1、838根450振动沉管混凝土灌注桩基础工程施工组织设计方案编 制： 审 核： 批 准： 版 本 号: ESZAQDGF001 编制单位： 编 制: 审 核： 批 准： 二XX年X月目录1.前言11.1工程概况:11.2执行的有关规范、标准及文件1（8）XX土工程有限公司质量体系文件12.施工工艺及质量控制12.1施工工艺1垂直度偏差：32.2.5钢筋笼制作与安放3（6）钢筋笼制作偏差：4混凝土配制、搅拌及运输43.施工组织43.1组织机构43.2各部门、人员岗位职责。53.2.5采购经理：负责工程材料的采购和供应。5图3.11 项目组织机构图53.3劳动力计划（见表3.3.2）6拟投入本工程主2、要管理人员一览表 表63.4设备投入计划63.5施工进度计划63.6临时设施数量及平面布置74.施工质量控制74.1质量保证体系图74.2 质量控制标准7(1) 国家标准：8(2) 行业标准：8建筑桩基技术规范（JGJ9494）8工业与民用建筑灌注桩基础设计与施工规范（JGJ480）8(3) 公司标准：8程序文件（C版）84.11预制桩质量保证体系框图84.3过程质量控制84.3.1做好图纸会审工作84.3.2做好施工技术、质量交底工作84.3.3测量放线质量控制94.3.4进场材料质量控制94.3.7做好检查及验收工作104.3.8质量控制点及监测措施115.工程材料用量计划116.竣工资料3、整理117.1开展文明施工活动127.2开展安全生产活动127.2.9夜间作业，现场应有足够的照明。137.2.12低压用电时做到36V手持电动工具多加一层保护。137.2.14安全目标：伤亡率为0。13施工临时设施平面布置图14 振动沉管灌注桩桩施工组织设计1.前言1.1工程概况:工程名称： 工程地点： 工程内容：838根450振动沉管灌注桩，桩长2830米设计要求： 桩径450mm，有效桩长2125m，桩身混凝土强度等级为C20，桩尖混凝土强度等级为C30，单桩承载力设计值950 KN。1.2执行的有关规范、标准及文件 （1）地基与基础工程施工及验收规范（GBJ20283） （2）建筑筑安4、装工程质量检验评定标准（GBJ30188） （3）凝土结构工程施工及验收规范（GB5020492） （4）钢筋笼焊接及验收规程（JGJ1884） （5）建筑机械使用安全技术规程（JGJ3386） （6）建筑桩基技术规范（JGJ9494） （7）建筑工程施工质量验收统一标准（GB503002001） （8）XX土工程有限公司质量体系文件2.施工工艺及质量控制2.1施工工艺本工程所采用地基处理工艺为振动沉管混凝土灌注桩，其工艺为：安放预制混凝土桩尖 振动沉管 下放钢筋笼 灌注混凝土 振动拔管 成桩。工艺流程如图2.11所示。2.2 质量控制： 成桩控制：a)桩机就位后，机长再次核对桩位，无误后，桩5、管套入桩尖，并调整垂直度，然后静压沉管，静压沉管困难时，收紧钢丝绳加压沉管；b)因桩端持力层(第1层)顶面起伏较大，桩管入土深度应以贯入度控制为钢筋检验砂、石、水泥检验混凝土配合比确定桩尖笼加工焊接试验计量投料钢筋笼加工桩尖笼成型钢筋笼成型支模混凝土搅拌桩机就位质量合格？灌注混凝土坍落度检验混凝土振捣沉管静压拆模振动沉管养护达到设计要求深度灌注混凝土桩位测放高程测量定孔深桩位复测放置桩尖下放钢筋笼灌封底混凝土振动拔管桩机移位成桩桩 体 养 护图2.11 沉管灌注桩施工工艺流程图主，设计桩长控制为辅，最后两分钟贯入度5cm； c)沉至设计深度，向桩管内灌满混凝土后，先振动510s，再开始拔管，应6、边振边拔，每拔0.51.0m，停拔振动510s；如此反复，直至桩管全部拔出。 在一般土层中，拔管速度宜为1.21.5m/min，在软弱土层中，宜控制在0.60.8m/min。施工中要严格控制拔管速度和高度，严防颈缩或断桩。d)混凝土坍落度宜采用80100mm。e)拔管过程中，要用锤击法经常检查管内混凝土高度，桩管内混凝土高度至少应保持2m以上，或不低于地面，不足时要及时补充混凝土，使混凝土面始终不低于地面。f)为保证桩顶质量，混凝土应灌至设计桩顶标高以上，且不小于500mm。g）实际混凝土灌注量应大于计算混凝土灌注量，即充盈系数1；若充盈系数1时，应查找原因，必要时应采取反插法灌注混凝土。 桩7、位允许偏差： 单桩、边桩70mm 中间桩150mm 垂直度偏差： 1% 桩径偏差：-20mm2.2.5钢筋笼制作与安放 （1）经检验合格后的钢筋应根据其规格、型号分别堆放，并做标识。 （2）钢筋笼焊接前，先进行钢筋调直、钢筋切割、螺旋筋制作和钢筋清污处理工作。 （3） 钢筋焊接质量外观检查包括：焊点处熔化金属均匀；搭接长度符合要求；焊点无脱落、漏焊、裂纹、明显烧伤等缺陷。 （4）工程桩钢筋笼制作严格按设计要求和规范要求制作完成，主筋采用闪光对焊，同一截面的主筋接头数量不得超过主筋总数的50，且相邻两接头纵向间距不小于540mm。 （5）箍筋与主筋采用点焊，各接口要焊牢，防止出现脱焊。 （6）钢8、筋笼制作偏差： 主筋间距 10mm 箍筋间距 20mm 钢筋笼直径 10mm钢筋笼长度 50mm （7）钢筋笼安放应垂直、居中、安放牢固，定位标高允许偏差50mm。 混凝土配制、搅拌及运输 a.搅拌混凝土以前，先核对计量器具和规定的配合比，确认无误后方可上料，按砂、水泥、碎石依次投入料斗中，再送搅拌机； b.严格按照混凝土配合比计量上料，其偏差应符合以下规定：水泥 2% 砂 3% 碎石 3% 水 2% c.搅拌时间应不少于90S，保证搅拌均匀； d.每台班至少留取一组试块（150150150），其留置及养护应符合有关规定； e.在混凝土运输过程中，应保持其均质性，做到不分层、不离析、不漏浆、不9、结硬； f.现场暂不用料时，不得将搅拌好的混凝土卸到送料车等候； g.因中途停电或要停歇一小时以上时，须将搅拌筒内混凝土全部掏出，并将搅拌筒清洗干净。3.施工组织3.1组织机构为确保工程顺利进行，优质高效地完成桩基施工任务。我公司在施工现场成立项目经理部。在工程实施过程中，严格按照我公司ISO9001：2000质量体系文件的规定，对工程质量实施控制和管理。项目组织机构见下图3.11。3.2各部门、人员岗位职责。项目经理：负责组织制定施工计划，按计划合理组织施工，确保每个过程都在受控状态下进行，使产品质量符合规范要求。项目技术负责人：负责对内、对外的技术联络和竣工报告的整理编制，组织技术人员对各10、工序施工质量进行检验，对不合格品进行评审和处置。质量监察员：对外业施工过程与质量体系文件的符合性及施工质量进行监督，发现不合格的操作或不合格品，有权令其停工，进行纠正或停止使用，且不得转入下一工序，并通知技术负责人或项目经理进行处理。3.2.4施工经理：负责施工组织管理与协调，确保工程按期、按质、按量完成。3.2.5采购经理：负责工程材料的采购和供应。各工序组长：负责本工序现场具体施工编排，确保施工机械正常运转和施工质量符合规定要求，并做好施工记录。项目经理项目安全部质量监察员采购经理技术负责施工经理安全管理组材料管理组混凝土搅拌组桩基施工组计划组技术组钢筋加工组图3.11 项目组织机构图3.11、3劳动力计划（见表3.3.2） 拟投入本工程主要管理人员一览表 表姓 名职称、资质本工程拟任职务职 责高级工程师项目经理项目全面管理、组织及实施高级工程师施工经理兼安全员项目施工、组织、施工安全工程师技术负责人现场技术工程师质量监察施工质量监察工程师采购经理施工现场安全管理 按施工先后顺序投入现场的施工人员计划表 表4.214.234.245.85.115.265.266.245.295.306.296.30设备安装桩位测放钢筋笼制作混凝土搅拌桩基施工混凝土搅拌桩基施工桩基养护桩基检测桩基检测操作工42422测量员3起重工2电焊工46电工22驾驶员244维修工12检测人66普 工816816812、3.4设备投入计划根据现场场地实际情况，施工设备的生产能力、有效性，业主对工期的要求等我公司拟投入设备见表。3.5施工进度计划根据我公司实际施工能力、投入的人员、机械设备情况以及业主对工期要求、工程规模，我公司对施工进度进行了综合排定，在开工后45个日历日内完成桩基外业施工任务3.6临时设施数量及平面布置本工程主要有钢筋堆放场、钢筋笼加工、砂、石堆放场、水泥存放处、混凝土搅拌站、维修设备存放场、现场办公室等部分组成。其具体位置待设备进场后再根据场地具体情况进行布置。施工设备配备表 表序号机械设备名 称型号或规格数量额定功率（KW）备注1沉管桩机90型2台2202振动锤DZ902台903强力搅拌13、机JS5002台804翻斗车FS154辆1265电焊机BX13004台3426钢筋切断机GQ401台107调直缠丝机CS151台7.58经纬仪J21台9水准仪TD21台12磅称2台13试块模1501501504组14坍落度筒1002003001个15测尺50m2把4.施工质量控制4.1质量保证体系图质量保证体系见图4.11。4.2 质量控制标准本次施工所依据的规范及标准有国家标准、行业标准和我公司有关文件： (1) 国家标准： 混凝土质量控制标准（GBJ5016492） 建筑工程质量检验评定标准（GBJ30188） 地基与基础工程施工及验收规范（GBJ20283） (2) 行业标准： 建筑桩基14、技术规范（JGJ9494） 基桩低应变动力检测规程（JGJ/T9595） 工业与民用建筑灌注桩基础设计与施工规范（JGJ480）(3) 公司标准： 程序文件（C版） 有关作业文件4.11预制桩质量保证体系框图项目名称责任人相关责任人项目经理施工经理技术负责质量经理采购经理备注材料进场采购员材料试验技术员测量放线技术员钢筋笼加工电焊工混凝土搅拌站长打桩施工机长4.3过程质量控制在施工过程中，严格按照项目建设基本程序和有关规程进行，加强对施工过程质量的控制和管理，对各工序过程产品进行严格的控制和检查，确保不合格产品不流入下一工序。在作业过程中，按照国家标准、行业标准及我公司相关的作业文件和操作规程15、进行作业。4.3.1做好图纸会审工作施工图纸是现场施工的第一依据，开工前，技术负责人会同业主、监理及设计单位对施工图进行仔细、详实的会审，明确设计意图，并作好图纸会审纪要。4.3.2做好施工技术、质量交底工作开工前，技术负责人和质量监察员向全体施工人员进行施工技术和质量交底，明确技术要求和质量要求，并牢固树立“质量第一，预防为主”的观念。对重要部位的施工，填写“技术、质量交底单”交相关责任人。4.3.3测量放线质量控制（1）测量放点人员对项目技术负责人提供的桩位坐标及控制点坐标进行检查，复核无误后，进行桩位测放并进行标识。（2）技术人员和质量经理共同对已测放好的桩位进行验收，无误后方可提交给甲16、方代表（或监理）进行验收，合格后方可开工。4.3.4进场材料质量控制（1）采购经理按照公司工程材料采购控制程序规定进行工程材料采购。（2）技术负责人根据有关要求，委托有相应资质的试验室对工程材料进行试验及配合比试验，并对工程材料试验报告进行确认，合格的工程材料通知项目工程部可以使用，不合格的工程材料通知采购部处置。 a.水泥：应附有出厂合格证及化验报告，同一批号每200t取样一组进行“安定性、初凝、终凝时间，抗压强度”等项试验； b.钢筋：施工所用各种钢筋均应附有“材质证明书”，同一批号、同一规格每60t取样一组进行抗拉、抗弯试验； c.碎石：同一批号每500t取样一组进行“颗粒级配、强度坚固17、性，含泥量、密度”等项试验，含泥量2%以内； d.砂：同一批号每500t取样一组进行“筛分、物理性质”等试验，含泥量5%以内； e.水：宜采用饮用水，应对混凝土无侵蚀性。 做好产品的标识（1）工程材料的标识（水泥、钢筋、碎石、砂） a. 工程材料运到现场后，由验收人进行适当的标识，经过检验和试验合格后，由技术人员进行明确标识； b. 标识内容包括材料名称、规格型号、检验和试验状态、标识人、标示日期等； c. 标识方法可采用设置标识牌，当发现标识内容不清，标识牌损坏、丢失，及时通知标识人重新标识；（2）过程产品的标识 a. 点位（桩位、测量控制点）的标识一般采用在测定位置钉入木桩、钢筋棍或水泥桩18、等方法。施工人员应注意保护点位标志，发现点位标志移动或丢失，及时通知技术人员重新测放； b. 各种记录的标识内容应有记录编号、记录日期、记录名称、记录人等，记录人员完成记录后，认真填写有关标识内容并签字，本班工作结束后交技术负责人。（3）最终产品的标识 a. 桩基施工前，技术人员对基桩进行编号并标识，施工过程中，认真核对施工图和施工记录，对完成的基桩在“桩位平面图”上进行标识，以防止漏桩； b. 施工组织设计、竣工报告的封面应按作业文件规定进行标识。 质量问题及质量事故处理措施（1）质量问题及质量事故的“三不放过”原则 a. 发生质量问题和质量事故的原因不查清、不处理好不放过； b. 造成质量19、问题和质量事故责任人不查清、不处理好不放过； c. 对质量问题及质量事故的处理起不到教育作用不放过；（2）对责任者根据其造成的损失和影响，由项目经理依据有关规定给予行政及经济处罚。（3）对出现的不合格品按照我公司的程序文件不合格品控制程序的有关规定进行处置。4.3.7做好检查及验收工作（1）每个分项工程完成后，各工序首先进行自检，然后由技术负责人请示项目经理及质量经理组织各工序负责人、技术负责人共同进行内部验收，关键部位自检合格后，由技术负责人通知业主和监理单位办理验收手续。（2）对于隐蔽工程的验收，在隐蔽前，按监理及业主有关规定执行。在约定时间内，不得自行隐蔽，隐蔽验收完毕后要填写“隐蔽工程20、记录”。（3）施工过程中，技术负责人、质量监察员、质检员在现场进行经常性的检查，各工序也经常自检，发现问题及时研究解决。（4）施工完毕后，由项目经理组织有关人员进行自检及竣工验收，项目技术负责人组织施工资料整理，提交甲方和监理后，办理交工验收手续。4.3.8质量控制点及监测措施施工质量主要控制点及监测措施见附表。5.工程材料用量计划 工程材料用量计划如表51所示： 材料用量计划表 表51材料名称型号及规格单 位数 量水泥矿硅32.5t1605钢筋14t98.46.5t14.8412t6.5石子2040 mmt5850砂子中砂t32656.竣工资料整理 桩基施工结束后，技术负责人按照有关规定进行21、竣工报告的编制，竣工报告包括以下内容： .文字部分1. 前言2. 地质概况3. 施工工艺4. 施工组织5. 施工质量评定 .附件及图纸 1. 开工报告2. 竣工报告3. 交工验收证书4. 测量成果表5. 图纸会审记录6. 重要部位技术交底7. 钢筋笼制作检查表8. 工程材料质量证明书及试验报告9. 混凝土配合比通知单10.坍落度、试块试验记录11.试块抗压强度报告及统计表12.施工记录13.隐蔽工程记录14.桩位偏差记录15.分项工程质量评定表16.竣工图7.安全文明施工措施为确保工程顺利安全进行，必须坚持“安全第一、预防为主”的原则，职工上岗前要进行安全教育和培训，合格后方可上岗，设专职安全22、员负责安全施工，并应采取如下保证措施：7.1开展文明施工活动7.1.1现场材料堆放整齐，按材料的品种、规格、型号分别堆放，并作标识。7.1.2文明施工，虚心接受甲方及监理的指导，与甲方、监理、设计及周边群众友好相处。7.1.3随时清理施工现场，保持现场清洁、干净。7.1.4开展文明竞赛活动，营造文明施工氛围。7.2开展安全生产活动严格贯彻我公司的安全预防制度。职工上岗前必须进行安全教育，合格后方可上岗。7.2.2项目经理部设专职安全员，并成立以施工经理为组长的安全生产领导小组，各工序负责人负责本工序安全工作，受安全员监督，并长期进行安全管理。7.2.3施工现场所有设备、设施、安全装置、工具配件23、以及个人劳保用品必须经常检查，确保完好和使用安全。7.2.4施工人员进入施工现场必须穿戴劳保用品，禁止非作业人员进入工作区。严格执行各工序操作规程，坚持持证上岗制度，严禁换岗操作，坚持文明生产。7.2.5机械设备操作人员上岗前，对设备必须进行检查，并经常检查桩机螺丝、销扣，及时修复或更换，定期检查各种吊具、绳索、桩机上的钢丝绳，视破损情况及时更换。7.2.6进行2米以上高空作业时必须佩戴安全带，挂好保险钩，严禁双层作业。7.2.7桩机设专人操作，行走扭转时设专人看护拖地电缆，严防因电缆破损造成触电事故。7.2.8现场的各种电器要采取防潮、防水措施，下班前必须切断电源，逾大风、雷雨天气必须停工。24、7.2.9夜间作业，现场应有足够的照明。7.2.10施工现场电源线和工地设的风绳，严禁交叉，更不能在裸露的高压线下作业。如需要，应采取保护措施，确保人身安全。7.2.11工地易燃材料应单独存放远离施工场地。仓库、木工棚、钢筋棚应设防火消防措施，消防灭火器专用，严格乱抓乱用。7.2.12低压用电时做到36V手持电动工具多加一层保护。7.2.13现场安全检查人员要佩戴明显标志，对违反安全生产规章制度又不听劝告的人员，安全检查人员有权停止其工作，提请项目经理给予经济处罚。7.2.14安全目标：伤亡率为0。施工临时设施平面布置图水泥堆放场搅拌站蓄水池碎石堆放场砂堆放场现场办公室钢筋笼堆放场钢筋加工场地25、钢筋堆放场设 备 存 放 场注：1.按招标文件规定，临时设施用地面积为400m2，具体位置由现场确定。 2.钢筋加工和混凝土搅拌站依据现场条件，可以分开，但应优先考虑搅拌站位置。施 工 进 度 计 划 表工 序四 月 份五 月 份六 月 份212325272930369121518212427303136912151821242730人员、设备进场设备安装图纸会审及技术交底原材料进场施工组织设计报批材料检验、砼配合比确定桩位测定、验收开工报告报批钢筋笼制作、检查及验收桩基施工1工艺区2球罐桩身养护桩基检测12竣工报告提交及验收注：本施工进度计划是根据我公司实际施工能力以及建设单位对工期要求综合26、排定，在实际施工中，工序间交叉部分可用调整，保质、保量、按期完成。其中：工艺区：桩基施工：4.215.10，桩基养护为：4.305.28， 桩基检测：5.295.30，共计40天（日历日） 球 罐：桩基施工：5.115.25，桩基养护为：5.256.22，桩基检测：6.236.24，共计51天（日历日）质量控制点及监测措施一览表项目质量项目质量要求保证措施检查方法责任者标准依据材料检验钢筋抗拉、抗弯符合要求质保书、实验单查验质保书、原材试验质检者、采购员规范、设计水泥矿硅32.5质保书、实验单查验质保书、原材试验质检者、采购员设计碎石含泥量2%试验单原材实验质检者、采购员设计砂含泥量5%试验单27、原材实验质检者、采购员设计钢筋笼制作主筋间距10mm实测实量现场钢尺抽验质检员、钢筋工设计箍筋间距20mm实测实量现场钢尺抽验质检员、钢筋工设计钢筋笼直径10mm实测实量现场钢尺抽验质检员、钢筋工设计钢筋笼长度50mm实测实量现场钢尺抽验质检员、钢筋工设计混凝土搅拌混凝土强度桩身C20，桩尖C30试验检测混凝土试块检验质检员、混凝土工设计配合化混凝土配合比通知单计量现场计量质检员、混凝土工规范、设计坍落度80100mm试验现场试验质检员、混凝土工规范、设计混凝土试块强度达C20（桩身），C30（桩尖）试验检测每台班一组质检员、混凝土工规范、设计搅拌时间大于90秒计量时间继电器控制质检员、工序负28、责人规范材料用量偏差水泥：2%；粗细骨料：3%；水：2%计量磅秤质检员、工序负责人规范质量控制点及监测点一览表（续一）项目质量项目质量要求保证措施检查方法责任者标准依据桩位偏差测放就位10mm乙方测、监理检经纬仪、刚尺测量员、质检员规范、设计桩机就位20mm质检员检验刚尺机长、质检员方案规定桩位偏差单桩、边桩70mm实测实量监理复检测量仪器机长、质检员规范中间桩150mm沉管垂直度1%桩机平稳、垂直实测实量机长、质检员规范桩径-20mm灌入量检测实测实量机长、质检员规范沉管长度设计要求实测实量测绳、刚尺机长、质检员规范钢筋笼高度偏差50mm按设计要求固定刚尺机长、质检员方案位置偏差10mm按设29、计要求固定刚尺机长、质检员方案灌注混凝土灌注时间小于混凝土初凝时间按规范要求实测机长、质检员规范混凝土灌注量设计灌入量实测实量每盘计算机长、质检员规范成桩质量等级优良确保合格率100%检测检测单位规范、设计核准通过，归档资料。未经允许，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu30、#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4N31、GpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm632、X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tn33、GK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxG89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxG34、jqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qY35、pEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9C36、pbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpa37、zadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpE38、h5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY39、7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tn40、GK8!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!41、z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz84!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#K42、N&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYW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号）制 造 厂 家额定功率（KW）560额定电压（V）400额定电流（A）1010额定频率（Hz）50额定转速（r/min）1500功率因数0.8（滞后）励磁电流（A）2励磁电压（V）40定271、子绕组接线Y0冷却方式风冷励磁方式强励倍数2绝缘等级H防护等级蓄电池容量（Ah）921型 号形 式闭式循环水冷却、涡轮增压额定功率（KW）628额定转速（r/min）1500冷却方式闭式循环水带热交换器起动方式24V直流电起动燃油消耗（Lh）保护与报警定值与结果保护与报警定值与结果过载大于110%报警，大于120%延时5秒跳闸出口电压高卸载大于108%短路200%，延时0.08秒跳闸出口电压低卸载低于85%电流不平衡不平衡电流大于20%，延时5秒跳闸电压高跳闸大于110%漏电电流大于30%，延时10秒三相电压不平衡电压差大于10%逆功率大于8%，延时0.5秒过频率大于110%超速大于115%，延时5秒跳闸低频率小于85%蓄电池电压低小于21V蓄电池电压高大于30V差动保护0秒跳闸失磁保护跳闸单相接地保护跳闸过电流保护跳闸润滑油压低跳闸三次自起动失败发信并闭锁自起动冷却水温高发信润滑油温度高发信机油油压过低跳闸机油油压低发信冷却水断水跳闸燃油量过低发信油箱油位低发信冷却水水位低发信