丽龙高速工程施工方案

'丽(水)龙(泉)高速公路工程云和段二期第8合同沈岸、霞晓、大处桥施工组织设计二OO五年八月十九日34 一、工程概况（一）工程规模1、沈岸大桥，中心里程K51+712.8(右桥K51+698)，桥面宽11.85m，7孔-20m，交角90°，桥梁全长146.8m（右桥148m）。2、霞晓大桥，中心里程K52+367.29(右桥K52+375.5)，桥面宽12m，交角55°，左桥16孔-20m，右桥12孔-20m，1孔-30m，4孔-20m，桥梁全长331m（右桥344m）。3、大处桥，中心里程K55+998.5，桥面宽23.7m，5孔-20m，120°交角，桥梁全长105m。（二）工程特点沈岸、霞晓、大处等三座桥梁上部结构均是20m后张法预应力砼空心板梁，墩和基础分别为独栓式墩钻孔灌注桩、双柱式墩钻孔灌注桩（后两座），台及基础前两座为重力式桥台扩大基础，大处桥为肋板台桩基础。三座桥处于不通航水位，地质情况，前两座上部卵石、漂石，下部为中等风化晶屑熔结凝灰岩到微风化晶屑熔结凝灰岩，中风化层完整；大处桥地质，上部为亚粘土、卵石、填土、名粘性土角砾，下部为全风化到中风化粉砂岩、砂砾岩，强风化层完整。对于采用桥面连续的多跨空心板桥梁，为改善桥连续的受力条件，桥面连续处板梁端应磨光，板梁端钢筋不应伸出顶部，板梁与桥面连续部分的现浇砼应严格隔离，现浇部分的砼强度应满足设计要求。支座与伸缩缝的设置见桥型布置图，支座采用矩形板式橡胶支座或采用圆形板式橡胶支座，支座厚度根据伸缩量大小选定。主要材料：预应力砼空心板梁接头采用C50砼，现浇桥面、绞缝、桥面连续采用C40砼；桥台帽、立柱、挡块、耳背墙、防撞护栏、U台侧墙采用C30砼，钻孔灌注桩、系梁、承台、桥墩扩基、搭板、枕梁均采用C25砼。U台台身、侧墙下部、U台基础C20片石砼。护坡采用7.5号浆砌片石，伸缩缝采用C50纤维砼，钢纤维用量为63kg/m3。预应力砼空心板采用Φj15.24高强低松驰钢绞线，钢绞线标准强度1860Mpa，其力学强度符合有关规范规定。普通钢筋采用Ⅱ级带肋钢筋和Ⅰ级光圆钢筋。钢板、钢管、角钢等均采用A3钢。凡须焊接的钢材须满足可焊性要求。（三）编制依据1、丽龙高速公路工程云和段二期第8合同两阶段施工图设计34 2、交通部《公路桥涵设计通用规范》JTGD60-20043、交通部《公路钢筋混凝土及预应力混凝土桥涵设计规范》4、《高速公路交通安全设施设计及施工规范》JTJ074-995、《公路桥涵施工技术规范》JTJ041-2000及其他相关国家技术标准规范。二、施工平面布置我们拟在三座桥梁工地附近选择临时道路、临设和施工作业处所。（一）沈岸大桥，临设300m2，堆材场300m2，预制板梁场地1600m2，合计2200m2。（二）霞晓大桥，临设400m2，堆材场400m2，预制板梁场地3700m2，合计4500m2。（三）大处桥，临设300m2，堆材场300m2，预制板梁场地1200m2，合计1800m2。至于场地如何划分，视可用地地形而定，总的要求，方便施工，便于机械人员出进。三、施工部署（一）施工构思1、指导思想（1）为保证三座桥梁适应高速公路的使用功能，施工的每个环节质量直接影响使用功能，因此必须把握施工工艺，精心选择材料。（2）追求功能价格比最优，遵循“工程利益第一”的原则，通过专业技术管理和施工经验的总结应用，使价值工程比值超过1。2、科学管理施工是脑体结合为社会服务，影响工程质量的因素是人的因素及组织因素，施工人员应具备良好的职业道德和较好的技术管理能力；施工管理者应以数据说话，以理服人，配备全部检测和测量设备，制定一整套管理制度，完善施工措施，提高施工质量。保证工程质量的相关因素如下：34 精干的项目班子完整施工措施严格过程控制完善的管理制度—合理的组织结构—高素质的施工队伍—组织措施—技术措施—经济措施—合同措施—事前控制—事中控制—事后控制—图纸会审制度—施工方案审批制度—技术资料审查制度—质量验评制度—安全预控制度—往来文件收发制度—定期工地综合检查制度计算机辅助管理质量管理安全管理进度控制造价控制3、控制要求（1）施工方案可行，施工方案经过审批，又经过监理批准，施工方案越明确、全面和完整，质量保证率越高。（2）组织机构以健全，为实现施工目标，成立“三桥”项目部，由经验丰富的专业人员任项目经理，优选项目管理人员，整体对三桥负责，分工明确，责任到人，为质量安全控制提供组织保证。（3）工艺流程规范①设置工艺流程的必要性，工艺流程是施工进展的步骤，有条不紊开展施工的客观要求，也是施工规范化的主要形式和内容。②工艺流程编制，从上道工序检验合格开始，进入本工序的准备，到操作实施建筑产品的形成，检验交出的过程，并把工艺流程到生产中检验修正，以求得较好的工艺流程，供工程使用。（4）施工安排①34 平行作业，考虑到三座桥梁的分散，工期紧的要求，我们拟派出三个力量不等的施工队，实行平行作业，施工队人员到位，机械设备到位，资金到位，材料到场，做好物质上的保证。②敦促解决三通一平，水通、电通、路通，满足施工要求，我们要积极主动配合，如没有解决，要主动迎上去。③就地处理，在施工中发现质量不合格和安全隐患立即处理，不等待，不说情，树立施工管理权威。（二）进度安排1、工期：360个日历天，工期计算见表一。2、计划进度横道图，（以霞晓大桥为例，沈岸桥和大处桥可参照）见图一。图一：霞晓大桥流程图工程项目10303030303030303030303020准备工作钻孔桩210接墩柱台身盖梁100制台座及梁板210吊装板梁100桥面铺装90工程验收3、施工进度网络图，见图二4、保证进度措施（1）做好施工准备①进场前的准备，做好人员、机械设备的调配和物资供应的准备，特别是材料供应要签约，使用的机械设备要经过检修合格才准进场。②34 进场后的准备，一是三通一平落实否；二是临时设施和梁板制作场地及钢筋制作场地的准备，准备工作要有质量，特别是梁板的台座要坚实平直和尺寸满足要求；三是资源进场，人员到位，机械设备完整无缺到场，各种材料进场，按规定堆放，保证材质不变。（2）优化劳动组合①组合原则：强弱结合，技术高低结合，专业搭配。②如何结合，对符合施工的有关人员，要加强职业道德的教育，坚持工程利益放首位，服从分配，产明纪律，以便集中统一指挥。③以人为本，劳动者要服从命令听指挥，管理者要关心操作者，爱护操作者，使他发挥更大的积极性，保质量保安全，提高工效。④优化效果，通过优化结合，可提高工效30%以上，同是安全和工期也有了保障，我们紧抓优化组合，实现我们的目标。（3）组织管理措施①成立精干的项目经理部，实现项目经理负责制，设置了强有力的工程管理系统，实施对工程全面管理。②进场施工人员，健全队长负责制，强化一线管理和领导指挥，建立岗位责任制，项目管理分解到全体员工，制定详细科学的施工作业计划，保持均衡生产，全面实现计划目标。③总体“一盘体”在人、财、物上确保本工程的施工需要，特别是重点工程。④专人负责工期管理，合同管理人员每日做好工程进度的统计，对当日没有完成任务的事项要查明原因，采取对策，把滞后的工期赶上去；同时还要注意非承包商的风险和责任引起的工期索赔问题。⑤采用新技术，提高工效，利用计算机参加工期管理，用先进爆破技术加快钻孔桩成孔速度；在施工过程中对提高质量保证缩短工期的合理化建议多提，为三桥提前投入使用作贡献。（4）劳动管理措施①加强用工计划，按定额用工。②加强劳动力定额管理。③技术干部跟班作业，队长施工员亲临现场指挥。④完成工程量与报酬挂钩，促进生产率提高。（5）技术保证措施34 ①制定详细的施工组织设计，施工中不断优化，做到科学施工，信息反馈及时，适时调整和优化进度计划。②组织一条龙施工作业线，保证一环扣一环的施工工序。③发挥技术管理的业务指导作用，细审核，严交底，勤检查，抓落实，对难度较大的问题，积极会同设计、监理共同研究解决。④建立以总工程师为首的技术保障体系，加强总工程师的责任制，行使技术否决权，使各方案和技术措施可靠，施工顺利进行。（6）生活保证措施①关心职工生活，保证职工吃好、住好、休息好，保持充沛的精力投入施工。②资金到位，及时发放工资，避免用钱的忧愁。③创造良好的施工环境和外部环境，和气生财。（三）项目管理人员见图三项目经理技术负责人安全负责人安全人员四人技术人员七人管理人员三人六大员十八人财务人员三人施工队长六人图三：项目管理人员（四）项目主要资源配置1、人员配备见表二2、主要机械设备见表三34 3、主要使用材料见表四四、把控工程质量（一）质量目标：三个单项工程合格分部分项工程合格（二）保证措施质量保证体系与项目管理人员相似。1、工程测量，贯穿施工全过程。（1）工程复测，我们进场后，首先对工程进行复测，并把复测结果向监理工程师报验确认。如果误差较大及时向业主反映。（2）过程测量，建筑产品施工中用测量去校对几何尺寸的标高和位置，保证建筑新产品在允许范围之内。（3）检验测量，对建筑产品验收要核对它的中线位置、标高、边线和坡度等，符合规定验收，不符合要进行处理。2、标准设备，特别是设备标准件，如应力张拉的锚具千斤顶和压力表，应符合设计和规范要求，出厂合格证，检验资料和数据并获得监理师批准，定期送检报验。3、增强质量意识，人人关心质量，质量是工程的生命，没有质量就丧失一切，质量人员发现质量问题，有权要求整改，拒绝整改，可向上级质量管理人员反馈，查明确属实情，予以奖励，其他人员也一样，人人关心质量，包括操作人员本身，不合格，不交工。4、强化检测手段，工程以数据说话，数据来自于各种检测、试验，包括应力张力，砼试块，水泥钢筋力学性能测定，钻孔桩的测定等，我们按规范进行检验，对应的不合格处所立即返工，直到合格为止。5、技术保障措施桥梁工程，砼是重头戏，以砼的技术措施为例：（1）把控材料质量34 材料是建筑产品的原料，直接影响工程质量和工期，甚至给工程留下隐患，我们从源头把好材料质量关，每批材料进场向监理工程师报验。砂，采用当地砂场的中粗砂，质量纯净，含泥量小，品质好，模数不小于2.3。石料，应有足够的强度，有菱角，级配合格，针片状及压碎值在合格范围之内，含有碱固反应的不能用。水泥，必须有出厂合格证，并以同厂、同品种、同标号水泥不超过200t为一个取样单位，进行抽检，利用水泥净浆标准稠度与凝结时间测定仪，作标准稠度、凝结时间和安定性试验。钢材，必须有出厂质保书和试验合格证明书，专人验收，进行检查，不合格不能进场。（2）实行砼浇捣令制度，浇捣令签发前施工现场应办妥各类有关技术复核，隐蔽工程验收手续。（3）提前一个月做好砼配合比和砂、碎石检测工作，并经监理审查合格后组织生产。（4）及时了解天气动向，浇捣砼连续施工时，应避免大雨天，如果砼施工下雨，应及时遮盖，雨过后及时做好面层的处理。（5）砼浇捣前，应做好各项准备工作，包括机械和照明应事先检查，模板内垃圾清理干净，木模部分要隔夜浇水湿润。（6）严格配合比，原材料过磅称量。（7）砼中的预埋件、预留洞和各部位钢筋，专人检验合格后，方可进行浇捣。（8）老新砼接缝，浇捣前要凿毛，清除垃圾，浇水湿润，但不得积水。（9）浇捣前应进行技术交底，使操作者知道怎么干，干到什么程度，施工过程做好交接班收记录，避免砼超振和漏振。（10）在操作难度高和留洞、钢筋密度大的区域，应做好醒目标志，加强管理，确保浇捣质量。（11）振捣操作要做到快插慢拔的原则，快插是为了避免上层发生分层和离析现象，慢拔是为了使砼能填满振捣棒插出后所造成的空洞，并清除砼气泡。（12）点要掌握振捣时间，过短不易振穿，过长产生离析现象，一般以砼表面呈水平不再显著下沉，不再出现气泡，表面泛浆为准。34 （13）振捣插点要均匀，采用交错式次序移动，以避免发生混乱而发生漏振，每次移动距离不大于50cm，不准振动棒随意振动钢筋、模板及预埋件，以防钢筋、模板变形，预埋件脱落。（14）做好砼试块养护工作，试块应在振捣地点制作，砼试块成型24h后拆模，放入标准室养护。（15）砼浇捣后，应及时用长刮尺按标高刮平，初凝到终凝期反复碾压数遍，再用木蟹两次抹平，以减少砼表面的收缩裂缝；在钢筋较密处，滚筒无法碾压，应用木蟹数次拍实。根据气候采取洒水养护，养护时间不小于7天。6、现场管理保障措施现场管理主要是过程控制（1）一般过程的控制，一般过程受控条件，按计划配备合格人员，满足施工要求的机械设备，试验合格的材料，有效的施工文件，合适的操作环境。一般过程的施工由项目部施工员提供必要的施工文件，进行技术交底，作业人员按图纸规范进行操作，作业人员坚持三个工序活动，即“检查上道工序，保证本道工序，服务下道工序”使过程处于受控状态。过程检验由施工员组织进行，班组长负责班组质量自检和自检资料积累，每个操作者对自己的工程质量进行自检，工序交接时互检，合格后才进行下道工序施工。专检由质检员负责，做好工序跟踪控制，实行专检并做好记录，对查出的问题发整改通知书，限期改正。不同专业工种的过程交接，由项目工程师组织质检员、施工员及有关人员组成，进行检查验收，交出中间交接资料。接收方检查认可后，办理中间交接手续。工程质量验评，分部分项工程完成后，由施工员组织分部分项工程预检和填写资料评定表，由项目工程师组织评定，质检员核定质量等级；单位工程由公司组织人员预评定，单位工程正式检验评定由总承包方组织，邀请业主和监理参加。（2）关键过程控制关键过程的文件控制按公司质量手册和程序性文件文件进行，在分项分部施工时，除向工人提供图纸规范外，还需专门工艺文件或作业指导书，明确施工方法、程序、检测手段和需要设备器具，保证质量满足规范要求。机械设备项目管理负责对机械设备管理，组织维护。34 施工员对环境温度有影响的工程，要求提出具体措施，经项目工程师批准，由施工员组织实施。（3）特殊过程控制作业前，总工组织对各专业人员资格、工艺规模、设备完善等进行认可，作好记录，质检员核定上网证，禁止无证上岗。按批准的工艺流程实施。其他要求按关键过程控制的条款执行。五、主要施工方案为使丽龙高速公路三座大桥施工有条不紊的开展，制定主要工程项目施工方案，分别介绍如下：（一）钻孔灌注桩工程三座大桥钻孔灌注桩直径分别有1.7m、1.3m、1.2m和1m，但基本都处于强化风，中风化的晶屑熔结凝灰岩或粉砂岩砂砾岩地质地段，又在水中施工，这是施工的特点和难点。1、测量放线，根据合格的控制点对钻孔桩放线，位置准确可靠。2、围堰工程，根据现场实情就施工需要设置围堰。设置过程为准备材料→边（主）桩打设→打钢板桩→外侧防渗彩条布铺设→袋包土施工→粘土心墙→检查加固维护→拆除拔桩→挖土外运→清底。（1）钢板桩打入，入土（或岩石）深度视水深度而定，要保持围堰稳定，钢板用槽钢，接缝相扣，打桩在船上用人工或机械打入。（2）袋包土及心墙，土料选基础开挖较好土方，装包土用人工灌装，人工堆筑，心墙填筑前必须基底清淤，确保良好的截渗效果。心墙土料下水方法：在水位较浅地段土料直接下水入墙，在水位较深地段，应用导管土料导入墙内，土料入墙用人工踩踏或木头击实；在围好后内侧水下抽水时如发现渗漏现象，用2.2瓦插入式振动器在心墙渗漏位置进行插捣，心墙顶面边振边下陷时，应补充土料，这样堵漏效果较好。（3）围堰拆除，先拔外桩后拔内桩。34 （4）施工排水①前期高水位排水，选用5寸潜水泵7.5千瓦离心水泵等抽水，抽水注意堰体渗漏，发现渗漏及时堵截。②基底长期排水，在堰体脚挖排水沟深20cm宽30cm，在排水沟中设一个集水坑，每3~6m设一个，安装潜水泵一台或排污泵一台，每一集水坑必须备用水泵一台。3、钻孔灌注桩成孔（1）钻孔桩施工顺序为：搭设钻孔工作平台→安装钻架和安装钻机→埋设钢护筒→制造泥浆→钻孔→量孔深→达到设计桩尖标高清孔→桩径检查→钢筋骨架分节焊接吊装就位→导管法灌注水下砼连续施工→验收合格进入下道工序。钻孔桩施工工艺流程见图四。（2）工作平台，要稳固，平台搭设后埋入钢板护筒，护筒底入土1m以上，护筒顶同出河面2m以上。（3）护壁用泥浆控制合适比重，要求胶体率不小于96%，含砂率不大于3%，造浆能力不小于2.5L/kg，所用粘土不含石膏石灰或钙盐等化合物。（4）钻孔，在岩土上钻孔采用冲击钻，在钻孔有困难时可采用先进的爆破技术，一炸就破，破而不扩。钻孔应有严密的组织，专人操作，连续作业，做好施工记录；经常对钻孔泥浆进行检测和复验，不合要求及时改正，在地层变化处捞取渣样，判断后记入表中，钻孔过程要核对地质报告，如发现较大变化，立即报告监理通知有关单位来现场处理。（5）清孔，当钻孔达到设计深度，并达到设计要求的地质层面，立即进行清孔，采用换浆法，清孔排渣时注意保持孔内水头，提升钻杆10-20cm，继续循环，以相对密度的泥浆压入，把钻孔内悬浮沉渣和相对密度较大的泥浆换出。当钢筋笼入孔后，再进行第二次清孔，沉渣厚度不大于50mm。4、钢筋笼制作（1）钢筋选用，按设计要求选用钢筋，复试合格，损伤和锈蚀剥落严禁使用。（2）钢筋制作，电焊工持证上岗，钢筋按设计图纸和施工规范加工，在制作台架上成型，避免局部弯曲变形，钢筋搭接焊接10d，钢筋笼设置保护层，以保证钢筋和桩孔的同心度和砼保护层厚度，钢筋制作偏差在允许范围之内。34 （3）钢筋笼吊放，钢筋笼下放前，通知监理验收，符合规范要求方可下放，笼吊起与下孔禁止高起高落，笼孔口垂直状态施焊，其搭接长度焊接质量应符合规定，吊筋测量放样整平场地搭平台桩机就位钻孔清孔查孔深孔径沉淀厚下钢筋笼导管二次清孔灌注水下砼检测桩位无破损检验合格进入下道工序设泥浆池钢筋笼制作砼制作自检监理师抽检或认证图四：钻孔桩施工工艺流程采用2Φ14钢筋，其长度由值班技术员检查后方能下放，下放过程中如遇阻，应查明原因，禁止不明原因强行下放。5、灌注导管34 （1）导管第一节一般长度为4m，同时配备短管数节以备长度调整，使用前导管拼装一次，编好顺序，依次下放，导管连接应紧密，防止泄漏造成堵管断桩事故。（2）导管下好进行第二次清孔，由监理检查确认二次清孔质量后，方可开灌，导管距孔底控制在30-50cm，隔水采用球胆，砼初灌量保证埋管深度不小于1m。6、灌注混凝土（1）砼搅拌不小于90秒；坍落度为18~22cm，每根桩做三次；砼保持连续供应，整桩灌注时间不大于首批砼的初凝时间，初灌量满足导管埋深1m和填充导管底部的需要，尽可能缩短导管拆除时间；当导管内砼不满时，应徐徐地灌注，防止在管内造成高压空气；在灌注过程中应经常探测井孔内砼位置，及时调整导管埋深，导管埋深不小于2m，不大于6m。（2）当砼面接近钢筋骨架底面1m左右时，降低灌注速度，当砼拌合物上升到骨架底口4m以上时，提升导管使其底口高于骨架底2m以上，即可以正常速度浇筑。（3）砼灌注比设计高出0.5~1m，预加高度待护筒卸后砼达到一定强度后凿除。（4）成桩后应对桩身质量进行检测，桩身抗压强度，孔底标高、沉积物厚度、桩头砼质量应符合设计要求，整桩完整性应抽取有代表性的桩采用无破损检测，确认质量合格后，方可进行下一道工序。（二）、承台（立柱）系梁工程承台（立柱）系梁的施工关键是模板和支撑，施工过程严格控制砼水灰比、坍落度，掌握各轴线位置，垂直度、几何尺寸和顶标高的准确性。施工流程见图五。凿除桩头检验合格后，校正钢筋，绑扎、焊接立桩钢筋，钢筋布置符合设计图要求，立桩钢筋与桩钢筋须良好焊接；钢筋绑扎焊接好后立模板，模板采用定型模板和胶合板组合使用，0.5cm厚钢板，1/2圆型整体钢模，钢板刚度应满足桩子一次浇捣所产生的重压不变形，要注意模板的接缝；模板立好后，用经纬仪测量柱子垂直度，水准仪测量高程，调整模板缆风绳，使立柱模板与桩连续良好，桩四周搭设工作平台，以使检查和安全操作；平台四周设栏杆；浇筑采用串筒法浇筑，振捣工进行模内振捣操作，连续作业，一次完成，砼强度达到设计强度75%时拆模，立柱拆模后用尼龙薄膜布套筒养生。34 测量放样基坑开挖凿桩头铺设垫层立模板钢筋制作安装浇筑砼养护、拆模轴线几何尺寸检验进入下道工序自检监理师抽检或认证图五：承台（立柱）系梁工程施工流程（三）、盖梁工程1、施工工艺流程（1）施工顺序：测量→凿除柱顶砼和凿毛→放样→立底模→自检→绑扎钢筋→立侧模→报检→砼浇筑→拆模养护。（2）盖梁施工流程见图六2、技术方案34 （1）技术准备，熟悉审查图纸，编制施工组织方案，技术交底，安全交底。（2）现场准备，按图纸加工模板。做好相关试验，砂、碎石、水泥和钢筋抽检试验，砼配合比试验，测量放样。（3）模板加工制作，盖梁底模采用钢板或专用圆木组合，根据桩径加工成两块半圆型拼接，盖梁底模按设计的不规格尺寸加工制造；侧模为钢模，减少拼接缝，一定把接缝处理好。（4）钢筋工程，使用复试合格的钢筋，钢筋制作经监理检验合格认可后，进入浇筑砼。（5）浇筑砼，按配合比配制砼，用吊车垂直运输，砼坍落度为3-5cm，根据盖梁高度分层浇筑，用插入式振捣器，分层振捣实，顶层严格控制标高。（6）养护及拆模，两侧侧模待砼强度达到设计75%后拆模，底模待砼强度达到设计强度90%拆模；砼终凝后及时洒水养护。测量放样基底模及支撑钢筋制作安装模板砼拌和浇筑砼轴线及几何尺寸检验进入下一道工序自检监理师抽检或认证图六：盖梁施工流程拆模、养护34 （四）空心梁板本工程三座桥空心梁板均为后张法预应力张拉，分别在三个预制场地制做。1、预制场地，场地用填料填平夯实，在上面浇注砼梁板预制台座，台座要保持基础稳定，表面平整，为制造合格梁板提供可靠的物质条件。2、工艺流程，梁板制作工艺流程见图七。梁板施工专项方案经监理批准在台基座上量测定位钢筋骨架制作自检合格报监理检验放置预埋件及立模监理确认浇筑砼养护及砼拆模穿钢绞线预应力张拉压浆养护切断钢绞线成后封端构件尺寸自验及砼强度检验拌制砼选砼配合比张拉设备检验合格图七：梁板制作工艺流程工程抽检梁板出坑堆放合格不合格不合格合格合格不合格补救或报废34 3、预制梁板允许偏差（mm）（1）砼抗压强度必须符合规定（2）断面尺寸：宽0-10；高±5；厚±5。（3）长度：0，-10（4）侧面弯曲：L/1000（5）两对角线长度差≤15（6）平整度≤54、钢筋工程（1）钢筋制作，钢筋要除锈去污，然后按图纸尺寸下料和钢筋骨架制作，注意绑扎和钢筋焊接长度及焊缝饱满程度。（2）对骨架成型所使用的样板均应报验，然后的钢筋网片在标化的样板上制作。（3）尽量考虑先预制钢筋骨架、钢筋网片，在现场就位后进行焊接或绑扎，以保证质量并加速施工进度，钢筋骨架、钢筋网片的预制及安装应符合《公路桥梁施工技术规范》的有关规定。5、波纹管（1）波纹管的规格，管壁厚度不小于0.3mm，牢固，通过变形落水试验，无变形渗漏，有良好的耐磨性，安装应通过1kg经向力的作用下不变形试验，灌水试验无渗漏。（2）波纹管安装①波纹管连接，应采用大一号同型波纹管作接头管，接头管长200mm，波纹管连接后用密封胶带封口，避免砼浇注时水泥浆渗入管内造成管道堵塞。②波纹管位置准确，用钢筋卡子以焊接固定。③波纹管如有反复弯曲，注意防管壁破裂；为防止波纹管在振捣过程中，产生变形，在波纹管内穿一根PVC管，以防止波纹管损坏，待振捣完毕后PVC管拉出，在穿钢铰线前，所有波纹管端部应密封并加以保护。6、砼浇筑与养护34 （1）浇筑前，应对支架、模板（钢模）、钢筋、预埋件和预留孔检查，做好记录，然后按设计要求浇筑，一气呵成。（2）砼的浇筑应按一定厚度顺序和方向分层进行，应在下层砼初凝前和重塑前浇筑完成上层砼。（3）在预应力砼板浇捣时，为保证梁板的厚度和密实度在底板砼浇捣完成后再放芯模；砼振捣采用插入式与平板式结合附着式振动器，其频率必须一致，否则会发生干扰振动力。（4）为保证空心板与桥面铺装层的良好结合，空心板顶应拉毛或划槽。（5）为保证砼有适应的硬化条件和防止不正常收缩，梁体灌注完毕后，静置1~2h，先用土工布等物覆盖砼顶面，洒水养护，两侧模板待强度达到设计强度75%后拆模。（6）注意事项，水灰比小于0.45，坍落度控制在5~7cm，拌合后超过45min的砼不得使用；分层下料振捣，分层厚度不宜超过30cm。7、预应力施工（1）预应力钢材和锚具进场后，应分批严格检验和验收，妥善保管，所用锚具千斤顶和压力表应符合设计和规范要求，使用前通过检验获得工程师批准。（2）预应力钢材不允许焊接，钢绞线使用前做除锈处理，钢绞线用圆盘切割机切割。（3）管道喇叭口连接应保证与锚垫板垂直，预应力张拉必须在空心板梁强度达到90%以上进行。（4）张拉顺序，先N1后N2，张拉要求两端同步成对对称，超张拉3%，预应力张力要求伸长量与张拉力双控，以张拉力控制为准；当实际伸长量与设计伸长量超过6%时，要查明原因，妥善处理。（5）清除锚具支承垫板上的水泥浆，锚圈中心与管道中心对齐，锚圈的轮廓准确地描画在垫板上。（6）锚塞放入锚圈，并把钢绞线均匀地分布在锚塞周围，钢绞线不能扭转，钢绞线间不得交叉重叠，以防断裂；装放对中套，缺口转到便于测量钢绞线长度的方向；千斤顶就位后，钢绞线按顺序嵌入在盘内用楔块把住，然后调整千斤顶位置使管道、锚圈、千斤顶外在一轴线上。34 （7）调整张力，两端同时张力至初应力（10%控制应力），调整钢绞线使之均匀受力，按顺序拧紧楔块，不能遗漏，初始张拉，两端达到20%控制应力。在分夹盘沟槽处钢绞线上做记号，作为伸长量的基点，放松千斤的吊点。（8）张拉，两端同时加载张拉，当张拉达到控制应力103%后，持荷2min锚固；每加载后应测量钢绞线的伸长量，并与另一端联系，互报油表读数和钢绞线伸长量，尽量使两端平衡。（9）锚固，千斤顶回油使张拉力回复到设计张拉力的100%，测量钢绞线伸长量和锚塞外露量。（10）两端同时拿出楔块，卸下千斤顶，在张拉结束后24h内把张拉记录报监理工程师。8、压浆及封端（1）准备工作，切割钢绞线，梁端按设计水泥浆封闭，封锚，锚塞周围钢绞线间隙用环氧树脂或棉花和水泥浆填塞，以免冒浆面损失灌注压力；冲洗孔道，孔道在压浆前用压力冲洗；采用活塞压浆泵HB6-3或HP-13，工作压力1.5Mpa，水泥浆水灰比控制在0.4~0.45之间，所用水泥龄期不超过1个月，水泥浆泌水率最大不超过4%，保持压浆密实。（2）压浆注意事项：先下层管道，后上层管道，每个压浆管道要同时完成，时间不超过1h；温度高于35℃在夜间进行，温度不低于5℃。（五）梁板安装1、工艺流程，梁板的运输和安装工艺流程见图八2、梁板安装允许偏差（1）平面位置：顺桥轴线方向≤10，垂直桥纵轴方向≤5。（2）焊接横隔梁相对位置≤10（3）伸缩缝宽度+10，-5（4）支座板，每块位置≤5，每块边缘高差≤1（5）相邻两构件支点处顶面高差≤10（6）块体拼装立缝宽度+10，-53、操作方法，本工程采用扒杆导梁法施工。34 （1）测量放样，首先定出桥梁中心线，然后以中心线为基线划出梁板落槽中心位置，在盖梁上画出支座的底部轮廓线，梁端位置划出各片边1条底部的缘线，并检查三角垫层的平整度，测出实际安装的顶面标高；最后根据测得的实际数据写在每个搁支点的位置，以便在安装时调整，确保梁板就位安装后顶面底面平整，满足桥面铺装层的设计厚度。（2）架导梁，选择墩台合适的位置放置桁架导梁，用吊鱼法把组拼好的导梁架设于安装孔上，导梁应有足够的强度刚度，保证梁板跨越桥孔的安全。（3）安装机械设备，卷扬机安置在桥墩上，安装牢靠，并用钢丝绳与其他墩台连接固定，保证它有足够稳定性，在拖拉梁板时不变位，保证使用功能。（4）铺设运梁轨道，由下而上的程序是：整平及压实运梁经过的路面，二是铺3cm榕木板轨道，三是铺滚筒，采用Φ70或Φ90的钢管，每排两只，四是在钢管铺1m2硬杂木板两块，五是在硬杂上铺枕木，上面就可以架梁板运行。（5）安装橡胶支座，清扫盖梁上的污杂物，按照测量的位置和设计要求放置橡胶支座，整平放稳，支座与垫石之间用环氧树脂粘牢，滑动支座时四氟板上设有不锈钢板。（6）拖拉运梁，钢丝绳栓住运到桥头的梁体圆环，开动卷扬机（牵引力1t，7.5千瓦电动机），梁板就沿着运梁轨道前进，钢管重复移动使用，梁板到达桥头；由桥头转入导梁上设置的运输轨道，将梁板拉到另一端墩（或台）。（1）安装梁板，落梁就位采用扒杆和横向滚动设备联合落梁，梁板安装后要细整细调，使梁的架设在验收标准允许范围之内。（六）桥面铺装施工方案，待后专项制定，本次略（七）冬雨季施工措施1、准备工作，提前编制冬季雨季施工组织设计，报监理批准，对施工人员进行培训和教育；派专人作好气象观测记录，保持气象部门的联系。2、夏季施工措施（1）调整作席时间，平两头休中间。（2）砼养护要加强，增加浇水遍数。（3）缓凝剂控制使用。34 （4）防止雷电袭击，在施工现场的电器设备应采取适当的防雷装置，避雷针、接地线，接地体必须双面焊（长度≥6d），电阻不超过10欧。梁板施工专项方案经监理批准桥梁墩台和梁板经中间验收合格梁板就位测量放样并经监理复核合格导梁架设在安装孔上，复查牢靠在墩台上设卷扬机及人字扒杆监理检查合格否梁板走行轨道安装完毕即可拉运梁不合格合格图八、梁板运输及安装工艺流程图按量测点橡胶支座就位，板梁落在支座上细整细拔达标后进入下道工序34 3、雨季施工安排（1）、做好气象的调研，指导作业计划的编制。（2）、疏通工作场地周围排水。（3）、焊接钢筋在防雨棚内进行。（4）、机电设备防雨防淹措施。（5）、雨量过大停止室外作业。4、汛期防洪措施（1）思想重视，树立防大汛抗大灾的思想。提高抗险能力，把握重点，主动防范。（2）组织健全，成立防洪组织，人员到岗，工作到位，防洪备料进场。（3）具体措施①制定防洪预案②汛期值班制度③施工材料及工程弃废料不要在流水道上。5、冬季施工措施（1）浇筑砼前，应清除模板内和钢盘口的冰块，做好防风保温工作。（2）配制砼，科学地增加外加剂，水灰比不大于0.7，水泥标号不低于425#。（3）砼搅拌时间应适当增加。（4）砼浇筑完毕及时保温。（5）沥青砼当温度低于10℃时停止施工。六、安全生产措施（一）安全指导思想以安全生产作为标准化管理要点，严格执行《现场标准化管理规定》及有关的各项措施，施工现场执行安全的六大纪律及《建筑施工高处作业安全技术措施》、《建筑机械使用安全技术规定》、《施工现场防火规定》、《施工现场电气安全规定》，切实做到“安全生产、预防为主”34 （二）安全生产目标1、杜绝重大伤亡事故，重大交通事、重大设备事故。2、一般事故发生率严格控制在1‰以下。（三）落实安全措施1、建立安全保证体系，见图九项目经理安全员技术部安检部施工部供应部保卫部图九：安全保证体系2、职能分工（1）安检部，进行安全教育，清除安全隐患，检查安全生产，组织安全交底。（2）生产部，制定安全方案，落实安全措施，解决技术难题。（3）施工部，合理安排计划，落实安全措施，杜绝违章作业，整顿不合理操作。（4）供应部，组织考评，控制加班加点，签订安全协议，提供劳防用品。（5）保卫部，防火工作，内部安全。3、安全生产技术措施（1）安全技术保障措施①安全生产教育②施工方案审批制度③特殊工种持证上岗34 ④坚持“三上岗”制度，上岗交底，上岗检查，上岗记录⑤遵守纪律，佩戴标记。（2）劳动保护措施①配备劳保用品，如安全帽、水瓶、雨衣、工作服、手套、安全带等。②桥梁施工架梁、栏杆施工等高空作业人员，佩带安全带。③给职工意外伤害保险（3）现场安全措施①抓好现场管理，文明施工，现场管线整齐，灯明，路平，无积水。②生活区、施工场地做好防水、防洪等工作。③危险品仓库与房屋保持要求的距离。④油库、料库设避雷针。⑤施工人员服从命令听指挥，正确使用劳动保护。⑥钢绞线张拉时，严禁梁两端站人。⑦桥梁高空作业，要佩戴安全帽、安全带，水上作业要穿救生衣。（4）用电安全措施①电气作业人员要有操作证，持证上岗。②临时设施及变压器等外用设施，遵守《施工现场临时用电安全技术规范》，采取保护措施。③生活区禁止用电炉和乱拉线。④加强机械设备的检查和维修。（5）机械作业安全措施①车辆和机械作期保修。②驾驶司机持证上岗。③装置安全防护罩、盖。④机械与输电线路保持规定距离。⑤备挂技术性能牌和操作人员⑥机械停放稳定，臂杆轴度指示器灵效可靠。⑦夜间施工应有足够照明。34 ⑧冬雨天车辆行驶要采取防滑措施。⑨禁止酒后开车、开机。（6）防火措施①建立三级负责制，明确责任。②建立联防措施。③配备消防器材。④加强电源管理，防止电器火灾。⑤危险品按规定距存放使用。七、文明施工措施（一）场容、场貌管理流程控制施工现场的场容管理，实施分块包干，责任区挂牌示意；制定生活卫生区管理、检查、评比考核制度，现场标化管理定期对照考核。（二）图牌、布告栏和广告栏管理1、安全生产作业上墙，做到七牌一图。2、现场有安全生产标志和警示标志。3、施工区、办公室、生活区挂标志牌，危险区设警示牌。4、在主要施工道路口设置交通指施牌。（三）用水、排水措施用水按业主指定进场，做好道路、临设区域排水。（四）办公室及生活区管理1、办公室和生活区房屋按有关规定执行。2、制定办公室及宿舍管理制度。3、办公室、宿舍通风明亮。4、厕所和浴室专人管理。5、设置工地食堂（五）施工中垃圾清理34 1、建筑垃圾采用维护堆入，做到及时处理外运，保持现场文明整洁。2、运料路上撤下的料土应派人清扫。3、严格对班组落手清的考核工作。（六）文明管理1、施工现场管理，专人负责。2、内业资料完整野无缺，反映工程实际。3、杜绝野蛮作业，按工艺流程施工。八、环境保护（一）学习环境保护法（二）文明施工，对有污染异物，按标化的地点堆放。（三）防止施工噪音对居民的影响1、调整施工时间；2、采取减振措施。（四）保护生态平衡1、保护绿色；2、归还绿色。九、节约措施（一）雨季节约措施1、水泥搭在地势较高的地方2、砼施工收听天气预报。（二）钻孔桩节约措施1、优化施工组合2、采用新技术3、做好技术交底，工作一次到位。（三）其他节约措施1、合理安排进度计划，减少人机料支出。2、加强质量控制，一次验收合格。34 3、强化管理，限额用料。4、计划周全，减少二次搬运。十、其他事项（一）模板工程1、梁板模板（考虑75%强度拆模）每块梁板的模板，20×0.9×2=361.24×0.9×2=2.32计38.32m2；沈岸大桥38.32×5付=191.6m2；霞晓大桥38.32×10付=383.2m2；大处桥38.32×5付=191.6m2；合计：191.6+383.2+191.6=766.4m2。2、桩（柱）（1）沈岸大桥4组1.7π×5×4=106.8m2（2）霞晓大桥10组1.3π×5×10=204.2m2（3）大处桥6组1.0π×5×6=94.2m24组1.2π×5×4=75.4m2合计：480.6m23、盖梁1、沈岸大桥2、霞晓大桥3、大处桥34 表一：关于工期计算一、大处桥1、主要工程量（1）钻孔桩Φ100长15m，24根，计长360mΦ120均长20.6m，16根，计长231m（2）板梁90块（3）砼1260.7m3(未包括钻孔桩和梁板)2、工期计算（1）钻孔桩设：Φ100进尺1.5m/d台，Φ120进尽1.1m/d台。台日365m÷1.5m/d台+231÷1.1=450采用4台钻孔桩机，加安全系数1.15日历天450÷4×1.15=130（2）梁板计划40个台座，40个日历天，90块梁板每天1块，计90个日历天，架设分两次，并考虑到分堆码，架设3块/d，90÷3=30天合计160日历天，120天为平行作业，40天占用关键路线。（3）砼施工，含接柱、台、盖梁、铺装，平均10m3/日日历天1260.7÷10×1.15=145(有45天可平行作业,100天占用关键路线)（4）考虑准备、验收收尾30天总工期30+130+100+40=300天二、霞晓大桥1、主要工程量（1）钻孔桩Φ130均长14m，计62根，总长870m（2）板梁297块（3）砼4765.7m3(未包括钻孔桩和梁板)34 2、工期计算（1）钻孔桩设：钻孔进尽1m/d台，采用5台钻机，870m÷1m/d台=870d台日历天870d台÷5台×1.15=200（2）梁板台座100个台座，制作60日历天，梁板每天2块，297÷2=149天，架设297÷3=99天合计308日历天（其中208天平行业，占用关键路线100天）。（3）砼，日进度30m3/日日历天4765.7÷30×1.15=183(平行作业153天，关键路线30天)（4）施工准备和验收30天总工期200+100+30+30=360天三、沈岸大桥1、主要工程量（1）钻孔桩Φ170均长15m，12根，总长180m（2）板梁126块（3）砼1944.6m3(未包括钻孔桩和梁板)2、工期计算（1）钻孔桩设：日进尺0.5m/d台，台日180m÷0.5m/d台=360d采用2台钻机，360÷2×1.15=207天（2）梁板台座50个，40个日历天，梁板每天1块，126÷1=126日历天，吊运铺设126÷3=42天合计208日历天（其中：平行作业158天，关键线路50天）。（3）砼施工，平均每天施工15m3/日日历天1944.6÷15×1.15=149(其中：平行作业89天，关键路线60天)34 （4）准备和验收30天总工期207+50+30+60=347天表二：人员配备表数量种工间时1月2月3月4月5月6月7月8月9月10月11月12月普工75758080808085130130130130100木工333333333333砼工121212121212162020202018电工666666666666机械工363636404040404040404040电焊工666666666663钢筋工181818181818182525252518爆破工333333333333技术员777777777777安全员444444444444管理、财务人员666666666666六大员181818181818181818181818经理、队长666666666666合计20020020520920920921827427427427423234 表三：主要机械设备一览表序号机械设备名称型号规格数量产地制造年份设备能力备注1挖掘机52钻孔冲击钻123搅拌站JS10003省建机厂4搅拌机350L10省建机厂5装载机2L405武林6自卸汽车HQG313FID10一汽7砼输送泵60m3/h3宁波8砼输送车FC103温岭9泥浆机3PV12温岭10夯实机振2.5t5江苏11龙门吊40t3上海12机动翻斗车0.5m320宁波13钢筋切断机GQ6上海14钢筋弯曲机GW-406上海15对焊机WVL-1006上海16电焊机BX6-16010上海17木工多用机床MQ4426杭州18千斤顶150t10杭州19注塑压浆机HB6-312杭州20平板振动器M-7(1.1KW)20宁波21插入式振动器2N(1.5KW)20宁波22空压机1.6m37上海23发电机组150KW8山东24全站仪GJS-3013上海25经纬仪SJ23江苏26水准仪DS6天津27砼压力机200t3威海28坍落度侧定仪8无锡29砂浆试模7×7×7cm30温州30砼抗折试模15×15×55cm30温州31水泥砼试模15×15×15cm70温州32抽水泵20温州34 表四：主要材料序号材料名称计量单位数量备注沈岸桥霞晓桥大处桥合计1Φj15.24钢绞线t79.973160.82349.59290.3862Ⅰ级钢筋t78.195237.06879.086394.3493Ⅱ级钢筋t243.323722.316241.9661207.6054砼m33941.99772.73082.116796.75C50钢纤维砼m32.18.22.112.46沥青砼m3324.9713.3193.51231.67防水层m23040.17183215012373.18波纹管外56m14761.134211.710549.859572.69波纹管60×19m4542.598423028.317412.810锚具YMB15-3套8641872576331211锚具YM15-3套13683060936536412锚具YM15-4套14446814475613伸缩缝GQF-40型m434314橡胶支座GYZF4224×44块725047264815橡胶支座325×45块21621614457616泄水管Φ100mm×1050mm只561352421517冷扎定型钢筋D8t23.76356.65580.41818波纹管80m517445174419波纹管70m495004950020锚具QLM15-9套969621锚具QLM15-7套12012022伸缩缝GQF-C60m43448723伸缩缝GQF-C120m444424护锥m319813639562025水泥稳定层m328830859626挖土m37891254204327挖石m348548534 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