2022年仰拱首件工程施工总结 .pdf

1 2020 年 4 月 19 日仰拱首件工程施工总结文档仅供参考，不当之处，请联系改正。2 2020 年 4 月 19 日仰拱首件工程施工总结一、编制依据1业主提供合同段招标文件、设计图纸和有关补遗资料。2.中国现行的公路工程施工技术规范及工程质量检验评定标准、安全规范等。3本工程所在地的社会及自然环境等条件和现场踏勘调查所获得的有关资料。4.我公司既有的科研成果、先进施工方法和承建类似工程的施工经验。5.我项目部拟投入本工程的主要施工机械设备、测量仪器和检测设备等。二、施工说明我标段首件仰拱工程选定隧道右幅RK182+414RK182+430段，衬砌类型为级围岩浅埋洞口加强段衬砌。根据招标文件、规范及设计文件要求，编制了仰拱施工方案，在得到驻地办和总监办的批复后，我标段经过细致的施工准备，严格按照相关技术规范和仰拱施工方案进行了首段仰拱的施工。在施工过程中，技术人员全过程现场值班，做好了相关记录，做为施工总结的编制依据，在经过整理分析后，可做为以后仰拱施工参考依据，基本达到进行首段仰拱施工的重要意义。三、施工人员情况文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。3 2020 年 4 月 19 日合同段首件仰拱工程主要人员分工明细表序号姓名职务工作职责备注1 项目总工技术负责人2 工程部长施工技术3 安监室主任安全生产4 试验室主任试验检测5 工程部副部长质检工程师6 隧道队队长现场施工7 技术主管现场技术四、施工机械设备序号名称型号数量1 空压机4L20/8 8 2 装载机XG953C2 3 风钻YT28 型15 4 电焊机BX1-500/BX1-315型5 5 灰浆机HJB35A 2 6 湿喷机ZSP-II 4 7 拌和站JS750 1 8 输送泵2 9 出渣车双桥 25T 4 五、施工过程及质量控制施工准备1.熟悉施工图，认真做好图纸会审和技术交底工作。文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。4 2020 年 4 月 19 日2.根据施工坐标及设计提供的导线点，做好定位放线及水准点的引测并复核，将测量报告提交监理工程师审查。施工过程槐尖山隧道为分离式隧道，设计仰拱为65cm 厚的 C25钢筋混凝土。隧道的仰拱属于隐蔽工程，影响仰拱施工质量的因素很多，对其施工过程每一环节都必须要严格按施工规范实施，本段作为我标段隧道工程仰拱的首件工程，更对以后的仰拱施工起着样板引路的作用，因此对各种影响因素都必须有详细的考虑，施工前周密计划、合理安排，施工过程中严加控制，施工后及时总结，最终达到首件工程资料实、工程实体美、工程成品优良。1.仰拱开挖隧道仰拱采用松动爆破配合挖掘机开挖。首先测量班在隧道两侧边墙每隔5m 打一高程控制点（水泥钉标记），该点高出相应里程隧道中线路面0.5m，然后在同一里程高程控制点拉一条工程线，同时找出该里程隧道中线的位置，用钢尺量出两水泥钉的距离及中线到两水泥钉的距离，然后跟设计值进行比较，来判断是否满足设计要求。利用工程线从隧道中线向两侧每隔1m 向下量隧道底面的高度，并与设计值进行比较，来判断是否满足设计要求。2.仰拱浇注为不影响机械车辆通行，仰拱、仰拱回填利用栈桥平台进行混凝土施工。主要工序施工工艺方法如下：文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。5 2020 年 4 月 19 日仰拱及仰拱回填施工从仰拱开挖到灌注混凝土之间，隧道是处于最不稳定的状态，围岩条件差时，应迅速灌注混凝土，用仰拱闭合断面；在比较良好的围岩中，没有必要急于断面闭合时，可在不妨碍掌子面开挖作业的距离上，施作仰拱。仰拱分段整幅施工，浇筑由仰拱中心向两侧对称模筑，一次完成，仰拱砼采用插入式振捣器，加强振捣，保证砼施工质量。仰拱施工与掘进工作平行进行，为解决仰拱施工和其它工序的干扰问题，采用工字钢移动式栈桥作业，形成立体交叉平行作业体系，使仰拱施工对其它工序施工不相互干扰。本隧道仰拱施工栈桥采用I40 工字钢制作。栈桥分左右两部分，每部分由四根I40 工字钢作为纵向梁，长度为12m，端部斜坡为1.5m，工字钢上铺设5mm 厚的防滑钢板。栈桥一端搭在已经浇筑好的仰拱上，另一端用用枕木支撑。栈桥要放稳、固定牢固。栈桥需移动时用挖掘机拖拽，人工配合。仰拱钢筋绑扎仰拱钢筋在洞外钢筋加工场进行加工，运至进行绑扎或焊接。钢筋加工应符合下列规定：a、钢筋在加工弯曲前应调直。b、钢筋表面的油渍、铁锈等应清除干净。c、钢筋拉直、弯钩、弯折、弯曲应采用冷加工。钢筋安装应符合下列规定：文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。6 2020 年 4 月 19 日a、横向钢筋和纵向钢筋的每个节点均必须进行绑扎或焊接。b、钢筋焊接搭接长度及焊缝应满足设计要求。c、相邻主筋搭接位置应错开，错开距离不应小于1 米。d、同一受力钢筋的两个搭接距离不应小于1.5 米。e、箍筋连接点应在纵横向筋的交叉连接处，必须进行绑扎或焊接。f、钢筋的其它连接方式应符合相关规范的规定。安装钢筋时，钢筋长度、间距、位置、保护层厚度应满足设计要求。立模灌注混凝土在洞外采用拌和站集中拌和，混凝土搅拌运输车运至洞内进行浇筑。分段整幅施工，浇筑由仰拱中心向两侧对称模筑，一次完成，仰拱砼采用插入式振捣器振捣，振捣密实，保证砼施工质量。仰拱施工与掘进工作平行进行，为解决仰拱施工和其它工序的干扰问题，采用移动式栈桥作业，形成立体交叉平行作业体系，使仰拱施工对其它工序施工不相互干扰。仰拱砼应整体浇注一次成型，回填片石砼应在仰拱砼终凝后浇注。仰拱回填采用片石砼，片石的粒径必须大于150mm 以上，强度等级不应低于MU40，有裂缝和易风化的石材不应采用，片石砼内片石掺用量不得超过总体积的30%。片石应距模板50mm 以上，片石间距应大于粗集料的最大粒径，并应分层摆放，捣鼓密文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。7 2020 年 4 月 19 日实。仰拱回填施工时，应按设计长度、高度要求预留好横向排水管，排水管的两头要用塑料纸和麻布进行裹堵，以防水泥浆渗入，在回填片石以及振捣时要对横向排水管进行保护，避免砸坏排水管影响日后隧道排水。仰拱填充横向两侧必须立模，控制好垫层的厚度、标高和平整度，决不允许回填侵入路面部分。中心排水沟和电缆沟的位置应按设计要求的几何尺寸进行预留，横向排水管两端分别伸入中心排水沟和电缆沟，两端管口要妥善保护畅通。施工注意事项：(1)仰拱砼应超前拱墙砼施工。(2)施工前先复核仰拱断面尺寸，不允许出现欠挖，超挖部分采用同级砼回填。(3)仰拱混凝土浇筑前应清除积水、杂物、虚渣等,仰拱混凝土浇筑前必须使用模板，混凝土应振捣密实。(4)仰拱施工缝和变形缝处应按设计要求进行防水处理。质量控制措施：(1)严格执行上述的技术要求，从各个工序上控制工程质量；(2)严格进行材料、构配件检验、试验和工程试验，试验结果合格后才能用于工程施工；(3)组织与此项工程有关的施工人员进行全面质量意识教育，认真学习质量技术规范和质量检验标准，熟悉掌握施工图纸；文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档编码:CH5M7J6X7C5 HG10R9M8T5T9 ZW9A4I9V5K9文档仅供参考，不当之处，请联系改正。8 2020 年 4 月 19 日(4)严格控制质量，实行“三检”制度，先由班组内部工序质量自检后，再由质检员进行检查，检查合格后，最后又监理工程师检验，合格后才能进行下道工序施工。六、出现问题及解决方案1.仰拱模板不顺直。解决方案：将模板调整顺直后方可进行浇注。2仰拱混凝土振捣不密实。解决方案：加强振捣，直至混凝土密实。3.仰拱钢筋绑扎间距大。解决方案：将未绑扎的钢筋进行绑扎，横向钢筋和纵向钢筋的每个节点均必须进行绑扎，在以后施工中加以注意，杜绝再次发生。仰拱首件工程的施工，是结合现场实际的作业人员，机械配备，以及施工条件做出的合格工程。而且经过以上的控制手段，经各种检测验证，所施工的首件仰拱