某某河桥梁施工组织设计方案

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采用桩柱式桥台、柱式桥墩及桩基础，两桥台桩径1.2m，桩长30m，桥墩桩径1.5m，桩长41m，桥墩设系梁。主要地层为素填土、粉细砂夹亚粘土、粉细纱夹亚砂土、粉细砂、亚粘土等，桩柱式桥台基底置于粉细砂层，σ0=180KPa，柱式桥墩基底置于亚粘土层σ0=120KPa，全桥共24根钻孔桩。墩柱直径1.2m，墩高3.3-3.5m，墩中心距5.7m，台帽、盖梁高度1.2m。灌注桩、系梁混凝土标号为C25，墩柱、台帽、盖梁均采用C30。上部结构采用3-20m先张空心板梁，设2%桥面横坡。采用桥面连续结构，在两台设置D60毛勒伸缩缝并采用四氟球冠圆板橡胶支座，桥墩设普通球冠圆板式橡胶支座。桥面铺装采用C40钢筋混凝土现浇层，厚10cm，其上为FTY-1防水剂，加6cm的AC16I沥青混凝土。外侧设钢筋混凝土防撞墙，内侧设波形护栏。（二）场地情况该桥施工受场地限制较大，在3号台方向由于拆迁遗留问题，受群众阻拦不能进场施工，且交通不便、场地狭小，不能布置施工场地。只能在0号台后桥头路基上布置，目前，0号台左侧有电灌站及高压线尚未拆迁，影响0号台钻孔桩施工，从电灌站出来的Y形防渗渠将进场道路阻断，分隔施工场地，使场地布置比较困难。为使机械设备、材料进入施工场地，我们已经自如城方向修筑施工便道至岸边，在防渗渠处埋管通过，并在上游（右侧）修筑拦河土堤，下埋圆管保证水流畅通，作为2号墩、3号台施工及右幅桥架梁便道。 （三）工期要求：初步拟订本桥工期5个月，自2002年10月28日开工，至2003年3月22日完工。满足标段总体进度计划要求。二、施工部署（一）施工顺序钻孔桩：首先施工1号墩，再返回施工0号台，其次施工2号墩、3号台，如果0号台拆迁进度滞后，可先施工2号墩、3号台，再返回施工0号台。架梁时先架右幅，紧跟架梁进度施工桥面铺装，然后再架设左幅，墩柱、盖梁、台帽施工顺序与此安排相对应。（二）任务划分及临时工程安排根据总体安排，需要组织钻孔、钢筋、立模、混凝土等四个专业班组完成施工任务，由于钻孔桩根数只有24根，且只能在一侧河岸布置施工场地，只安排一台钻机进场即可满足工期要求。墩柱模板采用特制整体钢模，配3节，每节高6米；盖梁模板采用竹胶板制作，配两套；台帽利用先填灰土路基（加强压实）铺隔离层做底模，组合钢模板内衬地板革作侧模，可满足施工要求。搅拌机配750L及350L搅拌机各一台。利用桥头路基布置施工场地，在防渗渠左侧布置钢筋加工场地、木工房、发电机房、泥浆池，在右侧布置混凝土搅拌机、水池，大堆料场地布置在更靠后的路基上，采用机翻斗作场内水平运输，当不能利用钻机自身灌注混凝土时，可利用一分部汽车吊提升灌注混凝土。施工用电部分采用高压电，但由于附近变压器可提供的容量有限，只可用于钢筋加工、混凝土拌和、抽水等工作，在钻孔桩施工中主要采用自发电，配备两台75KW发电机（一台备用）。 施工用水就地打井采地下水，属可饮用水，可用于混凝土施工。办公、生活用房在磨北一组租赁民房解决。三、主要工序施工方案（一）钻孔桩施工1、施工准备：0、3号桥台局部平整场地后，按旱地施工埋设护筒，先在桩位处挖出比护筒外径大80-100cm的圆坑，然后安放护筒，周围用粘土填筑，护筒顶面高出地面0.3m；1、2号墩采用原木搭设钻机作业平台，然后按设计定出孔位中心线、振动下沉钢护筒，钢护筒用厚6-8mm钢板制成，内径较桩径大0.2m，护筒制成长3m整体，护筒顶端留有高0.4m，宽0.2m的出浆口。在岸上制作泥浆池，沉淀池，钻渣及时清运。2、钻孔施工采用反循环钻机，并提前用优质粘土在泥浆池中制备泥浆，钻机就位后，检查钻孔孔位偏差及钻杆垂直度，合格后方可开钻，此时应稍提钻杆，开动泥浆泵进行循环，以低档慢速开始钻进，使护筒脚处有牢固的泥皮护壁。钻至护筒脚下1.0m后，方可按正常速度钻进。护筒底因土质松软发生漏浆时，可提起钻头，向孔内投放粘土，再放下钻头旋转，使胶泥挤入孔壁堵住空隙，待不再漏浆时，继续钻进。钻进过程中，必须保证钻孔的垂直。 钻进过程需根据土层变化选用不同的钻进方法。在粘土层中宜选用尖底钻头，中等转速，大泵量，稀泥浆。进尺不得太快，否则容易折断钻杆而泥块也不易粉碎；在砂土或软土层中钻进，宜用平底钻头，控制进尺，轻压、低档慢速、大泵量、稠泥浆钻进。需防止泥浆排量不足，钻碴来不及排除而造成埋钻事故。钻进过程中，每进尺2～3米，检查孔直径和竖直度，确保钻孔直径和竖直度符合要求。每钻进2m或地层变化处，应在泥浆池中捞取钻渣样品，查明土类记录，以便与设计资料核对。泥浆补充与净化：开钻前应调制足够数量的泥浆，钻进过程中如泥浆有损耗、漏失，立即予以补充。并按有关技术规范检查泥浆指标，遇土层变化应增加检查次数，并适当调整泥浆指标。钻孔达到设计标高并清孔后，对孔径、孔深、孔形、竖直高和孔底地质是否与设计相符合，孔底泥浆沉淀厚度等进行检查签认后，方可吊放钢筋笼灌注砼。3、吊放钢筋笼和导管：钢筋笼可根据情况按2-3节制作，钢筋接头按规范相互错开一定距离，保护层采用“钢筋耳朵”或穿心混凝土块，严格按设计间距设置加强箍筋，吊装时应采取临时加固措施，增加其刚度，以防产生过大变形，影响入孔。在钢筋笼下放受阻时应缓慢旋转下放，以防戳伤孔壁，焊接时应由等级焊工操作，保证焊接质量。全部钢筋笼入孔后，采用吊筋和钢管叉将钢筋笼牢固固定在设计标高处。然后吊放导管入孔，导管使用前均应调直、试拼组装、试压、编号及自下而上标示尺度。导管安装时，使导管下口距孔底0.3～0.5m为宜，导管应位于孔中心位置。 吊放、焊接过程应尽量缩短作业时间，并开动泥浆泵循环，减少沉碴，并保持水头。4、清孔当钢筋笼安放好后，再进行二次清孔，保证孔底沉淀厚度不大于技术规范及图纸要求。清孔时，注意保持孔内水头，以防坍孔。清孔后，泥浆的稠度应达到规定的要求。在浇筑砼前，用空压机风管对孔底进行扰动，以减少泥浆的沉淀物，使孔底泥浆的沉淀厚度不超出规范要求。5、灌注水下砼灌注水下砼是钻孔桩施工的关键工序，钻孔质量应经检验合格后，方可开始灌注工作。水下混凝土的坍落度控制在18～22cm为宜，并具有良好的和易性。混凝土的配制除应符合设计要求和施工技术规范的规定外，从气温、水泥品种、砼标号、水灰比、坍落度、外加剂等方面控制砼的初凝时间，使每根导管的砼灌注工作，保证在该根导管首批灌注的砼初凝以前完成，一般不掺缓凝剂时初凝时间在8小时左右。若灌注时气温较高、应根据试验结果适量掺加缓凝剂，延长砼凝结时间。灌注前，对孔底沉淀层厚度应再进行一次测定，必要时，应二次清孔，消除沉碴，使之满足规定要求，然后立即灌注首批砼。混凝土运输到位，由16t汽车吊提升导管，灌注水下砼。水下砼灌注采用直升导管法，使用直径250mm导管，采用丝扣连接。储料斗应有足够容量，保证初次封底砼灌注后，使导管埋入砼的深度不小于1.0m 。灌注水下砼的工作应连续不间断，并要迅速，以防止塌孔和泥浆沉淀过厚，造成断桩。导管埋入砼的深度一般控制在2～4m，最大埋深不宜超过6m，必须勤量勤测孔内砼面标高，指导导管提升、拆卸，以保证不发生漏拔、埋管事故。砼灌注至系梁顶标高，并在系梁、接桩柱施工前将其凿除至系梁底标高，以便消除浮浆和测量误差，灌注前和灌注过程中，应仔细检查提升导管用钢丝绳和卡盘。钢丝绳过细或有损伤应立即更换，卡盘在导管提升时应搭在导管上不得翻开，以免发生导管掉落事故。在灌注砼时，按规定制作砼试块，并妥善养护，强度测试后，填写试验报告表。有关砼灌注情况，各灌注时间、混凝土面的深度、导管埋深、导管拆除以及发生的导常现象等，指定专人进行记录，以便及时总结经验，指导下一根桩的施工。劳动力组织：钻孔班7人，其中机长1人，司钻2人，机电工兼记录1人，拆装钻杆及清渣3人。灌注混凝土8人：上料5人，搅拌机司机1人，机翻斗司机1人，吊车司机1人。（二）系梁、墩台、盖梁施工1、由于1、2号墩处水位较浅，系梁底较水面低40cm，系梁施工可采用土围堰施工。在桩身混凝土达到一定强度后，凿除桩头混凝土，立模板施工系梁，必须做好基坑排水工作，混凝土浇注24小时内不得浸水。2、模板：系梁、桥台施工采用标准组合钢模板，内衬地板革。桥墩墩柱采用特制半圆形钢模板，面板厚度5mm，肋板厚10mm，高度8cm，间距30cm左右，高6m 以消除水平模板缝（墩柱伸入盖梁的钢筋必须在混凝土浇注后弯曲成型，在加工墩柱钢筋时需注意），共需3节，盖梁施工底模采用竹胶板，侧模采用特制大模板，要求同上，共需2套，模型就地一次拼装成型，吊装就位，钢管支撑加花篮螺丝固定。采用清洁机油作脱模剂。3、钢筋及预埋件：钢筋现场绑扎，钢筋焊接必须进行焊接工艺评定，并编制了钢筋焊接作业指导书。支座垫板锚筋要和盖梁钢筋牢固焊接，并设立独立的垫板支撑架，确保支座垫板的位置准确。4、混凝土拌制：要获得良好的混凝土表面质量，模板之外，混凝土的拌制是重要环节，采用750L强制式搅拌机拌和混凝土，混凝土的拌制设备和计量装置，应经常保持良好状态，并定期由有关部门标定。应严格按配合比计量拌和，要特别注意严格控制水灰比，搅拌时间应不少于2分钟，以获得良好的工作性能。5、水平和垂直运输：水平运输采用1t机翻斗2台配手推车10辆，道路要平顺，垂直运输采用小型起重设备，运输能力应和拌制、灌注能力配套。6、灌注：模板、钢筋、预埋件等经检查合格、处理好施工缝后方可灌注。墩台混凝土入模应采用串筒，采用插入式振动器振捣，墩柱、肋板应水平分层进行，分层厚度为振动器作用部分的1.25倍，一般采用30厘米，混凝土入模后，应首先摊平再行振捣，严禁用振捣棒赶灰，摊灰时注意应使中间低、四周高，振动器移动距离不宜超过其作用半径的1.5倍，插入下层混凝土的深度宜为5~10cm ，做到快插慢拔，振捣时必须注意保护钢筋和预埋件，振捣时间以混凝土不再下沉、不出现气泡、表面开始泛浆为度，但也应防止振动过量。7、拆模和养护：混凝土灌注后，最迟不超过12小时即应洒水养护，当气温低于5℃时，停止洒水养护，采用塑料薄膜、草袋封闭养护，养护时间14天。侧模可根据混凝土强度增长情况，在保证混凝土表面不致损坏的情况下拆除（一般为3-5天），承重底模需在混凝土强度达设计强度70%以上方可拆除。（三）架梁：所用空心板梁由业主提供，用运梁车直接运输到工地。运梁便道必须坚实平整，转弯半径符合运梁车技术要求。当梁运送到桥位后，用2台25吨的吊车将梁体对准待架梁位，落梁就位。架梁从如城台开始，吊机停在拦河土堤上先架设右幅，再从右幅架设左幅。（四）桥面铺装:本桥设计桥面铺装为10cm厚水泥混凝土加6cm沥青混凝土，混凝土铺装中采用￠8钢筋网。伸缩缝采用毛勒缝，待沥青铺装完工后切缝安装。安装时应仔细调平，保证桥面的平整度。1.桥面砼铺装板梁安装就位并调整验收合格后，填筑铰缝砼，将各预埋筋、预埋件预埋到位，然后进行桥面钢筋铺装及桥台伸缩缝及整体连续桥面钢筋制作，再整体浇注。 桥面浇注前在安全带内侧用水准仪打出浇注标高线，并在桥面采用梅花形加密布置高程点，控制桥面铺装高程，砼浇注前用水冲洗桥面，施工时采用手推车运送混凝土料，平板振动器振捣，振动梁拖平，木抹子搓毛，采用真空吸水技术提高混凝土强度和表面质量，覆盖洒水养生。施工中严格按照配合比施工，每道工序严格执行施工规范。桥面板浇注过程中，重点加强桥面平整度和纵横坡的控制。2.安全带安全带砼浇注采用竹胶板制模浇注，以确保砼外观的光洁度，给整个桥梁增加美感。为了确保安全带的线形顺畅，增强桥梁整体美观，安全带砼浇注时根据施工图首先用经纬仪打出桥面中线及安全带的边线，再用水准仪测出安全带的施工高程，按测出的高程点挂线进行施工，做到平面位置、高程精确。浇注时，重点注意安全带断面尺寸及模板稳定性的控制，确保砼内实外光。泄水管为桥面的主要排水通道，在安全带立模时按照施工图纸要求，准确地埋设泻水管管道，泻水管安装时略低于桥面2.0cm，底端伸出板5cm。3.波形梁护栏委托有资质的厂家加工，安装中注意其间距、竖直度及线形的控制，提高安装工艺，增强栏杆的外形美观。4、防撞墙施工：桥面铺装完成后方可施工防撞墙，防撞墙采用特制钢模板施工，在施工桥面铺装时预埋钢筋以便支模，护栏施工前，应整理空心板预埋钢筋，护栏钢筋现场绑扎，立模前，模板必须抛光，砼脱模剂应采用新机油，模板底脚应仔细填塞，保证振倒时不漏浆而产生烂脚现象。防撞墙施工时必须加强控制，确保线形顺畅。四、施工进度计划 计划开工日期为2002年10月28日，竣工日期2003年3月22日，总工期5个月。由于场地狭小，在钻孔桩施工期间不安排其他工序平行作业。各主要工序具体安排如下：1、钻孔桩：2002年10月28日至12月10日，工期44天；2、系梁：2002年12月11日至12月30日，工期20天；3、墩柱：2002年12月16日至2003年1月15日，工期31天；4、盖梁、台帽：2002年12月21日，至2003年2月10日，工期52天；5、架梁：2003年2月5日至3月2日，工期26天；6、桥面及附属：2003年2月11日至3月22日，工期40天。详见附表：《龙游河1号中桥施工进度计划》五、施工平面布置见附图《龙游河1号中桥施工平面布置图》六、施工机械、人员需要量计划（一）施工机具需要量计划见《主要施工机械需要量计划》 主要施工机械需要量计划序号机械名称额定功率（Kw）/容量（m3）/吨位（t）数量进场时间备注1龙门钻架12002/10/152旋转钻机22KW22002/10/153泥浆泵22KW22002/10/154泥浆泵15KW32002/10/155泥浆泵7.5KW12002/10/156泥浆泵3KW22002/10/157砼搅拌机750L/350L1/12002/10/158手推车62002/10/159振动棒42002/10/1510汽车吊16t12002/10/2511汽车吊25t22003/2/512电焊机30KW22002/10/1513钢筋切断机4.4KW/40mm22002/10/1514钢筋弯曲机5.5KW/40mm22002/10/1515发电机组75KW22002/10/15一台备用 （二）劳动力需要量计划施工高峰期需要劳动力50人，其中机械工15人，钢筋工5人，混凝土15人，木工5人，普工10人。七、安全、质量、环保措施（一）、安全措施1、牢固树立“安全第一,预防为主”的思想.2、加强对全体员工的安全教育，提高全员的安全意识。坚持周一安全讲话，每日班前安全讲话，周末安全大检查.3、设置安全监督岗等行之有效的安全管理制度。建立健全各级安全工作保证体系。4、严格遵守操作规程，创造一个人人重视安全,处处遵章守纪.文明施工的环境。5、所有进场人员必须戴好安全帽，高空作业人员必须拴好安全绳、挂好安全网、穿好防滑鞋，严禁酒后上岗。6、作好工地用电管理,配电盘应设风雨棚，临时电力设备要有专业人员巡视检查，闸刀、开关应配箱加锁，电器设备要加装漏电保护器，以防各类触电事故的发生。9、对临时设施如承重支架、脚手架及其它起吊设备应有设计检算资料。使用前应进行必要的加载实验，使用中要指定专人经常检查维修时刻保持良好状态。10 、吊车作业必须支设在坚实的地基上，在架梁前必须对运梁车、吊车行驶、停机位置全面检查，必要时要进行地基处理。各种提升设备必须专人持证操作，严禁酒后作业。操作前对提升设备的刹车，钢丝绳有无断股现象要细心检查，检查钢丝接头是否牢靠，钢丝绳接头必须有三个钢丝卡头。吊车及提升设备作业必须统一信号，作好防护工作。（二）、质量措施本桥质量目标是优良工程，为此应采取如下质量控制措施：1、全面贯彻“尊重业主、服从监理”的方针，牢固树立“百年大计，质量第一”的思想，建立完整、持续、有效的质量保证体系，将责任层层分解，落实到人，增强群体创优意识，使创优活动变成职工的自觉行动。2、严肃施工纪律，加强内控机制，严格执行工程质量三检制、技术交底复核签认制、测量双检制等一系列行之有效的质量控制制度。上道工序未经检验合格不得进行下道工序施工。3、进场钢材必须进行成批验收，不合格材料坚决杜绝使用；不同种类的水泥应储存于不同的库房，不同批交货的水泥，其储存方式应便于按交货的先后次序予以使用，水泥在交货后应尽快使用，超过三个月要降级使用；砂石料场必须硬化，污染的砂石料要冲洗干净方可使用。4、砼和砂浆要严格按施工配合比计量施工，只能使用重量比，严禁使用体积比。 5、严把砼立模和捣固关，组织QC小组攻关，坚决克服跑模，错台，漏骨，蜂窝麻面等质量通病，确保砼内实外光，质量优良。6、进入冬季施工，应严格按冬季施工措施作好混凝土的防寒工作，备足塑料薄膜和草帘，保证混凝土不受冻。八、工期保证措施1、修好便道，保持施工场地和道路始终处于良好的排水状态，保证车辆正常通行；现场施工用料要有足够的储备，保证施工不停顿，以防影响施工进度。桥面板、桥梁支座、伸缩缝、波形梁等外购构配件应提前联系，满足施工进度需要。2、加强机械保养、检修，备足易损件，减少因机械故障引起的停工时间。3、随拆迁进度及时调整工序，如果条件允许，可以安排钻孔桩施工期间的平行作业。4、制定班组日历性作业计划，将工期目标层层分解落实，定期检查评比，奖罚兑现。核准通过，归档资料。未经允许，请勿外传！ 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