改编____隧道施工组织设计2

'连拱隧道施工组织设计武吉高速公路C11标峡石连拱隧道全长220米，围岩级别为V级浅埋，VI级围岩。一、隧道施工总体安排根据图纸要求，考虑到两端弃渣场地的布置，弃渣利用以及施工进度等条件，确定从两端洞口同时施工。采用大型施工机械配套施工，开挖出碴机械配套作业线、初期支护砼机械配套作业线与二次衬砌砼施工作业线相配合的一条龙作业。坚持“早进洞、晚出洞、少扰动、早喷锚、勤量测、紧封闭”的原则，避免洞口大挖大刷，保证洞口的边坡及仰坡的稳定，开挖后仰拱及时跟上。施工中进行超前地质预报，采用先进的量测探测技术对围岩提前做出判断，拟定相应的施工方案。隧道施工前在决定开挖方法时，对断面尺寸及形式、围岩条件、工区长度、工期、当地条件等综合考虑后，最大限度利用围岩自身具有的支承力，在不使围岩松驰的情况下，尽可能使用开挖断面大的开挖方法。隧道按新奥法进行施工。连拱隧道V级围岩段施工开挖采用三导坑法、IV级围岩采用中导洞先行，主洞分部开挖。V级围岩将尽量采用无爆破施工，需爆破时，将采用微震光面控制爆破技术施工。尽可能减少超挖及减少对围岩的扰动和破坏，利用掘进台架进行作业，风枪钻孔；IV类围岩采用光面爆破技术，利用凿岩台车及移动式钻孔作业平台进行全断面开挖，采取预留光爆层的施工方法。实施掘进（钻孔、爆破），出碴（扒、装、运、卸），锚网喷支护（运送打锚杆、挂网、湿喷护及钢格栅拱架为初期支护，大管棚、超前注浆小导管、超前锚杆等为施工辅助措施），二次模筑衬砌（搅拌、运输、浇灌、振捣）等四条机械化作业流水线。 二、隧道施工人员、设备配置施工队的劳动力组织安排如下：隧道施工队机械设备的配备见下表： 机械设备名称型号产地数量凿岩台车瑞典阿特拉斯H178型1风动凿岩机河北万泰YT2812风镐无锡大发G2010简易台车H1782轮式侧卸装载机徐工ZL503自卸汽车重庆红岩15t12自卸汽车解放5t8挖掘机小松PC200、北方天宇2606LC5混凝土拌和站山东JS750型1整体液压衬砌台车四川广汉金达GSM-112混凝土输送泵江苏徐工HBT10016AR2插入式振动器上海HZ6×5010混凝土输送车山东SDX5281GJBJC73管棚机河北宣化MGJ-50001轴流式通风机重庆SFDN0.103发电机江苏400GF-W2内燃压风机万泰风动VF-124电动空压机万泰风动VF-96水平钻机徐工ZD12453强制式拌和机山东JS5002混凝土喷射机四川成都TK-500、TK-9612灰浆拌和机青岛路通达JWZ1903风动凿岩机河北万泰YT28/2413双液注浆泵郑州康达CGD704三、隧道进洞施工方法 1．本隧道进、出口处为IV类围岩，岩体主要结构面为风化裂隙、节理和层面裂隙，属破碎岩体，无自稳能力，易坍塌，透水性强，雨季施工洞室有渗水现象，基于这种情况，在进洞施工时，成洞面采用喷射砼、锚杆群及挂网加固稳定，进出口及围岩软弱段结合管棚、超前小导管或超前锚杆并以工字钢、钢格栅拱架和系统锚杆形成较强的初期支护，要特别注意防坍方，洞口边坡、仰坡应加强排水措施和加固防护措施，仰拱采用用跳槽开挖，开挖后及时施作，尽快形成闭合环。2．在对洞门、边仰坡按设计放线后，采用以挖掘机开挖为主，如遇岩层较硬或遇较大孤石，则采用松动爆破，将孤石震裂，岩石震松，然后以挖掘机挖掘，并用风镐辅以开挖。以此减少对洞口风化严重部分围岩的扰动，保证顺利进洞。3．在开挖洞门、边仰坡的同时，认真仔细地观察边仰坡土体的稳定性，如若土体不稳或有滑动迹象，对边仰坡进行及时的加固和防护措施，以保证施工安全。4．在洞门位置及边仰坡基本就位后，要及时修建排水沟、截水沟等排水系统，防止地表水冲刷及渗透，影响成洞及施工安全。5．挖出洞门位置后，立即对其进行洞门衬砌及挡翼墙、地面排水系统的施作，待洞门施工完毕后，再向前掘进。6．明洞及洞门施工基本要求：明洞及洞门宜尽早修建，并安排在非雨季施工，以增强洞口处边坡稳定，保障洞口内正常施工。洞口端墙处的衬砌与洞口内衬砌采用同一材料整体灌筑，洞门端墙与隧道衬砌应连接良好，使之成为整体。四、隧道施工工序及施工方法连拱隧道施工采用导坑先行的减跨原则，但由此也带来洞室经多次开挖引起应力频繁地重分布、荷载变化大、工序烦琐。尤其两隧洞相距较近时，由于两隧洞相互作用，相邻侧的应力明显大于相反侧的应力，这使得选择合理的施工顺序减少应力变化，保证连拱隧道中墙的稳定至关重要。为此，隧道施工在V级围岩地段采用三导坑法，如图1示；在Ⅳ级围岩地段采用中导坑正台阶法施工，如图2示。 本隧道在V级围岩地段采用三导坑法，在Ⅳ级围岩地段采用中导坑施工，主洞采用正台阶法分步法开挖，遵循先墙后拱法施工初期支护和二次衬砌紧跟的支护原则。导坑均采用微台阶法施工。岩石软弱地段上部采用人工开挖，下部采用挖掘机挖运；坚硬石质地段采用控制爆破。为防止荷载重分布造成中墙偏压倾斜及“群洞效应”对中导坑产生附加荷载，导致较大变形，中墙侧边回填后再设地梁横撑和顶部斜撑。在洞口段施工完成后，先进行中导坑开挖及中墙施工，中墙顶及侧边回填后开挖左侧导坑，中导坑贯通后从中间向洞口浇注中墙，侧导坑则从洞口向中间施作边墙二衬。在左侧导坑开挖支护到位，且边墙衬砌后施工左侧主洞，进行拱部开挖及拱部二次衬砌，随后开挖中部及落底施作仰拱，形成封闭的支护结构。在左线主洞衬砌(包括仰拱)施作了一定长度之后，即可展开右洞施工，施工顺序同左洞，左右洞主洞掌子面间距控制在不小50m的范围内，主洞二次衬砌应紧跟掌子面。在二次衬砌混凝土施作前注意防水层、排水管和预埋管件以及预留洞室的设置。正洞施工根据不同地质条件采用弧形导坑或台阶法开挖，拱部开挖支护一次成型，初期支护严格按照设计施作，对地质条件变化地段及时提出设计变更，修改支护参数。各类围岩段一次开挖长度不宜大于钢拱架或锚杆纵向间距的1.5倍。五、洞内测量和放线检验1．洞内导线沿洞中线一侧布设。视线应离支撑、设备不小于0.2m的间距。2．每期测量的导线应构成角度闭合，以便检核、评定测角精度。3．导线边长应根据洞内导线测量设计要求布置。当隧道掘进、衬砌一段距离后，能使通视良好，采用设计边长二倍以上的长边导线。4．洞内导线点采用混凝土包铁芯桩，桩顶面应低于坑道底面0.1～0.2m，加木板覆盖，在桩位两侧坑道壁上标清点名、里程。洞内每隔50米设置一个水准点。 5．冲线法用于坑道临时中线测设，冲线点的间距约5m，延伸长度，直线不超过30m，曲线不超过20m。6．经纬仪延伸，当中线延伸至20m或30m后，使用经纬仪定正前端临时中线点，经仪器多次正定后达到一个正式中线点的长度后，设置正式中线点。正式中线点的间距，直线段为100～200m，曲线段为50～70m。六、正台阶开挖方法采用正台阶开挖方法，上台阶开挖采用凿岩机钻眼，塑料导爆管非电起爆系统、毫秒微差序起爆，预留光爆层爆破。下半断面采用液压钻孔台车钻眼，光面爆破，上台阶由隧道挖装机装渣，下台阶由侧卸装载机装渣，自卸车运渣。施工中合理调整工序，实行“钻爆、装渣、运输”机械化一条龙作业。隧道开挖后及时施作初期支护，下半断面开挖后仰拱紧跟。根据隧道围岩、断面和配备机械情况，综合分析施工中每道工序的先后顺序及所需时间，绘制出形象直观的循环作业时间表来显示此方法工序循环情况：对于IV类围岩，利用凿岩台车及移动式钻孔作业平台进行全断面开挖，采取预留光爆层的施工方法。主要工序为：使用移动式台车，首先全断面一次钻孔，并进行装药连线，然后将钻孔台车退到50m以外的安全地点，再起爆，使爆破一次成型，出渣后钻孔台车再推移至开挖面就位，开始下一个钻爆循环，同时进行锚喷支护。循环作业时间表： 七、光面爆破工艺隧道爆破按光面爆破法进行设计。凝灰岩的岩性特点是硬、脆、易裂，比较容易剥落、掉块，在施下组织上，严格遵循“短进尺，弱爆破，少扰动，早锚喷，勤量测，紧封闭”十八字方针，对围岩表面及时进行挂网锚喷等处理，防止岩面过度剥落和掉块，较好地保证了隧道围岩的整体稳定。光面爆破采用直眼掏槽，小直径药卷间隔装药，见掏槽方式布置图及光面爆破装药结构图。起爆方式采用毫秒微差塑料导爆管有序起爆，采用合理的炮眼布置及光面爆破参数。掏槽方式布置图 八、爆破施工要点：1．爆破前明确危险区域，退避场所，定出爆破预告、点火、爆破解除的信号。在危险区域边界设立禁止闯入的标识，有专门的值班人员确认作业人员退避。接近贯通时加强与对方的相互联系，爆破时应确认对方人员的退避。2．指定专人点火。点火前应检查起爆线有无错结、漏接、连结不牢现象。3．瓦斯浓度低于爆炸下限值的30%方可进行爆破，否则禁止爆破。4．电力起爆5分钟、导火线起爆15分钟后才能接近掌子面，并视硝烟排出情况而定。5．经专人检查掌子面、清除危石、排除瞎炮及残留炸药后，确认安全才能开始后续作业。6．观察爆破结果，如与爆破计划期望不符时，究其原因，并在随后的计划中反映出来。九、出渣运输上半断面出渣采用隧道挖装机装渣，3台自卸汽车运渣，下半断面由侧卸装载机装渣，4～5台自卸车运渣。出渣过程中在洞内安排2台车，1台装渣，1台等待；洞外1台驶往弃渣场，1台在洞中等待，形成快速装运出渣线。洞内所有弃渣均运往路基作填料，除本合同自用外，剩余石料由业主指定处理。十、初期支护我们将根据本隧道的施工支护的要求，按照新奥法施工原理，在施工过程中施以初期支护。根据设计图纸，各级围岩爆破开挖后应及时施作初喷砼，喷射砼采用湿喷技术，封闭围岩外露面，初喷厚度不小于3cm，并紧跟掌子面，初喷与爆破时间间隔不大于8小时，IV、V级围岩在初喷后立即安装钢拱架、钢筋网、锚杆等，钢拱架与围岩之间的间隙将及时用契形块顶紧（契形块环向间距不大于0.8m），紧跟着砼喷至设计的初支厚度。V、IV级围岩初喷采用C25早强砼，主洞地段采用φ 25的中空注浆锚杆。中导洞和侧导洞全部采用HRB335Φ22螺纹钢筋全长粘结砂浆锚杆；Φ22螺纹钢筋锚杆及中空锚杆均采用M30水泥砂浆注浆；钢拱架采用I20b型钢拱架、Φ25钢筋格栅拱架。喷锚支护严格按照施工规范，喷射混凝土采用湿式喷射作业。分为初喷、复喷两次进行。初喷在开挖（或分部开挖）完成后立即进行。复喷混凝土在锚杆、挂网和钢架安装后进行，尽快形成喷锚支护整体受力，以抑制围岩变位。钢架间用混凝土喷平，并有足够的保护层。工艺工序：施工准备→通风排烟、清理危石、处理欠挖→冲冼岩面→初喷混凝土3cm→打结构锚杆挂钢筋网→安装钢架→打超前锚杆并焊接→挂板灌注→复喷混凝土到设计厚度→围岩量测→反馈、确定支护参数。十一、围岩监控量测监控量测是新奥法施工的核心，是监视围岩稳定性，检验设计与施工是否正确合理及安全的重要手段。施工中必测项目为：洞外观测、地表下沉量测、拱顶下沉量测，净空收敛量测、每一施工循环工作面地质描述。根据隧道的地质条件、围岩特点，在本隧道施工过程中，为掌握围岩和支护的动态信息，及时反馈指导施工，修改设计支护参数，同时考虑量测费用和结合本工程实际情况，隧道主要进行了地表下沉、洞内拱顶下沉和洞内水平收敛三项监测。下沉量测使用测微仪，配以自动安平水准仪及钢尺分别进行坑道周边位移、拱顶下沉和地质超前预报监控，由监测小组进行测点埋设，进行日常量测工作，于断面最大跨度和拱腰处，收敛量测采用数显式坑道收敛计进行。根据量测数据绘制净空水平收敛图、拱顶下沉距开挖工作面距离关系图，并对初期时态曲线进行回归分析，通过分析处理计算判断，及时进行地质预报及反馈，为二次衬砌提供依据。另外，要加强对围岩和支护结构进行观察并做好记录，发现问题及时处理，以保证结构和施工安全。十二、现场监控量测项目和要求及监控量测项目的测线和测点布置现场监控量测项目和要求见量测点布置示意图及下表： 项目名称方法及工具布置测试时间1-15天16天-1个月1-3个月3个月以上应测项目地质及支护状态观察岩性、结构面产状及支护裂缝。观察和描述，地质罗盘。全长度开挖后及初期支护后进行每次爆破后及初期支护后周边位移各种类型收敛计或测杆第10-60m一个断面每断面2-3对测点1-2次/天1次/2天1-2次/周1-3次/月 拱顶下沉水平仪、水准尺或测杆每10-50m一个断面每断面2-3对测点1-2次/天1次/2天1-2次/周1-3次/月选测项目地质超前预报超前地质个钻孔间隔10-30m一个断面（必要时）地表沉降精密水平仪洞室中心线上，并与洞轴线正交平面的一定范围内布设必要数量测点开挖面据量测断面＜2B时,1-2次/1天开挖面据量测断面＜5B时,1次/2天开挖面据量测断面﹥5B时,1次/周围岩内部位移洞内钻孔安设单点或多点位移计每代表地段1-2个断面，每断面2-5测点1-2次/天1次/2天1-2次/周1-3次/月围岩压力各种类型压力盒每代表地段2-10个断面，每断面2-5测点1-2次/天1次/2天1-2次/周1-3次/月锚杆轴力各种测力锚杆《动式，钢弦式，电阻片式》每代表地段2-10个断面，每断面2-5测点1-2次/天1次/2天1-2次/周1-3次/月钢支撑内力及外力支柱压力计或其他测力计每10榀钢支撑一对测力计1-2次/天1次/2天1-2次/周1-3次/月隧道施工的初级阶段位移及下沉量大或地质变化显著时，量测断面间距可取表中较小值，当施工进展到一定程度，地质良好，且位移下沉量较小时，量测间距可取例表中较大值，根据具体情况也可适当加大，但在围岩突变处和较弱结构面处应增设测量断面和测点。 用台阶法开挖坑道时，下半断面开挖越靠近上半量测断面，量测频率应适当增加，以便掌握位移（下沉）的变化情况。如围岩位移（下沉）量较大或位移值突然增大，出现位移速度加速等情况，量测频率应适当增加，另外，进行洞内状态观测时应对每个开挖面都进行观察，一般应每天观察一次，对于选择项目的量测断面布置及项目选择，根据地质条件和设备情况确定。十三、隧道洞内测点布置注意事项1．量测点的安设应能保证初读在爆破后24小时内和下一循环爆破前完成，并读取初读数；2．测点应安设在距开挖工作面2m范围内，且不大于一个循环进尺，并应精心保护，不受下一循环爆破的破坏；3．各项位移量测的测点，一般可布置在同一断面内，测点统一在起测设结果能相互印证，协同分析与应用；4．围岩压力量测，除应与锚杆轴力量测孔相对布置外，还要在有代表性的部位设测点，以便了解支护体系在整个断面上的受力状态与支护作用情况等；5．锚杆轴力量测在局部加强锚杆地段，要在加强区域内有代表性位置设量测锚杆。十四、隧道施工监控量测频率1．净空位移和拱顶下沉的量测频率，除应按上表执行外，还应参照下表的频率执行。位移速度距工作面距离量测频率10mm/日以上0-12m1-2次/日10-5mm/日12-24m1次/日5-1mm/日24-60m1次/日1mm/日以下60m以上1次/周十五、监控量测数据整理量测数据的整理详见下表： 量测项目名称数据整理内容净空位移a．绘制位移(u)-时间(t)的关系曲线b．绘制位移(u)-距开挖距离(l)的关系曲线地表下沉a．绘制地表下沉位移(u)-时间(t)的关系曲线b．绘制位移(u)-距开挖距离(l)的关系曲线围岩内部位移a．绘制孔内各测点(l1l2l3…)-时间(t)的关系曲线b．绘制不同时间(t1t2t3…)-深度(测点位置l)的关系曲线围岩压力a．绘制围岩压力(σ)-时间(t)的关系曲线b．绘制围岩压力(σ)-应力(l)距开挖面距离的关系曲线锚杆轴向力a．绘制各测点(1,2,3…)轴力(应力σ)-时间(t)的关系曲线b．绘制不同时间(t,t,t…)锚杆轴力(应力σ)-深度(l)的关系曲线十六、量测数据分析及应用1．根据所绘曲线的变化情况与趋势，判定围岩的稳定性，及时预报险情，确定施工时应采取的措施，提供修改设计参数的依据。2．当隧道喷射混凝土出现大量的明显裂缝或隧道支护表面任何部位的实测收敛值已达规定允许值的70%，且收敛速度无明显下降时，应及时根据实测值找出回归方程，绘出回归曲线，由回归方程推算最终位移值，若最终位移值接近或超过净宽允许相对位移值时，应采取补强初期支护措施，并改变支护设计参数。3．当隧道净空值收敛的速度明显下降，收敛量已达总收敛量的80%-90%，且水平收敛速度小于0.15mm/d或拱顶位移速度小于0.1mm/d时，一般可认为围岩已基本达到稳定，此时方可进行二次衬砌。十七、防水层铺设 隧道防排水设计甚为严密，施工的关键在于采用先进合理的工艺保证防水板铺挂合理、密贴和各种排水管路的畅通。防水层采用EVA塑料防水板与无纺土工布复合而成，预留无纺布条带以便用射钉铺挂防水层，做到防水板无破损铺挂；防水板搭接处采用zDR一300型轨爬式双焊缝热合机热熔焊接，焊缝焊接宽度不小于1cm。双焊缝焊接可以检测防水板焊接的气密性，使工艺更加严密而科学。施工中，经实验测得，l.2mm厚EVA防水板热合温度为350°C左右，平面自动爬行，竖直稍用力平衡机体自重，爬行速度控制在1.2m/min。施工时，防水板铺设要松紧适度，以防止混凝土灌注时挤压绷紧，造成防水板绷裂或衬砌混凝土灌不满。1．洞外拼接：每次铺设防水层前，洞外宽敞的平整场地上，将窄幅成品卷材拼接成大块，固化后备用。防水板长边的搭接宽度为10cm，边涂刷胶粘剂边粘结，并用三合板和压碾在搭接处均匀擦压，以增加粘结密实度。2．洞内悬挂：防水层在盲沟施工完成后进行铺设，铺设在专用水板吊挂台车上完成。防水层悬挂在11号铁丝上，铁丝一端固定在φ12mm的膨胀螺栓上。3．铺设要求：对于初期支护表面存在的外露钢筋头予以齐根切除，并用1：2的水泥砂浆抹平，以防顶破防水板。对初期支护表面存在的凹凸部分局部找平修补。环向盲沟设于有集中水流处，集中小股水流处设橡胶板盲沟，大股水流处设弹簧管盲沟，弹簧管数量根据水流大小而定，一般1-3根，盲沟自上而下铺设，盲沟身不得侵入衬砌内，否则凿槽埋设。纵横向排水管用塑料三通联接，接头处外缠止水带。4．隧道排水要达到以下标准：洞内无渗水、安装孔眼不渗水、洞内路面不冒水、不积水。5．防水措施：二次模注衬砌采用C25防水砼、在隧道初期支护和二次衬砌之间铺设EVA塑料防水板与无纺土工布、隧道变形缝和沉降缝处采用中埋式橡胶止水带防水，隧道施工缝采用带注浆管的橡胶止水条。 十八、二次衬砌施工1．衬砌方式：按设计图纸，峡石隧道二次衬砌为C25防水混凝土。2．衬砌机具：隧道二次衬砌模筑混凝土采用衬砌台车整体浇注，每次衬砌长度8～12m。施工中采用全断面液压衬砌台车、大块模板，台车与模板各成独立系统，可进行穿行式作业，也可进行平移作业。3．施工方法：设一个混凝土自动计量集中拌和站，配两台JS500型拌和机和两台PL800自动计量配料机，砼采用三次投料拌和，砼搅拌运输车运输，砼输送泵灌注，附着式振捣器振捣，插入式振捣器辅助振捣。特殊地段分部衬砌时可用小型砼输送车运输，人工配合机械灌注。二次衬砌施工程序见施工工艺框图。4．施工安排：二次衬砌在初期支护和围岩收敛变形基本稳定后施做。衬砌前应做好防水板的铺设及各类预埋件、预留孔沟槽、管洞的设置。防水砼配合比严格按设计及规范执行，钢筋砼衬砌灌注前要做好钢筋的布设工作，钢筋角隅要加强振捣，两次衬砌间工作缝及沉降等要做止水带的安设工作。二次衬砌施工作业循环图： 二次衬砌采用先墙后拱法施工。在导坑初支完成后，进行相应的中墙或边墙衬砌，中墙每循环10m，边墙每循环6m，边墙衬砌预留工钢牛腿(便于后续施工)。拱部二次衬砌与初期支护的距离由围岩及埋深情况确定，在10m一35m以内。导坑的初期支护钢拱架在正洞进行拱部初期支护的基面处理时，进行割除，下部开挖时拆除临时支撑。为减少开挖爆破作业对初期支护及二次衬砌结构的影响，采取以下几个措施：①采用微震控制爆破技术，单段装药量控制在3kg以下，周边眼间距控制在50cm内；②控制爆破进尺，一次掘进长度控制在0．8m左右，并采取分部爆破；③在二衬混凝土施工过程及终凝前禁止施工爆破作业；④在爆破时将防水板翻卷，用木板遮挡，保证防水板完好无损。十九、仰拱施工隧道II的仰拱在拱墙衬砌后，要尽快施作，使衬砌断面全环封闭，增强对软弱围岩的抵抗力，以确保结构稳定。因仰拱施工期间，隧道内其他的支护、衬砌等工作仍在进行，因此，要合理地将仰拱铺砌、填充和其他施工工序穿插进行，并对仰拱、填充混凝土采用快硬、早强技术，使其迅速能够达到其他工序施工所能达到的强度。仰拱施工过程全部采用机械化进行操作，混凝土机械运输，机械铺摊，机械振捣，缩短施工循环周期。在仰拱终凝后，在仰拱面上铺一层3～5cm厚的中、粗砂，既可对表面进行保护也可起到养护作用。二十、水沟电缆槽有仰拱地段水沟侧端与隧底填充同时灌注，仰拱与衬砌边墙间的工作缝在灌注砼时先凿毛，并在水沟内侧工作缝处凿毛后用M10水泥砂浆勾缝。二十一、洞内路面洞内路面在隧道衬砌完成后由中间向洞口方向施工。砼铺筑采用UBT型辊轴式水泥砼路面摊铺整平机1台，分幅分块进行。纵缝间设拉杆，横缝间设传力杆。另配置自行式路面切纹机1台，自行式切缝机1台，灌缝机1台配合施工。 混凝土板做面施工完毕，应及时洒水养护。一般可采用草袋在混凝土终凝以后覆盖于混凝土板表面，每天应均匀洒水养护，经常保持草袋潮湿状态，养护期为14～21d，养护期间禁止一切车辆通行。二十二、隧道施工通风与防尘隧道施工通风由于本隧道采用钻爆开挖及无轨出碴运输，因此，爆破烟尘及出碴机械排出的气体成为隧道内烟尘和有害气体的主要来源。为了有效地排烟、除尘及施工通风，在隧道口采用一台2x5.5kW的轴流式通风机进行压入式通风，以保证正常的施工环境和施工人员人身健康。隧道防尘1．水幕降尘：爆破烟尘是隧道内尘埃的主要来源，爆破完成后，采用喷洒水幕降尘法，水幕降尘器安装在距掌子面30m、50m处的起拱线上2m高处，水幕降尘器在放炮前10min开启，放炮后30min关闭，根据我们已往的隧道施工经验，能达到充分降尘的目的。2．水炮泥技术：为降低粉尘，除水幕降尘法外，还将采用水炮泥技术进行隧道内降尘。其方法即为：在装完炸药后，用装水的塑料袋填于炮眼内来代替一部分炮泥，然后用黄泥封堵炮眼口。已往施工经验表明，此法降尘效果较好。二十三、隧道防、排水施工本工程在隧道施工中的防排水与永久性的防排水设施相结合，以防、截、排、堵相结合，因地制宜综合治理的原则，选择经济、合理、切实可行的治理措施。达到既便于初期支护的施工，又能保证在二次衬砌施工前，现场已经具备了防水层的施工条件。隧道施工排水 根据招标文件和设计图样提供的水文、地质资料显示，本隧道地下水丰富。结合前面已提出的排水原则和进、出口的地形状况，在隧道出口要做到水沟跟进施工面并保证畅通进行顺坡排水。在隧道进口，要每隔40m设置一个施工集水坑，此集水坑与设计的集水坑位置相一致，然后采用自吸水泵，将积水排出。拱顶及侧壁水流要及时疏通防止漫流，为后续施工做好准备，并创造良好的无水施工环境。隧道地表的防排水在隧道施工进洞前，按设计要求在洞口顶开挖和砌筑排水沟，截水沟，截止山体地表水流回洞内或影响施工。在地表的坑洼、钻孔、探坑等采用不透水材料或土壤填空，并分层回填分层夯实。对于在断层区地表的流水，在地表设置截排系统引排，防止地表水下流造成洞内涌水量过大，造成断层带坍方，或给此段洞内的施工造成难度加大。隧道洞内防排水构造施工为保证隧道建成后的质量，对于防、排水施工，我方拟采用以排为主，防、排、截、堵相结合的原则，进行处理。1．对于正常衬砌（非施工缝、伸缩缝）地段要在初期支或施工支护完成后，在模筑混凝土开始之前，设置防水层。2．对于大面积渗水地段，则在防水层中适当距离（视渗水程度而定）设置无纺布环向盲沟，将水引至衬砌背后边墙底的水沟排出。3．隧道衬砌施工缝和沉防缝处的防排水措施，以止水为主，在施工缝处设膨胀橡胶止水条，在沉防缝处设橡胶止水带。4．施工过程中，如涌水量过大，上述防排水结构措施无法满足涌水量的要求时，可根据实际情况采用增强渗、排水能力的干砌填充、施做排水暗管等其他治理方案二十四、施工测量施工前的测量准备工作1．对设计单位的交桩点进行复核；包括控制点，基准点和水准点；并通过三角网对各点进行校核，确保隧道施工精度。2．洞内外的水准点控制点要求设置牢固，并将三角点、导线点布设在视野开阔，通视良好的地方，主要是为了减少由大气折光及地面折光产生的仪器误差对导线角的影响。 3．进行洞外控制测量，确定隧道各部分位置，为开工准备条件。控制测量应用隧道群测量控制网优化和加密技术为保证进洞数据的精度和施工的准确性，我部拟采用隧道群测量控制网优化和加密技术。建立隧道独立线形锁控制网，采取严密平差，进行网形优化测量；洞口控制点采取网形加密技术，可大大提高进洞测量数据的精确度；洞内控制测量拟采取双导线进洞，严格按照主要控制点、施工基本控制点、施工控制点的布点测量程序进行布点，更能保证施工测量的准确性。洞内施工测量在本隧道的测量过程中主要运用了一些常规测量方法，在施工中采用极坐标法和三角网控制法，拟采取多点检验、测量人员采用换手复核的方式，以避免可能出现的错误，保证每点必准、精度达标，减少由于测量失误造成的不必要损失。 七、冬季和雨季施工安排根据施工总体计划，安排在冬、雨季施工的工程项目，我们将严格按照施工技术规范的要求进行施工，时常监听气象预报，以提前了解天气变化情况，及时调整工作安排，确保冬、雨季的施工在不影响工程质量和总进度的前提下顺利进行。（一）冬季施工我公司在计划进度编排中已考虑了一些不能在冬季施工的项目避开冬季施工，必须在冬季前后施工时，应注意天气变化，采取防冻措施。另外，对于水泥砼工程为确保施工质量则应采取以下措施：1、冬期施工的工程，应预先做好冬期施工各项准备工作，对各项设施和材料应提前采取防雪、防冻等措施。2、桥涵及砌石工程在冬季施工时，应认真做好防冻保暖工作，如采取搭棚加热取暖、设暖棚、蒸气养生等措施。（二）雨季施工根据雨季多雷阵雨、暴雨、的气候特点，我们将首先做好防雨、防洪的各项准备工作，及时了解天气情况，并据此调整施工内容或采取必要的措施。加强防洪措施，我们将从以下方面做好雨季施工的各项工作：1、积极和当地气象部门加强联系，掌握当地中、短天气预报动向，安排好雨季施工。2、雨季施工，特别是基础工程施工时，应在施工区布设排水槽，防止积水浸泡。水中基础在下雨过雨后的一段时间内应停止作业，以策安全。3、对钢筋、木材等应设置遮雨棚（雨布）进行覆盖，防止雨淋生锈；对袋装水泥、混凝土外加剂、电器等遇水易潮的物品应分类入库存放，防止雨淋损坏；散装水泥应设置水泥罐集中存放。4、施工区内所有电力线路应包装完好，防止下雨受潮漏电。 5、雨天混凝土浇筑完成后，应及时覆盖，防止雨淋造成表面出现麻面；下大雨时，应暂停施工。6、路基雨季施工时，认真做好临时排水设施，保证路基不受侵蚀。7、路基顶面做成2～4%的双向横坡，以利排水。8、加强施工现场的拌和场的通讯联络，配备对讲机，由施工现场调度拌和场生产。9、利用穿插进行其他工程施工来提高雨天的工时利用，待气温、天气良好时，组织大干，以弥补雨季所造成的工期损失。10、规划拌和场地的排水系统，做好施工现场的排水工作，保证雨停即可施工。八、质量、安全保证体系（一）质量保证体系我公司已通过了GB/T19001-2000—ISO9001：2000质量体系认证，并已取得了证书。通过几年来质量体系的有效运行，工程质量管理及工程质量水平稳步提高，质量保证体系日益完善，质量管理已逐步实现了全过程控制。在本合同段工程施工中，我们将更加注重质量保证体系的有效运行，严格按照《质量手册》和程序文件的要求，作好质量保证工作，以保证体系为依托，严格各项规章制度，确保实现质量目标。1、建立各级领导质量负责制项目经理对质量工作全面负责，并进行组织、推动和决策工作；分部经理、质检工程师对照质量目标，贯彻落实工程质量措施，督促、检查本段内的质量工作，对本段内工程质量达标负责；班、组长对所管工程质量负责，具体组织施工质量措施的实施，强化对施工过程的控制。领导分级负责、逐层保证，把工程质量的优劣列为考核领导业绩的重要内容，形成各级领导重视的局面，为实现工程质量创优目标奠定坚实的组织基础。2、建立质量保证体系（见质量保证体系框图）如果有幸中标，本公司将迅速组建高速公路第C11合同段 项目经理部，项目经理部成立质量领导小组，项目经理及总工程师任正、副组长，成员由质检、工程、试验、机料、合同、财务等部门负责人及各施工队长组成。明确项目经理为工程质量第一责任人，项目总工程师为工程质量直接责任人，建立以项目总工程师直接领导下的工程技术、试验、测量三位一体的质量保证体系。建立以项目总质检工程师直接领导下的试验、测量、质检三位一体的质量检测体系。（二）安全保证体系及运行1、安全保证体系我单位已取得了安全生产许可证，我们将继续认真贯彻“安全第一、预防为主”的方针，加强施工现场控制和职工生产安全教育，定期检查，建立安全保证体系，深入开展创建安全标准工地活动，确保本标段安全、优质、高效地完成。安全保证体系见《安全保证体系框图》。2、安全组织机构项目经理部设安全生产委员会，由项目经理担任主任，副经理担任副主任，并设安全质量检查工程师。各分部设专职安检员，工班设兼职安全员。安全组织机构见《安全管理机构框图》。3、安全规章制度根据我公司承担施工的任务，分别制定桥梁、路基石方开挖、边坡防护、排水工程等方面的安全作业规章制度。4、安全生产责任制项目经理、各分部经理、班组长、工人逐级建立安全生产责任制，并签订责任书，做到分工明确，责任到人。5、安全技术措施（1）项目经理部、各分部在编制施工组织设计方案和下达施工计划时，必须同时进行施工安全技术交底，对本项目范围的危险源识别，对重大危险源建立清单并制定行之有效的预案。九、环境保护和水土保持措施 1、综合措施：遵照国家环保政策和本标段环保要求，严格组织施工管理，开展文明施工，创标准化施工现场。施工前做到全员教育，全面规划，合理布局，化害为利。2、防止大气污染措施（1）施工垃圾及时清运，适时洒水，减少扬尘。（2）水泥等粉散材料，采取或封闭存放，卸运时采取有效措施，减少扬尘。（3）现场临时道路面层采取用碎石铺设，防止道路扬尘。（4）居民区附近施工现场采取洒水降尘措施。（5）施工现场使用的锅炉、茶炉、大灶，必须符合环保要求。烟尘排放黑度达到林格曼Ⅰ级以下。3、水土保持措施施工作业产生的污水，必须控制污水流向，防止蔓延，并在合理的位置设置沉淀池，经沉淀后方可排入污水管道。施工污水严禁流出工地，污染环境。对于弃土堆与取土坑，应对其进行防护，采用满铺草皮、喷草（灌）铺草和植树防护，并设置排水沟使地表水、山坡水及坑内水排出通畅。这样即美化、保护了自然环境，也防止水土流失。十、其它应说明的问题（一）资金保证措施１、流动资金及预备金的筹措对于本合同段工程，我方将筹集足够数量的资金，做为流动资金和预备金，以保证设备、人员及临建工程的正常进行，２、资金管理将在业主指定的银行开设帐户，以便业主对我方工程用资金进行有效监督，并且保证帐户上有足够的流动资金，以保证正常的施工，并且加强管理，杜绝用于此项目的资金挪作他用。３、工程核算 对检验合格的分项工程及时报验，及时计量，以保证业主的中间支付准时。（二）文明施工措施1、开工前，对参加施工的所有人员进行普法知识教育。2、在居民区、特别是学校等噪音敏感区附近施工时，对噪声大的机械设备采取安放消音设备措施，严格控制施工作业时间。3、旱季和晴天施工时，施工便道安排专人洒水降尘。4、施工便道上设置醒目的标志牌，如坡度牌、转向牌等。5、每个工地均应挂施工告示牌，标明工程名称、工程数量、起止里程、质量等级、施工负责人、技术负责人、开竣工日期等。6、所有施工人员均持证上岗，严禁无证上岗。7、临时用地和永久用地以及其它拆迁工作，严格执行先征后用的原则，杜绝野蛮施工的现象发生。8、严禁打架斗殴和酗酒闹事，对违反者给予重罚，触犯法律的移送公安机关处理。（三）搞好地方关系要搞好群众关系与友邻关系，为施工创造良好的外部环境，依靠当地政府和人民的支持，保质、保量按时完成施工任务，真正做到建设一方，造福一方。内部资料仅供参考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!z89AmYWp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