筒仓钻孔桩基施工组织设计

'凉水井矿选煤厂CFG桩施工组织中安岩土陕西汇森凉水井矿选煤厂工程长螺旋钻孔压灌桩施工组织设计西安中安岩土工程有限责任公司二OO六年八月—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土目录第一章…………………………………………………11.1工程概况……………………………………………11.2工程地质条件…………………………………………11.3施工依据……………………………………………3第二章施工部署……………………………………………………32.1施工准备……………………………………………………32.2主要设备配备………………………………………………32.3施工组织形式及职责范围…………………………………3第三章施工安排……………………………………………………6第四章施工方法、工艺及技术措施………………………………7第五章劳动力安排及组织…………………………………………8第六章施工执行规范及质量保证措施……………………………8第七章原材料计划…………………………………………………117.1原材料用量计划……………………………………………117.2材料进场安排………………………………………………127.3材料质量要求………………………………………………12第八章工期…………………………………………………………12第九章安全施工保证措施…………………………………………12第十章文明施工保证措施………………………………………13第十一章竣工验收………………………………………………13—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土第一章工程概况1.1工程概况：陕西汇森煤业发展有限公司凉水井煤矿选煤厂位于锦界镇黄土庙村。选煤厂地基处理采用素混凝土压灌桩（CFG桩），桩径φ400。产品仓实桩桩长15.5米，有效桩长14.5米，桩身混凝土强度等级为C20，经处理后复合地基承载力特征值Ra=400KPa。1.2工程地质条件：据钻孔揭露情况，场地分布地层自上而下分别为第四系全新统风积砂（Q4eol）、冲积砂（Q4al）、上更新统粉土及粉质粘土（Q3al）、中更新统粉质粘土（Q2al）及侏罗系中统直罗组砂岩（J2z）。各层分布情况和岩性特征如下:①细砂（Q4eol）：场地内普遍分布。呈浅黄色，砂质成分主要由石英及长石组成，粘粒含量少，干砂呈松散状，厚度差异较小，稍湿，厚度4.30～6.50m。层底标高1223.77～1226.06m。②中砂（Q4al）：场地内普遍分布。呈褐黄色，砂质成分主要由石英及长石组成，分选好，粘粒含量少，稍密～中密，稍湿～饱和。厚度差异较大，厚度3.20～5.50m，层底标高1218.63～1221.79m。③粉质粘土（Q3al）:本场地局部有该层分布。黄褐色，土质较均匀，稍湿～饱和，软塑，强度较低，韧性低，具层理，含少量钙质结核，偶见有零星分布的姜石。厚度介于4.10～5.60m—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土变化较大，层底标高1220.11～1221.05m。④粉土（Q3al）：场地内普遍分布。褐黄色，土质均匀，切面较光滑，密实，饱和，强度较高，韧性中等，无摇震反应，无光泽反应。含少量白色粒状钙质结核，见到少量蜗牛壳碎片，偶见有零星分布的姜石。厚度介于3.10～6.80m，层底标高1212.73～1212.99m。④-1粉细砂（Q3al）：本场地仅个别孔有该层分布。黄褐色，砂质成分主要由石英及长石组成，分选好，粘粒含量少，密实，饱和。厚度差异较大，厚度0.40～3.80m，层底标高1213.19～1216.06m。⑤粉质粘土（Q3al）：黄褐色～褐红色，土质较均匀，饱和，致密，可塑～硬塑，强度较高，韧性中等，具层理，夹有厚度20～30cm的钙核层，钙核粒径0.4～4.0cm，钙核颗粒含量约为20%～35%。厚度介于3.40～9.90m，变化较大，层底标高1206.47～1211.05m。⑥粉质粘土（Q2al）：黄褐色～褐红色，土质较均匀，饱和，致密，可塑～硬塑，强度较高，韧性中等，具层理，含少量钙质结核。厚度介于2.60～10.20m，变化较大，层底标高1197.13～1206.77m。⑦强风化砂岩（J2z）：主要为中细粒长石砂岩、粉砂岩夹泥岩，强风化，大部区域上部有少量全风化层。砂岩为泥质胶结，中厚层，该层岩石破碎，回转钻进较易，岩芯采取率低，厚度0.60～3.40m，层底标高1194.13～1204.56m。—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土⑧中风化砂岩（J2z）：岩性主要为中细粒长石砂岩、粉砂岩夹泥岩。呈中风化泥质胶结，中厚层，该层岩石较完整，回转钻进较困难，岩芯较完整，本次勘探少量钻孔进入，揭露最大厚度4.00m。1.3施工依据：1．陕西汇森煤业发展有限公司选煤厂CFG桩施工图。2.《建筑地基处理技术规范》(JGJ79-2002)第二章施工部署2.1施工准备工程准备自接到进场通知之日起，工程管理与技术人员熟悉图纸，准备仪器，计算材料用量，安排工程进度计划。安排设备、人员进场，建临舍，购买原材料，质检员验收材料质量，安排材质试验。测量人员进行点位测放，技术人员及质检员校验点位并协同甲方代表验线。2.2主要设备配备根据施工工期要求，以及本工程的实际情况，计划投入主要设备如下：设备名称规格数量功率（KW）长螺旋钻机CFG202台100×2搅拌机2台25×2电焊机JXB5002台20×2混凝土泵HBT402台50×2磅秤1台2.3施工组织形式及职责范围—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土2.3.1施工组织形式在公司的统一组织管理下，对地基工程的生产调度和质量管理实行统一调度指挥。公司总经理林杜军负责指挥调度。2.3.2工程现场生产实行项目经理负责制项目经理：李华技术总负责：孙朋岗位职责：（1）同建设方的工作协调；（2）工程设备及人员调动；（3）工程进度及质量的监督；（4）材料管理；（5）财务管理；（6）资料管理；（7）其他行政管理；工程下设：1）技术质检组组长：孙朋成员：略岗位职责：1、放桩位点并校验开孔点位及标高2、确认钻机就位、对点3、砼及砼质量检查验收—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土4、填写班报表，其主要内容：开孔时间、终孔时间、灌注时间以及当班内发生的技术及行政事务方面的主要问题。5、完成经理及组长交给的其它工作2）前台机组组长：郑会彬成员：（略）机组成员名单（略）岗位职责：督促机组按要求进行成孔钻进。检查钻机是否对准点位，安装是否平稳。钻进过程中控制垂直度，测量孔深。通知质检组当班质检员验收。3）后台混凝土灌注组组长：王小建成员：（略）分三班作业灌注工名单：（略）岗位职责：严格按配合比，拌料，负责清扫现场，保证后台场地卫生。按规范要求制作试块，并按规定拆卸泵送管。4）混凝土泵送组组长：吕超名单：（略）岗位职责：确保设备运转正常，协调后台与前台之间工作连络。5）电工组：组长：李江华—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土成员：（略）岗位职责：保证场地施工用电及安全用电，维修设备电路，做到及时维修，保证用电安全。6）后勤、治安组：组长：田海军岗位职责：（略）管理工地施工工具、用具、仪器、设备、防火、防盗，保障工地施工安全；管理工地财务；做好后勤生活服务，保证施工顺利进行。第三章施工安排队伍进场后，施工按如下顺序安排：1）施工准备，具体包括：施工放线、确定场区坐标、搭建临舍、确定水、电接口，安置搅拌机、混凝土泵等设备；进行施工技术交底，准备施工所需的各种表格，确定混凝土配合比。压灌桩施工可与基坑开挖、破桩头、清理桩间土等工作平行施工以缩短工期。2）水电布置根据场地实际情况，将水、电源引至搅拌机旁边。后台设备（混凝土搅拌机）安装在场地基坑边；配电箱布置在后台设备附近。3）钻机进场安装调试设备进场后，先安装并调试好，做好施工前准备，前台人员熟识场地地层，确定钻机的施工参数，并按已定参数调试设备。—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土4）材料安排本工程桩的混凝土材料须选采用大塌落度混凝土。水泥采用草原牌P.O32.5R硅酸盐水泥,砂采用中、粗砂，石子采用0.5～2.0cm河卵石。5）施工工艺（详见第四章）6）施工进度：计划每天两班施工；每班完成30根桩，每天完成60根桩，预计产品仓桩施工25天完成。第四章施工方法、工艺及技术措施场地地层主要为细砂及粉质粘土地层。根据设计要求，产品仓桩的有效长度为14.5米，施工长度为15.0米，产品仓自然地坪为-2.5m，钻机作业面标高为-7.3m。采用18米长螺旋钻机设备，可有效地解决地层问题，选用60m3/h泵，泵压宜为4～6Mpa。混凝土搅拌采用强制式搅拌机。工序如下：钻机就位—→双向校正—→正钻成孔至桩底标高—→泵混凝土(4～6Mpa)—→提钻清泥至桩顶标高—→成桩—→钻机移位。4.1成孔钻机就位对正桩位后调平，钻杆垂直与桩点成一线，由当班技术员检查桩位编号及孔位偏差后，方可开钻成孔。钻进过程中应做好记录，达到设计要求深度后，停钻提杆。4.2混凝土搅拌和泵送—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土本工程每根桩理论方案为1.88m3，含充盈后约为2.15m3，搅拌机按0.4m3/罐，供料约需5罐半，施工中，采取泵内存料一罐，搅拌机内存料一罐，料斗存料一罐的方案可保证钻机提杆过程中供料不中断，直到灌满为止。后台配料采取电子计量步料机上料，确保混凝土配比正确，由技术员勤检查多督导；混凝土等级为C20。混凝土泵组人员要确保设备正常运转，听从前台指挥。第五章劳动力安排及组织施工参加人员共计56人，每天分两组两班作业，安排如下：每一工作班人员包括：值班工程师１人、施工负责１人、安全员１人、质检员1人、材料员１人、电工、修理工１人。前台4人，后台配７人；测量放线由我公司测量处专业测量人员完成。第六章施工执行规范及质量保证措施6.1严格执行规范：１、地基与基础工程施工验收规范(GBJ202-2002)２、《水泥粉煤灰碎石桩(CFG桩)复合地基技术规定》(Q/JY06-1997)—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土３、建筑工程质量检验评定标准(GBJ301-2002)４、《建筑地基处理技术规范》(JGJ79-2002)6.2工程质量保证措施6.2.1施工放线质量措施１）依建设单位向施工单位提供建筑红线标志点点位及坐标成果资料，高程基准点做为测放依据；2）上述成果，施工单位技术人员必须认真进行检查、核对，确认无误后方能使用；3）测量定点工作，由测量专业人员进行；测量人员根据建筑平面图位置进行建筑物的测量定位，检查无误后，根据桩位图进行各轴线及桩位测量定点（轴线点采用Φ12木桩固定），各轴线桩位外5-6m引测2个测量控制点，作为复测定点及校核的基准点（采用砼固定）。施工放线的精度为：轴线偏差±10mm，桩位偏差±20mm，施工技术员对照桩位平面图对每个桩位纵横间距进行复查。测量人员提交桩位测量定点成果资料，经建设单位或监理单位验线后方可开工，验线形成书面文件。6.2.2成孔质量控制１）钻机对正桩位调平，并保证钻机与桩位中心为一线，开钻前，当班技术员检查桩位编号孔位偏差后方可开钻。—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土２）在钻进过程中，如出现钻杆跳动、机架晃动、钻不进等异常情况，应立即停止机检查原因。对设备及电器装备要定期检修维护，以防发生机械和人身事故。３）成孔深度以标高确定，桩径允许偏差±2-5cm；钻孔垂直度<１％；桩位水平位移0.4D。桩位水平位置采用引桩法控制。４）当班技术人员填好当班记录，当班桩位开孔、终孔记录。6.2.3成桩质量控制1)工长和当班技术员严格控制桩深度。钻至设计深度后，应先空提0.5m～1.0m高，再启泵灌注。直至灌毕，应做好灌注记录。2)灌注混凝土应连续进行，不得中断，如发生堵管、应及时采取处理措施。混凝土从搅拌机中卸出至灌注完毕的延续时间：在现今气温下，不得超过180分钟。6）当班技术员检查灌注记录及砼灌注质量，作好当班报表。6.2.5塌落度测量步骤：1）润塌落度筒，并把它放在一块0.15m2的经湿润的钢板上，然后脚踩两个踏板使塌落度筒在装料时竖直，把砼试样分三层装入筒内，每层捣实后的高度大至为塌落筒高度的1/3。2）层用捣棒插捣二十五次，插捣底成层时，捣棒需稍倾斜并贯穿整个深度，插捣第二层时，捣棒应插透本层并使之刚刚插入下面一层。插捣顶层时应将砼灌至高出塌落度筒。顶层插捣完后，用捣棒把砼土灌至高出塌落度筒。顶层插捣完后，用捣棒把砼表面搓平。3）刮清底板，并小心地垂直提起塌落度筒。试验时从开始卸料到提起塌落度筒的整个过程应不间断地进行，并在不大于150秒内完成。—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土4）提高塌落度筒后，立即量测筒高与塌落砼最高点之间的高度差，即为其塌落度值。6.2.6混凝土试块的制作步骤1）先将试模内外的杂物清除干净，再将试模放在较为水平的地方，然后在试模内壁均匀涂上一层机油。2）第一次在试模内注入三分之一高度的搅拌均匀的混凝土，然后用捣棒在试模内特别是四周反复捣冲30下，第二次将混凝土基本装满试模，再用捣棒反插30-50下。第三次将混凝土样填满试模，稍经插捣边振后，将混凝土面抹平既可。3）带模试块放在环境温度15度以上的室内，不准露天存放，混凝土试块制成约24小时即可拆模，先在拆出的试块上标注桩号和制作日期，然后放入养护池内进行养护。4）除去试模模板上凝结的混凝土，清洗试模。5）将制备已够28天的试块送检验部门做抗压试验。制作混凝土试块及测量塌落度的环境温度不得低于+15度。养护池水温不得低于+20度，养护池要求每10天更换一次。6）制作试块、测量塌落度的人员要戴胶皮手套，以防混凝土腐蚀皮肤。认真填写报表，遇有特殊情况及时向当班技术员反映，并做好记录和情况说明。第七章原材料计划7.1材料用量计划：本工程主要耗材如下：产品仓混凝土总方量约2800m3,其水泥采用P.o32.5R水泥，用量约为1100吨；石子采用0.5～2.0cm石，用量约为2300m3—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土；砂采中粗砂，用量约为1260m3。7.2材料进场安排水泥、砂石在工程施工过程中根据施工进度每天安排进料量，确保不影响工程施工。7.3材料质量要求水泥采用蒙西水泥品。材料要求有出厂合格证，抽检机械性能满足规范要求。卵石进行压碎试验，并检测含泥量。砂子选用中粗砂，要求含泥量不大于５％。第八章工期产品仓桩施工有效工期25天。施工过程中各工序交叉安排以安排节省工期，确保如期完成。第九章安全施工保证措施1）所有参加工程的工作人员，都必须严格执行有关规程、规范,各工种安全生产操作规程和施工组织设计；2）在现场施工工作的人员，必须着装劳保用品，不戴安全帽不得进入施工现场；3）实施质量管理，坚持文明生产，尽可能降低对环境的影响；4）接受甲方及治安部门对现场质量、治安环卫等工作的监督管理；5）任何一项集体作业都要有一人担任指挥，凡参加此项作业的人员都必须听从命令，听从指挥，并且团结互助；6—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土）现场供电线路要妥善设置、安装，采用三相五线制，钻机等移动设备应用电缆供电，装漏电保护装置；7）高压线正下方严禁无措施施工，对电源线，开关等必须经常检查其绝缘情况是否良好，保证安全用电；第十章文明施工保证措施1）建立文明施工责任制，划分区域，明确管理负责人，实行持牌制，到现场清洁整齐。2）施工现场临时水电要有专人管理。3）施工现场的临时设施，包括生产，办工，仓库，料场，临时上下水管道以及照明，动力线路，严格遵循有关规定搭设整齐。4）场地周围必须清洁整齐，做到活完脚下清，工完场地清。5）施工现场不准乱堆垃圾及余物，应在适当地点设置临时堆放点，并定期外运，清运渣土垃圾，要采取遮盖防漏措施。6）施工现场设置宣传标语和黑板报，并适时更换内容，切实做到鼓舞士气，表扬先进，鞭促后进的作用。7）进入施工现场的人员必须正确佩戴胸牌和安全帽。8）所有机械必须根据机械的性能，分批分阶段定期检修，保养，并纪录备案。9）建立健全机械设备定人，定岗位责任的一定制度，操作证制度，交接班制度和奖罚制度。第十一章竣工验收1）本工程每道工序必须实施下到工序对上到工序的验收制度，技术质检组当班人员在自检的基础上会同工地甲方委派的质检人员进行验收。—１７— 凉水井矿选煤厂CFG桩施工组织中安岩土2）本工程竣工后，应向建设单位提交竣工报告书一式二份，其主要内容包括：（1）桩位测量放线平面图；（2）材料出厂证明及复试报告（3）砼配合比试验报告（4）砼试块试压报告（5）设计变更通知书，事故处理记录等有关文件（6）压灌桩施工一览表（7）压灌桩施工，平面位置图（8）成桩后桩位验收数据（9）材料检验报告9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpR89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$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!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^GjqvadNu##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!z89AmYWpazad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凉水井矿选煤厂CFG桩施工组织中安岩土—１７—'