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中市办静压桩基施工方案(最终)

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'颍河治理项目中市办集中安置区桩基施工方案目录第一部分总则………………………………………………3一、编制依据……………………………………………………3二、编制原则……………………………………………………3三、施工总说明…………………………………………………4(一)工程概况…………………………………………………4(三)工程所在地地质、水文情况……………………………4(四)工程施工条件……………………………………………5第二部分施工部署方案……………………………………5一、工期安排……………………………………………………5二、劳动力计划…………………………………………………5三、材料投入计划及保证措施…………………………………6四、机械设备投入计划…………………………………………6第三部分关键施工技术、工艺及工程项目实施的重点、难点分析和解决方案……………………………7一、施工测量…………………………………………………7二、引孔工艺……………………………………………………9三、静力沉桩施工………………………………………………11四、工程质量常见通病…………………………………………18五、施工质量的保证……………………………………………19六、保证安全生产措施…………………………………………20七、文明施工管理与环境保护措施……………………………20八、雨季施工措施………………………………………………22九、应急预案…………………………………………………22十、附件…………………………………………………………25第27页 颍河治理项目中市办集中安置区桩基施工方案附件1、项目组织结构图……………………………………25附件2、质量保证体系………………………………………26附件3、项目管理组织结构图………………………………27附件4、施工进度计划表……………………………………28附件5、静压桩施工记录……………………………………29第27页 颍河治理项目中市办集中安置区桩基施工方案第一部分总则一、编制依据1、国家现行工程建设标准强制性条文、施工及验收规范、规程。《阜阳市颍泉区中市办集中安置小区(北地块)岩土工程勘察报告》;《先张法预应力混凝土管桩基础技术规程》DB34/T1198-2010(安徽省标准)《关于加强我市预应力砼管桩施工质量管理的意见》阜建监(2011)24号《先张法预应力砼管桩》(GB13476-2009)《建筑地基基础工程施工质量验收规范》(GB50202-2002)《工程测量规范》(GB50026-2007)《建筑基桩检测技术规范》JGJ106-2003(行业标准)《建筑桩基技术规范》(JGJ94-2008)《预应力混凝土管桩》(图集)10G4092、场区实际情况。3、本公司质量、职业健康安全及环境保护管理体系文件。二、编制原则1、坚持质量第一,用户至上的宗旨,全面执行我公司“三标一体”管理方针,严格按照ISO9001:2000质量管理体系、ISO14001:2004环境管理体系和GB/T28001:2001职业健康安全管理规范的要求进行施工管理,切实贯彻执行国家施工及验收规范、操作规程和制度,确保工程质量和职业健康安全,遵循国家及市政府有关环保文件精神,采取有效措施,减少环境污染,降低噪音。2、严格执行基建程序,发挥我公司技术优势,利用先进的施工技术,科学管理,加快施工进度,确保本工程尽早交付业主使用。3、根据本基础工程建筑结构特点,充分发挥我公司整体实力,本工程静压桩基础使用目前较先进ZYJ800D、LDZJ850液压履式静力压桩机机械设备,减轻劳动强度,提高劳动生产率,加快施工进度。4、结合施工实际,合理安排施工工序。采用系统工程、网络计划、目标管理等现代化管理方法,统筹安排施工作业,安排机械、材料、劳动力的进退场,加强工程进度的科学性、计划性管理,确保施工进度和现场文明整洁。5、遵循国家有关环保文件精神,采取有效措施,降低施工噪音及粉尘污染,保持正常的生产和生活环境。第27页 颍河治理项目中市办集中安置区桩基施工方案6、严格遵守国家及当地政府有关消防要求,做好消防工作。三、施工总说明(一)工程概况阜阳市颍泉区中市办集中安置小区位于阜阳市城区北部,双河路北侧、界首路西侧、管庄路东侧;建设用地面积约㎡,总建筑面积约30万㎡。地下工程37000㎡.其中9栋26层,9栋18层,1栋32层。1栋幼儿园。主楼采用PHC-500(125)AB-C80管桩,目前东边9栋楼号为偶数的楼座总桩数1621根,(其他楼号为奇数的楼座因为基础设计图没有出来,具体数量未统计)。持力层为第7层粘土夹粉土层,管桩极限阻力标准值为90Kpa,极限端阻力标准值为4600Kpa,单桩承载力特征值预估为2300KN。商业裙楼及门厅采用PHC-500(100)AB-C80,9栋楼相应商业裙楼总桩数为375根,管桩桩持力层为第5层粉土夹粉质粘土,管桩极限侧阻力标准值为为80Kpa,极限端阻力标准值为2600Kpa,单桩承载力特征值预估为1000KN。有效桩长待试桩后由设计单位确定。本工程主要工程量如下:序号材料名称规格/型号单位数量备注1挖掘软土层耕植土m338000估算(不含18层、32层楼)2换填碎石、碎砖碾压m338000估算(不含18层、32层楼)3PHC管桩φ500*125ABm48630估算(不含18层、32层楼)4PHC管桩φ500*100ABm5625估算(不含18层、32层楼)(二)工程所在地地形、地质情况1、地形地貌拟建场地位于阜阳市西北部,宏观地貌为淮北冲积平原,微地貌单元为泉河高漫滩,场地地形较平坦。表层为耕植土,耕植土土层厚度约为80cm。2、地下水位情况根据地勘报告“第27页 颍河治理项目中市办集中安置区桩基施工方案勘察期间钻孔中的稳定潜水位埋深2.1米,标高26.50~27.95米。水位随季节变化,冬春季节水位低,夏秋季节水位高,年变化幅度在地面下1~3米。根据勘察完近年来在本地区勘测资料显示,该场区在近3~5年高水位埋深约为1米。”高程约29米。根据区域水文地质资料和本次勘察结果,4、5层压力水头约高于各含水层顶板(三)工程施工条件根据现场目测,场地较为平整,但耕植土未经填平压实,由于桩机自身较重,场地要平整坚硬,在较软的场地中适当铺设道渣,不能使桩机在打桩过程中产生不均匀沉降,静压桩桩机对施工场地要求较高,由于桩机及配重达500吨以上,为防止桩机下陷而造成桩身倾斜、桩机挤压对桩位的影响,影响施工质量及施工安全,必须沿建筑物周边预应力管桩中心线加宽6米区域内全部采用换填砖渣的措施,使其达到静压桩施工要求。换填砖渣厚度为800MM。另外现场临时道路只有拟建物南边已修建了一条6米宽220厚C20混凝土道路,其它临时道路尚未完成,考虑工期紧和现场情况,首先在拟建建筑物场地周边修建一条4米宽的600厚碎砖渣临时道路和南边已修建好的施工临时砼道路形成环形道路,以方便管桩运输和机械行走。环形道路距用地界线(北块)搭建的围墙内1米距离外修建。第二部分施工部署及方案一、工期安排本工程进度计划安排2个压桩专业队进行施工,工程桩共1577根,计划工期控制为30天(工期具体安排见进度计划表)。二、劳动力计划劳动力组织按不同阶段分别来考虑和安排,为保证工程质量、提高效率及便于核算,作业队伍应保持相对稳定,并隶属于项目经理部统一安排、统筹调度。劳动力计划,见下表。劳动力计划表序号工种名称工作内容人数1软土层换填负责软土层换填施工802静压桩工负责静压桩施工403焊工接桩及其他焊接作业105电工负责现场用电3第27页 颍河治理项目中市办集中安置区桩基施工方案三、材料投入计划及保证措施1、工程用材料投入计划,分工程用材料和周转工具材料投入计划,提前联系材料,合理安排进退场时间。2、材料投入计划保证措施:1)做好市场调查,从中选择几个生产管理好、质量可靠稳定的厂家,作为待定的供销商,建立质量档案,并进行质量比较,从中选择最优厂家,作为合格供应商,建立供货关系。2)建立供货商档案,随时对材料进行抽样,保证供销商所提供的产品均为合格,否则应重新认定合格的供销商。3)原材料进场必须“二证”齐全,包括产品合格证和供应商资格合格证。4)原材料进场后应按指定地点整齐码放,并挂标牌标识,标明型号、进场日期、检验日期、经手人等,实现原材料质量的有效追溯。序号材料名称型号规格单位数量备注1碎砖、碎石碾压M33.5万估算2预应力管桩φ500*125ABm48630估算3预应力管桩φ500*100ABm5625估算四、机械设备投入计划主要施工机械计划:本工程工期紧、压桩工程量大,为提高工作效率,拟投入ZYJ800D、LDZJ850液压履式静力压桩机各一台。同时做好施工机具设备的加工与修配工作,以满足优质、高效的施工生产需要。1、主要施工机械配备一览,见下表主要施工机械配备一览序号设备名称型号规格数量使用部位1挖掘机XC3304软土层换填2铲车502软土层换填3自卸运土车20t12软土层换填4长螺旋杆钻孔机2引孔、压桩5静压桩机800t26送桩器φ50010第27页 颍河治理项目中市办集中安置区桩基施工方案7汽车吊YQ-252吊桩8混凝土搅拌机JXC-4002零星搅拌9气体保护焊机GPMIG22108焊接10潜水泵5m310场区抽排水11水准仪DZS3-13测量放线、施工监测12全站仪BF-802C113经纬仪J2-2/JZJDA22、施工机械的使用及管理(1)开工前由设备科编制详细的设备进场计划,报主管经理批准后,负责组织设备的进场、安装、调试。如果在施工过程当中发生变化,及时反馈到公司,由公司动力部根据需要对设备进行调整,绝不影响工程施工。(2)施工机械管理措施①按ISO9002质量体系《程序文件》之《设备管理程序》的要求,确保施工现场机械设备始终处于受控状态,满足工程进度和质量的要求。所有进场的机械设备在使用前必须经公司动力部审验,合格后领取准用证方可使用,防止不合格(或未检修)设备进入施工现场。②机械保养好坏是其能否正常运转的保障。因此,所有机械设备进场后,应严格按照使用说明及机械设备安拆使用操作规程进行检查、就位、调试,需要做设备基础的,必须严格按要求做好设备基础。操作人员必须经过岗位培训持证上岗。③设备在使用过程中操作人员应按规定进行保养,定期检修,保证其运转良好,并作好记录。④按照设备使用要求作好防雨、防潮、防雷击工作,并应搭设工作棚(罩),悬挂《设备安全技术操作规程》。第三部分关键施工技术、工艺及工程项目实施的重点、难点分析和解决方案一、施工测量1、总则本工程的一个重要特点是面积大。为保证建筑物轴线及桩基平面位置的准确性,确保测量工作的高效率、高精度,测量工作严格按《工程测量规范》GB50026—第27页 颍河治理项目中市办集中安置区桩基施工方案93的要求,遵循先整体,后局部,先控制、后细部的原则。为方便建筑物桩基放样工作,本工程采用建筑方格网的平面控制形式,以控制建筑物的各主轴线,并进行严密平差和归化改正工作。桩基放样采用计算与极坐标测量分开的方法,先计算各根桩的放样数据,经复核无误后,进行现场测量放样工作。使单位测量工作时间缩小到最短,以提高测量精度和速度。2、施工测量组织①测量人员:本工程的测量工作,将派有丰富经验的测量人员负责该工程的施工测量工作。②测量设备:根据本工程特点和精度要求,平面控制和建筑物放样采用全站仪,轴线投测采用经纬仪,同时还配备计算机和相应的软件来进行数据处理,以求高效、准确地进行测量工作,确保工程质量。主要测量设备及软件设备名称型号数量精度等级用途全站仪BF-802C1平面控制、建筑物定位和桩基放样用水准仪DZS3-13标高控制经纬仪J2-2/JZJDA2钢卷尺50m2把桩基放线用对讲机5km5个通讯联系用3、测量控制(1)平面控制为体现城市规划的整体统一性,本工程的建筑方格网必须与城市控制网联测。为保证建筑物位置的准确性,控制点的联测采用微三角形法(见图1);同时测定三角形的三个角度,然后进行角度平差后确定场区内待定点P的平面坐标,作为建立建筑方格网的依据。图1中P点为待定点,A、B点为城市控制点。第27页 颍河治理项目中市办集中安置区桩基施工方案根据建筑物设计坐标计算建筑方格网各网点的平面坐标,依据建筑方格网点和P点的坐标进行坐标反算,求出各方格网点的放样数据,采用支导线或极坐标法在现场初步定出各方格网点,然后埋设永久性砼预制桩。绘制点标记。(2)建筑方格网的精测和归化改正①外业观测等埋点稳定后(一般在埋点后7天),对建筑方格网进行观测,精度等级按国家一级导线的要求进行。角度采用测回法和方向法观测两测回,距离采用对向观测,取四次平均数。②内业计算先对外业成果进行检校无误后,利用网平差软件进行严密平差,计算各网点的坐标。与理论计算值进行比较,求出改正值。在现场进行归化改正。通过归化改正后,对建筑方格网重新进行观测、归化改正,直至最弱点归化改正值少于1cm为止。(3)高程控制①水准点的测设采用三等闭合水准线路,往返观测,并在联测的基础上统一平差计算。②三等水准测量的主要技术要求:前后视距≤60m,前后视距差≤3m,全长累计视距差≤5m,闭合差fh≤12√L(L为水准路线长度,单位km),每千米高差全中误差≤6mm。进而求得各水准点高程,达到对整个施工场地的高程控制。③水准点选在坚实稳固、不受施工过程影响的地方,且便于寻找、保留和引用。④埋设水准点要用混凝土浇筑加固,钢筋头磨成半球形且略低于地面,上部用木板或其它板加盖保护,埋设至少7天方可测设。⑤所有的点统一编号,测设完毕将其成果与编号标注在板盖上,以便于施工引用。二、引孔工艺1、本工程投入2台长螺旋钻机,钻杆直径400mm,负责引孔作业,2台800T静压桩机进行φ500管桩施工。2、长螺旋钻机引孔施工方法(1)施工前,严格按图纸放设基准点、控制轴线、轴线、桩位,并用300mm长的ф6钢筋系上红线打入土层内作为桩位标识,或点上白灰,撒出桩外皮轮廓线,以便于对位。轴线桩位经监理复核确认无误后方可施工。(2)引孔前在桩位标识外7~10米处引两点作为固定点监测其是否偏位,同时设两垂线监测其垂直度,引孔机就位,旋钻引孔至地表面下20米左右位置,回钻退出的同时清理泥浆至场外,然后用小挖掘机将旋钻出的土方回填入引孔内,余土用自卸汽车外运,最后重新对整个场地进行平整,进行二次轴线、桩位放线。3、压桩工艺第27页 颍河治理项目中市办集中安置区桩基施工方案(1)、定位:压桩机就位,管桩吊入压桩机的夹桩器内夹紧,以确保桩的正确定位;(2)、校正桩的垂直度:当桩尖进入土层500mm后,用两台夹角成90°的经纬仪或吊垂线调整桩机桩架处于垂直位置,然后再调整首节桩的垂直度(经纬仪一般架设在距桩机15m以外),使桩架与桩身保持平行,其精度误差小于桩长的1%(首节管桩插入地面时的垂直度偏差不得超过0.5%),即可打桩,并在打桩过程中进行跟踪监测,指挥桩架保持其精度。如果超差,必须及时调整,但需保证桩身不裂。(3)、压桩:夹桩器夹紧桩身,启动压桩油缸,使桩慢慢压入土中。在压桩时,如进入含卵石砾砂层应当加快压桩速度,以保证桩尖有一定的穿透能力;本工程送桩施工应符合下列要求:当桩顶被压至地面需送桩时,应测出桩的垂直度并检查桩头质量,合格后立即送桩,压送作业应连续进行;(4)、接(驳)桩①采用焊接接桩法:管桩的接长可采用桩端头板沿圆周坡口槽焊接,下节桩桩头须设导向箍,上下节桩段偏差不宜大于2mm。焊接前应先确认管桩接头是否合格,上下端板应清理干净,坡口处应刷至露出金属光泽,油污铁锈清除干净。焊接前先在坡口圆周对称点焊4~6点,接头的焊缝宜为三层,每层焊缝的接头应错开,焊缝厚度6mm,焊缝须饱满,不得出现夹渣或气孔等缺陷,焊剂采用1.2mm的CO2气体保护焊丝。施焊完毕须自然冷却8分钟后方可后方可继续施压。严禁用水冷却或焊好后立即沉桩。管桩接桩处外露法兰盘和金属构件均应涂刷油漆或沥青防腐。②下节桩施工压后露出地面0.5~1.0m时即可接桩,并注意避免桩尖在砂层中进行接桩。接桩时,上下桩节中心偏差≤2mm,节点弯曲矢高不得大于桩长的0.1%,且不得大于20mm;③第27页 颍河治理项目中市办集中安置区桩基施工方案本工程的管桩根据试桩确定单桩长度约为34m~35m、15m~18m不等,为了避免浪费,配桩规格尽可能多。因此本工程拟选用7m、8m、10m、15m共9种规格,进行灵活配桩。(5)、终压稳定:当桩端进入持力层,压力达到终压值要求时,应保持终压值的压力,适当稳压;(6)、施工时必须对每根桩做好一切记录,记录内容包括:桩的节数、每节长度、静压终压值、复压次数、每次时间等,并将有关资料整理成册,及时提交有关部门检查及验收;(7)、遇下列情况之一应暂停压桩作业,并及时与设计、监理等研究处理:①压力表读数骤变或读数与地质报告中的土层性质明显不符;②桩难穿越具有软弱下卧层的硬夹层;③实际桩长与设计桩长相差较大;④桩入土深度小于5m;⑤桩身混凝土出现裂缝或破碎;⑥土中桩身出现破裂声等异常现象;⑦桩头混凝土剥落、破裂;⑧桩身突然倾斜、跑位;⑨夹持机构打滑或压桩机下陷;⑩邻桩上浮或位移,地面明显隆起、附近房屋及市政设施开裂受损。三、静力沉桩施工1、沉桩工程施工重点和难点1)测量定位控制①为避免测量误差增大,采用精度更高的全站仪进行测量。②控制点的数量以八个为宜,为防止车辆碾压,控制点应用水泥墩予以保护,并设立明显的标志。③每天都对控制点进行复核,以免控制点移位造成重大的损失。④沉桩时还必须布设控制或参照线,以便沉桩班组及时检查,复核桩位点。2)桩身垂直度控制①压桩机就位时,启动平台支腿顶升油缸校正平台处于水平状态。②桩入土至50cm时,用走机方式移正桩的垂直度和平台的水平度,保证桩的纵横双向垂直偏差不超过0.5%。③稳定之后,将桩徐徐压下,并记录下双向垂直偏差最大者。3)终压标准控制①桩尖进入桩端持力层,同时终压力应不小于单桩设计承载力的2.3倍控制,第27页 颍河治理项目中市办集中安置区桩基施工方案②终压力控制采用“双控”施工方法:a、以桩机液压力表的读数控制;b、用桩机自身重量控制(抬机控制),保证每一根桩所受的终压力一致,桩端置于相同的持力层上,不会产生不均沉降。③达到终压力时还必须稳压三次,终压稳压的贯入度不能依次递增,且最后稳压的贯入度应小于10mm方可作为终压条件。同时终压力值在3000KN以下时,稳压时间不宜超过10s,大于3000KN时稳压时间不宜超过5s。4)挤土效应处理,沉桩顺序控制在粘土地基中沉桩时如施工进度过快,不但会显著增加孔隙水压值,而且会显著地增加地基土体的变位值。我公司将在施工中,从现场压桩时的实际情况出发,有针对性地改变施工顺序和调整压桩速度。沉桩顺序为沉桩时按先深后浅、先密后疏、先长后短的原则依次进行。具体沉桩顺序详见沉桩顺序图。a、当桩间土为低压缩性土、或者群桩少于6根且桩距≥4d(d为桩的边长),群桩可按逐排沉桩(单向沉桩)、由内向外沉桩和由外向内沉桩三种沉桩方法之任意一种沉桩施工流向进行施工。b、当桩间土为高压缩性土或者群桩多于6根且桩距<4d(d为桩的边长),群桩按由中间向外沿沉桩施工流向进行施工。以避免因桩间土向上隆起、浮桩或者对邻近建筑物造成破坏等情况。另根据压桩的实际情况有必要时采用预钻孔取土的施工方法来减少挤土效应的影响,并起到导向的作用。C、本工程地质情况异常复杂,人工填土①层建筑垃圾多,孤石直径大,桩基础持力层以北云质灰岩⑥作为桩端持力层,基岩岩面高差起伏校大、岩面多见刀砍状及岩溶作用。针对以上两点,建议施工前清除承台位置孤石以免造成偏桩、断桩。2、预制管桩的吊运与堆放1)桩在吊运过程中应轻吊轻放,桩采用两个吊点,吊点位于距离桩端0.207倍桩长处,保持平稳,避免碰撞;2)桩的现场堆放应符合下列规定:①堆放场地应平整坚实;②应按桩的规格、长度及施工流水顺序分别堆放;③当条件许可时,宜采用“即用即送”的组织方法进行供桩,减少二次搬运及堆放;第27页 颍河治理项目中市办集中安置区桩基施工方案④当场地条件许可时,宜单层堆放;叠层堆放时,堆放层数不宜超过3层;叠层堆放时,必须在底层桩下设置二道贴地垫木,垫木分别位于距离桩端0.207倍桩长处。3)复压对桩顶上浮应做观测记录,要求桩顶上浮不得大于5cm。当发现桩顶上浮超过要求时,应进行复压就位,确保桩的承载力。须在所有桩复压完毕后才能进行静载检测。3、沉桩施工1)施工准备①压桩前应备有桩基施工图、图纸会审纪要、施工方案及有关资料。②熟悉并掌握施工场地的工程地质详细勘察报告内容,特别是持力层标高的起伏和局部硬夹层、软夹层的情况,并根据地质情况及设计要求,该工程桩桩长情况30m左右,具体桩长度以实际压桩为准。③压桩前应作场地勘查工作。要求甲方提供地下管线及障碍物资料,并在压桩前按有关要求采取相应措施。④压桩范围内的场地应平整,周围保持排水畅通。应对场地局部软弱地段进行处理,使压桩机移动行走范围内的场地地基土具有足够的承载力,以满足压桩机的接地地耐力并保证桩架的稳定垂直。⑤轴线、标高控制点标志宜牢固地测设地远离施工场地15米以外不受沉桩影响的地方,并在每次测设桩位前依据控制点复核桩位引点和桩位的走位情况作校正。⑥送桩器截面与桩截面形状相一致,并有足够的长度、刚度和强度,表面应有防滑条,端面(与桩顶面的接触面)应平整且与送桩器中心轴线垂直。⑦施工场地要配备汽车吊、气割工具、索具、吊锤、全站仪、水平尺、手锤、撬棍、钢丝刷、破桩器等施工机械。⑧施工供水供电应满足设备要求。⑨作业人员必须持证上岗。2)沉桩施工工艺流程图①在桩基施工前根据不同的地质情况的地段进行试压桩,了解该工程桩的所需终压力值桩长、桩端进入持力层的深度及贯入度情况。了解后方可全面施压。②单桩根的施工工艺如下:引孔桩机就位吊桩插桩桩身对中调整压桩测量定位第27页 颍河治理项目中市办集中安置区桩基施工方案压到设计要求的终压力吊送桩器送桩送桩接桩持荷5秒钟反复施压三次压桩终止退出送桩器进入下一桩位继续沉桩3)压桩注意事项(1)作业前,工长要向班组进行全面的安全、技术交底,并有签认手续。(2)各个工序均应遵守安全操作规程。(3)班组作业前,要明确分工,统一信号,统一指挥。(4)压桩作业区,非生产人员不得靠近。(5)起吊桩构件,不得碰撞,吊物下面不得有人穿行。(6)桩机移动,场地要平坦、坚实、畅通。(7)季节施工按有关规定执行,夜班施工要有足够的照明。(8)双班作业要有安全交接班记录。按方案流水段施工,以保证安全生产。(9)压桩作业人员禁止酗酒,操作时精神要集中,发现异常黋即停机,遇有恶劣气候,按规定停止作业。(10)压桩操作时,不得进行维修保养。所有电器设备,非电工人员不得乱动,以防触电,高空作业与地面作业均必须遵守安全规定。(11)压桩作业停止时,应立即切断电源,桩机应停放在合适的位置。(12)新工人进场要进行安全教育。安全人员应经常到现场检查,发现不安全因素,及时解决。4)压桩前应先对桩的外观进行检查管桩外观质量及尺寸验收标准:静压管桩外观质量的验收标准项目质量要求粘皮和麻面局部粘皮和麻面累计面积不大于桩身总计表面积的0.5%;其深度不得大于10mm,且应修补。第27页 颍河治理项目中市办集中安置区桩基施工方案桩身合缝漏浆合缝漏浆深度小于主筋10mm,每处漏浆长度不大于300mm,累计长度不大于管桩长度的10%,或对称漏浆的搭接长度不大于100mm,且应修补。局部磕损磕损深度不大于10mm,每处面积不大于50cm2,且应修补。内外表面露筋不允许。表面裂缝不允许出现环向或纵向裂缝、但龟裂、水纹及四壁浮浆层中的收缩裂纹不在此限。桩端面平整度管桩端面混凝土及主筋镦头不得高出端板平面。断筋、脱头不允许。但当预应力主筋采用钢丝时且其断丝、断丝和滑脱钢丝数量不大于钢丝总数的3%。桩套箍(钢裙板)凹陷凹陷深度不得大于10mm。内表面混凝土塌落不允许。接头和桩套箍(钢裙板)与桩混凝土结合处漏浆漏浆深度、漏浆长度不大于周长的1/4,且应修补。空洞和蜂窝不允许。其他离心成型后废浆液应倒清。静压管桩的尺寸验收标准项目允许偏差值(mm)质检工具及量度方法长度L+0.7%L-0.5%L采用钢卷尺端部倾斜≤0.5%d将直角靠尺的一边紧靠桩身,另一边紧靠端板,测其最大间隙第27页 颍河治理项目中市办集中安置区桩基施工方案外径D≤600+5-4用卡尺或钢尺在同一断面测量相互垂直的两直径,取其平均值壁厚T正偏差不限-5用钢直尺在同一断面相互垂直的两直径上测定四处壁厚,取其平均值保护层厚度+10-5用钢尺,在管桩断面处测量桩身变曲度L/1000将拉线紧靠桩的两端部,用钢直尺测其弯曲处最大距离端头板平整度0.2用钢直尺紧靠端头板,测其间隙处距离外径0-1用钢卷尺或钢直尺内径0-2厚度正偏差不限负偏差为05)压桩施工①吊点要用一点吊,自桩顶往下2m处,最大弯矩要小于桩的允许弯矩值。②桩入孔后双向校正,开始压桩时再次校正,发现偏立即停压,必要时拔出重新调整,以保证桩垂直度(控制0.5%)。③桩进入持力层的要求深度后,立即求贯入度,认真量测。④认真做好原始资料整理工作,桩位编号应随压随编,以免发生差错。每班压桩前后,都要核对桩位、桩数,以防错压和漏压。⑤压桩按施工方案流水段施压,无特殊情况不得更改。⑥群桩施压后,土涌量要求小于4cm,若超出应报告有关单位研究解决。⑦桩构件堆放、就位等应符合规范要求。⑧对于已施工的工程桩按时进行桩顶上涌观察,如有上涌现象需对工程桩进行复压工作。6)主要施工方法(1)压桩机应按终压力要求配足重量,满足最大压桩力的要求(额定重量应大于单桩承载力设计值的2.5倍,该工程终压力按设计特征值的2.5倍控制,还应根据施工现场情况和地质情况适当调整配重;(2)压桩机上吊机在进行吊桩、喂桩过程中,严禁人在上面行走和调整;第27页 颍河治理项目中市办集中安置区桩基施工方案(3)当第一节桩插入地面50cm时,首先根据操作室内万向水准仪调平机身,然后在距桩身10m外双向,应严格调整桩的垂直度,偏差不得大于0.5%L,发现偏差立即停止,必要时,拔出重新放稳,以保证垂直度(0.5%~1%),然后才能继续下压。(4)压桩过程中应经常观测桩身的垂直度。当桩身垂直度偏差大于0.5%L时,应找出原因并设法纠正;当桩进入较硬土层后,严禁用移动机架等方法强行纠偏;(5)每一根桩应一次连续压到底,压桩、送桩应连续进行,中间不得无故停歇。接桩时上下两块端板轴向错位置应小于2mm,坡口根部间隙应小于4mm。对接前,上下端板表面应清刷干净,坡口处刷至露出金属光泽,焊接道数不少于3道,焊缝应满焊,确保焊缝高度。上下桩如有间隙,应用铁片全部垫实焊牢;(6)压桩过程中应经常注意观察桩身混凝土的完整性,一旦发现桩身裂缝或掉角,应立即停机,找出原因,采取改进措施;(7)压桩时应由专职记录员及时准确地填写压桩施工记录表,并经当班监理人员(或建设单位代表)验证签名后才可作为有效施工记录;(8)当一根桩压完后,若有露出地面的桩段必须在移机前截去,严禁利用压桩机行走推力强行将桩扳断的作业法;(9)入土深度以最后贯入度控制为主,以标高作为参考。;(10)施工时桩机要有足够长度的送桩器:当桩顶被压至接近地面需要送桩时,应检查桩头质量;(11)当沉桩达压重要求之后,必须持荷5秒钟,如5秒钟内不稳定,必须再持荷5秒钟,一直到稳定为止(稳定标准:5秒钟内沉降不超过1cm),然后马上复压三次以上,以便确保单桩承载力达到设计要求;(12)遇下列情况之一应暂停压桩作业,并及时与设计、监理等协商处理:A、压力表读数骤变或读数与地质报告中的土层性质明显不符;B、桩难穿越具有软弱下卧层的硬夹层;C、实际桩长与设计桩长相差较大;D、桩身混凝土出现裂缝或破碎;E、土中桩身出现硼裂声等异常现象;F、桩头混凝土剥落、破裂;G、桩身突然倾斜、跑位;H、夹持机构打滑;I、地面明显隆起、附近房屋及市政设施开裂受损;第27页 颍河治理项目中市办集中安置区桩基施工方案J、邻桩上浮或桩头位移;K、压桩机下陷。7)预制桩成桩质量检查A、预制桩应按选定的标准图或设计图制作,其偏差应符合施工规范规定;B、沉桩过程总的检查项目详见静压桩施工记录;C、成桩桩位偏差应该根据不同桩型按规定检查。8)桩施工顺序1#桩机:10#、8#、6#、4#楼2#、3#、5#、7#、9#楼2#桩机:12#、14#、16#、18#楼19#、17#、15#、13#、11#楼注:实际施工顺序根据现场实际情况施工。4、管桩检测对同一生产厂家的每种规格桩,对每一工地,每施工5000m应送单节桩至有资质单位进行破坏性试验,主要检验预应力钢筋的数量和直径,螺旋筋的直径、间距及加密区的长度,以及钢筋的混凝土保护层厚度,每个工地抽检桩节数不应少于两根。桩的抗弯性能,应执行见证取样送检制度,试验方法应按照现行的国家标准《先张法预应力混凝土管桩》GB13476执行。管桩所用预应力钢筋和螺旋筋和材质应符合现行国家有关标准,检查时一般可查阅刚才生产厂家的产品质量报告及管桩生产厂的抽检报告,有怀疑时可送有资质的检测单位进行检测。四、工程质量常见通病,见下表工程质量常见通病序号质量通病名称产生原因预防措施1桩位偏差1、测量不准;2、陷机;3、土体位移。在沉桩前检查复核。2断桩1、桩垂直度偏差大;2、桩入硬土后还调节其垂直度;3、遇土体中障碍物。调好桩垂直度,用送桩器引桩位孔。第27页 颍河治理项目中市办集中安置区桩基施工方案3裂桩、桩头碎压力过大。按设计或会审后的终压力施压。4桩身上浮1、压桩速度过快;2、挤土效应明显,土体应力扩散较慢。1、根据实际情况,调整压桩顺序及压桩速度;2、采取钻孔取土措施,减少挤土效应。五、施工质量的保证施工质量控制应从作业班组入手,建立健全质量责任制,分工负责到个人(详见质量目标分解图),严格把好质量关,保证工程达到合格标准,为此应做到以下几点:①施工前要对预制桩做外观检验。②压桩用的压力表必须具有有关部门检验证。③对筏板部位的工程桩做桩顶上涌观察。④自检。各施工班组均应建立和完善班组内部的自检制度,做到工程质量在班组内有控制、有检查、有记录。⑤交接检。职工相互之间应互检互帮。施工员应组织有关队组进行交接检查,检查不合格的,决不允许进入下一道工序,实行工序交接签字手续,以互相促进的方式,将责任落实到施工中去,使全体人员有具体的责任感,达到全面重视质量的目的。⑥各公司职能科室质检人员每天质量监督检查,严格执行质量管理的各种规定,进行各项检查、验收工作。⑦坚持质量检查制度,项目部、施工员、质检员与各班组长每天进行一次跟踪检查和验收工作,确保产品优质。⑧奖金分配与工程质量挂钩,发挥经济杠杆的调节作用,引导施工人员遵纪创优,遵章守纪,增加质量意识。质量目标分解图项目经理主管工程师主管桩机施工桩机班组:第27页 颍河治理项目中市办集中安置区桩基施工方案六、保证安全生产措施建筑施工过程中无时不存在着安全隐患,项目部要求每一位项目管理人员在施工该工程的过程中“勤检查、早发现、早消除”,把隐患消除在萌芽状态中。项目部成立小组每周进行一次安全检查,对安全生产搞得好的队组及个人进行表彰,对不重视安全生产的进行批评和处理,对查出的隐患责成责任人限期整改。让安全这一主题永远作为施工生产的重点。针对施工现场及静压桩工程,采用以下措施确保安全生产:①加强安全生产教育,工人进场前必须先上安全课,进行三级安全教育,施工员对队组下达书面安全交底单,并召开班前会,认真学习。反对违章作业,反对违章指挥。②各种专业技术人员,特殊工种作业人员必须持证上岗。③施工现场必须醒目张贴安全标语,悬挂安全标志,各种安全标志均不得擅自拆动,在危险处夜间还应设警示红灯。进入施工现场必须戴好安全帽,严禁穿高跟鞋、拖鞋、打赤脚进入工地,严禁打闹、严禁酒后上岗。④施工现场配备一名质量安全检查员,对各队组进行安全生产监督,并随时检查机械设备、临时用电是否存在安全隐患,如有则立即通知有关负责人限时整改。⑤作业区域设置围护设施,禁止闲杂人员进入施工现场。施工出入口及通道,均需设置安全防护栏,做好值班保卫工作。⑥施工临时用电采用三相五线制。电线必须架空,必须采取有效的绝缘措施,严禁将电线绑在或碰到导电物上。漏电保护器要按规定设足。机械设备做到一机、一箱、一闸、一漏电保护器。施工现场用电人员必须持有专业上岗证,所有机电设备应有专人负责,非机操人员严禁开动机电设备。⑦各种电器设备和电力施工机具的金属外壳,金属支架和底座必须可靠接地,机械设备防护装置要齐全有效。⑧加强防火管理工作,临时宿舍和施工现场均应设置足够的灭火器及水。⑨服从公司领导及有关科室人员对现场安全监督、指导、检查,对检查过程发现的安全问题及时整改、消除安全隐患。七、文明施工管理与环境保护措施1.文明施工措施①加强现场管理:A、施工过程中严格按照施工总平面布置图,进行现场材料,机具等布置。第27页 颍河治理项目中市办集中安置区桩基施工方案B、施工大门进出路段设有专人清扫卫生。C、专人负责出口与施工现场内的警卫,内外环境卫生工作。D、施工现场主干道路面平整、坚实、畅通、不阻塞、无泥浆,施工现场内无积水等,场地清洁、无污水。E、严禁施工人员聚众嬉闹,影响周围环境。②现场材料堆放要求:A、材料做到有计划进场。B、构件、半成品、必须按指定地点分门别类存放整齐,堆放平稳。C、专人负责材料发放工作,严格执行好限额领料规定。2.环境保护措施①针对压桩设备所产生的振动噪音,制定有效的降噪措施:A、经常在机械传动部位加注润滑油,降低噪音的排放。B、施工现场周围设围墙,可以有效的降低噪音对周围的影响②施工现场噪声超标排放措施:A、合理组织施工,除连续作业必须施工外将各种噪音高峰期与休息时间(当日中午12时至14时半当晚22时至次日6时)错开,晚上22时以后不得施工。B、车辆不得鸣喇叭。③防止大气污染措施:经检验尾气超标的车辆不得使用,必须在车辆上加尾气净化装置,并重新到车检所检验合格后方可使用。④防止运输遗洒,减少施工现场粉尘措施:A、场内道路,临时堆场等全部硬化,防止扬尘。B、派专人负责洒水降尘。C、运管桩车辆不得超载。D、运垃圾车辆必须是环卫部门的专用全密闭垃圾车。E、施工现场出入口设置冲洗平台、从水沟排入沉淀池,预防车轮带泥上路。①针对压桩设备所产生的振动噪音,制定有效的降噪措施。②加强现场平面布置管理:A、施工过程中严格按照施工总平面布置图,进行现场材料,机具等布置。B、施工大门进出路段设有专人清扫卫生。C、专人负责出口与施工现场内的警卫,内外环境卫生工作。第27页 颍河治理项目中市办集中安置区桩基施工方案D、施工现场主干道路面平整、坚实、畅通、不阻塞、无泥浆,施工现场内无积水等,场地清洁、无污水。③现场材料堆放要求:A、材料做到有计划进场。B、构件、半成品、必须按指定地点分门别类存放整齐,堆放平稳。C、专人负责材料发放工作,严格执行好限额领料规定。八、雨季施工措施A、在雨季施工,项目部要组织检查暂设设施是否牢固,有危险的应采取加固措施,电气设备和用电设备的防雨设施是否完备,用电设备绝缘是否良好,所有用电设备及电气设备都应有防雨设施。B、做好现场排水,准备排水机具,准备雨季施工材料及防护材料,铺设好道路,保证雨后恢复正常的作业和运输。C、因为露天作业,下雨时要派专人清理积水和疏通排水。D、雨后要安排人员清理车辆通道淤泥,并做好防滑措施:①雨季施工要着重做好现场排水,做好道路,仓库的防漏防淹防漏电等工作,现场小型机械必须按规定加防雨罩。②由于下雨对场地的影响,为避免陷机,桩位偏移,在沉桩前必须再次复核好桩位,确保在规范允许的偏差范围内才能施压。九、应急预案基础工程应急安全技术措施是指:现场对威胁作业者的生命安全和意外灾伤、职业中毒和各种急症所采取的一种紧急措施。其目的是:通过初步必要的应急处理,缩小灾伤范围,抢救伤病员的生命。人们在各种不同的作业环境中工作,有时难免会发生一些意外的事故,如高温中暑、冬季冻伤、触电、火灾功能爆炸等。这些意外的灾伤,都必须立即进行现场的应急处理。因为应急措施能否做到及时、正确,对伤病员的生命、国家的财产有着极为重要的关系,所以对从事安全技术人员,广大职工来说,应当懂得一些最基本的应急措施知识,万一发生灾伤时,就能应用这些知识进行应急处理。1、机械性外伤应急方案:⑴迅速小心的将伤者脱离致伤源,必要时,拆卸机器,移出受伤肢体。⑵第27页 颍河治理项目中市办集中安置区桩基施工方案注意全身情况。如伤员发生休克,应先处理休克。遇呼吸、心跳停止者,应立即进行人工呼吸,胸外心脏挤压。遇出血者,应迅速包扎压迫止血,使病员保持在头低脚高的卧位,并注意保暖。遇骨折者,以固定骨折处上下关节为原则,可就地取材,利用木板等,在无材料的情况下,上肢可固定在身侧,下肢与侧下肢缚在一起。⑶现场止痛。剧烈疼痛者,应及时给予止痛剂和镇痛剂。⑷现场伤口处理。用消毒纱布或清洁布等覆盖伤口,预防感染。⑸根据病情轻重,及时送医院治疗,转送途中应尽量减少颠覆,同时密切注意伤者的呼吸、脉搏、血压及创口情况。2、创伤出血应急方案:⑴一般止血法:一般伤口小的出血,先用生理盐水冲洗伤口,涂上红药水,然后盖上消毒纱布,用绷带较紧的包扎。⑵加压包扎止血法:用纱布、棉花等作为软垫,放在伤口上,再加包扎,以增强压力而达到止血。⑶止血带止血法:选择弹性好的橡皮管、橡皮带或三角巾、毛巾、带状布条等,上肢出血结扎在上臂二分之一处,下肢出血结扎在大腿上三分之二处,且每隔25-40分钟放松一次,每次放松半分钟~1分钟。3、意外伤者应急方案:⑴心跳:正常人每分钟心跳60-80次,严重创伤、失血过多的患者,心跳加快,但力量较弱,摸脉搏时,觉得脉息而快,心跳停止则患者死亡。⑵呼吸:正常人每分钟为6-18次,生命垂危者,呼吸变快、变浅、不规则。当患者临死前,呼吸变缓慢,不规则,直至死亡。⑶瞳孔:两眼的瞳孔正常时应等大等圆,遇到光线能迅速收缩。4、火灾发生应急方案:发生功能火灾后应迅速打电话报警,任何地方发生火灾,人们的情绪总是紧张而且慌乱的,火灾现场不论大小,灭火工作都应有领导,有次序的进行。为了能镇定情绪,有效的制止和扑灭火灾,首先应迅速建立一个灭火抢险指挥班子,并及时组织包括消防灭火,抢救人员,抢救财物,医疗救护,维护秩序等抢救基本队伍。其次,在火场上,既要提倡勇敢抢险的精神,又要保持冷静的态度和应用科学的方法,切忌盲目行动,以免扩大损失和伤亡。5、急性中毒的应急方案:急性中毒,其发病进程较快,应及时进行抢救,首先要将伤者迅速救离现场,祛除其身上的污染,这是现场急救的一项重要措施,也是抢救成功与失败的关键。第27页 颍河治理项目中市办集中安置区桩基施工方案例如:气体中毒及时将伤员救离现场搬至空气新鲜、流通的地方松开领口、紧身衣服和腰带,以达到呼吸畅通,有利毒物尽快排除,有条件可接氧气。同时要保暖、静卧并密切观察伤者病情的变化。紧急处理危急生命的中毒现象时,对心跳、呼吸停止者要及时进行心肺复苏术,即进行人工呼吸、胸处心脏挤压。同时,迅速转送就近医院进行诊断治疗。在转送途中,要坚持进行抢救,密切注意伤者的神志、瞳孔、呼吸、脉搏及血压等情况。6、电气设备事故应急方案:电气设备或线路发生火灾时,着火的电器可能带电,抢救人员稍有不慎就会触电,因此发生电气火灾后应立即切断电源。有时,或因生产不能停电,或因照明需要,不允许断电,而必须带电灭火时,应必须选择不导电的灭火剂。如二氧化碳、1211灭火剂。救火人员应穿绝缘鞋、戴绝缘手套。油开关着火。有喷油和爆炸的可能,最好是切断电源后才灭火。地面上的油火可用泡沫灭火剂。如黄砂灭火剂,起隔绝空气的作用,效果最好。7、触电事故应急方案:触电急救的要点是抢救迅速、救护得法。切不可惊慌失措、束手无策。一般可按下述情况处理:⑴病人神智清醒,但有乏力、头昏、心慌、出冷汗、恶心等症状的,应使病人就地休息;严重的,应马上送医院检查治疗。⑵病人呼吸、心跳尚存,但神志不清,保持周围空气流通,做好人工呼吸和心脏挤压的准备工作,并立即通知医院送去急救。⑶如果病人处于“假死”状态,要速请医生、或送往医院。口对口人工呼吸是人工呼吸法中最有效的一种。具体操作步骤如下:一手捏紧触电者鼻孔,另一手将下颚拉向前方救护人员深吸一口气后紧触电者的口向内吹气,同时观察胸部是否隆起,以确保吹气有效,为时约2秒钟。吹气完毕,立即离开触电者的口,并放松捏紧的鼻子,让他自动呼吸空气,注意胸部的反复情况,为时2秒钟。按照上述步骤连续不断进行操作,直到触电者开始呼吸为止。第27页 颍河治理项目中市办集中安置区桩基施工方案第27页 颍河治理项目中市办集中安置区桩基施工方案十、附件安全保证体系项目经理部各施工班组二安全组每月一次安全竞赛活动、每周一次安全活动三安全组、生产班组每天一次安全列行检查一公司、经理部每月一次安全宣传教育活动三安全劳保用品二现场安全设施,安全标志一建好危险品保存设施、机电设备设施三安全技术培训二施工组织设计安全措施,安全技术交底一安全技术措施保证三年、季、月、周检查制度二安全法规、安全制度、安全操作规程四与经济挂钩的安全考核制度、安全否决权制一项目经理部安全生产责任制、岗位安全责任制项目经理部安全领导小组项目经理部安全部项目经理部专职安全员公司安全领导小组资源保证技术保证制度保证组织保证思想保证附件1:安全目标:无死亡、无重大机械事故、一般事故发生率3‰以内第27页 颍河治理项目中市办集中安置区桩基施工方案附件2:质量保证体系项目部经理项目总工五成品、半成品质检入库、管理、发放四贯彻部颁验标、进行质量宣传教育三试验数据信息整理、反馈二协调配合中心试验室做好各种试验一建材取样抽检、复验试验站质安监控部六协调监理工程师复核验收五重、难、新项目的质量跟踪控制四质量跟踪检测、数据分析、信息反馈二测量复核,协调组织QC活动三按部颁标准进行工程质量评定一按设计文件和施工方案进行质量控制六搞好工序三检五制定专项施工技术措施,跟踪把关四惯彻部颁标准、强化现场技术管理三制定创优计划及季节性施工技术措施二制定施工方案、工艺标准,进行技术交底一复核设计文件,优化施工设计三机械设备检测、调试、维修、管理二厂家生产许可证、厂品质量检测报告一按技术标准定货采购四地方大堆料源、装车质量监控工程技术部机材部项目副经理`阜阳市优工程:第27页 颍河治理项目中市办集中安置区桩基施工方案执行项目经理牛跃坤项目技术负责人张建明测量组杨俊峰工程部邓应强质检部陈辉安全部李艳丰设备物资部贾光华技术部刘辉盛质安员施工员及各专业工程师安全员测量员材料员管桩专业施工组合同预算部赵庆明预决算员技术员项目经理焦正须附件4项目组织机构图内部资料,请勿外传!29m 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