c27第一预制场施工方案

'`四川川交路桥有限责任公司作者:李老师C27第一预制场施工方案一、编制说明及依据1、我部根据四川川交路桥有限责任公司与雅西高速公路开发股份有限公司签署的施工承包合同协议书及雅西公司和监理部、监理组的要求，单独编制本预制场施工方案。2、本施工方案的编制是依据我部现存施工技术力量和历年来桥梁施工的经验作为基点，以总工期为18个月，既2008年3月正式施工到2009年8月份前完工作为进度控制目标，T梁预制完成白灵路跨线桥后，开始进行小箱梁与T梁同步施工。3、本方案中列出的工、料、机具设备等计划，作为指导施工中参考用，其数量如有出入时，以分项工程实际施工数量为准。4、本方案编制以下列文件、资料和技术标准为依据：（1）、四川省雅安至西昌高速公路土建工程招标合同文件（C27标）；（2）、四川省雅安至西昌高速公路C27合同段上部构造设计图及相关设计图纸；（3）、四川省雅安至西昌高速公路C27合同段桥涵设计图；（4）、四川省雅安至西昌雅安至西昌高速公路招标文件技术规范及补充；（5）、《公路桥梁施工手册一桥涵》；（6）、《公路桥涵施工技术规范.JTJ041一2000》；-27- `四川川交路桥有限责任公司作者:李老师（7）、《高速公路交通安全设施设计及施工技术规范》JTJ074-94（8）、《公路钢筋砼及预应力砼桥涵设计规范》JTJ023-85（9）、设计荷载汽车---超20、挂车一120二、工程概况本预制位于枧槽沟马尿河大桥13号桥台处，K210+350~650段路基填方上，主要承担我合同段第一施工队各种T梁和小箱梁预制。其中K210+123.2枧槽沟马尿河大桥30米T梁110片、40米T梁20片；白瓦堡子百灵路跨线桥30米T梁10片；K212+767冕宁互通立交桥30米T梁24片；AK0+149马尿河大桥20米小箱梁32片；K213+623.5黑山沟中桥16米小箱梁39片；AK0+805黑山沟中桥16米小箱梁15片；K216+806.5小桥16米小箱梁10片；K214+440小桥13米小箱梁10片。共计40米T梁20片；30米T梁144片；20米小箱梁32片；16米小箱梁64片；13米小箱梁10片。三、主要工程数量工程项目单位数量T梁T梁片164预制C50m35347Ⅰ级钢筋Kg214898Ⅱ级钢筋446034Φj15.24mm钢绞线230636小箱梁小箱梁片106预制C40m31447.1Ⅰ级钢筋Kg66186Ⅱ级钢筋261322-27- `四川川交路桥有限责任公司作者:李老师Φj15.24mm钢绞线45498四、工程特点和难点1、本预制场承担我部第一施工队桥梁上部构造施工，共计8座桥，地点较为分散，共计7种型号的T梁和小箱梁。2、K210+123.2枧槽沟大桥有两跨40米11跨30米T梁，且此桥位于弯道和超高位置。左右幅最大梁长差1.8米，对预制工作要求较高，为了保质保量完成施工任务，通过征求设计代表和监理工程师的意见，确定在T梁预制时根据每片梁的实际长度在第一个横隔板位置调整梁长（最后一片模板做成活动可调接），并保证封头厚度。3、T梁最大横坡5%，在T梁浇注时根据设计横坡在翼缘板位置调整。保证桥面铺装的厚度。五、劳动力组织及机具配备1、配备技术工人50~70人，管理人员及技术人员8~12人具体如下：A、管理人员施工负责人：胡剑技术负责人：孙学飞、陶长河现场技术员：李洪、雷俊杰、王毅施工工长：田立莆、张勇安全负责人:谢斌试验室：李荣华、文英B、技术工人（1）、砼拌和及振捣-27- `四川川交路桥有限责任公司作者:李老师技工5人（拌和机操作手及振捣）普工25人：进料、附着式振动器安拆、表面收平拉毛等。（3）、模板制作安装技工：10人、普工：10人（4）、钢筋制作安装：技工：10人、普工：12人（5）、预应力钢胶线加工及张拉：技术工人：14人2、机具设备如下表编号机械名称规格型号定额功率(KW)或容量(m3)或吨位(t)厂牌及出厂时间数量新旧程度（%）1混凝土搅拌楼750750阜新矿机20031932砼搅拌运输车JCQ33m3北京城建20034923吊车RTQ1616t徐州19991904吊车RTQ2025t长江20051905发电机组120KW120KW重庆龙源20011926空压机BH12/712m3/min西安20042907自卸车CQE326016T重庆红岩19992908抽水机6SH-9A40m3/h沈阳水泵20042939水泵　　成都200348510卷扬机JJM-53～5T烟台200429011卷扬机8T单筒8t烟台200419012龙门吊QLMH80120T温州合力200529513蒸汽养生设备　2T/H乐山锅炉200419214T梁钢模板　40m套成都20081.59514T梁钢模板　30m套成都200849514小箱梁钢模板　20m套成都200829514小箱梁钢模板　16m套成都200829514小箱梁钢模板　13m套成都200829515预应力张拉设备YC1601600KN上海遵义200029016架桥机DF200200T江西200319217运梁拖车TL210154kw郑州工程200119218灰浆拌和机　200L成都200319219插入式振动器　2.2KW成都20032090-27- `四川川交路桥有限责任公司作者:李老师20附着式振动器　2.2KW成都2004309121钢筋滚扎机　15KW江苏无锡200519523机动翻斗车　1t成都200318524交流电焊机BX-50030kva无锡200429025万能杆件M型　　4309026变压器　400kva南宁200518527电动圆盘锯D1097.5kw都江堰200419028钢筋弯曲机GC404.5kw,40mm太原199918029钢筋切断机GC40-15.5kw,40mm陕西1999190六、主要施工方案（一）、场地平整本预制场拟建位置为K210+350~K210+650路基填方段，现路基填筑基本成型，准备与2008年2月底开始建设预制场临时设施及台座。2008年4月开始生产30米T梁。2008年10月开始生产小箱梁，预制总工期为18个月，不影响路面的施工。（附总体计划横道图）（二）、预制场的布置（预制场总体布置附后)1、预制场拟布置钢筋加工场，木工加工场，砼搅拌场，砼运输道，起吊行走系统，预制底座，存梁场，按工期的要求，预制场要求每月至少预制T梁16片，T梁底胎8个。箱梁底胎6个。2、预制底胎（底模板）所有的预制底胎均采用20#砼基础，30#砼面层，表面必须用高标号砼压实抹光，两边采用角钢包边，确保在施工过程中底胎边角不受损伤，以保证砼浇筑后的外观质量，底座还要按设计要求设置向下的二次抛物线反拱，以保证梁张拉后平直及安装质量。3、预制场龙门桁架-27- `四川川交路桥有限责任公司作者:李老师预制场布置两套龙门架，由专业厂家生产的100t龙门架，横梁上布置平车轨道，通过平车上的两台50t吊钩起吊T梁、箱梁和电动行走横移，在场内实现T梁、箱梁起吊及横移，龙门架立柱支承于轨道上以便龙门架沿整个预制场纵向移动，所以，横纵移动就实现了T梁、箱梁在场内的运输。每套龙门架上均布置2台5t电动葫芦，可沿横梁移动，用于安拆模板及砼浇筑。4、其它存梁场的存梁底横梁采用C30砼浇筑，要求底横梁要平整，顺直，按设计要求的支撑范围控制好横梁的间距。做好预制场的排水通道，在整个预制场布置纵横交错的排水沟，以利排水。砼采用拌合站统一拌制，以便质量的控制。（三）、预制T梁模板T梁模板-27- `四川川交路桥有限责任公司作者:李老师采用大块钢模，每两个横隔板相邻的距离为一个节段，模板工厂加工，面板采用6mm厚冷扎钢板，骨架采用12号角钢，立柱采用14号槽钢，拉杆采用φ20Ⅰ级钢筋，所有拉杆均设置在梁外。这样的模板，整体性强，几乎没有接缝，无任何拉杆印迹，T梁模板骨架上布置30台2.2kw附着式振动器安放位置，上下交替布置，保证砼浇筑后的质量。（四）、T梁预制施工工艺施工工艺及要点如下：施工顺序：底模清理→主梁及横隔板钢筋安装→波纹管安装→钢绞线下料及穿束→模板安装→顶板钢筋安装→高度控制→浇注混凝土→混凝土养护→清理预埋孔道→安装锚具→安装张拉设备→张拉钢绞线→孔道压浆→混凝土封端→T梁移运。1、钢筋制作安装钢筋进场后，应得到相应的工厂的质量保证书，并进行机械性能和可焊性试验，试验合格后方能使用。钢筋制作、安装。钢筋在运输和储存时，不得损坏标志，按照级别、规格及批号分别挂牌垫楞堆放整齐，避免锈蚀或油污。钢筋的堆放应高出地面50cm左右。钢筋集中制作，工厂化加工，现场拼装，加工的形状、尺寸必须符合设计要求。钢筋的表面应洁净，无损伤，无油渍。铁锈等应在使用前清除干净。钢筋除锈:用锤敲击能剥落的浮皮，铁锈应在使用前清除干净。在焊接前，焊点处的水锈应清除干净。-27- `四川川交路桥有限责任公司作者:李老师钢筋弯曲成型:每批钢筋弯曲成型前，必须先作样板，经检查合格后照样板加工。钢筋焊接。钢筋在焊接前必须根据施工条件进行试焊，焊件经钢筋焊接性能试验，合格后方可正式生产。焊工必须有焊工考试合格证，并在规定的范围内进行焊接操作，受力钢筋采用焊接接头时，设置在同一构件的焊接接头应相互错开，在任一焊接接头中心至长度为钢筋直径的35倍且不小于50cm的区段，同一根钢筋不得有两个接头，在该区段内有接头的受力钢筋截面面积占受力钢筋总截面面积的百分率为受拉区不宜超过50%。焊接接头距钢筋弯折处，不应小于钢筋直径的10倍，且不宜于构件的最大弯矩处。钢筋在钢筋制作房统一制作成型后，在底胎上现场绑扎安装，安装钢筋前，应对钢筋的位置作准确的放样，安装钢筋的精度受力钢筋间距±10mm，箍筋，横向水平钢筋间距-20mm。钢筋的接头要交错排列，焊接接头和绑扎接头均要按技术规范要求执行。钢筋安装完毕后，项目经理部质检工程师自检合格后，请监理工程师复检，经检查合格后，方能进行下步工序。梁肋钢筋安装完毕后，按设计文件要求，对预应力管道要精确放样，首先，按设计文件要求，利用管道坐标中心值反算管道下缘的坐标值，然后利用坐标值用φ8钢筋设定“井”字形定位钢筋，每50cm设置一道定位筋，以保证预应力管道的精度及牢靠。预应力管道采用波纹管，波纹管接头一定要牢靠，以防漏浆，波纹管穿好后，马上利用穿束机进行穿束，钢绞线应顺直,没有交叉和扭曲,每隔1~1.5米用-27- `四川川交路桥有限责任公司作者:李老师扎丝绑扎一道,扎丝头应弯进钢绞线束内,以便于穿孔顺利通过,绑扎完成后,钢绞线应按图纸设计顺序存放,并清楚标明记号。穿束完毕后，要对波纹管进行检查，发现波纹管有破裂的地方，应立即更换或包裹，保证砼浇筑后，波纹管不漏浆，管道安装完毕后，质检工程师自检，监理工程师复检合格后进行下一道工序。待模板安装合格后进行顶板钢筋安装。2、模板安装工厂加工的模板经检查验收达到加工的精度、刚度要求，并预拼合格后，方能进场。模板安装前，要用磨光机对表面进行打磨，使之光滑，然后用汽油把模板洗干净，待汽油挥发后，涂上脱模剂，用5T电动葫芦吊运模板到指定位置，准备安装模板。模板安装时，所有的接缝（底胎与侧模，侧模与侧摸，横隔板处等）均采用5mm厚的泡沫胶皮贴好（泡沫胶皮弹性大，收缩性好，是接缝处防止漏浆的良好材料），以防止砼浇筑过程中发生漏浆的现象。模板安装完毕后，要对模板的相对高程，坡度，表面保护层等进行逐一检查，经质检工程师检查合格后，方能进行T梁顶板钢筋的制作安装。3、顶板钢筋安装待模板安装合格后进行顶板钢筋安装。钢筋的制作安装应严格按照图纸及规范要求进行，特别是注意端头加强筋和伸缩缝预埋筋。经检查合格，方能进行砼浇筑。4、砼施工-27- `四川川交路桥有限责任公司作者:李老师砼施工前，质检工程师要对顶板的钢筋、预应力管道，模板重新检查，监理工程师签字认可后方可浇筑砼。砼所用的砂石、水泥、外掺剂等均经监理工程师检查合格方能使用。砼施工时，按规定的施工配合比施工，由拌和站统一拌和，砼坍落度控制在7-9cm，砼拌和均匀后，用专门加工的斗及运输平车将砼运输至T梁位置，利用电动葫芦起吊，纵横移至T梁浇筑位置入模，砼要分层浇筑，分层振捣，振捣时利用插入式振动器3台，2.2kw的高频附着式振动器30台。砼浇筑为一端向另一端进行，浇筑时间5-6小时。砼在拌和好45min后仍未浇筑，不得再使用。在砼浇筑过程中，要时刻控制好砼的坍落度及和易性，严防漏振过振，切忌振动器触及波纹管和预埋件，防止偏位。砼浇筑时还应注意预留吊梁所用的穿索孔洞。位置应在设计支承线部位。拌和楼配备两套，一套两台750拌和机，一套两台500拌和机，并配备一台120KW发电机组，以应付砼浇注过程中的突发事件。5、砼的养生砼浇筑完毕后，用麻袋把T梁遮好，洒水养生。气温低于5度，应采用蒸汽养生。6、拆模待砼达到一定强度后（约12小时），进行拆模。拆模利用5T电动葫芦及手动葫芦进行，拆模时要对称进行，边拆模，要边用木枋支承梁体，保证梁体的稳定。拆模后，仍进行养生不少于7d。7、预应力的施工⑴在梁体砼达到设计强度的100-27- `四川川交路桥有限责任公司作者:李老师%或设计文件要求的张拉强度方能进行预应力张拉。张拉前要彻底消除锚杯、夹片和锚圈上的杂物，包括浮锈，对张拉过程严格控制操作工艺，采用应力值和伸长值双控，保证预应力设计值的实施。⑵张拉前必须进行机具的标定，保证预应力值的准确性，千斤预和油表要配套工作。千斤顶一般应使用6个月后200次，以及在使用过程中出现不正常现象时，应重新校准，油表精度不低于1.5级。张拉前对技术工人要交底，保证操作的准确及安全。⑶梁体砼达到设计张拉强度后，方能进行预应力的张拉，张拉时严格按国家现行技术规范进行，张拉程序0→初应力(持荷2min)→δcon(锚固)。张拉时如果有断滑丝情况，按规定程序处理。张拉时还要有必要的安全保证措施。8、压浆压浆前先清洗孔道，并用空压机将孔内积水，杂物排除，压浆时严格控制水灰比和水泥浆稠度，压浆应用活塞式压浆泵由一端向另一端缓慢进行，直到另一头冒浓浆，持压3分钟再补压注一次，以保证压浆的质量。9、封锚压浆完成后，用切割机切除多余钢绞线，切除时至少离锚具75mm以上，并采取必要的保护措施，使锚具附近的温度不超过150度，以防止钢绞线夹片受热退火而滑丝，切除钢绞线以后，安装封头钢筋及模板，然后封锚，在此过程中，一定要控制好梁的长度。（五）、移梁待压浆强度达到70%，且不低于30Mpa-27- `四川川交路桥有限责任公司作者:李老师后，可以移梁。移梁时，先用两个龙门架起吊起梁并纵移主梁至存梁场（纵移平车），然后横移梁至待放梁位置即可。在此过程中要注意两个龙门架必须同步，保证T梁的稳定。1、概述30米T梁吊装重量较大，其中内梁重82.2吨，外梁重80.1吨，40米T梁吊装重量更大，其中内梁重126.7吨，外梁重121.8吨，而吊装作业的工序环节较多，因此在吊装过程中要力求细致、稳当。本预制场T梁架设直接布置于桥头引道上，梁板由预制场龙门架提升并放置于纵移运梁平车上，由运梁平车运输梁板至待架设孔，然后由BX-150型架桥机架设。T梁的预制严格按设计图纸控制好梁长、翼缘宽度以及梁顶横坡等，施工时根据架设的先后顺序即（13跨-12跨-11跨……-1跨）进行预制。2、梁板安装工艺坚持梁板安装的机械化、程序化，本桥梁的T梁采用BX-150型架桥机架设、专用拖车或平车纵向运输。架桥机安装好后检查其安全性，并经安检部门确认，制定严格的安全操作规程。-27- `四川川交路桥有限责任公司作者:李老师T梁在运移、吊装前除混凝土强度必须达到100%设计强度外，孔道内的水泥净浆强度不得低于30Mpa，支点和吊点必须设在距梁端1米范围内，吊绳与T梁顶面的夹角要大于60°，小于60°要设置吊架或扁担，以避免钢绳张力过大而发生危险，吊绳吊住梁底扁担时，扁担两端必须设置限位块件，避免吊绳滑脱。运梁过程中，沿高度向应保持竖直平稳，以防止倾倒，装卸T梁时，使T梁固定好后才能卸除吊钩。在纵移T梁时，要仔细检查纵移轨道型钢焊缝质量，注意观察型钢变形情况，以保证T梁安全运输。T梁在吊运前按安装顺序依次编号排放，应按先预制先吊装的顺序排放，尽量避免越堆吊运，编号应用红油漆在T梁端标明并注明每孔，边、中梁。-27- `四川川交路桥有限责任公司作者:李老师T梁在安装前，必须检查T梁的外形尺寸和预埋件位置，其误差不得大于《公路工程质量检验评定标准》的容许误差。T梁架设之前，应检查墩台垫石的位置、标高、平整度及横向坡度是否符合设计要求，否则应修凿平整或返工。同时应在墩台上面准确放样，确定出每个支座中心的详细位置。支座中心线应尽可能与主梁中线重合，保证安装精度，水平位置偏差最大不得大于2mm，同时要保证有足够的伸缩缝位置，并保证伸缩缝处各种预埋件的安装。支座安装前应全面检查支座产品合格证书中有关技术性能指标，不符合设计要求的不能使用，同时应将支座支垫处和梁底清理干净。T梁横移就位。T梁在垫石之间型钢铺成的横梁上横移时，型钢应用钢板支垫牢固避免损坏垫石边角混凝土。T梁在横移走板上一定要支垫平稳，特别是边梁，支撑好斜撑防止倾倒，边梁就位时更要缓慢地移动，设置好稳妥的限位装置和内侧倒链稳固，防止T梁滑出盖梁，边梁单独就位困难时，需通过相邻中梁向外顶移缓慢就位。T梁就位后，及时设置保险垛或支撑，或在T梁两端头横向用钢绳和手拉葫芦拉紧，临时固定于墩台预埋钢筋环上防止倾倒。千斤顶顶梁落位过程中，各千斤顶应尽量保持一致，落梁前，须检查卸落架焊缝、千斤项和油泵是否完好。T梁安放时必须仔细，使梁和支座紧密贴合，若就位不准确时，要通过千斤顶顶起配合滚筒走板移动重新就位，不得用倒链硬拉或用橇棍移动梁板。T梁就位完毕后，经检查校正符合要求后才允许焊接横隔板连接钢筋，施焊应按设计要求进行，施焊结束后，方可除去防止T梁倾倒的支撑和拉链。-27- `四川川交路桥有限责任公司作者:李老师梁板安装好一片就要对其进行位置和标高检查，安装完一整跨后，要全面检查梁的轴线、位置和高程是否符合设计要求，合格后经监理工程师检查同意后，架桥机方可过跨。架桥机过跨就位，架桥机前移用一台5吨卷扬机走二线牵引进行，施工中应注意：a、将两套天车移至架桥机尾部配重和用后天车吊一片T梁配重，T梁另一端置于纵移T梁的运输平车上；b、挂倒拐滑车的已安装T梁后端用对口楔楔紧；c、前移过程中注意保持两边架桥机行走一致和控制其在轴线上的偏移；d、架桥机前移轨道应平顺固定，枕木和钢枕间间距不大于0.8米；e、架桥机前移前支点到位后，顶起前支点，支垫牢固、稳定，并通过现场技术人员和工长检查验收。3、施工注意事项T梁的吊装过程属高危险作业，要特别注意施工安全，吊装作业要统一指挥，服从安排，对机械设备要勤保养，重维护，施工过程中主要注意以下几点：a、建立安全组织机构，设立专职安全员，专人抓安全工作；b、超重设备必须由专人操作，注意保养，定期检查各种机械制动性能，T梁在架桥机纵移时，前吊点必须用一根Φ28的千斤头作保险绳，以防卷扬机刹车失灵，T梁从空中坠落，同时应防止因起重设备破坏及吊具断裂而伤人。-27- `四川川交路桥有限责任公司作者:李老师c、吊装作业区域周围设立醒目警示标志，禁止非工作人员入内，以防止物体掉落伤人，高空作业应设置安全防护网，确实不能设置防护网的工作人员务必佩带安全带或安全绳及相应防护设施，以防止人员坠落。d、龙门吊、架桥机在使用前应检查，必要时，动静载试吊合格后，再投入使用。工作中的钢绳，不得与硬质的物体磨擦，特别是带有棱角的金属物体。已吊起的T梁不准长时间滞留空中。e、吊装作业和纵移中，卷筒上的钢丝绳必须逐圈平顺靠紧排列，严禁互相错叠挤压，在放松钢丝绳准备吊装时，卷筒上的钢丝绳至少要保留5圈。f、T梁纵向运输、架桥机过孔、横移过程中，需专人统一指挥，协调一致，并派专人随平车移动检查，严防脱轨。龙门吊、架桥机、运梁平车的运行轨道必须坚实平整，需看得见T梁的运行情况。g、操作人员必须听指挥，指挥人员发出的信号必须明确，操作人员视野应良好，需看得见T梁的运行情况。h、施工现场的电器设备及照明、动力线路要有序布设，施工中要勤检查看线路有无破损，以防止发生触电事故。i、遇大风、雷雨天气，应停止吊装作业。七、箱梁主要施工方案（一）、模板制作箱梁模板采用大块钢模，每2-4米的距离为一个节段，模板工厂加工，面板采用6mm厚冷扎钢板，骨架采用12号角-27- `四川川交路桥有限责任公司作者:李老师钢，立柱采用14号槽钢，拉杆采用φ20Ⅰ级钢筋，所有拉杆均设置在梁外。这样的模板，整体性强，几乎没有接缝，无任何拉杆印迹，即能保证砼浇筑后的质量能保证预制梁的外观质量。（二）、箱梁预制施工工艺施工工艺及要点如下：施工顺序：底模清理→钢筋安装→内模安装→波纹管安装→钢绞线下料及穿束→侧模安装→高度控制→浇注混凝土→混凝土养护→清理预埋孔道→安装锚具→安装张拉设备→张拉钢绞线→孔道压浆→混凝土封端→箱梁移运。1、钢筋制作安装钢筋进场后，应得到相应的工厂的质量保证书，并进行机械性能和可焊性试验，试验合格后方能使用。钢筋制作、安装。钢筋在运输和储存时，不得损坏标志，按照级别、规格及批号分别挂牌垫楞堆放整齐，避免锈蚀或油污。钢筋的堆放应高出地面50cm左右。钢筋集中制作，工厂化加工，现场拼装，加工的形状、尺寸必须符合设计要求。钢筋的表面应洁净，无损伤，无油渍。铁锈等应在使用前清除干净。钢筋除锈:用锤敲击能剥落的浮皮，铁锈应在使用前清除干净。在焊接前，焊点处的水锈应清除干净。钢筋弯曲成型:每批钢筋弯曲成型前，必须先作样板，经检查合格后照样板加工。-27- `四川川交路桥有限责任公司作者:李老师钢筋焊接。钢筋在焊接前必须根据施工条件进行试焊，焊件经钢筋焊接性能试验，合格后方可正式生产。焊工必须有焊工考试合格证，并在规定的范围内进行焊接操作，受力钢筋采用焊接接头时，设置在同一构件的焊接接头应相互错开，在任一焊接接头中心至长度为钢筋直径的35倍且不小于50cm的区段，同一根钢筋不得有两个接头，在该区段内有接头的受力钢筋截面面积占受力钢筋总截面面积的百分率为受拉区不宜超过50%。焊接接头距钢筋弯折处，不应小于钢筋直径的10倍，且不宜于构件的最大弯矩处。钢筋在钢筋制作房统一制作成型后，在底胎上现场绑扎安装，安装钢筋前，应对钢筋的位置作准确的放样，安装钢筋的精度受力钢筋间距±10mm，箍筋，横向水平钢筋间距-20mm。钢筋的接头要交错排列，焊接接头和绑扎接头均要按技术规范要求执行。钢筋安装完毕后，项目经理部质检工程师自检合格后，请监理工程师复检，经检查合格后，方能进行下步工序。钢筋安装完毕后，按设计文件要求，对预应力管道要精确放样，首先，按设计文件要求，利用管道坐标中心值反算管道下缘的坐标值，然后利用坐标值用φ8钢筋设定“井”字形定位钢筋，每50cm设置一道定位筋，以保证预应力管道的精度及牢靠。预应力管道采用波纹管，波纹管接头一定要牢靠，以防漏浆，波纹管穿好后，马上利用穿束机进行穿束，钢绞线应顺直,没有交叉和扭曲,每隔1~1.5米用扎丝绑扎一道,扎丝头应弯进钢绞线束内,以便于穿孔顺利通过,绑扎完成后,钢绞线应按图纸设计顺序存放,并清楚标明记号。穿束完毕后，-27- `四川川交路桥有限责任公司作者:李老师要对波纹管进行检查，发现波纹管有破裂的地方，应立即更换或包裹，保证砼浇筑后，波纹管不漏浆，管道安装完毕后，质检工程师自检，监理工程师复检合格后进行下一道工序。待底板钢筋安装合格后进行内模安装。2、内模安装待箱梁底板钢筋安装完毕合格后，即进行内模安装，内模板采用工厂加工的模板经检查验收达到加工的精度、刚度要求，并预拼合格后，方能进场。模板安装前应进行试拼，以保证空心的截面尺寸，模板安装时应清理干净，涂上脱模剂，防止拆模时损伤砼，模板安装时还应控制好高度，保证底板和顶板砼的厚度。内模安装完毕合格后方可进行顶板钢筋绑扎。3、顶板钢筋安装待内模安装合格后进行顶板钢筋安装。钢筋的制作安装应严格按照图纸及规范要求进行，特别是注意端头加强筋和伸缩缝预埋筋。经检查合格，方能进行砼浇筑。4、侧模安装箱梁模板采用工厂加工的模板经检查验收达到加工的精度、刚度要求，并预拼合格后，方能进场。模板安装前，要用磨光机对表面进行打磨，使之光滑，然后用汽油把模板洗干净，待汽油挥发后，涂上脱模剂，用5T电动葫芦吊运模板到指定位置，准备安装模板。模板安装时，所有的接缝（底胎与侧模，侧模与侧摸，横隔板处等）均采用5mm-27- `四川川交路桥有限责任公司作者:李老师厚的泡沫胶皮贴好（泡沫胶皮弹性大，收缩性好，是接缝处防止漏浆的良好材料），以防止砼浇筑过程中发生漏浆的现象。模板安装完毕后，要对模板的相对高程，坡度，表面保护层等进行逐一检查，经质检工程师检查合格后，方能进行箱梁砼浇注。4、砼施工砼施工前，质检工程师要对顶板的钢筋、预应力管道，模板重新检查，监理工程师签字认可后方可浇筑砼。砼所用的砂石、水泥、外掺剂等均经监理工程师检查合格方能使用。砼施工时，按规定的施工配合比施工，由拌和站统一拌和，砼坍落度控制在7-9cm，砼拌和均匀后，用专门加工的斗及运输平车将砼运输至T梁位置，利用电动葫芦起吊，纵横移至T梁浇筑位置入模，砼要分层浇筑，分层振捣，振捣时利用插入式振动器3台振捣密实。砼浇筑为一端向另一端进行，浇筑时间5-6小时。在砼浇筑过程中，要时刻控制好砼的坍落度及和易性，严防漏振过振，切忌振动器触及波纹管和预埋件，防止偏位。砼浇筑时还应注意预埋吊梁所用的吊环。位置应在设计部位。5、砼的养生砼浇筑完毕后，用麻袋把箱梁遮好，洒水养生。并在箱室内洒水养生。气温低于5度，应采用蒸汽养生。6、拆模待砼达到一定强度后（约12小时），进行拆模。拆模利用5T电动葫芦及手动葫芦进行，拆模时要注意不能碰到梁体，以免造成质量和外观缺陷。拆模后，仍进行养生不少于7d。7、预应力的施工-27- `四川川交路桥有限责任公司作者:李老师⑴在梁体砼达到设计强度的100%或设计文件要求的张拉强度方能进行预应力张拉。张拉前要彻底消除锚杯、夹片和锚圈上的杂物，包括浮锈，对张拉过程严格控制操作工艺，采用应力值和伸长值双控，保证预应力设计值的实施。⑵张拉前必须进行机具的标定，保证预应力值的准确性，千斤预和油表要配套工作。千斤顶一般应使用6个月后200次，以及在使用过程中出现不正常现象时，应重新校准，油表精度不低于1.5级。张拉前对技术工人要交底，保证操作的准确及安全。⑶梁体砼达到设计张拉强度后，方能进行预应力的张拉，张拉时严格按国家现行技术规范进行，张拉程序0→初应力(持荷2min)→δcon(锚固)。张拉时如果有断滑丝情况，按规定程序处理。张拉时还要有必要的安全保证措施。8、压浆压浆前先清洗孔道，并用空压机将孔内积水，杂物排除，压浆时严格控制水灰比和水泥浆稠度，压浆应用活塞式压浆泵由一端向另一端缓慢进行，直到另一头冒浓浆，持压3分钟再补压注一次，以保证压浆的质量。9、封锚压浆完成后，用切割机切除多余钢绞线，切除时至少离锚具75mm以上，并采取必要的保护措施，使锚具附近的温度不超过150度，以防止钢绞线夹片受热退火而滑丝，切除钢绞线以后，安装封头钢筋及模板，然后封锚，在此过程中，一定要控制好梁的长度。-27- `四川川交路桥有限责任公司作者:李老师（三）、移梁待压浆强度达到70%后，可以移梁。移梁时，先用两个龙门架起吊起梁并纵移主梁至存梁场（纵移平车），然后横移梁至待放梁位置即可。在此过程中要注意两个龙门架必须同步，保证梁体的稳定和安全。（四）、运梁和安装因箱梁桥位较为分散，且运距较远。运梁时应采用专用炮车托运，架设采用两台25T吊车配合架设。在运输过程中及安装时，要时刻注意构件的重心位置，特别是炮车运输应用钢绳将其固定、稳定在炮车上，并用枕木在支座位置垫起空心板。如出现重心偏移，应停止单项作业，采取补救措施后继续安装。根据空心板的编号及吊装顺序依次用炮车将空心板运至桥头，准确安装支座及调平钢板。起吊之前检查确定吊车支腿要稳定，吊环及钢绳要牢固，吊点居中，并由专人指挥吊车，工人配合保证让梁体安放稳定、位置准确，底面预埋钢板与调平钢板完全接触，如有空隙用1-3mm的钢板进行补调。因使用吊车起落梁体，起吊前应仔细检查吊环及钢绳的牢固性，吊点位置应居中，因用两台吊车起落梁，应注意两台吊车相互配合默契，由专人指挥吊装。设置好控制方向的钢绳，空心板起吊、降落或移动时，应注意施加作用于移动方向的力和控制好向相反方向移动的力。为确保安全作业，在架设前，检查吊装范围作业半径及作业空间高度要能满足吊装要求。作业时，应严格按照吊装安全操作规程进行。-27- `四川川交路桥有限责任公司作者:李老师1、起吊、降落时吊车大臂下及梁体下严禁站人；2、操作工人及指挥人员应配戴好相应的安全防护用品如：安全帽、安全绳等；3、由专人指挥交通，严禁过往人群进入作业范围；4、随时检查吊车支腿安放处的地基情况，如出现下沉或移位情况，应立即停止作业，并采取相应补救措施后方可继续作业；5、随时检查吊环、钢绳的牢固性，以防出现破断情况。八、工程质量保证措施1.质量目标1）确保ISO9001：2000质量管理体系在本项目有效运行，并持续改进；2）工程合格率100%，顾客意度85%以上；3）无重大工程质量事故，争创精品工程。2.建立健全质量管理体系,确保工程质量达到优良标准，争创优质工程。九、安全保证措施1、安全目标1）杜绝施工伤亡事故；2）无中毒、火灾、火警事故；3）杜绝重大车辆交通事故，减少一般责任事故。4）特种作业人员持合格证件上岗率达100%。2、安全管理体系-27- `四川川交路桥有限责任公司作者:李老师施工队长负责本段施工人员的安全教育和安全措施落实。专职安全员和作业队长负责本作业队施工人员的安全、工程安全和机械设备的安全；做到以预防为主，消灭一切不安全隐患，做到安全施工。3、安全教育和应急预案对所有管理人员和施工人员以及作业工人进行安全教育，做好安全技术交底和班前教育培训工作，形成制度化，每月至少一次安全教育，做到人人懂安全，把事故隐患消灭在萌芽状态，真正做到预防为主。针对本项目特点制定生产安全事故应急预案，定期组织进行演练，发生生产安全事故，立即向主管部门报告，并立即启动应急预案，组织力量抢救，保护好现场。4、安全生产措施本桥第2跨为40米T梁上跨108线，施工对108线通行无太大影响，主要需作好安全防护工作。施工1#及2#墩时需设立施工警示标志，对施工区域进行必要的隔离；进行T梁架设、湿接缝及护栏施工时，除需在桥上设置安全防护网外，还需在108线上桥梁施工影响长度范围内搭设简易支架，支架中部预留门洞作为G108线行车通道，上部用竹胶板进行覆盖，边缘设置防护网，避免施工时落物造成安全事故。十、环境保护措施-27- `四川川交路桥有限责任公司作者:李老师严格按照招标文件的要求，遵照环境保护法、水污染防治法、大气污染防治法、噪声污染防治法、水土保持法等法规做好环保的保护与防治施工，最大限度的减少对自然环境的影响。同时做好文物保护工作。十一、文明施工保证措施1、施工驻地和施工现场严格按文明施工标准布设，在施工现场建立“五牌一图”施工标志，即：工程概况牌、文明施工管理牌、组织网络牌、安全纪律牌、防火须知牌和总平面施工布置图。对施工现场采用开放式施工，生产和生活办公区采用半封闭围墙隔离。2、加强施工管理，注重文明施工。在施工过程中坚持科学化、规范化施工作业，讲究工艺质量，规范工序操作，坚持文明施工，安全生产，杜绝野蛮操作的不良行为。3、保持施工现场整洁，施工材料及机具堆置停放整齐，大型施工设备、水、电线路安装规范，确保达到施工作业场地井然有序和文明工地的标准。4、加强施工驻地建设管理，工地宿舍、食堂、浴室、厕所等公共设施，应符合卫生防疫规定。改善职民工生活、生产条件，搞好施工场地的环境卫生，减少疾病，使施工及生产人员，保持良好的精神状态，以适应持续紧张的工程施工。5、安排好职工文化娱乐活动，大力宣传高速公路建设的重要意义，鞭策激励全体施工人员的积极性和创造性，努力为工程建设作出贡献。6、-27- `四川川交路桥有限责任公司作者:李老师遵纪守法，尊重业主和监理工程师，尊重地方政府。密切搞好与当地群众的关系，遵守村规民约，尊重当地群众生活及民族的宗教信仰，对施工场地、便道定期进行维护并洒水防尘，有效控制居民生活区的施工噪音，千方百计减少施工扰民，营造现代化施工的文明环境。7、积极向兄弟施工单位学习，互相支持，互相帮助，共同建好高速公路，在工程施工中不断提高文明施工管理水平，努力推动企业的精神文明建设。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#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$v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