中铁二十一局大连铁路枢纽sn2标明洞施工方案

'明洞施工方案中铁二十一局大连铁路枢纽SN2标目录1.编制依据42.编制原则43.工程概况43.1地形地貌43.2工程地质53.3水文地质特征53.4工程地质条件53.5气象资料54.施工总体方案65.施工总体安排65.1设备配备、材料供应65.2施工工期75.3施工现场平面布置76.具体施工方法及工艺96.1施工测量96.2明洞开挖工程106.3洞口支护116.4防排水设施施工136.5结构砼施工136.6水沟、电缆槽及其盖板156.7施工降尘156.8洞内管线布置166.9施工监控量测177.安全目标、安全保证体系及措施207.1安全目标2045 明洞施工方案中铁二十一局大连铁路枢纽SN2标7.2安全保证体系207.3安全保证措施247.4用电安全268.环保、水土保持措施.278.1自然环境保护措施278.2水环境保护措施278.3固体废弃物的处理278.4大气环境污染、粉尘污染和噪音污染防治措施288.5水土保持的方案和措施289.工程质量保证措施299.1质量保证体系299.2质量保证体系及说明309.3自检体系329.4工程质量保证措施3210.明洞冬期施工方案3310.1冬期施工原则3310.2冬期施工准备3310.3混凝土冬期施工3310.4冬期施工安全管理3511.工期保证措施3511.1建立严密的工期保证组织机构3511.2加强工期进度计划的制定及贯彻落实3611.4加强组织管理及进度动态监测3711.5减少冬季、雨季、夜间施工对工期影响的保证措施3911.6意外情况下保证工期的措施3912.明洞各种应急预案3912.1明洞塌方应急预案4045 明洞施工方案中铁二十一局大连铁路枢纽SN2标12.2明洞的防灾、减灾和救灾措施4013.文明施工4213.1文明施工管理办法4213.2文明施工保证措施4345 明洞施工方案中铁二十一局大连铁路枢纽SN2标明洞施工方案1.编制依据东黄路、二广联明洞设计图；东黄路、二广联明洞工程施工总承包招投标文件；国家、铁道部、交通部现行施工规范、规程、质量验收标准及工程建设标准强制性条文，铁路工程施工定额；国家、铁道部、建设单位及地方政府有关安全、环境保护、水土保持的规定、规则、条例；我单位拥有的科技工法成果和现有的企业管理水平、劳力设备技术能力，以及长期从事铁路施工所积累的丰富的施工经验。2.编制原则严格遵守国家、铁道部施工技术规范、规程、验收等技术标准；全面响应招标文件和设计图纸要求；确保施工工期；争创行业一流，建造优质工程；坚持文明施工，注重环境保护和水土保持；力求施工方案的适用性、先进性相结合；3.工程概况3.1地形地貌东黄路明洞位于大连市金州区葛麻村，地貌单元为剥蚀残丘，植被较密，地势起伏略大，地面高程在90-99.85m之间。局部覆盖薄层第四系黏性土。进出口处坡度较缓。明洞范围内局部表覆薄层第四系全新统坡洪积层粉质粘土；下伏太古界（Ar）片麻岩。东黄路明洞起讫里程DIK53+540~DIK53+640，全长100m，为单洞双线明洞。位于半径为4000m的左偏曲线上；明洞内纵坡为单面坡，为5.8‰的下坡。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标二广联明洞位于丘陵地貌，植被较密，为果树园区，表层覆盖薄层种植土，最大埋深约9.6m。工区分布太古界（Ar）片麻岩。二广联明洞起讫里程DIK45+520~DIK45+750，全长230m，为单洞双线明洞。位于半径为4000m的右偏曲线上；明洞内纵坡为单面坡，为5.8‰的上坡。3.2工程地质3.2.1工程地质特征根据区域地质资料，该区大地构造位置上属中朝准地台，位于辽东台隆和华北断坳两个二级构造单元的交接部位；区内主要构造有东西向构造和东北-北北东向构造，局部有北西向构造，区内影响较大的断裂主要为金州断裂带，金州大断裂带形成于印支期，燕山期活动强烈，属压-压剪性，西盘为上元古界、古生界，东盘为“鞍山群”，挤压破碎带发育。明洞位于该断裂区的东盘，由下而上分为城子坦和董家沟组，是一套以云母质和角闪质交替出现的变质岩石。经地质调查及钻探揭露，未发现断裂构造。3.3水文地质特征明洞范围内地表水主要为水沟及季节性灌溉流水。地下水位基岩裂隙水，赋存于基岩风化裂隙及构造裂隙中，地下水主要由大气降水补给。地表水及地下水均不具侵蚀性。3.4工程地质条件东黄路明洞洞身围岩分级表起讫里程围岩分级长度（m）DIK53+540DIK53+640Ⅴ100二广联明洞洞身围岩分级表起讫里程围岩分级长度（m）DIK45+520DIK45+750Ⅴ2303.5气象资料45 明洞施工方案中铁二十一局大连铁路枢纽SN2标根据GB18306-2001《中国地震动参数区划图》，本区地震动峰值加速度0.15g，地震基本烈度Ⅶ度，明洞区内土壤最大冻结深度为0.93m。4.施工总体方案本施工段明洞采用明挖法施工，施工前对洞顶影响的既有道路进行临时改移，改移道路设计详见相关专业图纸。待明洞施工完毕并达到设计强度后，按公路工程相关设计及技术标准进行恢复。5.施工总体安排5.1设备配备、材料供应5.1.1设备配备根据工程需要，合理调配机械设备，具体机械设备见下表施工机械、设备一览表序号机械设备名称规格及型号数量技术状况1装载机ZL-50F2良好2挖掘机日立－2001良好3载重汽车东风5T4良好4电动水冷式空压机L3.5-20/7-13良好5内燃空压机VF-13/73良好6柴油发电机17H2-200-41良好7凿岩机YT-2810新购8砼输送泵HBT60B-16131新购9轴流通风机SDDY－1N08A1新购10电焊机BX1-3153新购11抽水机QD6-60/3-1.53新购12砂轮机重型350型1新购13型材切割机JG-400A1新购14钢筋切断机GQ－401良好15客货两用车五十铃1良好16全站仪FALDY-Zf21新购45 明洞施工方案中铁二十一局大连铁路枢纽SN2标17水准仪DSZ21新购18明洞收敛仪JSS30A1新购19双缸压浆机2NB6-321新购20整体液压台车12m1新购5.1.2材料供应现场施工需要的材料，水泥、钢材、砂石料根据现场的实际情况在本地购买。防水材料由甲方提供。各种材料必须有出厂合格证和相应检测报告方可进场，进场后由队试验员送项目部试验室自检，监理抽检合格后方可用于工程施工。5.2施工工期根据投入的施工资源及以往类似工程的施工经验,东黄路明洞拟定于2013年8月1日开工,2013年11月20日竣工,施工日历天111天,工程项目初步施工进度计划如下:(1)施工准备及临时工程:2013年8月1日～2013年8月15日(2)明洞开挖:2013年8月15日～2013年10月10日(3)明洞衬砌:2013年8月15日～2013年10月15日(4)附属工程：2013年10月16日～2013年11月5日(5)收尾：2013年11月5日～2013年11月20日根据投入的施工资源及以往类似工程的施工经验,二广联明洞拟定于2013年8月1日同时开工,2013年12月20日竣工,施工日历天141天,工程项目初步施工进度计划如下:(6)工准备及临时工程:2013年8月1日～2013年8月15日(7)明洞开挖:2013年8月15日～2013年11月10日(8)明洞衬砌:2013年8月15日～2013年11月15日(9)附属工程：2013年11月15日～2013年12月5日（10）收尾：2013年12月5日～2013年12月20日5.3施工现场平面布置⑴施工便道45 明洞施工方案中铁二十一局大连铁路枢纽SN2标由201国道进入东黄路，再由现有道路和新建的主便道修至该明洞进口。⑵风、水、电供应①工供风东黄路明洞进口配2台L3.5-20/7-1电动水冷式空压机,2台VF-13/7内燃空压机。②施工用水施工用水为施工队伍在当地钻井取用地下水。③施工用电明洞进口配备1台600KW的变压器（10KV变380V）来供电，同时配备1台250KVA的发电机，以备在电网停电及其它情况下应急使用。明洞洞内动力电压采用380V，照明采用220V和36V两种。明洞成洞和开挖成型地段采用220V、250W的高压钠灯照明，布设间距50米，开挖工作面和需要移动照明的地方采用36V的矿用镍钨灯。⑶明洞弃碴本明洞出碴量共计约8.8万方。⑷生产及生活房屋生产及生活房屋布置本着科学合理的原则进行，布置的内容为：办公、生活临时房屋、试验室、洞口值班室、配电室、压风机房、机修房、材料加工厂、水泥库、泵站、砂石料场、砼拌和站、钢筋加工场、机械停放场、污水处理池等。生活生产房屋均采用37砖墙房，作业队分区修建，绿化区域符合有关要求。明洞队主要生产、生活房屋一览表序号用途单位占地面积备注1办公、生活用房㎡72837砖墙石棉瓦房顶45 明洞施工方案中铁二十一局大连铁路枢纽SN2标2洞口值班室㎡3037砖墙石棉瓦房顶3配电室㎡3037砖墙石棉瓦房顶4压风机房㎡5637砖墙楼板房顶5机修房㎡60棚式结构6水泥库㎡24037砖墙石棉瓦房顶7材料加工场㎡160棚式结构⑸砼供应明洞混凝土由拌合站集中拌合，由罐车运输至现场。⑹通讯设施为保证施工指挥顺畅，现场管理人员配备移动电话并向当地电信部门申请，全管段拉通通讯线路，保持和业主及外界联系畅通。在工地及掌子面安装对讲机及有线电话，保持和洞外值班室及时联系。⑺环保设施为保证环保目标的实现，在现场设垃圾场、污水处理站、厕所。垃圾场设在远离生活区的地方，按可分解与不可分解分类堆放，可分解的就地处理，不可分解的运输车送至专业垃圾处理厂处理。⑻报警消防设施衬砌施工后，洞内随时都可能会出现各种险情，因此在洞内设报警系统，洞外设警报及警铃，以及时了解洞内险情，采取相应对策，并配备灭火器。⑼火工品炸药、雷管库按当地公安部门要求布置，要有专人看守、登记记录，人库住区分离，要有防潮设施。6.具体施工方法及工艺6.1施工测量⑴交接桩及复测项目45 明洞施工方案中铁二十一局大连铁路枢纽SN2标部组织技术人员、精测班对设计单位的测量成果进行交接，包括现场桩撅的点交和测量成果资料的交接，注意相临标段的搭接，并进行同等精度的复测。复测成果上报监理工程师。⑵洞外控制测量位于明洞范围内的平面控制桩和水准点，采用符合导线，符合四等导线控制测量的精度要求。导线全长相对误差Fd/∑s=1/24500＞1/20000，测设采用FALDY-Zf2全站仪。水准采用DSZ2水准仪进行测量，对数据进行平差计算，从而取得洞口基准点、基准线成果。⑶洞内控制测量及洞内施工放样洞内测量是洞外控制点向洞内导线点的引测，主要内容为施工中线测量，水准测量及施工放样。洞内控制点的布设采用沿线路方向布设。布设导线时，尽量使导线靠近两洞口连线，以减少测距误差影响；以减少导线点的个数，增加检核条件。要尽量减少导线转折点的数量。为了提高测角精度，维护边、角等权观测的原则，使平差计算简单化，相邻导线边的长度不宜相差悬殊。6.2明洞开挖工程(1)测量放样：场地满足洞口施工要求后，及时组织测量放样，按设计断面尺寸、坡比准确定出开挖边线、开挖深度、洞口位置，放出边仰坡及天沟、截水沟位置。(2)洞口排水：洞为截排洞顶仰坡外地表水，使仰坡不受冲刷，结合既有明洞在洞顶坡面设一道环形截水沟。洞口土石方开挖后，地面排水沟按照设计要求分段进行施工，在施工前，先按不同的排水方式进行测量放样，对照地形与排水设计图纸逐桩核对，若发现水流不畅，则做适当调整。砌筑严格按施工规范、检验评定标准和设计要求执行。排水工程在施工中，必须注意与周围排水系统连通，保证路基安全稳定，水流畅通，避免污染农田。(3)土石方开挖：洞口地层为第四系粉质粘土，下伏太古界45 明洞施工方案中铁二十一局大连铁路枢纽SN2标（Ar）片麻岩，施工应尽量避开雨季，采取自上而下，分层开挖，分层高度3～5m，表层土采用挖掘机开挖，以下采用松动爆破法开挖，装载机配合自卸车运碴，洞身采用明挖法进行开挖。(4)边仰坡防护：洞口边仰坡开挖不得采用大爆破，人工配合挖掘机修整边坡达到设计要求，然后对边、仰坡锚喷网防护。(5)洞门施工：该明洞洞门根据进口地形和工程地质条件结合开挖边仰坡的稳定性及洞口排水的需要，本着“早进晚出”的原则，结合实际地形条件控制边仰坡高度，进口洞门定于DIK53＋540，采用双侧挡墙式明洞口，出口洞门定于DIK53＋640，采用双侧挡墙式洞门。洞门基础必须置于稳定的地基上，虚碴、杂物、积水、软泥必须清楚干净。（6）洞口挡墙施工洞口挡墙施工前，先人工配合挖机将挡墙基础开挖至设计高程，如果挖机挖不动，可采用风镐或弱爆破的方式开挖，然后对基底进行轻型动力触探试验，报监理工程师检查合格后，进行模板的安装加固，模板加固完经监理工程师检查合格后进行混凝土浇筑。挡墙身在路基面处及以上部分按设计要求设置10*15cm泄水孔，间距2m，梅花形布置，为防止泄水孔堵塞，在泄水孔背后设置反滤层，并在泄水孔下部设置粘土隔水层。6.3洞口支护该明洞洞口支护采用锚喷网支护，围岩破碎地段采用锚喷网和钢支撑联合支护，支护能迅速控制或限制围岩松弛变形，充分发挥围岩自身承载能力。喷锚支护按先拱部后边墙的顺序实施。支护紧跟开挖及时施作，尽量减少围岩暴露时间，抑制围岩变形，防止围岩松驰剥落。6.3.1锚杆施工明洞初期支护设计用的锚杆为：φ22砂浆锚杆45 明洞施工方案中铁二十一局大连铁路枢纽SN2标。其施工方法如下：钻孔使用锚杆台车或YT-28凿岩机；锚杆预先在洞外按设计要求加工制作，施工时锚杆钻孔位置及孔深必须精确，锚杆要除去油污、铁锈和杂质。按设计要求钻凿锚杆孔眼，达到标准后，用高压风清除孔内岩屑，用注浆泵注浆，然后将加工好的杆体插入孔内，并将锚杆与钢筋网联为整体。砂浆锚杆施工工艺流程见图。布设孔位钻孔清孔注浆砂浆拌制机具调试锚杆入孔锚杆加工安设垫板砂浆锚杆施工工艺框图施工工艺说明:①钻孔：采用锚杆台车或风枪。孔位偏差不大于10mm，孔深偏差不大于50mm，采用“先注浆后安装锚杆”的程序施工，钻头直径大于锚杆直径15mm。②安装：系统锚杆在围岩开挖和初喷混凝土后打设，钻孔时确保孔口岩面平整，使岩面与钻孔方向垂直，局部随机锚杆的孔轴方向与可能滑动面的倾向方向相反，其与滑动面的交角大于45°，间距1.0～1.5m，梅花形布置。锚杆注浆后，在砂浆凝固前，不敲击、碰撞和拉拔。③质量检查：45 明洞施工方案中铁二十一局大连铁路枢纽SN2标注浆密实度试验：选取与现场锚杆直径和长度、锚孔孔径和倾斜度相同的锚杆和塑料管，采用与现场注浆相同的材料和配比拌制的砂浆，并按现场施工相同的注浆工艺进行注浆，养护7天后检查其密实度。④拉拔力试验：每300根锚杆中抽查3根进行拉拔试验。砂浆锚杆养护28天后，安装拉拔设备，逐级加载至锚杆拔出或拉断为止，拉力方向与锚杆轴线一致。6.3.2钢筋网安设支护中的钢筋网采用φ8钢筋网。V级围岩拱墙施做20×20cm的φ8钢筋网。挂钢筋网在系统锚杆施作后安设，钢筋类型及网格间距按设计要求施作。钢筋网搭接长度1～2各网格。钢筋网根据被支护岩面的实际起伏形状铺设，并在初喷砼后进行，钢筋网与锚杆连接，用细铁丝绑扎或点焊在一起，使钢筋网在喷射时不晃动。6.4防排水设施施工明洞的防排水采取“防、排、截、堵结合，因地治宜，综合治理”的原则，采用切实可靠的措施，达到防水可靠、排水畅通的目的。明洞双侧设保温排水沟。环向施工缝采用中埋式橡胶止水带与背贴式橡胶止水带两道防水措施，环向间距按8-12mm一道设计全环设置；纵向施工缝设置中埋式橡胶止水带与混凝土界面剂两道防水措施。变形缝采用背贴式橡胶止水带加中埋式钢边橡胶止水带加止水条防水。明洞衬砌采用全包防水，自粘式防水卷材全环铺设，拱墙外施作20mm厚水泥砂浆保护层后铺设自粘式防水卷材再在防水板外施作40mm厚水泥砂浆保护层后回填。6.5结构砼施工该明洞采用路堑式明洞衬砌，混凝土等级为C35混凝土，衬砌厚度均为110cm。明洞回填采用C20混凝土回填。施工中配备1台1245 明洞施工方案中铁二十一局大连铁路枢纽SN2标m长全断面液压衬砌台车，砼由洞外砼拌合站按配比生产，由砼运输车将砼运送至灌注地点，砼输送泵泵送入模，附着式振动器配合插入式振捣器振捣。根据量测数据分析结果确定施工时间，并合理的安排各工序平行作业。专职测量技术人员校准并经质检工程师和监理工程师检验合格后方可进行模筑混凝土。衬砌工艺流程见下图。中线水平检查施工准备衬砌台车就位净空检查涂脱模剂灌注混凝土脱模养生拌制混凝土混凝土运输泵送入模制作试件衬砌施工作业程序图砼施工注意事项⑴为保证砼具有良好的密实性、耐腐蚀性、耐久性，达到设计要求的抗压、抗渗等指标，在开工前，严格进行砼配合比的选配，确定最优配合比方案。⑵砼从台车两侧对称灌注，保证台车两侧灌注高差不超过1m，砼灌注过程中要注意振捣，防止过捣或漏捣现象出现，保证砼密实，表面光滑，无蜂窝麻面。拱顶灌注时，待砼自挡头板挤出浆来时，稳压持续几分钟，看砼是否灌满，如稳定压力不能再灌入时，说明拱顶已灌满，若稳定压力仍能灌入，则稳压持续到不能灌入为止。⑶砼泵连续运转，输送管宜直，转弯宜缓，接头严密，泵送前润滑管道。灌注结束清理现场，及时检修、保养输送泵和清洗管道，以备下循环使用。⑷砼灌注完成后，按规范要求进行养生。6.6水沟、电缆槽及其盖板45 明洞施工方案中铁二十一局大连铁路枢纽SN2标水沟及电缆槽施工在衬砌完成后进行。水沟及电缆槽施工采用组合模板，立模要严格控制尺寸，标高，确保其净空尺寸符合设计要求。水沟及电缆槽盖板采用预制构件，盖板钢筋数量及加工按设计要求施做。盖板预制要在平整的砼地面上施工，模板按设计尺寸加固成整体模板。盖板铺设要平稳，盖板间间距要符合设计要求并调整在同一直线或曲线上，确保盖板铺设的美观。6.7施工降尘爆破后和装碴时会产生许多粉尘，为了保护工人身体健康，把粉尘含量降低到规范要求的范围内。本明洞爆破时采用水炮泥，以降低粉尘。水炮泥就是用装水的塑料袋填于炮眼内来代替一部分炮泥，装完药后将其填于炮眼内，不要搞破，然后用黄泥封堵炮眼。实践表明，此法降尘效果很好。另外在施工中采用水幕降尘。水幕降尘是一种比较传统且常用的降尘方法，其优点是工艺简单，施做方便，但是传统水幕发生器大多为风水混合型，实际使用起来并不方便。因为大多时候在放炮后或出碴时，空压机已不再运转，无法提供高压风。如果专为水幕发生器供风而使空压机运转，又造成巨大的能源浪费。由此，我们的做法是采取节水无风水幕降尘。采取的方法是：只使用高压水、多喷头交叉、在水中加入湿润剂。见《水幕降尘器示意图》。水幕降尘器示意图45 明洞施工方案中铁二十一局大连铁路枢纽SN2标水幕降尘原理：高压水经喷头雾化成微小水滴散射到空气中，与尘粒充分接触，尘粒附着在水滴上，或与被湿润的尘粒碰撞而凝聚成较大的颗粒，从而加速沉降，达到降尘的目的。湿润剂降尘原理：湿润剂降尘是由亲水基和疏水基两种不同的基团组成的化合物。湿润剂溶于水时。其分子完全被水分子包围，亲水基一端被水分子吸引，疏水基一端被水分子排斥，于是湿润剂分子在微小水滴表面形成紧密定向排列，形成界面吸附层。界面吸附层的存在使水的表面张力降低，同时朝向空气中的疏水基与尘粒之间有吸附作用而把尘粒带入水滴中。湿润剂选用普通洗衣粉，洗衣粉水溶液浓度在25×10-6～35×10-6之间。水幕发生器安装在距掌子面40m和90m处，水幕发生器由爆破人员撤离掌子面时开启，一般放炮后30min或出碴后关闭。另外在装碴前先对碴堆洒水将碴堆喷湿，在装碴时减少粉尘的产生。6.8洞内管线布置洞内风水电管线布置详见下图。6.9施工监控量测⑴监控量测目的现场监控量测是在明洞45 明洞施工方案中铁二十一局大连铁路枢纽SN2标施工过程中，对围岩和支护系统的稳定状态进行监测，为喷锚支护和衬砌的参数调整提供依据，把量测的数据经整理和分析得到信息及时反馈到设计和施工中，进一步优化设计和施工方案，以达到安全、经济、快速施工的目的，围岩监控量测是采用新奥法进行明洞施工管理中的一个重要环节，是施工安全和质量的保障。通过现场监控量测了解围岩、支护变形情况，以便及时调整和修正支护参数，保证围岩稳定和施工安全；提供判断围岩和支护系统基本稳定的依据，确定砼衬砌施作时间；依据监控量测资料采取相应措施，在保证施工安全的前提下加快施工进度；积累监控量测数据资料，提高施工技术水平。⑵监测项目、仪器及要求洞内外观察、净空水平收敛量测、拱顶下沉及浅埋明洞地表下沉为本明洞四个必测项目。洞内外观察包括对岩性、结构面产状及支护裂缝观察或描述；拱顶下沉利用拱部变位观察计、精密水准尺或精密水准仪来量测，净空水平收敛量测采用JSS30A收敛计量测、地表下沉采用精密水准仪测取。⑶量测断面间距、测点布置该明洞量测断面间距：Ⅴ级围岩15～20m量测间距将严格按设计要求执行，各量测项目断面选择见《量测频率表》，并尽可能重合。⑷量测频率拱顶下沉及净空变化量测频率表变形速度（mm/d）量测断面距开挖面距离（m）量测频率备注≥15（0-1）B1～2次/天注：B表示明洞开挖宽度5-15（0-2）B1次/天2-5（2-4）B1次/2天0.5-2（2-5）B1次/2-3天45 明洞施工方案中铁二十一局大连铁路枢纽SN2标＜0．5≥B1次/周⑸量测数据分析和信息反馈将量测数据进行处理和分析，绘制时间—位移曲线。一般情况会出现如下两种时间—位移特征曲线，位移特征曲线见下图。ttμ(mm)μ(mm)位移特征曲线图反常曲线正常曲线正常曲线图表示绝对位移值逐渐减小，位移、周边收敛、拱顶下沉量达到预测终极值的80-90%，收敛速度＜0.5mm/d，拱顶下沉速率＜0.5-0.3mm/d时，可以认为围岩基本稳定，可施作二次砼衬砌。反常曲线图表示位移变化异常，出现反弯点喷锚支护出现严重变形。每天相对的净空变化＞15mm时，对支护加强观测；当初期支护收敛量达到100mm，或钢筋应力接近其计算抗拉强度时，或位移变化仍超过1mm/d时，对该段支护采取加强措施，确保明洞不坍方；严重时施工人员须迅速撤离施工现场，保证人身安全。⑹确保监测质量的措施①为确保施工监测质量，真正做到信息化指导施工，确保施工安全，必须严格按照以下措施进行操作。②成立监测管理小组，实行监测质量专人责任制，由有经验的专业监测人员组成，制定实施性计划使监测按计划有步骤地进行;45 明洞施工方案中铁二十一局大连铁路枢纽SN2标③工程开工前，充分调查施工现场的地质状况，并确定合理的警戒值，汇编成资料，上报监理部门审批。施工中，当发现被测对象接近或超过警戒监测值时，应立即报告监理，并提出应急补救措施；④观测前，对所有仪器设备必须按有关规定进行检验和校核，确保仪器的稳定可靠和观测的精度；⑤观测中，采用增加测回数的办法，保证初始值的准确性；⑥制定各点位的保护措施。定期对使用的基准点或工作基点进行稳定性检测，有怀疑时立即进行复核，如有问题应及时处理，监测时采用相同的观测路径及方法；⑦建立监测复核制度，确保监测数据的真实可靠；⑧每个工程项目的监测资料必须保持有完整、清晰的监测记录、图表、曲线及监测文字报告；⑨建立监测成果反馈制度，对大量的监测信息使用计算机绘图和分析，及时将监测信息及监测成果反馈给监理、设计和施工现场，以指导施工。7.安全目标、安全保证体系及措施7.1安全目标认真贯彻落实“安全第一，预防为主”的方针，以“安全为了生产、生产必须安全”为指导，严格按照安全技术操作规程和安全规则组织施工。做好安全生产，创造良好的施工生产环境；对各分部分项工程分别制定详细安全措施，确保实现安全目标，即：无人身重伤及其以上事故，无等级火警事故，无机械及交通事故，无责任行车事故，年负伤频率低于5‰。7.2安全保证体系为实现安全目标，成立以指挥长为第一责任者的安全生产组织领导机构，下设安全质量环保部，施工现场成立以分部经理为45 明洞施工方案中铁二十一局大连铁路枢纽SN2标第一责任者的安全生产领导小组并设专职安全员，自上而下形成安全生产组织机构和安全生产保证体系，见“安全生产管理组织机构图”、“安全保证体系框图”，对施工生产实施全过程安全监控。安全检查工程师和明洞队安全员认真学习安全工作的法律和规定，熟悉掌握高空作业、安全用电、机械操作规程、爆破作业、起重作业等项目的安全要求。建立安全检查和安全会议制度，制定安全工作奖罚制度，实行安全一票否决制。抓好现场管理，搞好文明施工。抓好现场管理是做好安全工作的一个重要环节，易燃易爆品妥善保管，工程材料合理堆放，各种交通、施工信号标识明晰，使用正确风水管路、供电线路，施工工序有条不紊，做到文明施工，保证安全生产。安全生产管理组织机构图项目经理项目副经理总工程师技术部安质部物质设备部试验室财务部合同计划部实行指挥长负责制，明确在指挥长施工安全管理中的主体地位，在施工过程中对本项目的施工安全负全面责任。指挥长是我单位在工程项目上的代理人，在安全生产方面对我单位负责，对其项目安全负总的组织领导责任。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标全面落实安全生产责任制，做到责、权、利相统一，层层签订安全生产包保责任状，把安全生产职责落实到每一级领导，落实到每一个工点、每一道工序、每一位职工，奖罚严明。指挥部和项目分部均要成立安全生产领导小组，由指挥长（或分部经理）任组长，其任务是：定期召开安全生产会议，分析安全生产形势，总结和部署安全生产工作，组织安全培训。指挥部设置安全质量环保部，施工队配专职安全员1名，由施工现场工作经验并经过安全管理培训的同志担任。安全保证体系框图安全保证体系安全领导小组组长：项目经理副组长：项目副经理项目总工综合部部长财务部部长合同计划部长物资保障部长安质部部长技术部部长7.2.1安全生产管理制度7.2.1.1安全生产责任制度牢固树立安全意识，严格执行明洞45 明洞施工方案中铁二十一局大连铁路枢纽SN2标施工各项规章制度，正确制定施工方案，建立健全安全生产责任制度，落实安全措施和责任，千方百计减少对施工的影响，确保施工安全。对施工安全工作做到有检查、有落实、有总结评比、有考核。施工中认真落实安全措施，做到责任到人。在施工生产中，按照定岗定责的原则，增加安全人员的责任心，避免发生各种责任事故，并对发生安全事故的责任人进行处罚。7.2.1.2安全事故报告制度严格执行国家、铁道部、地方政府有关安全事故处理规定，发生事故按系统逐级及时上报，不隐瞒，本着“四不放过”（事故原因不查清不放过，事故责任者得不到处理不放过，整改措施不落实不放过，教训不吸取不放过）的原则，对事故进行联合调查、认真分析、查明原因，对事故责任者或责任单位追究其经济、行政和法律责任。7.2.1.3班前安全讲话制度各施工班组进行施工作业前，工班长对工班全体人员进行安全生产操作注意事项讲话，防止施工中各种安全事故的发生。7.2.1.4临时设施检查验收制度为施工需要搭设的临时生活用房、生产用房和临时便桥等临时设施在施工完工后对其结构、用电、防火等安全方面进行检查验收，定期对临时设施进行安全检查，将安全隐患消除在萌芽状态。7.2.1.5安全培训教育制度指挥部安全工程师和队安全员对职工进行遵章守纪的安全培训和考核。职工未经培训或考试不合格，不准上岗作业；规定持证上岗的人员，未取得合格证书不准上岗；特殊岗位人员无上岗证不准上岗。7.2.1.6安全技术交底制度施工前，安检工程师将施工方案、施工方法、各工序安全工作重点、人员分工、安全注意事项及质量要求，详细向施工人员交底，使施工在安全允许范围内进行。7.2.1.7交接班制度45 明洞施工方案中铁二十一局大连铁路枢纽SN2标施工班组进行交接班时，不仅对施工任务完成情况进行交接，而且对施工中的安全防护措施、人员及设备安全、安全警示等进行交接，保证下一班组在有安全保障的情况下进行施工。7.2.1.8安全标志管理制度现场按施工组织设计合理布局，避免各方面的互相干扰。作业场所、道路、设备、设施设置明显标志，状态良好，施工及危险地段设置警示标志。定期检查各种标志，如有损坏及时更换。7.2.1.9安全生产检查制度按时组织定期检查，指挥部每月一次，施工队每周一次，工班每天一次，同时对检查的时间、主持人和参加的业务部门、人员及发现的问题、处理改正情况，做好纪录、建好台账，随时改进。检查内容：根据工程和不同季节突出重点进行检查。主要内容有：明洞开挖支护、爆破作业安全保证措施；高空作业、脚手架、脚手板安全保护措施；机械操作、机械维修保养措施，起吊设备、器材定期检查标定和日常检查措施；防火、防盗措施；7.2.1.10安全生产奖惩制度在安全生产中，对在施工中防止事故发生，为安全工作作出了贡献的单位和个人进行奖励，对发生安全事故的单位及个人视事故情节给予不同的处罚。7.3安全保证措施认真贯彻落实“安全第一，预防为主”的方针和“以严治本，基础取胜”的指导思想，严格按照国家及铁道部颁布的安全技术操作规程和安全规则组织施工。思想重视到位，精力投入到位，狠抓落实到位。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标施工现场做到布局合理，场地平整，机械设备安置稳固，材料堆放整齐。施工现场设置醒目的照明、安全标语和安全警示标志，提醒所有施工人员注意安全。加强班组建设。选好班组长、安全员，执行“三工、三检”安全活动，集思广益，发现问题，找出隐患，杜绝“三违”，把事故隐患消灭在萌芽状态。认真实施标准化作业，严格按安全操作规程进行施工，严肃劳动纪律。杜绝声音指挥与声音操作，保证防护设施的投入，使安全生产建立在管理科学、技术先进、防护可靠的基础上。施工机械设备使用前进行强制性的安全检查，加强保养，使其保持良好的工作状态及具备完好的安全装置。随同安全生产大检查，进行机械设备的安全状况检查，保证机械设备不带病作业。所有机械设备的操作人员经过严格培训，持证上岗，并严格遵守操作规程，严禁违章作业。机械设备按照规定周期进行检修和例行保养。严格按照施工现场安全用电规程的要求，进行施工现场电力设施的布置和使用。非专业人员不使用和操纵专业电力机械和供电设施。用电施工机械设施安装触电保护器。施工用脚手架、模板、支架等承重结构，经设计计算，具备足够强度、刚度和稳定性，满足安全要求，严格执行施工设计的安全设计。双层及高空作业时，所有施工人员均佩戴安全帽，拴系安全带，并张挂安全网，保证作业安全。严格爆破物品的管理，库房的设置要尊重当地公安部门的意见，符合安全要求。采购、运输要符合有关规定，设置专人进行库房管理，建立爆破器材出入库领发制度，不得多领乱发，炮工要持证上岗，严禁无证操作。洞内施工，现场设置足够的照明设施，设专人对供电线路等进行维修，并有备用数量；洞内施工项目交接班时，检查安全情况，进行记录。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标所有进入明洞的施工人员、管理人员，均配戴安全防护用品。明洞开挖前，首先检查工作面是否处于安全状态。如有松动岩石，立即清除；开挖过程中加强观察，遇有险情，急时采取退避、加固等措施。明洞爆破定时进行，将人员、设备撤至安全地带，爆破后经通风排烟、找顶、瞎炮处理后，其它施工人员再进入工作面。加强洞内施工用水管理，做好防排水，方便施工，有利安全。明洞施工中如发现险情，立即将施工人员全部撤离危险地段，并立即在危险地段设立明显标志或派人看守，迅速报告施工负责人员及时采取处理措施。凿岩机钻眼时，采用湿式凿岩，严禁在残眼中继续钻眼。明洞开挖后，应及时进行施工支护。围岩量测数据有突变或喷混凝土表面开裂、地表出现裂缝时，应视为危险警告信号，必须通知施工人员撤离现场，待加固处理后再行施工。不良地质明洞施工，加强超前地质钻探，做好地质预测预报。严禁盲目蛮干，衬砌应紧跟开挖面，洞口应配备足够的抢险材料，防止明洞出现坍方。洞口段施工按照设计文件做好防护加固和排水设施，设立地表观测点，派专人不间断进行观测并做好记录，加强洞内拱顶下沉的监控量测，发现位移等不良情况及时进行处理，施工中坚持“短进尺、弱爆破、勤量测、早衬砌“的原则。及早施作洞门及洞口防护工程。7.4用电安全45 明洞施工方案中铁二十一局大连铁路枢纽SN2标为保证照明安全，必须在各施工区、道路及生活区设置足够的照明系统。在不便于采用电器照明的工作面采用气灯或碳化灯。最低照明度应符合规定。为保证人身安全，地下照明系统的电压不得高于120V。施工现场应有足够的照明，不得有黑暗死角。配电系统按施工组织设计要求设总配电箱、分配电箱、开关箱，实行分级配电。开关箱内必须装设漏电保护器，漏电保护器应符合国家行业标准的要求。严禁乱拉乱接，高压配电处设置明确标志，防止触电事故。配电盘要防止雨淋日晒。在洞内装设各种电器设备和进行检测、维修时，先切断电源，然后严格检查。各种电气设备运转和漏电保护装置，不准随意改换安装方式，尤其对施工作业面的投光灯，梭式矿车等电源线接头的、装接工作，一点不准马虎、丝毫不能漏电，确保安全防爆。一切容易碰砸的电气设备加装防护罩或遮栏，防止碰伤危险，所有电器设备均采用防爆型。电工严格遵守有关安全注意事项和技术操作规程，认真执行交接班制度，禁止酒后上班和迟到早退、不得脱岗。洞内严禁使用油灯、电石灯、汽灯等有火焰的明火照明。人员进洞前接受检查，严禁将火柴、打火机等可自燃的物品带入洞内。使用电灯照明，符合下列规定：电压不得超过110V。输电线路使用密闭电缆，严禁使用裸线和绝缘不良的电线。为保证用电安全，对凡可能漏电伤人或易受雷击的电器设备建筑物均设置接地或避雷装置，并制定检查检修制度，定期、定时对用电设备进行检查。8.环保、水土保持措施.8.1自然环境保护措施施工中，根据设计文件要求该明洞弃碴全部用于洞口路基填方，减少占用耕地和草原，避免影响生态环境。精心保护地表植被，对施工限界内的植物、草皮、树木等做到尽力维护，对施工界外的植物、草皮、树木等严禁破坏。避免水土流失。美化环境。8.2水环境保护措施45 明洞施工方案中铁二十一局大连铁路枢纽SN2标做好施工驻地及施工场地的布置和管道排水系统的设施，污水采用隔油沉淀处理后收集储存，再经车载式气浮设备处理。处理后的污水用于周边草场灌溉，以减轻施工期生活污水对地表水体的影响。在施工中不得改变水系结构，堵塞河道填埋水域及向河道水域倾倒有害废弃物，施工过程中与设计单位共同处理有重大生态意义的特殊地质、地貌结构。施工机械的废油、废水，采用隔油池等有效措施加以处理，不得超标排放。尽量减少施工机械维修等油品的跑、冒、滴、漏，防止油污染地表水体，恶化环境。明洞施工中加强施工机械的养护维修及对明洞内废油、漏油的收集，台车下铺垫棉纱等吸油材料，用以吸收滴漏的油污，其它施工机械、运输车辆等产生的含油污水采用棉纱吸收后将其打包外运至垃圾场集中处理或就地焚烧，以最大限度的减少产污量。明洞进出口采用隔油沉淀池处理。8.3固体废弃物的处理生产生活垃圾集中堆放至临时垃圾站，按地方政府环保部门要求处理。垃圾存放处要远离营区、远离水源，生活用一次性器具均采用易降解材料制品，集中存放，定期掩埋；不易降解的塑料制品等废物集中存放，定期运至地方政府环保部门指定地点处理；避免产生白色污染，生活垃圾封闭存放、深埋。施工中的建筑垃圾立即运出现场并进行处理。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，以保护自然环境与景观不受破坏。8.4大气环境污染、粉尘污染和噪音污染防治措施45 明洞施工方案中铁二十一局大连铁路枢纽SN2标加强机械设备的维修保养和达标活动，减少机械废气、排烟对空气环境的污染。加强施工生活、生产保暖设备管理维修和使用，减少烟尘排放，净化空气环境。为防止粉尘污染，物料运输施工便道尽量利用既有便道，新辟施工便道路面铺设碎石加强，施工车辆不能离道任意行驶。此外，根据施工季节及时采取洒水抑制扬尘措施，渣、土等散装货物装载拍平压实，覆盖苫布，以减少遗撒，防止运输扬尘影响周围植被。在干燥大风的情况下，采取防护措施，防止尘土、水泥、沙料飞扬，及时撒水，用隔离或屏避方法控制外逸。沥青烧炼更应远离营区和居民区。为防止噪音污染，施工时尽量采用振动噪音低的机械，合理安排作业时间，夜间禁止在居民区附近施工。对于在高噪音环境工作人员，采取必要的劳动保护措施。戴耳罩、防声头盔、耳塞、塞耳棉等。安排间隔替换施工的方法，确保劳动者的健康。8.5水土保持的方案和措施严格在设计核准的用地界和临时用地范围内开展施工作业活动，绝不随意开挖、碾压界外土地。合理规划施工便道及施工设施，尽量减少占地数量。永久用地范围内的裸露地表和临时用地使用完工后，按设计要求采取工程措施，防止水土流失。在施工时，对天然形成的排水系统加以保护，不得随意改变，必要时修建临时水渠、水沟、水管等。对由于施工而有可能引发泥石流等灾害的地段，我们将在当地政府的指导下，配合建设单位、设计单位做好整治预防、处理工作。9.工程质量保证措施9.1质量保证体系9.1.1质量目标按照国家、铁道部现行的工程质量验收标准，该单位工程一次验收合格率达到100%。9.1.2创优规划45 明洞施工方案中铁二十一局大连铁路枢纽SN2标9.1.２.１创优规划原则“用户至上、重信守约、保证质量、谒诚服务”是我方宗旨。施工中以推广应用新技术和强化施工技术管理为技术保障，以“高标准、严要求、高起点”为创优质工程的指导思想，针对本标段工程的特点，制定本工程的创优规划。9.1.2.2创优保证体系为保证本标段工程质量目标的实现，成立以指挥长为组长的创优领导小组，把创优项目目标和责任层层分解，并指定专人负责创优规划的落实和实施。9.1.3创优措施建立健全各级质量保证体系，做到责任分明，工作内容具体，并落实到每个施工人员，贯彻始终。加强组织领导，增强领导班子的质量意识和创优观念，建立健全工程质量终身责任制和创优组织机构，主要领导亲自抓创优的安排和落实。配备先进的机械设备及检测仪器，选择具有丰富施工经验的队伍组织施工，从人力、物力等方面加大投入，保证创优。实行样板引路，抓好各类工程施工质量，坚持工程样板，以点带面，全面推广。坚持质量教育经常化，强化安全质量意识，按质量保证模式运行，使全体干部职工牢固树立创一流质量的指导思想，摆正质量与工期，质量与效益的关系。建立健全质量责任奖罚制度，坚持施工作业标准化，以优于验标的企业质量标准，来保证工程质量全优。严把施工材料质量关，坚决杜绝不合格品进入施工现场。严格按程序文件要求实行产品标识和可追溯性控制，并制定出详细的质量保证措施。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标编制施工组织设计和重难点工程施工方案及作业指导书，做好现场技术交底及指导，攻克质量通病，搞好课题研究、QC攻关、质量巡检。有针对性的培训专业人员，推进技术进步与提高工程质量紧密结合。严格按施工规范和质量验收标准要求施工，及时收集整理各种质保资料，做好各类技术资料的归档工作，认真做到技术质保资料和工期同步，各类资料记录齐全，文整完整。抓好重要工艺流程、重点环节的摄影、摄像和编辑，为申报优质工程做好准备。9.2质量保证体系及说明为确保实现质量目标，加强工程质量工作管理，我单位将针对该明洞工程特点，借鉴成功的管理经验，按照国家有关基本建设程序和规范进行施工，严格按照质量手册和程序文件建立可靠的质量保证体系。质量保证体系见《质量保证体系框图》。使各项技术管理工作规范化、标准化，并加强对关键工序的技术攻关与技术指导，加强施工全过程的质量控制，严格执行以下制度：质量保证体系质量领导小组组长：项目经理副组长：项目副经理项目总工综合部财务部计划部物资部安质部技术部45 明洞施工方案中铁二十一局大连铁路枢纽SN2标9.2.1测量及技术资料复核制度包括图纸学习和会审制度；施工组织设计及施工资料管理制度；开工报告报批制度；技术交底制度。9.2.2隐蔽工程检查签证制度。9.2.3质量检测制度包括工序自检、互检及交接检制度；工序交接制度；施工过程试验检测制度；原材料、成品、半成品现场验收制度。9.2.4质量评定制度质量定期检查及质量例会制度：检测设备定期检验和标定制度；工程质量定期检查评比制度；机械设备维修、保养评比制度。9.2.5质量报告制度针对施工特点及周围环境情况，我方还将强化机械设备配置、现场指挥调度、环境保护、医疗劳保与工期保障在质量体系中的作用。注重施工过程控制，实施标准化作业，程序化管理，确保与质量有关的各项工作始终处于受控状态，保证工程质量，确保实现质量目标。质量保证体系框图见下图。9.3自检体系建立由指挥长负责，指挥部总工主持的质量自检体系。完善内部监察制度，配齐质量管理人员，实行工程技术部管理、安全质量环保部监控的监管分离体制，立足自检、自控，责任落实到人，严格考核奖罚，对工程重要结构和隐蔽工程预检和复检制度。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标自检体系由指挥部、项目经理部、项目分部、施工队四级组成，指挥部为自检内控核心；指挥部安全质量环保部为实施单位，中心试验室配合，项目部、施工队设专职质检员，按照跟踪检查、自检、复检、抽检的检验方法实施检测工作，严格质量一票否决制。9.4工程质量保证措施该明洞开工前深入研究现场实际情况，核对设计文件，编制实施性施工组织设计及组织测量复核工作，设立永久固定控制桩点。重点工程由专业测量人员负责精密控制测量，并定期复核。根据工程特点，新技术的推广和新型机械的配备等情况，施工前对全体职工进行技术交底和培训。明洞衬砌施工时，中线、水平、断面尺寸和净空大小要反复核对，必须做到三级检查，并将自检资料，呈送监理，经监理工程师核对无误后方可进行衬砌作业。喷锚、衬砌施工，按规定的监控量测项目和要求，布置测点，观测数据，根据测试资料调整设计参数。严格划分作业区段，以保证在初期支护变形基本稳定，二次衬砌灌注前做好防水层。复合式衬砌施工时根据围岩和支护量测的变化规律，确定好二次衬砌和仰拱的施作时间，并根据现场实际情况及时调整支护与衬砌设计参数。10.明洞冬期施工方案10.1冬期施工原则①冬期施工应按明洞进展情况认真记录，妥善整理归档。②在冬期施工前，现场水管必须全部做好保温工作。③冬期施工砼的原材料暖棚内存储，必须保证其温度在+5℃。拌合加热时应优先考虑加热水的方法，保证施工砼在+10℃以上。④石料不得夹有冰块、积雪。砼和砂浆搅拌出料后，应尽量减少运输过程，缩短砼从出料到使用的时间，控制砼温度在+10℃以上。⑤搅拌站必须搭设暖棚，内部要设置火炉等加温措施，砂石料区必须搭设暖棚，内部要设置火炉或加温管等加温措施，室内温度达20℃45 明洞施工方案中铁二十一局大连铁路枢纽SN2标以上。⑥明洞喷射混凝土、衬砌完成后要有必要的养护措施，保证质量。10.2冬期施工准备⑴因明洞进、出口施工现场和施工便道均在戈壁滩，因此，在冬季来临之前，将所需原材料如水泥、钢材、砂石料、外加剂等储备充足，并备建避风雪的暖棚或用于材料覆盖的篷布。⑵做好供水原的保温防冻措施，做好水泥库的防冻措施。⑶做好水、砂石料的加温设施。⑷备好各种施工机械的防滑抗冻设备及材料。10.3混凝土冬期施工当工地昼夜平均气温（最高和最低温度的平均值或当地时间6点、14点及21点室外温度平均值）低于+5℃或最低气温低于-3℃时，应符合有关规定。⑴冬期施工期间，当用硅酸盐水泥或普通硅酸盐水泥配制混凝土，且其抗压强度达到设计强度30%前，洞内保证温度在+10℃以上，洞内增设火炉，烟囱，洞门处增设门帘封闭。⑵水及骨料应按热工计算和实际试拌，确定满足混凝土浇筑需要的加热温度；首先应将水加热，其加热温度不宜高于80℃；当骨料不加热时，水可加热至80℃以上，但应先投入骨料和已加热的水，拌匀后再投入水泥；当加热水尚不能满足要求时，可将骨料均匀加热，其加热温度不应高于60℃。水泥不得直接加热，宜在使用前运入暖棚内预热；当拌制的混凝土出现坍落度减小或发生速凝现象时，影响砼质量时，无条件倒掉。并重新调整拌和料的加热温度，混凝土搅拌时间宜较常温施工延长50%，在拌制过程中由专人对水，骨料测温，在冬期施工混凝土（砂浆）搅拌测温记录）做好详细记录⑶骨料不得混有冰雪、冻块及易被冻裂的矿物质。⑷拌制设备宜设在温度不低于10℃45 明洞施工方案中铁二十一局大连铁路枢纽SN2标的暖棚内。拌制混凝土前及停止拌制后，应用热水冲洗搅拌机鼓筒。⑸混凝土的运输容器应有保温设施。运输时间应缩短，并减少中间倒运。⑹当室外最低温度低于-15℃时，采用蓄热法养护，并符合下列规定：①采用的保温措施，应使混凝土的温度下降到0℃以前，获得规定强度。②混凝土浇筑成型后，应立即防寒保温。保温材料应按设计方案设置，并保持干燥。结构的边棱隅角，应加强覆盖保温。⑺当混凝土掺用防冻剂时，其养护应符合下列规定：①外露表面应覆盖，在负温条件下不得浇水。②混凝土初期养护的温度，不得低于防冻剂规定的温度；当达不到规定温度时，应采取保温措施。③当混凝土的温度低于防冻剂规定的温度时，其强度不应低于3.5MPa。⑻冬期施工的混凝土，应根据养护、拆模和承受荷载的需要，增加与结构同条件养护的施工试件不少于2组。此种试件应在解冻后方可试压。10.4冬期施工安全管理⑴经常同气象部门取得联系，掌握天气变化，做好防范工作。在大雪来临之前组织人员巡检工地，提前遮掩需要遮掩的物资、材料。⑵冬期来临前储备足够燃料、食品和越野车辆，防止因大雪阻断交通危及施工人员生命安全。对所有参加施工的员工进行冬期期间施工安全知识教育，提高每个员工的安全防范意识和自我保护能力，明洞内注意防范煤气中毒。⑶施工前做好场地清理，采取防滑措施；机械起吊设备及机具零件及时清理，防冻防滑。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标⑷经常检查施工员工所用的各种劳动工具的完好状态，对把柄有裂缝、有破损、转动部位有障碍的及时更换，消除安全隐患。⑸融雪季节加强安全巡视，减少夜间外出人次，必要时夜间派人值班。11.工期保证措施11.1建立严密的工期保证组织机构选派懂管理、精通技术业务的领导干部组成精干、高效的项目指挥部，成立由项目指挥长任组长，有关人员参加的领导小组，并投入技术力量配备强，技术工种全的施工队伍，健全岗位责任制，从组织上、制度上、措施上保证总工期的实现。工期管理组织机构见下图：工期管理组织机构框图项目部工期领导小组组长：项目经理副组长：项目副经理项目总工安质环保部工程技术部中心试验室物资设备部合同计划部综合办公财务11.2加强工期进度计划的制定及贯彻落实工程开工后，编制慎密的网络计划，组织均衡流水作业，对主要项目集中力量，狠抓重点，攻克难点，加快施工进度。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标严格按网络计划编制作业计划，并根据实施过程中进度前锋线及时调整，确保网络计划的实现。抓好各工序的后勤保障工作，控制循环作业时间，减少工序搭接时间，提高施工进度，确保实现总工期。加强总工程师技术岗位负责制，行使技术否决权。积极推广应用“四新”和开展“五小”革新工作，成立施工攻坚小组，积极采用新技术、新工艺，不断改进施工作业工艺，提高工效，加快施工进度。11.3确保各项资源及时或提前供应到位⑴物资保证措施加强物资的选配，并严格确保所选物资的质量。提前进行材料计划的提报，并严格按施工计划落实，适当储备。把握好建筑材料的旺淡季特点，超前调查和预测市场供应情况。在工程施工准备阶段，进行详细调查，选择足够的供料场，结合施工组织设计中的分阶段材料需求量，通过自采、购买等多种途径，保证及时供应。⑵设备保证措施根据工程进展，超前调配或购置适合本工程特点和工期要求的先进设备。加强设备的维修与保管，确保完好率和出勤率。⑶资金保证措施加强财务管理，保证专款专用。⑷人员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组成精干、高效的项目指挥部，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队伍上场，根据施工组织进度动态安排。⑸技术保证措施45 明洞施工方案中铁二十一局大连铁路枢纽SN2标在接到设计资料后，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。提前进行施工调查，组织复测验收，技术资料复核。在原设计与现场不符合的情况下及时与建设、设计、监理单位联系，坚持先批准、后变更，先变更、后施工。建立完善的质保体系，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。组织技术攻关，改进工艺流程。根据现行施工作业规程、工艺标准，结合现场实际情况，组织技术人员攻关，分析原因，找出关键，制定改进方案，编写新的工艺流程，加快施工进度。11.4加强组织管理及进度动态监测⑴借鉴质量管理的方式，开展全面工期管理活动。开展PDCA全面工期管理循环活动，施工中使PDCA循环成为一个螺旋形循环的过程。每个循环都有新的目标和内容。⑵加强横向联系，积极排除施工干扰。一是主动与建设、设计、监理单位建立良好的关系，通力合作；二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，解决施工中遇到的问题，减少干扰，确保施工的顺利进行。⑶实行工程项目进度报告体制在施工中，自觉接受和配合业主、设计代表、监理工程师的指导。主动与他们搞好合作以促进施工正常进行，并主动向监理工程师汇报工程质量和进度，以便在施工过程中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。⑷实现风险评估，动态监测严格施工风险评估制度，做到对可能发生的问题，提前预想，提前制定措施，将施工风险降到最低点。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标做好工程施工进度记录，随时注意施工进度计划的关键控制点，了解进度实施的动态情况，及时分析各种进度统计分析资料和进度控制报表，随时进行进度调整，保证进度计划实现。⑸加强施工进度检查，及时弥补管理上的不足。在工程施工过程中，指挥部进度控制负责人要每日跟踪检查收集现场实际施工进度的有关数据，与计划进度要求进行比较，并以报表的形式汇总。指挥部每周召开生产会议，分析进度控制资料，查找出现问题的原因，并制定有效的措施，调整资源配置，调整作业程序，及时修正存在的进度偏差，保证实现各阶段进度目标。⑹落实工程质量保证措施，提高施工质量，以质量保工期。工程施工中，杜绝技术失误、施工作业不规范、质量保证措施不落实从而避免工程出现质量问题，甚至工程返工。11.5减少冬季、雨季、夜间施工对工期影响的保证措施⑴该明洞所在地区冬季寒冷，安排冬季施工时，必须编制冬季施工方案及技术措施，并对有关人员进行技术交底；加强冬季各种材料、设备的保管及维修，确保冬季施工的项目优质、按期完成。⑵成立雨季防洪、防汛领导小组，设立专职值班人员，成立防洪抢险队，减少雨季对工程工期的影响。增加材料的储备数量，防止因雨水而停工待料的情况发生。⑶加强夜间施工的组织领导，合理安排施工程序，施工人员实行轮班制，控制好各个施工环节。机械设备经常检修、保养，确保施工机械在全天处于良好的工作状态，并配备足够数量的发电设备，确保工地施工照明。⑷做好施工调查，编制实施性施工组织设计，做出周密的施工计划。对于施工难点、重点和关键项目，成立攻关小组研究施工方案，确保按期完成施工任务。统一调度指挥，对于各专业项目流水交叉施工，进行全面统筹的安排，在确保施工安全的前提下，做到科学有序、协调统一。11.6意外情况下保证工期的措施45 明洞施工方案中铁二十一局大连铁路枢纽SN2标⑴遇到气候恶劣等人力不可避免的自然灾害时，及时调整计划，精心组织，仔细安排，力保关键工序不受影响。遇到基底土质与设计资料不符时，积极与设计单位联系，申请进行基底处理或变更，待基底进行处理后或变更批复后，集中人力、物力，力保工程如期完成。⑵设备的保养维修工作将是后勤保障工作的重点。我们将抽调业务精、责任心强的工作人员，加强机械设备保养。要设立固定的机械设备维修基地，做到一般机械故障及时修复，满足现场使用要求。另外还要加强现场施工人员的生活供应，创造良好的生活、工作环境，解决后顾之忧，保证每个职工精神饱满地投入工作。12.明洞各种应急预案12.1明洞塌方应急预案12.1.1明洞洞口坍方处理⑴中小型坍方应将坍体自上而下全部清除。根据坍方后坡面的情况，可选用刷坡卸载的方法，同时应对仰坡面自上而下进行喷锚网加固。⑵大型塌方的塌体不必全部清除，可采取先挖台阶的形式清初一部分，再进行喷锚网加固，并在仰坡上适当位置设浆砌片石挡墙防护。12.1.2石质围岩塌方处理石质类塌方的围岩级别一般为Ⅱ～Ⅳ级，岩体以风化或轻度风化的岩层为主，节理发育，坍体呈碎石状，黏土及砂的含量较少，一般不超过30%。未塌方的围岩呈相对稳定状态。塌方规模，一般为中、小型，个别为大型塌方。塌方数量不超过5000m3。处理应符合下列规定：⑴根据塌体内塌腔的矢跨比，采取不同的处理措施：①当矢跨比h/B﹤0.7时，可采用外层初期支护（W）加内层初期支护（N）再加防护（F）的方法进行处理；②当塌腔的跨矢比h/B≥0.7时，可采用W+F的方法进行处理。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标⑵岩类塌方已塌至明洞上方原地面时，应先处理地面塌口，后处理洞内塌方。处理洞内塌方时，应采用注浆加官棚整体加固的处理方法，即Z法，并应以渗透注浆为主，管棚应为长大管棚。12.2明洞的防灾、减灾和救灾措施为保保安全，我单位成立了相关的机构，并对不同情况下的事故预防、处理制定了一系列的措施。⑴指挥部成立应急抢险救援指挥领导小组，指挥长任组长，项目工程部、安质部、综合部、物设部、财务部分工合作，各司其职。⑵发生明洞险情后，指挥部应急抢险救援指挥系统立即投入运作，在现场设立指挥场所，相关人员到位，组织实施抢险工作。⑶应急抢险救援指挥组织人员现场勘察，救助受困人员至安全地带、撤离施工设备。⑷明洞内发生涌水应急抢险领导小组应立即查明原因、采取有效措施防止事故进一步扩大。⑸对受伤的对人员进行临时处置，就近送医院治疗。⑹由项目总工组织制定涌水处理措施，交现场技术人员组织实施。⑺应急物资：φ30cm园木3～5m长20根、枕木15根；格栅钢架10榀、锚杆和钢筋网及喷射砼材料；应急灯、扒钉、木工锯、大锤。⑻应急设备：临时发电机、撬棍、电焊机、抽水机、担架；挖掘机、装载机、运输车；指挥车。⑼应急队伍（编制、培训）：组织25人的应急队伍，并有综合办组织提前进行培训。⑽应急救治（药品、器具、设备）：可供临时处置的医药卫生设备供氧气呼吸机、清洗器具、急救箱、担架；由现场医务人员进行临时处置，防止受伤人员情况恶化；立即与当地医疗单位联系，将受伤人员转移。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标执行措施出现灾害启动预案结束减灾救灾各种原因制定预案各种方案成立领导小组灾害原因分析制定措施否明洞防灾减灾和救灾措施框图13.文明施工45 明洞施工方案中铁二十一局大连铁路枢纽SN2标13.1文明施工管理办法在施工中贯彻文明施工的要求，推行现代化管理方法，科学组织施工，做好施工现场的各项管理工作。对作业工班签订文明施工协议，建立健全岗位责任制，把文明施工责任落到实处，提高全体施工人员文明施工的自觉性与责任感。施工现场的用电线路、用电设施的安装和使用符合安装规范和安全操作规程，并按照施工组织设计进行架设。保证施工现场的道路畅通，排水系统处于良好的使用状态；保持场容场貌的整洁，随时清理建筑垃圾。生活区内应保持整洁，生活垃圾倒入垃圾池进行统一处理。开展文明施工现场竞赛活动，建立奖惩制度，规范现场管理;爆破作业等特殊作业区，设安全防护;做好电缆、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。13.2文明施工保证措施施工现场实现规范化、标准化，工程驻地实现“四化”达标，积极与当地政府、环保等部门协作，开展创建文明工地活动。施工现场做到挂牌施工和管理人员佩卡上岗，工地现场施工材料必须堆放整齐，工地生活设施必须清洁文明，强化后勤保障，建立一个良好的工作、生活环境。建立奖惩制度，对保持好的作业队和个人奖励，对不好的作业队和个人进行处罚。参与施工人员着装整洁，礼貌待人，团结同志，严以律己。施工车辆、机械严格遵守交通规则和当地有关通行规定，不随意鸣笛、不抢占道路、杜绝碾压农田。工程开工前调查工点有无地下埋设的通信光电缆等情况以采取必要的防护措施。45 明洞施工方案中铁二十一局大连铁路枢纽SN2标按照我单位标准文明工地建设有关要求，建立良好的工作、生活环境，树立铁路施工企业的良好形象。各项临时设施、驻地，必须按照经批准的平面图布设，因地制宜，布局合理，整齐有序，安全卫生，禁止擅自随意搭设。各种建筑材料、砂石料、周转料、机具等，要分类、分品种、分规格堆码，放置整齐。注意作好场区、生活区的排水系统，经常清理，保持排水畅通。工地内各种管线要统一规划，布设整齐合理，排水畅通，道路平整，照明充分。施工便道、场区道路要合理规划布置，定期专人整修，保持平顺。司机要文明行车，礼貌行车。施工污水采用沉淀池内沉淀处理，防止污染，污水池定期派认清理。各工点施工要有计划有步骤地进行，做到有序展开，工完料尽，场地恢复平整。设置必须的长久性固定安全警示牌、宣传牌。搞好职工宿舍文明评比活动，做好整齐、明亮、通风。施工现场注意个人卫生，养成良好的卫生习惯。尊重当地人民的风俗习惯，遵守地方政府的有关规定。加强对职工的管理教育，与当地政府携手共建文明工地。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#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