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'第27页目录一、概述31、编制依据、设计范围31.1、编制依据、原则31.2、设计范围、施工工期及预算42、工程概况43、主要施工工艺流程53.1、拆除工程工艺流程53.2、新建坑基工程工艺流程6二、设计指导思想及目标61、设计指导思想62、施工目标62.1、安全目标62.2、质量目标62.3、环保水保目标7三、施工安全支护7四、基础施工81、主要施工方法82、轨道衡基础工程工时计划安排113、施工进度计划横道图124、施工措施技术要求125、原材料检查及混凝土浇注技术要求136、施工组织机构及管理职责157、施工安全措施178、与建设单位、监理单位的配合工作189、雨季施工措施18五、施工准备191、进场准备192、施工技术准备193、施工测量194、图纸会审19
第27页5、技术交底206、施工技术交底207、三通一平208、施工设备、机具、工具准备208.1、施工机械配备计划表208.2、主要施工仪器、试验仪表的配置情况218.3、投入该工程的主要周转材料用量219、技术准备22六、需配合施工的单位及相关工作221、东曲矿需配合工作222、局调铁路管理科需配合工作23七、质量目标和保证措施231、质量目标232、质量保证体系23八、安全注意事项23九、施工进度横道图（附图）……………………………………….26-27十、施工图……………………………………………………………28-29
第27页东曲矿轨道衡工程施工组织措施一、概述1、编制依据、设计范围1.1、编制依据、原则《铁路混凝土与砌体工程施工质量验收标准》TB10424-2003《中华人民共和国铁路技术管理规程》铁道部令第2号《中华人民共和国安全生产法》《建设工程质量管理条例》国务院第279号《建设工程质量管理办法》建设部46号部令《铁路建设项目竣工验收交接办法》铁建设[2001]117号文《铁路营业线施工及安全管理办法》铁办[2007]186号文《大爆破安全规程》GB13349-92《拆除爆破安全规程》GB13533-92及用户提供的有关资料及设计施工图编制。充分理解建设单位提出的工期目标和质量要求，通过合理安排和精心组织，严格依据质量认证体系规范管理，保证按合同中应履行的全部责任和义务按时竣工并交付使用。认真贯彻落实国家及铁道部的技术方针、政策，确保全部工程达到国家、铁道部现行的工程质量验收标准，确保本单位工程一次检验合格100%，顾客满意率90%以上，力争达到省部级及局级优质工程。严格执行合同的有关规定，确保建设单位对施工进度、工程质量，安全，环保、劳动保护的具体要求，根据轨道衡工程施工的特点，抓住重点，解决难点，制定措施，科学组织施工。
第27页工程项目管理的方式是抓住施工过程控制，建立健全安全质量保证体系，严把关键要害部位安全质量关，并由项目总负责人对工程质量负全部责任；建立以项目经理为责任中心的生产安全管理网络，强化管理，保证施工全过程的安全；优化组织结构，合理配置生产要素，抓重点、保整体，组织均衡施工，确保工期；做好文明施工、环境保护及宣传工作，创造良好的施工环境。1.2、设计范围、施工工期及预算本工程为东曲矿轨道衡4道改造，施工地点位于西山煤电（集团）有限公司东曲矿装煤仓下。计划施工工期60天，其中封锁线路施工8天完工，其余施工期间限速5Km/h通行。新建衡基础共分三节，中间一节为秤台基础，长13米，每侧各设12.5米的防爬架及整体道床加强段，轨道衡基础总长共38米。2、工程概况2.1施工环境与条件（1）、本轨道衡工程施工地点位于选煤筒仓下部装煤点。施工场地狭窄，同时运输材料受到道路的限制，施工成品材料、支护材料、机具等全部要人工二次三次倒运，倒运距离50米。（2）、施工中必需用的临时场地选择在距离坑基50米，间隔2股道的位置。（3）、该工程是在不停运的条件下进行施工，所以受到行车的严重干扰，而且装车后，车皮压道时间长，降低施工效率。为此，费用需增加行车干扰费：（人工费＋机械费）×30%
第27页2.2、线路封锁时间为8天（192小时），线路封锁期间工程的施工进度为：1、24小时内人工拆除线路防扒、钢轨及机械拆除混凝土基础;2、由于铁牛钢丝绳在线路中心，影响轨道衡的拆除和安装，需拆除铁牛钢丝绳（待施工完毕后进行安装恢复），清运拆除污土（本项需要24小时）;3、12小时内基础垫层施工,防扒梁水平支护，支护混凝土基础模板；4、12小时内浇筑混凝土防扒基础（混凝土养护时间为5天）；5、72小时内拆除旧轨道衡，安装新轨道衡；6、最后48小时内安装轨道衡配件及调试，恢复线路，清理现场垃圾，达到线路具备开通条件，组织工务、电务、安检及铁路有关部门确认开通及消点；3、主要施工工艺流程3.1、拆除工程工艺流程拆除既有钢轨→拆除道心铁牛钢丝绳、托辊及基础→水泥轨枕→清运道渣→拆除既有轨道衡→机械拆除混凝土基础→建筑污土外运3.2、新建坑基工程工艺流程拆除基坑至设计标高→清理基础→钢筋绑扎→采用一次性模板支护→浇筑混凝土→养护→设备安装→设备调试→开通线路→投入使用。
第27页二、设计指导思想及目标1、设计指导思想本工程的施工指导思想为：以人为本抓管理，科学安排保工期，严格控制创优质，落实制度保安全，文明施工促环保。2、施工目标2.1、安全目标轨道衡施工前，按照《铁路工务安全规则》、《铁路营业线施工及安全管理办法》铁办[2007]186号文及太铁师（2007）219号文《太原铁路局铁路营业线施工及安全管理办法》的要求办理施工手续和施工防护。施工期间，安设必要的照明设备和电缆警示标记，若涉及到电务设备和通信电缆时，需在电务人员和通信人员监护配合的情况下进行。消除责任火灾隐患，杜绝交通、行车重大事故和责任人身事故。2.2、质量目标确保工程达到国家及铁道部现行的施工质量验收标准，产品满足设计功能，单位工程验收合格率100%，顾客满意率90%以上，力创精品工程。竣工文件真实可靠，规范整齐。各种质量记录要填写及时、整洁、准确、完善和规范，具有可追溯性，与实物工程进度同时进行。2.3、环保水保目标
第27页切实贯彻环保法规，严格执行国家级地方颁布的有关环境保护、生态保护、水土保持的法规、方针、政策和法令，保护当地生态环境和工程主体同步实施，实现“环保至上”。三、施工安全支护1、支护施工材料进入现场后，在基坑外要按不同的组件进行堆放，主要材料详见后附图材料表。2、安装时六人一组，分别安装支护组件。3、该工程是在封锁线路条件下进行施工作业，所以在土建基础施工前，先安装13m大梁和防爬架，并进行支护，以便施工±0.00以下的所有工程和确保行车安全。4、支护采用壁厚8.5mmDN=159钢管。每根立管支重5t，侧支重10t。钢结构支护横、纵支撑均采用L50×5角钢，保证行车无事故。为保障在混凝土养护期内的正常通车作业，部分支护材料将作为主要受力机构浇筑在混凝土中而无法取出，详见后附图。5、支护立管和水平管的长度按现场情况加工，并留5～10mm的安装余量，安装时用斜铁紧固。每个支点均垫2~3块钢板（钢板规格按图示尺寸）。支撑过程中空隙间加斜铁数块衬实。如过车后有松动现象，可再加斜铁，保证不得有丝毫松动和下沉现象。6、关键部位采用电焊连接，做到万无一失，畅通无阻。对影响施工的支护管组件可以调整间距，但最大间距不得超过2米，并在列车通过时加一组临时支护，确保行车安全。四、基础施工1、主要施工方法1.1、基础工程
第27页①、该工程是跨雨季施工,必须做好雨季的防洪准备工作。②、坑基内发生积水，积时采取坑底挖积水井的办法，用水泵及时排出。1.2、水平运输①、由于施工现场地形狭窄，坑基两侧无弃土工作面，所以，采取边开挖边人抬肩扛将其建筑污土倒运至指定地点，而后汽车外运，运距 5 公里。②、浇筑用混凝土、钢筋、各种铁构件，以及钢模板，管材等均为二次倒运。③、新旧轨道衡拆安的二次倒运。1.3、模板工程①、现浇钢筋砼主要采用钢模板及钢支撑，不合钢模板拦挡的部分采用清水木栏补充，不论是木模或小钢模均应作模板计划及计算。②、钢模板必须具有足够的强度，刚性和稳定性，能可靠的承受现浇混凝土的重量和侧压力，以及在施工过程中所产生的荷载。③、为使混凝土表面整洁无滑，在模板与混凝土接触的一面，刷隔离剂，但不能污染混凝土墙面。④、支模前先弹出中心线和里边线，墙模底部用砂浆找平层调整高度零数、或用木材枋垫平，墙体宽度的零数用小木坊补足，用Ｕ型卡作上下左右连接。⑤、支模时要保证垂直和平整度，对于模板间缝隙可用加垫泡沫塑料的办法夹衬。
第27页⑥、浇筑混凝土前，模板内的杂物应清理干净。⑦、拆模施工要点，除按照《混凝土结构工程施工及验收规范》第二章第四节“模板拆除在”规定要求外，并应注意。a、拆模时不要用力过猛过急，拆下来的管件及时运走整理。b、拆模程序一般是后支的先拆的，先支的后拆，先拆除外承重部分，后拆除承重部分。c|、拆除垮度较大的挑檐下的支柱时，应先从跨中开始分别拆向两端。d、拆下的钢模板要加强保护，拆除后逐块传递下来，不得抛掷，拆下后即清理干净，按规格分类堆放整齐，以后再用，倘背面油漆脱落，应补刷防锈漆。1.4、钢筋工程①、工程用Ⅰ、Ⅱ级钢筋，原材料由厂家提供材料合格证书。②、钢筋进场后应核对成品钢号、直径、形状、尺寸和数量等是否与料单料牌相符，如有差错，应纠正增补。③、钢筋翻样由钢筋班组负责，钢筋规格不得任意代表。④、邦扎坑基壁筋时，为控制混凝土保护层的厚度，用水泥砂浆垫块。垫块的厚度等于保护层的尺寸。垫块的规格为30×30mm，在二墙体使用垫块时，可在垫块中埋入20#铁丝。⑤钢筋邦扎接头搭接长度端与钢筋弯曲处的距离不得小于钢筋直径的10倍。⑥、受拉区域内Ⅱ、Ⅲ
第27页级钢筋可不做弯钩。钢筋搭接处应在中心和两端用铁丝邦牢。⑦、Ⅰ级钢筋邦扎接头末端应做弯钩，Ⅱ级钢筋邦扎接头的搭接长度，在Ｃ40混凝土强度等级中最小为35a。⑧、坑基底板钢筋网的邦扎四周两行钢筋交叉点应每点扎牢，中间部分交叉点可相隔交错扎牢，担必须保证受力钢筋不位移。双向主筋的钢筋网，则需全部钢筋相交点扎牢。⑨、坑基底邦扎双层钢筋网时，在上层钢筋下面应设置钢筋撑脚以保证钢筋位置正确。1.5、混凝土工程本工程商品混凝土为Ｃ40。（外加早强剂）①、水泥进场应对其品种、级别、包装、出厂日期等进行检查，并应对强度，安定性及其它必要的性能指标进行复验，其质量必须符合现行标准的规定。②、混凝土的配合比严格按照权威部门出具的配合比报告单执行。③、混凝土搅拌机采用移动自落式——400型。④、混凝土浇筑：a、浇筑混凝土操作振动器时要做到“快插慢拔”。b、混凝土分层浇筑时，每层混凝土厚度应不超过振动动棒长度的1.25倍。c、每一插点应掌握好振捣时间，过短不易捣实，过长可能引起 混凝土产生离析现象，一般每点振捣时间为20-30Ｓ。d、振动器插点要均匀排列，可采用“行列式”或“交错式”
第27页每移动位置的距离应不小于振动棒作用半径Ｒ的1.5倍。1.6、混凝土养护①、坑基混凝土墙壁、底板部分，要求将其包一层塑料薄膜，使其混凝土表面与空气隔离，封闭混凝土中的水份不在蒸发，而完成水化作用。②、现浇混凝土整体道床，铺草帘浇水养生，不少于14个昼夜。2、轨道衡基础工程工时计划安排2.1、在线路两侧设置水平定位桩（详见后附图），用来做水平管支撑点。此定位桩需提前浇筑（砼C25），养护期满15天后方可使用。2.2、恢复线路开通后，继续清渣，直至达到设计标高。然后整片片石垫层施工。通车后每天只能利用不装车的间隙时间来施工，提前半小时停工恢复现场。每天工作任务量大，但工作时间短。需三班倒来施工。线路支护是非常专业的工作，因此每班必须有三名专业支护员来巡检完成。巡检在混凝土浇筑完成后方能停止工作。2.3、C15基础混凝土垫层施工，约需5小时。2.4、混凝土基础钢筋制作、绑扎及支模。约需3天3夜。2.5、浇筑C40基坑混凝土。需24小时连续作业。以后为混凝土养护期28天。2.6、拆除混凝土模板。2.7、传感器、微机安装调试。2.8、验收，交付甲方使用。
第27页3、施工进度计划横道图考虑到本工程施工现场狭窄，水平运距较远，同时跨雨季施工，而且受到行车干扰等一系列困难因素，为保证工程优质高效提前完成，围绕上述施工工艺流程和工程中各种工序间相互配合，我施工单位制定了严密合理的流水交叉作业方案来指导施工，确保工期计划的实施，（详见后附施工进度横道图）。4、施工措施技术要求1）、进入现场后应协同有关人员做好技术交底、安全交底及与车站调度的衔接配合工作。2）、协同建设单位做好轨道衡的标高及定位工作并签证。3）、按设计要求设置定位桩，定位桩施工完成后十五天以上方可使用。4）、C15混凝土垫层可分块、分段施工，但要保证其上表面的平整度，不平度≤10mm。5）、混凝土施工应按有关施工及验收规范进行，可分三段施工，钢筋绑扎分二次完成，侧壁、机墩竖向筋应与底板筋同时绑扎。混凝土浇筑时分部位留试块三组九块。6）、混凝土浇筑前应特别注意预留孔洞的设置和预埋板的位置，必须经设备工程师签证后方可浇筑。7）、混凝土模板采用片石挡墙外模及砖、钢内模施工。8）、拆模后混凝土表面覆盖塑料薄膜保湿养护。
第27页5、原材料检查及混凝土浇注技术要求水泥：混凝土所用的水泥必须经监理工程师批准。每批进场水泥附有货单抄件和出厂合格证提交给监理工程师，其内容包括水泥的生产厂家、出厂日期、牌号、标号、数量以及厂检验部门的印章及该部门负责人、检验人的签名。水泥的运输、储存、使用按《铁路混凝土及砌体工程施工及验收规范》的有关规定执行。细骨料：为级配良好、质地坚硬、颗粒洁净的天然河砂，不同来源的砂分别设立标志储存。同一料源每批（不超过200m3）砂试验合格并经监理工程师认可后使用。粗骨料：采用坚硬的碎石，表面洁净，针状片状颗粒及水泥土杂物含量不得超过规定要求，不同来源和规格的粗骨料分别设立标志储存。同一料来源每批（不超过200m3）粗骨料试验合格后，经监理工程师认可后使用。拌和用水：使用前经试验合格并经监理工程师认可后使用，水中不得含有影响水泥正常凝结与硬化的有害杂质。外加剂：所采用的混凝土外加剂必须经监理工程师书面批准并且必须是有关部门检验并附有检验合格证明的产品，掺入量按产品说明和试配情况确定，使用效果经试验证实。
第27页检查混凝土配合比：设计配合比通过计算和试配选定，设计混凝土的配合比必须满足强度、和易性、耐久性和经济要求，根据设计的配合比及施工所采用的原材料，在与施工条件相同的条件下，拌制少量混凝土制作试件进行试验，如混凝土的强度、和易性不适应，则调整配合比，直到满意为止。当水泥、骨料和外加剂的来源、质量变化时，都必须进行配合比设计，配合比经监理工程师批准后使用。检查模板：浇筑混凝土前检查模板尺寸、形状是否正确，接缝是否严密，支架连接是否牢固，并清除模板内的灰屑垃圾。用空压机吹风或用水冲洗干净，模板内侧涂隔离剂，检查钢筋的数量、尺寸、间距及保护层厚度是否符合设计要求。预埋件和预留孔是否齐全，位置是否准确，经自检和监理工程师检查验收合格后浇筑混凝土。混凝土拌和：采用有自动计量装置的拌和站搅拌，各种计量仪器经质检站鉴定合格后使用，对骨料的含水率经常进行检测，以调整骨料和水的用量。上料程序为砂→石→水泥→水，在整个施工过程中，控制拌和速度和混凝土浇筑速度，严格控制水灰比和混凝土坍落度。混凝土运输：主要采用混凝土罐车运输，近距离小用量时采用小型机动翻斗车运输。混凝土浇筑：混凝土浇筑以人工浇筑为主，浇筑混凝土前，首先对模板、支架、钢筋和预埋件进行全面检查，符合要求后开始浇筑。混凝土浇筑连续进行，如因故必须间断时，需按规范规定做好接灌措施。混凝土的振捣：混凝土的振捣必须有专人负责，严格按规定操作，所采用的振捣器为插入式。当使用插入式振捣器时，避免振捣棒碰撞模板、钢筋及预埋件。大型预制构件采用附着式和插入式振捣器联合振捣，振捣密实的标志是混凝土停止下沉、不再冒出气泡、表面平坦、泛浆。
第27页为使混凝土强度提前达到要求，以下混凝土施工均掺入混凝土早强剂(掺入后七天达到混凝土标号的90% ——100%)。混凝土养生采用湿润法养生，重要结构必须洒水、覆盖养生，并由专人负责，以保证混凝土质量，养生时间为7～15天。6、施工组织机构及管理职责6.1、总指挥：郭志云现场施工总负责:寇金保付润清主要职责：1）、全面负责工程的一切质量，安全进度，协调各组及相关单位的配合，调配人员、机械及材料。2）、确定施工方案和施工组织，安排工程顺序，发布施工命令，布置各重要岗位的人员、机械。3）、负责施工中的安全检查，杜绝违章指挥和违章操作。4）、完成公司下达的其他命令。6.2、技术负责人：寇金保主要职责：1）、在施工负责人领导下开展工作，主要负责现场技术工作。全面掌握工程设计情况，熟悉施工规范，组织编写现场施工组织措施。负责提报现场材料计划。2）、严格控制各个关键工序的施工，保证工程达到《铁路工程施工质量验收标准》。3
第27页）、实施全方位进度跟踪，掌握第一手资料，制作施工竣工资料，完成上级交待的其他工作6.3、施工组组长：郭增玉主要职责：1）、在施工领导人统一指挥下进行工作，服从命令，听从指挥，对工程安全，质量负责。2）、具体组织人员实施施工负责人布置的每日工作，出现问题及时解决并上报领导。3）、按技术标准及施工规范组织现场作业，关键岗位人员要持证上岗。4）、加强对工人的现场管理，防止工人违章操作，搬运笨重物体要统一指挥，协调配合。5）、施工班组共3组，每组12人。施工班组在组长领导下完成工程施工任务。6.4、安全负责人：付润清主要职责：1)、全面负责施工过程中的一切安全监察工作，确保行车及人身安全。2)、按《技规》、《安规》中的相应规定办理施工防护。3)、按照施工领导人的安排在指定位置防护，防护用品备齐。随时保持与列车防护员联络畅通，及时报告施工领导人列车运行情况。施工封锁时，按要求设置好现场防护和办理施工要点手续。紧急情况下，根据施工领导人命令拦停列车，以确保列车安全。
第27页4）、施工现场三个班，设安全防护人员2名，其中每班安排1名安全联络员，负责与铁路驻站调度员取得联系，落实火车到开时间。7、施工安全措施施工时，严格执行太铁师219号文《太原铁路局营业线施工安全管理办法》及《铁路工务安全规则》中的有关规定，并按要求办理相关的施工手续。施工前，施工负责人组织所有参加施工人员进行行车及人身安全教育，学习有关规章制度，安排工程计划和作业注意事项，明确分工和责任，做到各守其责。各施工人员必须带安全帽，身穿铁路防护服。各次施工前，施工领导人组织有关人员认真检查各项准备工作，对可能发生的情况预想在前，组织在前，并制定相应的应急预案。参加施工人员要熟知本工种的安全操作规程和技术要领，并进行上岗前的技术培训，安全员、防护员等关键人员持证上岗，杜绝违章指挥和违章操作。施工前，施工负责人对施工地段的前后线路进行调查，了解轨缝情况，加强施工地段的线路锁定。指派专人对所用材料进行分门类别整理，仔细检查工具、机具是否完好，材料是否充足，作好施工前的一切准备工作。施工中，要统一指挥，齐心协力，不盲目、不混乱，做到令行禁止，紧张而有序，同时指派专人经常监视即有设备，发现异常立即处理。机具必须采取绝缘措施。搬运材料及进行作业时，严禁使轨道电路连电。
第27页施工后，清理收集拆除的轨料，整理路基和道床，保证工程达到优良标准。施工要点前，按照相关规定办理施工手续和施工防护，施工负责人确定命令后，方可发布施工命令，严禁施工点前任何影响线路安全的准备工作。恢复线路后，认真检查轨道状态和限界，确认达到可通行列车条件，第一列车通过后，进行必要的养护整修，确保线路及早达到正常通行列车条件。8、与建设单位、监理单位的配合工作8.1、对各个隐蔽工程的检查与记录，施工单位派人提前通知建设单位及监理单位。建设单位或监理工程师应及时到现场检查验收、指正与签证。8.2、对施工中发生的设计未列项目、数量和设计变更，建设单位或监理工程师确认后及时办理现场签证。作为施工单位调整工程价款的依据。未得到建设单位或监理工程师的确认，施工单位有权拒绝施工。9、雨季施工措施9.1、雨季施工，在开挖好的电子轨道衡基坑周围，为了防止雨水浸入，可用装好砂子的编织袋做好0.5m高的围堰。9.2、准备两台潜水泵如有坑基积水，及时排出。五、施工准备1、进场准备在工程开工前，封道前20日内完成以下准备工作：
第27页与有关单位签订施工安全配合协议，施工用水、电协议；职工培训，安全教育，技术交底；施工建点；人员及机械进场；施工测量及调查；水平定位桩的施工及养护。2、施工技术准备检查设计资料和施工图纸是否齐全，了解既有设备状况及现场施工调查。编制实施性施工组织设计、质量计划、创优规划及措施和各种保证工程安全、质量、工期的措施。进行职工培训，安全教育，技术交底，与有关单位签订施工安全配合协议，施工用水、电协议，做好施工测量，加强与设计单位的联络。3、施工测量按照设计文件对施工现场进行测量，测量的主要内容有：路基标高测量，线路，及旧轨道衡标高测量等。采用经纬仪，水平仪，钢卷尺，钢盘尺等工具，以“测量双检，换手测量”等行之有效的原则，保证施工测量不出差错。4、图纸会审在建设单位主持下对施工图纸进行审核，并把发现的问题分类汇总后报监理工程师联系解决。工作重点是：全面认真熟悉，充分了解设计意图，核对地形及地质资料，调查施工现场的状况。5、技术交底
第27页由甲方组织，驻地监理工程师主持，设计单位向施工单位进行设计技术交底。主要内容：设计思想、设计特点、主要技术条件等的内容；关键部位的施工要求；答复图纸会审中问题，并在会议纪要明确设计应向施工单位交待的注意事项。6、施工技术交底由项目部向作业队、工班进行层层交底。主要内容有：各工序的施工工艺、技术标准、设计变更情况，会议纪要中的技术要求，施工中的安全质量要求等。7、三通一平7.1、场地平整：施工场地选在距离坑基50米远，间隔2股道的位置。但是场地堆有选煤厂的物品材料及其它杂物，需在施工前全部清运。7.2、施工用水、用电由建设单位现场具体确定。7.3、材料、机械设备等的运输通道要跨越2股道，因此需开通临时铁路道口。8、施工设备、机具、工具准备8.1、施工机械配备计划表序号名称数量型号用途1装载机1台932型910型装渣2砼输送泵1台SCHWING BP550/BP4000输送砼3钢筋对焊机1台UN1-100钢筋加工4钢筋切断机1台GJ-50钢筋加工5电焊机2台BX-500,BX-300钢筋焊接6汽车2台运输7圆盘锯1台500mm木料加工8木工压刨机1台500mm木料加工9搅拌站1台400型拌制砼
第27页10砂轮机2台E200mm修补砼用11插入式振动棒2个结构施工12平板式振动器1个结构施工13水泵1台GCA-6（40m）地下降水14打夯机2台蛙式型地基和回填土15空压机1台钻孔16风钻钻孔17风镐破碎18切割机1台ф50019角向磨光机2台8.2、主要施工仪器、试验仪表的配置情况序号仪器名称单位数量备 注1DJJ2-2激光经纬仪台1用于垂直控制及投测轴线，仪器测角读数可精确到1秒。2DZS-2自动安平水准仪台1标高的测量与传递350m钢卷尺把1用于轴线量测4试模组32组砼试模，1组砂浆试模。8.3、投入该工程的主要周转材料用量序号名称规格单位数量备 注1竹胶板及钢模板m21000地下及地面以上模板总量2木方50×50m310梁板柱模板下主次龙骨及地下墙体模板用3钢管脚手架Φ48*3.5t2外墙围护及各层模板支撑9、技术准备9.1、图纸到位自审完毕，进一步与建设单位、设计单位一同会审出图计划，搞清设计意图。同时了解施工现场情况，以便完善施工前的准备工作。
第27页9.2、编制购置轨道衡及施工用料计划。9.3、联系有关实验室作出材料进场检验报告，以及施工过程中成品混凝土试块的试压报告。9.4、模板及支撑架的设计。现浇基坑混凝土的质量取决与模板设计，为此，设专人进行模板支拆的设计。模板及工艺设计的目标是，现浇钢筋混凝土密实不走形，层间无错牙，大角顺直，混凝土面平整无麻面，预留洞方正。9.5、施工放线、超平统一由现场技术员负责，在交桩后应放出中心轴线，以便进行下道工序。六、需配合施工的单位及相关工作1、东曲矿需配合工作1)、负责施工场地的“三通一平”。2）、提供施工所需的氧气和乙炔。3)、安置施工人员临时住所。4)、提供施工垃圾的堆放场地。联系人：（）电话：2、局调铁路管理科需配合工作1)、配合施工单位做各种协调工作。2）、监管现场施工进度、质量、安全等工作。联系人：电话：
第27页七、质量目标和保证措施1、质量目标确保工程达到国家及铁道部现行的施工质量验收标准，产品满足设计功能，单位工程验收合格率100%，顾客满意率90%以上，力创精品工程。2、质量保证体系【质量管理组织网络】建立项目部、管理层职能部门和责任人员3个层次的现场质量管理体系组织项目总指挥：郭志云现场负责人：寇金保付润清技术负责人：寇金保施工组长：郭增玉钢筋工长：李爱新混凝土工长：高全山电气工长：王孝贵八、安全注意事项1、所有施工人员进入现场必须按有关规定着装、配戴安全帽2、所有施工人员未经容许不得进入其他工程工地。3、施工期间每天必须安排三班值班人员检查、维护支护系统，每次行车过后必须检查、维护。4、列车通过或压道时应停止施工，全体施工人员必须撤离现场。
第27页5、用电应提前与甲方和协作单位的有关人员联系，接用电操作按有关规程执行。6、所有用电设备要有专人使用与管理，做好开关保护和操作管理，现场电线要架空，以免线皮破裂漏电。7、工地使用明火要经过甲方同意方可，不得在工地燃明火取暖。8、施工现场材料、工具不得乱堆乱放，必须堆外在1.5米以外，通行道路要畅通，确保行车安全。9、车皮进站后，施工人员不得在车皮下穿行，以免发生碰挂事故和人员伤亡事故。10、严格执行“班前布置工作讲安全，班中时时处处注意安全，班后分析安全”的原则；11、施工中，施工负责人应严格按审定的方案作业，随时掌握进度与质量，监督施工人员执行各项安全规定，消除不安全因素，并保持与防护员之间的联系；12、防护员必须执证上岗，切实做好防护工作，确保行车及施工人员的安全，且防护员应按标准进行防护：13、作业工器具必须按规定整齐堆放，严禁侵限；14、使用单轨车时，使用人应执证上岗或经施工负责人指派且保证有足够的人员；应严格执行《铁路工务安全规则》，并注意瞭望。停车手信号应在单轨车前后各50米处显示，随车移动进行防护。前应按规定设好防护；15
第27页、起道机使用前要进行性能检查，如发现不良禁止使用，起拨道机要严格按规程操作，在起道时间内，不得兼做其它工作，随时瞭望防护信号，下道后严禁将起道机放在道心或轨枕头道床顶面上；16、更换失效轨枕装卸和堆放，不得损坏信号设备，不得侵限，抬杠、绳索等要认真检查，防止拉断伤人；17、多人一起作业时，相互间保持一定安全距离防止工具伤人，休息时严禁坐在轨道上；18、上下班途中严禁打闹、喧哗，遇来车按规定避车；19、施工人员步行上下班时，应在路肩或路旁走行，不得随意穿越线路。20、遇来车时，施工负责人要加强施工器具及材料是否侵限检查，并组织施工人员按规定列队迎送列车。21、必须做到一切行动听指挥，有令则行，有禁则止，对于不听指挥或违章人员要严加惩处。二零一二年四月内部资料，请勿外传！
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