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'新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案目录第一章编制依据-1-第二章编制原则-1-第三章洞口防护施工方案-1-3.1工程概况-1-3.2施工管理人员设置-3-3.3施工准备-4-3.4人工挖孔桩施工方法-5-3.4.1人工挖孔桩施工工艺-5-3.4.2桩身施工方法-6-3.5锚索施工-11-3.5.1施工工艺-11-3.5.2施工方法-11-3.6锚喷防护-15-3.6.1施工方法-15-3.7锚杆框架梁-16-3.7.1施工工序-16-3.7.2施工方法-17-3.8喷播植草-18-第四章质量保证措施-19-第五章安全保证措施-19-第六章文明施工措施-20-第七章环保、水土保持措施-22--24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案第一章编制依据⑴新建铁路成兰铁路隧道施工图、隧道设计图;⑵新建铁路成都至兰州线施工图«龙塘站四线大桥(滑坡及墩台防护设计图)»第三册;⑶《高速铁路隧道工程施工质量验收标准》;⑷《铁路混凝土工程施工质量验收补充标准》(铁建设[2010]240号);⑸《铁路桥涵工程施工安全技术规程》⑹国家现行有关施工规范、验收标准;⑺现场踏勘调查所获得的有关资料;⑻我单位现有的管理水平、劳力设备、技术能力以及长期从事铁路隧道建设所积累的施工管理经验。第二章编制原则⑴根据本标段实际情况,在保证质量、安全的前提下加紧施工,在工期安排上尽可能提前完工。⑵合理安排施工顺序,做到布局合理,重点突出,全面展开,流水作业,正确选用施工方法,科学组织,均衡生产。⑶施工进度安排注意专业间的协调和配合,并充分考虑雨季对施工的影响。⑷坚持自始至终对施工现场全过程严密监控,采用科学的方法实行动态管理。加强施工管理,开展文明施工活动,创标准化施工现场。第三章抗滑桩施工方案3.1工程概况⑴榴桐寨隧道出口洞门处设置预加固桩9根,其中1#-6#桩为锚索桩;7#-9#为端墙桩。桩身采用C40钢筋混凝土灌注。⑵平安隧道进口设置预加固桩8根,为确保开挖坡面的稳定设置1#、2#、3#、4#共计4根锚索桩;为确保洞口桥台开挖的安全,设置5#、6#、7#、8#围护桩,桩身采用C35钢筋混凝土灌注。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案⑶龙塘站四线大桥设计为站台桥与铁路桥桥墩及基础合修,设置四墩四台,梁部为分别设置,在线路里程D8K151+560~D8K151+680、YD8K151+535~YD8K151+655段发育一滑坡体,滑坡体物质成分为粗角砾石,中密,稍湿,角砾石成分为强风化千枚岩粒径2~6cm,局部含少量碎石,块石,厚度15~35m。为确保滑坡体稳定,在Ⅰ-Ⅰ剖面设置1#~5#共计5根抗滑桩;在Ⅱ-Ⅱ剖面设置6#~13#共计14根抗滑桩并兼作1#桥墩基坑开挖边坡防护桩,桩间距均为5m(中对中);在Ⅲ-Ⅲ剖面设置20#~32共计13根桩,桩间距均为6m(中对中)。其中20#、25#~32#为锚固桩、21#~24#桩位锚索桩,每根桩设2排拉力型锚索,钻孔直径φ130mm,钻孔自上而下与水平方向下倾角分别为18º、20º。每孔锚索设计锚固段长10m,桩自上而下每排锚索长度分别是36.5m,33.5m(含1.5m的张拉长度)。锚索均采用4束φ15.2mm高强度、低松弛钢绞线制作,设计锚固力500KN。每孔锚索按初始预应力的15%进行超张拉。注浆采用M35水泥砂浆,注浆压力不小于0.8MPa,锚头采用C35砼封闭。在21#桩的第一排,22#桩的第二排各设一GMS型测力计(共2套),测力计量程为800KN。表3-1-1榴桐寨隧道出口洞口防护桩工程数量序号桩号截面尺寸(m)桩长(m)从桩顶往下锚索长度(m)备注11#4.5×3.533.531.5锚索桩,从桩顶至下1m,3m,5m,7m的锚索长度22#4.5×3.533.533#4×32531.5锚索桩,从桩顶至下1m,3m,5m的锚索长度44#4×32555#4×32566#4×32577#2.5×329端墙桩88#2.5×329端墙桩99#2.5×329端墙桩-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案表3-1-2平安隧道进口洞口防护桩工程数量序号桩号截面尺寸(m)桩长(m)从桩顶往下锚索长度(m)备注11#2.5×33136.5、34.5、33.5、31.5锚索桩,从桩顶至下1m,3m,5m,7m的锚索长度22#2.5×33133#2.5×33144#2.5×33155#1.5×212.5围护桩66#1.5×212.577#1.5×212.588#1.5×212.5表3-1-3龙塘大桥防护桩工程数量桩号长(m)宽(m)设计桩顶标高(m)设计深度(m)备注1#3.0002.0001917.00029.00抗滑桩2#3.0002.0001917.00029.00抗滑桩3#3.0002.0001917.00029.00抗滑桩4#3.0002.0001917.00029.00抗滑桩5#3.0002.0001917.00029.00抗滑桩6#2.5001.7501881.00016.00抗滑桩7#2.5001.7501883.50020.00抗滑桩8#2.5001.7501886.50024.00抗滑桩9#3.0002.0001889.00028.00抗滑桩10#3.0002.0001891.00032.00抗滑桩11#3.0002.0001892.00034.00抗滑桩12#3.0002.0001892.00034.00抗滑桩-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案13#3.0002.0001892.00034.00抗滑桩14#3.0002.0001892.00034.00抗滑桩15#3.0002.0001892.00034.00抗滑桩16#3.0002.0001892.00034.00抗滑桩17#3.0002.0001892.00034.00抗滑桩18#3.0002.0001892.00034.00抗滑桩19#3.0002.0001892.00034.00抗滑桩20#2.7502.0001884.00029.00锚固桩21#4.0003.0001887.20034.00锚索桩22#4.0003.0001887.70034.00锚索桩23#4.0003.0001886.20032.00锚索桩24#4.0003.0001884.00029.00锚索桩25#3.5002.5001883.00027.00锚固桩26#3.5002.5001881.00024.00锚固桩27#3.0002.0001880.00022.00锚固桩28#3.0002.0001879.50021.00锚固桩29#3.0002.0001879.50021.00锚固桩30#3.0002.0001878.50020.00锚固桩31#3.0002.0001878.96020.00锚固桩32#3.0002.0001879.44020.00锚固桩合计 904.000 -24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案3-1-1榴桐寨出口防护桩、龙塘大桥抗滑桩、平安隧道进口防护桩平面示意图-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案3.2施工管理人员设置表3-2-1主要管理人员序号职务/工种人数备注1队长12技术负责人13安全员14质量员15技术员16材料员1 7试验员1 8领工员1 9工班长2 10钢筋工10 11开挖工3012杂工613爆破工23.3施工准备⑴复核图纸:按照设计要求对图纸进行复核,符合现场实际。⑵测量放样:根据施工图定出每根桩的位置、高程。打好施工作业定位桩及护桩。⑶施工前进行操作平台施工及地面防排水,作好技术交底,对作业人员进行安全、技术培训,杜绝盲目施工和随意施工。⑷备好桩孔内排水、通风、照明、逃生爬梯等设备。⑸设置好对滑坡变形,位移的观测设施.⑹施工用电:按照三相五线制架设低压电线路,安装配电设施。⑺机械设备的配备:根据本工程的施工特点:做好起吊机械、混凝土施工机械等机具的配套。对施工机械做好维修、保养工作,确保施工正常。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案表3-3-1主要机械设备表序号机械设备名称规格型号单位数量备注1空压机W30-5台102卷扬机1吨台103卷扬机3吨台24混凝土罐车红岩台35装载机ZL50C台16交流弧焊机BX6—160台47钢筋弯曲机台18断钢机台19备用发电机300KW台110凿岩机YT28台1011风镐WB-5台2012输送泵HBTS80台113钻注一体液压钻机G-60台114张拉千斤顶台套115通风机离心式交流台416捣固棒50型台1017车丝机台13.4人工挖孔桩施工方法3.4.1人工挖孔桩施工工艺-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案测量放样平场地、截排水、刷坡安扒杆井架及卷扬、通风设备施工准备桩身开挖出碴检查孔壁孔孔内通风孔孔内照明绑扎护壁钢筋护壁立模灌注护壁混凝土拆模桩底达标绑焊下放钢筋笼孔口焊接配筋主筋下放及固定焊接孔下钢筋制取试件配料拌合灌注桩身混凝土成桩图3-4-1人工挖孔桩施工工艺流程图-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案3.4.2桩身施工方法⑴先按设计图放出孔桩位置,对防护桩进行隔桩开挖,开挖平台内高外低,以便排水。⑵挖至桩顶平台时,对施工场地进行平整,定出桩基开挖区域。⑶测量定位:施工人员必须按图施工,工程开工前根据精测网加密资料测放轴线,放出的定位线测放所有的桩位,经监理复核验收合格并办理有关手续后,方可进行开挖。挖孔前,以放好的桩位中心点向桩的四周按轴线方向,引出桩轴线控制点,确保桩身尺寸不小于设计要求,桩轴线偏差不大于规范值。⑷开挖:开挖尺寸不小于设计桩尺寸加护壁厚度,在填土层、粘土层用短柄铁锹锄头挖土施工;进入砂岩层用风镐施工;如遇坚石风镐难以施工的,采用钻眼爆破施工,爆破施工要遵循以下原则:1)爆破采用电雷管起爆,炸药采用2#岩石乳化炸药。2)必须打眼放炮的岩层,对于软岩石炮眼深度不超过0.8米,对于硬岩石炮眼深度不超过0.5米。炮眼数目、位置和斜插方向,应按岩层断面方向来定,中间一组集中掏心,四周斜插挖边。3)严格控制药量,以松动为主,一般桩孔中间的掏心炮眼装药量为孔深的二分之一,桩孔周边的炮眼装药量为孔深的三分之一至四分之一。4)尽量避免瞎炮,如有瞎炮要按安全规程处理。5)孔内放炮后需迅速排烟,可采用电动鼓风机放入孔底吹风等措施。6)终孔检查处理,挖孔达到设计标高后,应进行清孔处理,必须做到平整、无松碴、污泥及沉碴等软层。嵌入岩层深度应符合设计要求,开挖过程中应经常检查了解地质情况,如与设计资料不符,应提出变更设计。⑸出渣:每孔桩原地面挖下100cm后,即在桩孔上架立垂直运输支架,用1吨的卷扬机作为运土提升设备,选用直径不小于14mm不自传的钢丝绳,装渣数量不超过300kg的吊装桶进行出渣,渣土弃于指定位置。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案3-4-2挖孔桩开挖示意图⑹护壁施工a、榴桐寨隧道出口防护桩及平安隧道进口防护桩第一节锁口设计高度2m,锁口钢筋混凝土高出原地面55cm,往下1.45m范围护壁厚度为25cm,护壁钢筋按照设计要求采用φ10的钢筋为竖向受力钢筋和Φ14的水平箍筋。以后每开挖完成1米,施做一节钢筋混凝土护壁。桩身护壁采用C20钢筋混凝土,设计厚度20cm,如图3-4-2-1所示。护壁混凝土采用3吨的卷扬机通过索道吊运到桩顶通道,人工用斗车运送入孔。护壁钢筋按设计要求采用φ10的钢筋为竖向受力钢筋和水平箍筋。b、龙塘大桥抗滑桩采用加强型锁口护壁,锁口设计高度2m,锁口钢筋混凝土高出原地面55cm,往下1.45m范围护壁厚度为35cm。以后每开挖完成1米,施做一节钢筋混凝土护壁,护壁采用C20钢筋混凝土现浇,设计厚度35cm,如图3-4-2所示。护壁混凝土采用3吨的卷扬机通过索道吊运到桩顶通道,人工用斗车运送入孔。护壁施工还应满足下列要求1)护壁厚度、钢筋配置,混凝土标号必须符合设计要求;-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案2)孔桩开孔1m后,应尽快浇筑护壁混凝土,且当天需一次性浇筑完毕;3)不得在水淹没模板下浇筑护壁混凝土;4)发现护壁有蜂窝、漏水现象,应及时加以导流。⑺检查:成孔后对桩身尺寸、孔底标高、桩位中线、井壁垂直度进行全面测定。作好施工记录,经监理及有关质检人员共同逐孔检查鉴定,符合设计要求后,办理好隐蔽工程验收,再制作、安装钢筋笼、浇筑混凝土。⑻钢筋加工及安装:1)施工前确保使用的设备机具状态良好,所使用的钢筋材料必须有质量保证书和试验报告,直螺纹套筒连接要做工艺性试验,并出具工艺性试验报告。2)钢筋加工时主筋搭接位置应错开,在35d且不小于50cm范围内接头数目不得超过总受力钢筋面积的50%,主筋采用直螺纹套筒连接,剥肋滚丝头加工尺寸应符Φ25,剥肋直径23.7±0.2、螺纹尺寸M26×3、丝头长度35、完整丝扣圈数≥9规定。丝头加工长度为标准型套铜长度的1/2,其公差为+2P(P为螺距)。经拧紧后的滚压直螺纹接头应做出标记,单边外露丝扣长度不应超过2P。钢筋直螺纹丝头应有保护帽。①机械连接接头的受弯构件不应大于50%,轴心受拉构件不得大于25%。②钢筋接头应避开钢筋弯曲处,距离弯曲处不得小于钢筋直径的10倍。③在同一根钢筋上应少设接头,“同一连接区段”内,同一根钢筋上不得超过一个接头。3)直径小于等于16的主筋采用焊接,搭接长度符合设计及规范要求,纵向主筋接头应设在受应力最小处,水平箍筋和纵向受力钢筋绑扎牢固,适当的位置可以点焊,保证钢筋笼不变形、不扭转。4)箍筋与主筋之间全部采用扎丝进行绑扎,绑扎要牢固,可以适当加以点焊。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案5)根据工期安排及现场实际情况,采用孔内人工绑扎钢筋,钢筋数量、规格、尺寸及绑扎等按设计及规范施工,施工完毕后报请监理单位验收,待验收合格后方可进行混凝土灌注。6)钢筋在加工场地加工好后用人工搬运、安放至孔内,由钢筋工按设计图定好钢筋位置,控制好钢筋间距、数量及长度,绑好保护层垫块,确保保护层厚度不小于7cm。然后进行绑扎焊接,成型后采取有效措施固定好钢筋笼,以防钢筋笼在灌注混凝土过程中发生位置偏移现象。7)端墙与锚索桩间用双层锚筋链接,竖向间距为25cm,接茬钢筋设置范围:端墙高度范围内,链接钢筋采用直径为25mm的HRB335钢筋,每根长1.0m灌筑端墙时于端墙侧桩身植入插筋,并交错露头50cm,钢筋净保护层厚度不小于55mm。8)按设计要求埋设检测管,检测管要求安装牢固,密封可靠,底部封死,上部用土工布进行封堵,以免杂物和混凝土堵塞管道。检测管采用内径为50mm的钢管。在设计锚索孔及预留孔位置预埋PVC管,锚孔定位尺寸偏差不大于20mm,洞口锚固桩PVC管内径150mm,抗滑桩PVC管内径130mm。9)、桩身混凝土浇灌:a、严格按设计要求施工,挖至设计标高桩基成孔后,认真清理浮渣,抽净积水,经自检合格后请监理工程师验收桩孔几何尺寸,验收合格后安装钢筋笼,按设计要求设置检测管,经检查合格后,方可灌注桩身混凝土。b、桩混凝土浇灌前,必须落实现场各作业班组、质检员、值班人员职责,并做好桩混凝土浇灌记录。c、浇灌作业前认真检查机具工作状态良好,所有材料符合要求,搅拌班组配合比交底明确。d、桩孔中有水时应用水泵排干,灌注时根据地下渗水的情况确定混凝土的塌落度。e、灌桩混凝土采用C35。混凝土泵送入孔,串筒连接送入孔底,串-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案筒距离孔底不大于1.5米,防止混凝土离析,浇灌过程中,每一米振捣一次,振动棒振点间距0.4m—0.5m,振动棒插入混凝土面不小于1米,桩身部分每1米振捣一次,捣固棒插入前一层混凝土不小于10cm。振捣程度以混凝土面不再明显沉落和无气泡溢出为限,振捣由专业人员穿戴好安全防护品并有二人在孔口护送下孔进行振捣。f、因桩顶平台施工场面较小,采用拌合站制作混凝土,混凝土车进行运送至现场,混凝土通过混凝土输送泵送到桩顶平台上,串筒送至桩内进行桩混凝土灌注。g、桩混凝土必须连续浇灌完成,不得留设施工缝。桩混凝土浇灌以后,及时洒水养护。灌注桩混凝土时做好混凝土试块,认真养护,达到龄期后送检。⑼桩身检测桩施工完成后,采用声波透射法对全部桩身进行无损检测。检测合格且桩身混凝土达到设计强度后进行桩间土体开挖和桩间结构物施工。开挖桩身外露部分不规则处凿除并用M10水泥砂浆抹平;桩间岩体开挖采用小爆破,桩身2m范围内采用预裂爆破。⑽桩体监测锚索桩及端墙桩在靠山侧桩顶埋设位移观测桩,定期对桩的位移和沉降进行观测,开挖施工期间要在开挖前后进行位移观测。抗滑桩施工阶段预先在3#、16#抗滑桩四角埋设四个振弦式钢筋应力传感器,具体埋设位置:在3#桩顶下5.5m,13.5m和21m处;在16#桩顶下9m,17.5m和25m处。观测时使用振弦频率读数仪测定钢筋计的频率变化,通过计算求出主要受力钢筋的应力变化情况。在龙塘四线滑坡体上设3个深部位移观测孔,采用钻孔倾斜仪,获取滑坡体内部不同深度的位移,要求监测精度达到毫米级。深部位移观测孔开口孔径不小于150mm,终孔口径不小于130mm,全孔孔斜度小于1度。⑾施工注意事项1)机械必须设置防护装置,注意每台机械必须一机一闸并设漏电保护开头。2)工作场所保持道路畅通,危险部位必须设置明显标志。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案3)操作人员必须持证上岗。熟识机械性能和操作规程。4)钢筋的绑扎接头应符合规定:a、搭接长度的末端距钢筋弯折处,不得小于钢筋直径的10倍,接头不宜位于构件最大弯矩处;b、直径不大于12mm的受压钢筋的末端以及轴心受压构件中任意直径的受力钢筋的末端,可不做弯钩,但搭接长度不应小于钢筋直径的10倍;c、受力钢筋的混凝土保护层厚度,应符合设计要求。5)禁止雨季施工,严禁在桩顶以上边坡设置施工便道,严禁在滑坡体内拉槽开挖土方;6)严禁在滑坡体范围内加载,在前缘减载,严格疏导地表水,防止地表水下渗;7)孔桩开挖中滑面以下地下水较多,检测到有害气体施工时,应加强孔桩通风,保证施工安全。3.5锚索施工平安隧道进口1#-4#桩、榴桐寨隧道1#-6#桩设计为锚索桩,设计锚索为拉力型,钻孔直径130mm,锚固段长10m,注浆采用M35水泥砂浆,锚头用C35混凝土封闭。龙塘大桥21#~24#设计为锚索桩,每根桩设2排拉力型锚索,钻孔直径φ130mm,钻孔自上而下与水平方向下倾角分别为18º、20º。每孔锚索设计锚固段长10m,桩自上而下没排锚索长度分别是36.5m,33.5m(含1.5m的张拉长度)。锚索均采用4束φ15.2mm高强度、低松弛钢绞线制作,设计锚固力500KN。每孔锚索按初始预应力的15%进行超张拉。注浆采用M35水泥砂浆,注浆压力不小于0.8MPa,锚头采用C35砼封闭。在21#桩的第一排,22#桩的第二排各设一GMS型测力计(共2套),测力计量程为800KN。3.5.1施工工艺-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案搭建工作平台钻机组装钻机对位位置、角度的确认放样钻孔孔径、、孔深度检查锚索安装钻机移位注浆锚索加工二次注浆清孔预张拉逐级张拉张拉锁定封锚锚索施工工艺流图图3-5-1-1锚索施工工艺流程图3.5.2施工方法锚索施工前按设计要求,选择与锚索施工段地层相同,环境类似的地段进行极限拉拔试验(破坏性试验),锚索材料,参数和施工工艺与工程锚索相同,试验孔数不小于3孔,锚固段长度分别是5m,7m,10m,单孔最大试验荷载不大于1200KN,试验资料及时报送设计单位,以验证锚索可以承受的最大张力、锚固工程的安全及设计参数是否正确,进一步确认施工工艺及参数。龙塘大桥抗滑桩:锚-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案索施工前选择临近锚固段地层为<17-2>千枚岩、碳质千枚岩进行锚索拉拔试验,试验孔数不少于3孔,试验锚索自由段长度5~10m,锚固段长度按锚索1、2、3单元长度确定,四束锚索单孔最大试验荷载不大于800KN。具体施工方法如下:⑴钻孔榴桐寨隧道出口锚索桩及平安隧道进口锚索桩:按设计要求从桩顶往下1m,3m,5m,7m分别预埋4根锚索孔,下倾角于水平方向夹角从上往下分别是15º,20º,25º,30º,锚孔采用地质钻机套管钻进,干钻成孔,钻孔施工水平偏差不超过1%;每根锚索桩上设2排锚索,钻孔直径φ130mm,锚索设计锚固段长10m。钻孔孔位、深度、孔斜度符合设计要求,钻孔深度超过锚索设计长度0.5m。遇地层松散破碎、容易坍孔地层,采用跟管钻进技术。遇到坍孔,立即停钻,进行灌浆固壁处理(灌浆压力0.1~0.2MPa),待水泥砂浆初凝后重新扫孔钻进。龙塘大桥锚索桩:按设计要求从桩顶往下1m,2m,3m,4m预埋4根φ130锚索孔(内径),下倾角于水平方向夹角从上往下分别是18º,18º,20º,20º,锚孔采用地质钻机套管钻进,干钻成孔,钻孔施工水平偏差不超过1%;每根锚索桩上设2排锚索,钻孔直径φ130mm,锚索设计锚固段长10m。钻孔孔位、深度、孔斜度符合设计要求,钻孔深度超过锚索设计长度0.5m。遇地层松散破碎、容易坍孔地层,采用跟管钻进技术。遇到坍孔,立即停钻,进行灌浆固壁处理(灌浆压力0.1~0.2MPa),待水泥砂浆初凝后重新扫孔钻进。⑵锚索制作及安装1)锚索在钻孔的同时于现场进行加工制作,内锚固段采用波纹形状,张拉段采用直线形状。钢绞线下料长度为锚索设计长度、锚头高度、千斤顶长度、工具锚和工作锚的厚度以及张拉操作余量的总和。正常情况下,钢绞线截断余量取50mm。将截好的钢绞线平顺地放在作业台架上,量出内锚固段和锚索设计长度,分别作出标记;在内锚固段的范围内穿对中隔离支架,间距60~100cm-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案,两对中支架之间扎紧固环一道;张拉段每米也扎一道紧固环,并用塑料管穿套,内涂黄油;最后,在锚索端头套上导向帽。2)向锚索孔装索前,要核对锚索编号是否与孔号一致,确认无误后,再以高压风清孔一次,即可着手安装锚索。安装下倾锚索要注意以下四点:a、检查定位止浆环和限浆环的位置,损坏的,按技术要求更换;b、检查排气管的位置和畅通情况;c、锚索送入孔内,当定位止浆环到达孔口时,停止推送,安装注浆管和单向阀门;d、锚索到位后,再检查一遍排气管是否畅通,若不畅通,拔出锚索,排除故障后重新送索。⑶注浆采用排气注浆法施工,注浆管插至孔底,砂浆由孔底注入,空气由锚索孔排出;采用砂浆位置指示器控制注浆位置。锚索孔注浆采用注浆机,注浆压力保持在0.6~0.8MPa,锚索注浆(锚索桩)分两次进行:第一次常压注浆:用高压水冲洗钻孔并安放锚索杆体完成后即进行锚索一次注浆,由孔底开始注浆,当孔口冒出的水泥浆与新浆相同时,再继续注浆2分钟;第二次高压注浆(注浆时间在第一次注浆形成的水泥结石体强度达到5.0MPa时进行):拔出一节套管,在管内注满水泥砂浆,并在管口加盖高压注浆帽,继续注浆,稳定2分钟后卸管,再拔出一节套管,并继续上述过程,直至拔管至自由段时停止第二步注浆,继续拔管至完成。⑷锚索张拉榴桐寨隧道出口防护桩及平安隧道进口防护桩:孔内砂浆达到设计强度后进行锚索张拉。锚具采用OVM型锚具,其底座顶面与钻孔轴线垂直,确保锚索张拉时千斤顶出力与锚索在同一轴线上。锚索锁定前选择有代表性的工作锚索,孔数不少于总工作锚索的3%且不少于3孔进行张拉试验(非破坏性试验),以验证设计的合理性和安全性,同时检查和控制施工质量。试验荷载650KN。张拉试验完毕后卸荷至锁定拉力的10%,-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案再加荷至锁定拉力进行锁定。正式张拉前,取10%的锁定拉力荷载,对锚索张拉1~2次,使钢绞线完成平直。再分两次张拉,两次张拉间隔时间不少于5天,第一次张拉至锁定拉力的70%,第二次补偿张拉至锁定拉力,补偿张拉后,立即进行封孔注浆。注浆管从预留孔插入,直至管口进到锚固段顶面约50cm。注浆前孔口放置隔离环分隔钢绞线,在注浆后保持均匀分离状态,并顺利将每根钢绞线穿入锚具内。龙塘大桥抗滑桩:孔内砂浆达到设计强度后进行锚索张拉。锚具采用OVM型锚具,其底座顶面与钻孔轴线垂直,确保锚索张拉时千斤顶出力与锚索在同一轴线上。锚索锁定前,选择有代表性的工作锚索,孔数为总工作锚索的3%且不少于3孔进行张拉试验(非破坏性),试验荷载为600KN,用以验证设计的合理性和安全性,同时检查和控制施工质量。张拉试验完成后卸荷只设计初始拉力的10%,再加荷至锁定拉力进行锁定。孔内砂浆强度达到设计的80%后进行锚索张拉。正式张拉前,取10%的锁定拉力荷载,对锚索张拉一次,使其各部位接触紧密,钢绞线完全平直。再分2次张拉,两次张拉间隔时间不少于5天,第一次张拉至锁定拉力的70%,第二次补偿张拉至锁定拉力。注浆前孔口放置隔离环分隔钢绞线,在注浆后保持均匀分离状态,并顺利将每根钢绞线穿入锚具内。锚索注浆分两次进行,第一次常压注浆:用高压水冲洗钻孔并安放锚索体完成后,即可进行锚索第一次注浆,由孔底开始注浆,当孔口冒出的水泥浆与新浆相同时,再继续注浆2分钟即可;第二次高压注浆(注浆时间应在第一次注浆形成的水泥结石体强度达到5MPa时进行):拔出一节套管,在管内注满水泥砂浆,并在管口加盖高压注浆帽,继续注浆,稳定2分钟后卸管,再拔出一节套管,继续上述过程,直至拔管至自由段时停止二部注浆,继续拔管至完成。⑸封锚张拉结束后用切割机将多余锚索外露钢绞线切断,锚具外保留15cm长钢绞线,然后用防腐涂料涂刷外露钢件,最后用C35混凝土将其封闭。-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案在边坡防护工程全部施工完成后,按铁路路基工程施工质量验收标准的相关要求,对工作锚索进行验收,以检查和控制施工质量,检测合格后切除钢绞线并封锚。⑹检测锚索桩按设计要求,注浆前预埋检测管,对全部锚索桩进行声波透射检测,检测合格后方可开始下道工序的施工。⑺质量控制要点:1)锚位点放线,各方向允许误差为±1cm。2)脚手架的搭设必须稳定,对紧固件的紧固必须有人复核。3)按设计孔口座标在脚手架上安装钻机专用钢管,将钻机放在专用钢管上,用全站仪按边坡方向放出基线,然后用方向架放出锚索方位角,测角仪调整倾角,到满足设计要求为止。将紧固件紧牢后,再核查一遍钻机孔位座标、方位及倾角,确认无误后,将所有紧固件再紧一遍使其误差不超过:倾角±0.5°,方位角±1°。4)锚索孔径允许误差±2mm。5)若遇坍孔,应立即停钻,进行固壁注浆处理,注浆24小时后重新扫孔钻进。6)洗孔要干净彻底,孔中不得留有岩粉和水。7)锚索的编制要确保每一根钢绞线始终均匀排列、平直、不扭不叉,锈、油污要除净,对有死弯、机械损伤及锈坑者应剔出。8)锚索的长度要根据钻孔的实际深度确定,允许误差±2cm,并对锚索按孔号相应编号。9)锚固段的定位导向花架、船形托架(两者统一),应严格按设计要求安装在锚索上,绑扎铁口既要能承受一定的拉力,又要保证锚索的自由拉伸。10)安放锚索要保证锚索孔壁有不少于1cm的注浆厚度,锚索安放要平直,张拉段要放在锚孔中央。11)内锚固段注浆,水泥选用525-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案号普通硅酸盐水泥,搅拌水泥砂浆应均匀,使用时不得有沉淀,为保证浆液性能可加入不同用途的外加剂,注浆充盈系数为1.1~1.3。12)严格控制加水量和水灰比,灰砂比允许误差为±0.03。13)预留锚索孔允许偏差各方向均为±3cm。14)锚索的张拉要在锚固段砂浆达到设计强度后,方可进行。15)张拉前张拉设备要标定,重复三次取平均值。各根钢纹线拉力不均匀系数在0.95~1.05之间,各根钢绞线的拉力差为±5%。16)补张拉在第一次张拉完成5天后进行,补张拉至锁定拉力。17)张拉段注浆必须待浆液溢出孔口稳定1~2分钟,方可停止注浆,24小时后还需进行补浆,以确保注浆饱满。第四章质量保证措施⑴认真学习图纸、做好图纸会审工作,对设计变更的意图以及工艺要求做到全面理解;做好各项施工准备的各级技术交底工作,严格按工序施工。⑵严格遵守国家施工规范和技术操作规程以及工程质量验评标准,在分部、分项工程质量评定中,按国家工程质量验评标准进行评定。⑶成立单位工程项目经理部和操作班组长组成的检查小组,进行定期或不定期检查工作。⑷坚持操作班组自检和各工种及工序之间交接班验收制度,专职质检员跟踪检查,公司月度进行质量大检查,对检查出的质量问题及时落实整改并制定有效防范的具体措施。⑸所有原材料必须有出厂合格证或质保书及试验报告,如其中有复印件必须由原件单位加盖印章,并注明原件在何处。有关材料进场后,材料员要及时填写“原材料质检通知单”送交试验室,试验室抽检合格后方可使用。⑹单位工程测量由项目部测量主管负责,做好定位测量放线、轴线、标高、垂直监测及沉降观测等工作,对轴线控制点和水准点必须选择在牢固可靠部位并加以保护。定位放线以质检员和技术负责人验收合格后方可进入下道工序施工并及时办理定位放线记录和定位放线复核记录。⑺-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案对轴线、标高、施工图放样、钢筋料单以及原材料和加工件申请等技术复核工作,须经工程技术负责人和质检员审核后,方可交付施工。⑻做好隐蔽工程的验收工作,在自评、自检、自验的基础上,提前24小时将“隐蔽工程验收通知单”送达现场监理工程师,验收合格后方可进入下道工序的施工。⑼桩身混凝土采用拌合站生产.现场每次浇捣混凝土必须根据天气预报、现场条件、结构部位确定切实可行的混凝土浇筑方法;严格按照规范要求做试块取样,取样混凝土振捣应密实,不允许有蜂窝麻面的现象出现,还必须有专人定时负责混凝土养护,养护期不少于14天,确保混凝土的质量。⑽施工管理人员及特殊工种施工人员必须持证上岗,严禁无证操作。⑾对上级主管部门和监理人员所提出的质量问题或隐患,必须虚心接受、认真及时整改。第五章安全保证措施⑴施工作业人员,必须佩戴安全帽,系好帽绳,上下井孔必须走爬梯,严禁作业人员乘坐升降机上下.在井口设置围栏防止人员和石块坠落.首先检查吊装设备有无问题;每班下孔前对孔内有害气体进行检查,二氧化碳含量超过0.1%、其它有害气体超过允许浓度或孔深超过10米时,均应采用机械通风设施。⑵在每个孔桩锁口适当位置,埋设位移观测点一处,观察护壁是否变形,移位,若发现问题,立即撤出作业人员,采取措施加固。⑶搞好桩孔内的抽水,孔深超过10m时,应采用机械通风,风量不少于25L/s,风管口要求距离孔底2米左右,使用风镐凿岩时要加大通风风量,排除有害气体。孔内照明配备照明用的36伏低压照明灯并配防爆护罩,灯泡位置离孔底2米,不能直接放在孔底。保证孔内明亮透气、无水施工。⑷-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案桩孔口内的石方爆破必须是有爆破证的人员参加爆破工作,采用松动爆破,现场设专职安全员一名,专职安全员参与每次爆破的警戒工作,负责爆破作业时的安全警戒工作,负责现场施工的安全检查和督促整改工作,火工品的领、用、退全程参与,检查工地施工期间作业人员的安全防护用品佩戴情况。每次爆破后检查、观测护壁是否有变形、移位的现象,确定安全后方可继续施工。专职安全员还要做好每天的安全巡检记录。⑸各种机械操作,必须经过培训,有操作证件方可上岗。各种用电设施必须绝缘良好,布置整齐;各电气开关和设备金属设施要接地,接零保护,各种电器设备必须装入配电箱内,离地不小于2m,严禁私自乱拉乱接电线;各施工场地必须树立醒目的警示牌、标语、安全操作规程作业牌。⑹桩孔开挖采用间隔一个桩进行开挖施工,根据岩土开挖情况及设计桩间距离,可适当增大开挖距离。⑺孔内照明必须使用36V(含)以下安全电压,有水时采用12V。⑻暂停作业时,孔口必须设围挡和安全标志并加盖井盖,夜间应设警示灯。⑼严禁酒后进入现场作业。第六章文明施工措施⑴施工场地、驻地建设统一规划,尽量少占耕地、绿化。⑵修建临时道路定时进行洒水除尘,并设置相应交通安全标志。⑶尽可能选用噪音小的设备进行施工。⑷合理安排施工时间,减少夜间施工。⑸注重施工用电规划,用电设备除应做到按规范设置保护装置之外,还应注重标志清晰、醒目。⑹注重参建员工精神面貌,上下班必须穿着整齐,正确配戴安全帽,严禁穿拖鞋上工地。⑺严禁工程材料乱堆乱放,施工现场各类材料及设备应合理规划区域,统一、整齐堆放,并设置施工管理奖惩办法,并定期组织检查。第七章环保、水土保持措施1、生态环境的保护措施⑴-24-
新建成都至兰州铁路成都至川主寺站前工程施工CLZQ-9标人工挖孔桩施工方案开工前组织对全体干部职工进行生态资源环境保护知识学习,增强环保意识,保证环保工程质量,采取有效措施,使施工过程对生态环境的损害程度降到最低。⑵永久性用地范围内裸露地表用植被覆盖。工程完工后,拆除一切临时用地范围内的临时设施和临时生活设施,搞好租用地复耕,绿化原有场地,恢复自然原貌。退场时的场地清理,达到地方政府、群众及相关其他单位的要求。⑶开挖边坡坡面,严格按设计要求防护,防止水土流失。⑷合理布置施工场地,生产、生活设施尽量布置在征地线以内,少占或不占耕地,尽量不破坏原有植被,不随意砍伐树木,并在其周围植草或植树绿化,创建美好环境。⑸做好生产、生活区的卫生工作,保持工地清洁,定时打扫,垃圾定点存放,定期运到环保部门指定的位置。定点投药,防止蚊蝇鼠虫滋生,传播疾病。2、水环保措施⑴生活、生产区设污水处理系统,生活、生产污水经严格净化处理并经检验,符合国家环保标准后循环利用。⑵控制施工注浆使用的水泥浆等材料的泄漏,并对注浆废液做净化达标处理,避免浆液污染居民的生活、生产用水。⑶施工区域、砂石料场在施工期间和完工后,妥善处理、以减少对河溪流的侵蚀,防止沉碴进入河流。3、大气污染及粉尘、噪音污染防治⑴对施工现场和运输便道等易产生粉尘的地段定时进行洒水降尘,使产生的粉尘危害减至最小程度。⑵对施工人员发放劳保用品。⑶对易松散和易飞扬的各种建筑材料用彩条布、蓬布等严密覆盖。⑷加强施工机械设备的维护保养,减少噪声和污染。内部资料,-24-
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