桥预计开工时间为13年9月25日，具体以监理工程师签发的开工令为准。序号施工部位施工日期工作日1基坑工程2013-9-25～2013-10-10152基础砼垫层2013-10-11～2013-10-1433底板施工（含底板以上0.5m）2013-10-16～2013-11-20354边墙及顶板施工2013-11-23～2013-01-10475附属工程2014-01-10～2013-01-28186.2人力资源计划序号职务或工种人数备注1生产经理1主要负责项目施工的组织协调等工作2技术主管1负责技术管理及技术总结（工程部）3技术员2主要从事现场技术及施工管理和技术资料收集整理（工程部）4工长2负责现场施工组织安排及机械和劳动力的调配5质检工程师1负责质量管理、质量监督等（质检部）6质检员1负责质量督促检查、验收（质检部）7试验工程师1负责试验管理、试验监督等（试验室）8试验员2负责原材料检验、现场坍落度检测等（试验室）9安全工程师1负责安全管理、安全监督，组织安全培训等（劳安部）10安全员2负责监督检查施工安全和文明施工（劳安部）11测量工程师1负责测量管理等（测量组）12测量员5负责所有测量放线、收集整理测量资料等（测量组）13起重工5负责现场吊装作业（起重组）14物资采购、仓管2负责材料采购，收发等工作（物资部）15设备管理人员1负责机械设备的调配、管理等工作（设备部）16砼工36混凝土浇筑及附加工作（砼班组）17钢筋组组长4负责钢筋质量管理等（钢筋组）18钢筋工12后场钢筋下料、转运等（钢筋组）19钢筋工30负责现场钢筋绑扎、安装等（钢筋组）20模板工30负责现场模板安装、拆除等（木工组）-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案21电焊工36负责焊接工作22电工4电气操作、线路维护检查（设备部）23设备操作人员170机械、车辆驾驶等（设备部）24机修人员4负责设备维护等（设备部）25外协人员4负责现场协调工作26支架工30负责支架操作平台搭设、拆除6.3机械设备计划序号名称型号规格单位数量性能1电焊机BX1-50025KW台6良好2钢筋弯曲机WJ-4040mm台2良好3钢筋切断机QJ-4040mm台2良好4钢筋调直机GTJ-1414mm台2良好5抽水机100D-16X11kw台4良好6钢筋对焊机台1良好7混凝土运输车10m3台6良好8挖掘机01.3m3台2良好9吊车T2520t台2良好10洒水车8t辆1良好11装载机ZL50台1良好12自卸汽车现代15t台1良好13插入式振动器50型2.2kw个5良好14压路机YZ26台2良好15泵车47m臂长台1良好10发电机200KW台1良好20全站仪徕卡台2良好22水准仪徕卡台2良好6.4主要材料计划部位工程项目单位数量主体工程挖方土方m319798现浇钢筋砼箱身箱体顶面积m21093C35抗侵蚀钢筋混凝土（H1)m34303.5HRB400钢筋kg874820.4钝角加强HRB400钢筋kg13298.5C30混凝土垫层（H1)m3223.3-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案附属工程出入口护墙C35抗侵蚀混凝土墙身（H1)m3514.6C35抗侵蚀混凝土基础（H1)m3434.3C30混凝土帽石（H1)m38.1M10浆砌片石m3438.5碎石垫层m3175.6防水层顶面甲种防水层面积m21209.3M10水泥砂浆找平层m3124.6C40纤维混凝土保护层m343.7侧面丙种防水层面积m21139.5聚氨酯涂料/不渗水土壤m2/m31139.5/227.9沉降缝M10水泥砂浆m30.4聚苯乙烯硬质泡沫板m2191.1沥青木板m2125.2护墙排水反滤层m381.5PVC泄水管d=10cmm319.2基础加固换填级配碎石掺3%水泥m32712.5检查台阶M10浆砌片石m311.1防抛网刚性防护网m162.5栏杆钢料kg3846C30混凝土（H1)m311挡渣墙HPB300钢筋kg729.6HRB400钢筋kg1752.6C30混凝土（H1)m310.6桥面排水θ10PVC管m56C30混凝土排水沟m391.1回填A组填料m31782.2土方m32424综合接地端子套6环保工程土方m319798M10水泥砂浆m31583.8用地亩14.87、质量安全文明环保措施7.1质量保证措施7.1.1质量管理办法为确保工程质量，从原材料到产品交付的全过程受控，项目部建立工程质量保证体系，确保按照合同要求，向业主交付质量优良，服务周到顾客满意的工程。项目部确保工程质量保证体系正常运行，保证做到“横向到边，纵向到底，控制有效”，保证服从监理，业主的管理。成立质量管理机构，严格执行施工规范，监理工程师指令等有关规定。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案结合本工程特点，编制切实可行的施工组织设计，对关键工序编制详细的施工实施细则和作业指导书。加强与业主、监理、设计单位的联系与沟通，及时解决关键部位的技术难题。加强项目部全体员工的质量教育与培训，不断提高员工的质量意识，加强技术、技能学习，提高质量管理水平，确保工程质量。配合监理工程师做好中间工序检验与验收，并做好记录和签证。7.1.2关键工序质保措施（1）基坑开挖质量保证措施①基槽底原状土承载力须达到要求，因此，尽量不扰动，严格控制基底高程，严禁超挖。机械开挖至设计沟槽基底标高以上20～30cm即可，余下部分由人工开挖清底检平，以免超挖和扰动基底原状土层，破坏基底。（2）控制方法①水准仪测定高程，并要求与水准点闭合；②强自查、自检，未取得监理工程师确认不得进入下工序工作。③加强原材料质量控制，无合格证书不得使用。④槽开挖后地基验槽，要求地基承载力满足设计要。（2）沟槽回填质量保证措施根据设计结合施工规范，必须确保管道沟槽土方回填质量，施工中应注意的控制点及控制方法。①沟槽回填前，基底不允许带水作业和存在淤泥，耕作土、草树根之类有机物。故要求控制填料加强检查力度。②框架施工完成后分层回填压实。（3）钢筋施工框架桥施工中，钢筋工作量较大，严格控制钢筋的下料及绑扎，确保混凝土的保护层厚度，避免砼表面出现露筋、锈斑及钢筋纹路。特别是端部钢筋骨架，施工时严格按设计图纸进行放大样，周全考虑各种因素（包括斜坡、超高等标高影响），保证骨架安放正确。工程用的预埋件应严格按设计要求进行加工、埋设。施工用的预埋件，应将其表面嵌入砼内，并注意防锈，使用完成后进行修饰。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案（4）模板施工模板安装前，应仔细检查其表面是否干净。模板的安装严格按设计要求的顺序进行，对安装到位的模板固定应牢靠，避免混凝土浇注过程中模板移位。可能避免在模板附近进行焊接作业，若必须焊接时，在模板方向用薄铁皮作保护，确保焊渣不溅落到模板上。模板安装完成后，对其平面位置、顶部标高、接缝严密、节点联接及纵横向稳定性进行检查验收。模板安装时，确保模板在使用期间的变形不影响混凝土外形尺寸及平整度。模板间的接缝要严密、不漏浆，保证结构物外露面光洁，线条流畅。模板在混凝土强度能保证其表面及棱角不致因拆摸而受损坏时进行拆除(拆除前先对试件作抗压试验)。对拆下的模板及时检查、修复，并堆码整齐。（5）混凝土质量保证措施①混凝土原材料质量控制对商品砼站的粉料、砂石料、外加剂等材料，定时抽检，防止不合格材料使用于本工程中。②混凝土生产质量控制定期校核商品砼站计量系统，防止投料偏差过大。试验室根据浇筑令时间，提前检测砂石料含水率，据此及时微调施工配合比。规范投料顺序，确保搅拌时间满足要求，以保证混凝土工作性能满足前场浇筑的泵送要求。混凝土采用罐车运输，运输过程中低速旋转罐体，进行二次搅拌。③混凝土浇筑质量控制：按施工方案要求进行分区、分层布料和振捣，振捣质量满足要求。控制浇筑速度，防止爆模。清除顶部浮浆层，严格控制浇筑顶标高。加强混凝土养生工作，避免干湿交替，混凝土养生时间符合规范要求。④混凝土成品保护模板拆除时，避免对混凝土的损伤。模板拆除后，及时回填基坑。后续施工作业过程中防止对成品混凝土的损伤。7.2安全保证措施7.2.1施工前防护安全-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案建立以项目经理为首的安全保障体系，成立安全组织机构，确定项目经理安全责任人。按照国家规定建立健全各级安全管理机构和设立专职或兼职安全员，定期进行安全培训，要求施工人员对本工种的安全技术措施操作规程熟悉并且掌握。施工前要求对施工现场、机具设备、安全防护设施及劳动保护用具等，进行全面检查，确认符合安全要求后方可施工。施工人员须正确穿戴好劳动防护用品后方可进入施工现场进行作业。7.2.2基坑开挖安全（1）控制好人员、机械，确保开挖工序的稳步进行，做好测量放线，控制好边坡的稳定，由专职安全员组织人员及时检查安全情况，边坡稳定情况并及时上报检测数据。（2）土方开挖前要探明地下管网，防止发生意外事故。（3）了解天气情况，特别是大雨天气，提前做好预防工作。（4）在施工前切实清理好基坑壁上浮土，并对基坑上口周边土层进行检查，作好标记，昼夜巡查，发现问题及时组织处理，消除隐患。（5）基坑上口边1m范围内不允许堆土、堆料和停放机具。（6）基坑外施工人员不得向坑内乱扔杂物，向基坑下传递工具时要接稳后再松手。（7）坑下人员休息要远离基坑边及放坡处，以防不慎。（8）施工机械一切服从指挥，人员尽量远离施工机械，如有必要，先通知操作人员，待回应后方可接近。（9）机械前后行走时必须看清楚前后方是否有人或障碍物，机械回转时必须看清楚360°回转半径内是否有车辆和行人。（10）在施工中如发现局部边坡位移较大，须立即停止开挖，做好加固措施，待稳定后继续开挖。（11）开挖时，如出现基坑壁渗水应立即停止开挖，及时增设井点处理。（12）基坑上口周边地面的排水处理。基坑上口地面排水一律外排，用粘土或水泥砂浆砌砖等方法：必要时用彩条雨布，防止基坑壁再受冲刷和坍塌。（13）坑边不得有常流水，防止渗水进入基坑及冲刷边坡，降低边坡稳定。（14）开挖过程中严禁挖斗等机械设备碰撞支护设施。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案（15）在基坑开挖期间，设专人检查基坑稳定，发现问题及时能报有关施工负责人员，便于及时处理。（16）在距离基坑边1.0m周围用ф48×3.5mm脚手管设置防护栏杆，立杆间距2.0m，高出自然地坪1.20m，埋深0.80m，在立杆的上、下端及中间位置各加一道水平杆，外面用密目安全立网封闭，并设立警示标牌。7.2.3临时支架安全场地的拉线、架线和搭架子工作必须由持有特殊工种操作证的工人进行操作。现场用电要执行《现场临时用电安全规定》，以免造成用电伤亡事故。脚手架搭建要稳固，按规定设斜支撑和剪刀撑，以保证不发生架子坍塌伤亡事故。7.2.4施工用电安全(1)施工现场配电必须设置保护接零系统，实行三相五线制，杜绝疏漏。所有接零接地处必须保证可靠的电气连接。保护线PE必须采用绿/黄双色线。严格与相线、工作零线相区别，严禁混用。(2)设置总配电箱，门向外开，配锁。(3)配电箱、开关箱应有防雨措施，安装位置周围不得有杂物，便于操作。(4)由总配电箱引至工地各分配电箱电源回路，采用BV铜芯导线架空或套钢管埋地敷设。(5)用电设备与开关箱间距不大于3M，与配电箱间距不大于30M，开关箱漏电保护器的额定漏电动作电流应选用30mA，额定漏电动作时间应小于0.1秒，水泵及特别潮湿场所，漏电动作电流应选用15mA。(6)配电箱、开关箱应统一编号，喷上危险标志和施工单位名称。(7)作防雷接地的电气设备，必须同时作重复接地，同一台电气设备的重复接地与防雷接地可使用并联于基础防雷接地网，所有接地电阻值≤4Ω。(8)保护零线不得装设开关或熔断器,保护零线的截面应不小于工作零线的截面。同时必须满足机械强度要求。(9)每台用电设备应有各自专用的开关箱，必须实行“一机、一闸、一漏、一箱”制（含插座）。(10)-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案配电箱、开关箱的进线和出线口应设在箱体的下底面，严禁设在箱体的上顶面、侧面、后面或门处。移动式配电箱的进、出线必须采用橡胶套绝缘电缆。(11)所有配电箱门应配锁、配电箱和开关箱应由现场电工专人管理。(12)所有配电箱、开关箱应每天检查一次，维修人员必须是专业电工，检查维修时必须按规定穿戴绝缘鞋、手套，必须使用电工绝缘工具。(13)手持式电动工具的外壳、手柄、负荷线，插头开关等，必须完好无损，使用前必须作空载检查，运转正常方可使用。(14)潜水泵的负荷线必须采用YHS型防水橡皮护套电缆，不得承受任何外力。(15)在潮湿和易触及带电体场所的照明电源不得大于24伏，在特别潮湿的场所，导电良好的地面工作的电源电压不得大于12伏。(16)使用行灯的电源电压不超过36伏，灯体与手柄应坚固，灯头无开关，灯泡外部有保护网。7.2.5施工测量放样工作安全(1)工作时应注意安全，注意周围环境，避免发生人身安全事故。(2)测量仪器要架设稳定后再进行测量，避免发生测量仪器损坏的安全事故。(3)所有测量仪器均需专人看管，小心安放，避免发生坠物打击安全事故。7.2.6起重安全(1)起重用工索具严格按相关规范要求取用安全系数，保证其使用安全。(2)使用前对工索具进行检查，对不符合要求的严禁使用。(3)在起吊中应严格执行安全操作规程，指挥起吊时，信号必须统一，手势明显，哨音清晰。(4)起吊物品时，扒杆与被吊物下严禁站人，对违反操作规定和不安全的作业及时加以纠正或制止。(5）严格执行起重作业“十不吊”规范要求。7.2.7钢筋加工、安装施工安全(1)进场钢筋应分类堆放整齐，不得阻碍交通。(2)电气焊作业人员必须持证上岗，并按《电气焊工岗位安全标准》进行操作。(3)-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案钢筋转移、吊运必须使用合格钢丝绳、双绳两点吊运，禁止单绳、单点起吊。绑扎钢筋前必须焊牢架立筋和支撑筋。(4)钢筋的吊装作业时应遵守相关安全规定，工程技术部应编制单项施工方案及安全技术措施，并向参加钢筋吊装施工人员进行安全技术交底。7.2.8模板安装施工安全(1)模板吊装作业前必须检查吊装设备液压系统是否可以正常运行。施工过程中，液压设备应由专人操作，并应经常维护，发现问题及时处理。(2)吊装作业使用的吊装设备，如：卡环、吊耳、钢丝绳等，应随时检查，及时更换。(3)模板吊装作业时应遵守“高处作业”的安全规定。7.2.9混凝土浇注施工安全(1)模板支撑的稳定情况要设专人进行监控，运行不正常时立即停止混凝土浇筑工作，等安全隐患排除后继续施工。(2)吊机操作人员应及时检查吊机钢丝以及其他有关安全因素，做到吊机的稳定度和安全操作度。(3)混凝土灌注工作前，施工人员首先应做好准备工作，对工作平台进行检查，同时对施工现场场地进行处理，以便混凝土车能够顺利驶进施工场地。(4)混凝土灌注过程中，施工人员不仅要严格控制混凝土灌注速度，同时要注意灌注过程中外力安全因素。7.3文明施工和环保措施7.3.1文明施工措施(1)项目部文明施工领导小组定期进行文明生产大检查，发现有碍文明施工的现象及时处理，对不规范的施工行为予以纠正。(2)施工过程中对区域内既有构筑物注意避免大型机械对其产生碰撞；对施工区域内的既有管线注意保护，杜绝野蛮施工。(3)各种施工材料定点分区分类堆码整齐，各种标识牌清楚明了，特别是摆放在加工车间和现场的半成品材料、构件决不可乱堆乱放，影响美观。(4)施工作业人员统一着装，佩戴工作牌，工作牌上注明工种、姓名。(5)对施工现场设置标识标牌，做到明显、清晰、规范。(6)-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案施工机械的摆放应按照施工总平面布置图规定的位置，不得任意停放。机械操作人员必须建立人机合一责任制，持证上岗，严禁无证操作。(7)施工现场各种临时设施按业主指定的地点建设，必须要与周围环境协调，做到经济、美观、实用，施工区域有醒目的安全警示标志，做到明显、清晰、规范。(8)钢筋加工生产区设置合理的排水系统，防止场内积水。(9)各种施工工具不用时应放入工具箱或工具房，不得随意摆在施工现场。(10)施工现场基坑开挖泥土应及时清理应及时清理，保持施工场地整洁。(11)施工现场道路畅通，排水设施处于良好的使用状态，防止粉尘和噪音。(12)施工现场用电线路、用电设施的安装和使用，必须符合国家规范和用电安全操作规程。。(13)钢筋端头丝口胶盖应收集在一起，不得乱丢。(14)基坑周围设立防护措施（防护栏杆采用φ48钢管硬防护，竖杆间距2.5m，高度地面以上1.2m，地面以下0.8m，横杆三道，扣件连接，横杆间距0.6m。沿池周边埋设，距池边1.0m位置，内衬安全立网封底防护）、明显的安全警示标识。防护栏周围设置1盏红灯，夜间开启。(15)砼浇注过程中,应对浇注作业范围内场地进行及时冲洗,浇注完后应对浇注工具清洗。7.3.2环境保护措施（1）严禁在施工现场排放有毒烟尘和气体，不得在施工现场焚烧各类废弃物。（2）施工现场的土方应集中堆放，裸露的场地和集中堆放的土方应用遮阳布覆盖。禁止在道路上堆放或转运扬尘的材料。施工过程中，易产生扬尘的工序必须采取降尘措施，施工现场的浮土必须及时湿水清扫。（3）从事运载材料、垃圾、渣土、废浆的车辆，必须符合市政环卫部门的有关要求并经市政环卫部门批准，方可使用。驶出施工现场的运输车辆，必须冲洗干净，严禁带泥上路；运送各种材料、垃圾、渣土、废浆等的车辆必须有遮盖和防护措施，防止材料、垃圾、渣土、废浆等洒落和流溢，否则，不允许驶出施工现场。-33-中交二航局第二工程有限公司
南充化工园铁路专项项目经理部DK21+936.56段2-16x7.0米钢筋混凝土框架桥施工专项方案（4）专人负责车辆冲洗及道路、场地清扫，冲洗配置1台洒水车，对施工现场不定时洒水润湿。（5）基坑泥料不得随意排放、外溅、泄漏，即使进行清理。（6）对使用的工程机械和运输车辆安装消声器并加强维修保养，降低噪音。机械车辆途径居住场所时应减速行，不鸣喇叭。（7）合理安排施工作业时间，尽量降低夜间车辆出入频率，夜间施工不得安排噪声音很大的机械。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!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&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