来宾市全民健身活动中心场地平整工程施工组织

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计编制2013年6月一、编制说明1、编制依据（一）来宾市全民健身活动中心场地平整工程施工图纸及文件；（二）《来宾市全民健身活动中心场地平整工程现场会议纪要》；（三）来宾市建设工程文明施工相关标准；（四）《土方与爆破作业工程施工及验收规范》；（五）《建筑地基基础工程施工质量验收规范》（GB50202-2002）；（六）《工程测量规范》（GB50026-2007）；（七）国家现行的有关法律法规；（八）踏勘现场及调查咨询资料；2、编制原则（一）全面满足设计图纸、施工规范和各项技术要求。（二）严格按照ISO9001第35页共36页 国际标准质量管理体系和项目法施工要求进行施工管理和质量控制。建立健全质量保证体系，强化施工安全技术组织措施，使各项工作落到实处，为本工程有序、高效地进行施工创造良好的条件。（三）统筹安排，科学合理。根据现场勘察调查资料、业主文件资料及本工程的工程特点，全面规划、统筹安排，突出重点难点及关键工序，采用科学合理的施工方法。（四）结合实际，经济可靠。优化方案，降低成本；方案的确定要充分论证，确保采取施工方案的可靠性，满足施工的总体安排。（五）根据气候条件，采取得力措施，科学地安排施工。（六）所需资源配备确保满足工程施工需要。（七）注重环境保护。采取得力的水土保护及相关环保措施。（八）注重安全生产，文明施工，采取有力的保证措施。（九）实施项目法管理，通过对劳力、设备、材料、资金、技术、方案和信息的优化处置，实现造价、工期、质量目标效果。第35页共36页 二、工程概述1、工程说明（一）工程名称来宾市全民健身活动中心场地平整工程（二）工程建设地点工程位于来宾市来华投资区阳华西路与康平路交叉口东南角，华侨区湖滨路北面，来宾市体育公园内，交通便利。（三）工程内容1、本项目建设项目一栋，建筑层数一层，建筑高度15米，建筑朝向为南北朝向，建筑入口位于南面。2、交通组织：设置人车分流，人员入口位于基地南面，车行入口位于基地西南面。3第35页共36页 、竖向设计：除了两个网球场和两个篮球场设计为下沉式标高为83.00外，基地整个处于由北85.35到南84.20呈2%的缓坡走向。场地内多为水田和旱地，根据现有场地规划地块标高示意图及现状地形图估算，挖填高差有4米左右，本项目工程挖土方约1200立方米，填方约19000立方米。（四）验收标准和质量目标由于本工程工期较紧，施工图设计与施工平行进行，因此要求施工与设计沟通渠道畅通。按设计文件、说明、通知及现行有关规定进行竣工验收和工程质量检验评定标准评定工程质量等级。本工程要求质量等级为“合格”。2、施工条件（一）主进场路：本工程的施工区来宾市来华投资区阳华西路与康平路交叉口东南角，华侨区湖滨路北面，来宾市体育公园内。周边主要市政道路网建设功能完善，与周边县联系紧密，交通便捷。（二）施工便道：鉴于该工程的施工性质和施工内容，以能够满足施工机械进退场的条件为主，因此在施工进场前，将现有的西南角进场路稍做修整，即可满足施工的需要。（三）水电条件：在施工区域旁是已建成使用的李宁体育馆，考虑到在施工中除了需要夜间施工照明和生活用电外，再无其他的施工机械需要用电，因此在停电的情况下，现场自备一台小功率发电机即可满足施工需要。同样，在施工中除施工人员的生活必须用水外，也无其他的施工用水，因此，现场供水可接现有市政供水网管，以解决施工及人员的生活用水问题。第35页共36页 （四）临时设施：鉴于工程的施工性质，场地内只设施工机械设备停放场地、现场临时办公室和施工人员居住在旁边既有稍做围挡的停车库即可。3、工期要求及规定满足业主工期总体要求，同时满足业主对各项工程初步进度设想的目标要求，考虑到拟建建身中心基础施工减少基础土方开挖工作量，采取分区分时段挖填土方。计划于2013年6月20日全线开工，全部土方工程于2013年7月10日竣工，共计20日历天。4、工程特点本工程地处工程位于来宾市郊区，距主城区较近，地理位置和气候条件很好，施工工期短，交通方便。业主现场准备工作充分，施工场地条件允许工程在签订合同后立即开工。本工程主要为较大面积的场地填土平整工程。施工工期短。要求工程投入的人员有较高的施工素质，投入的机械设备能满足高度机械化作业的需要。本工程数量较大，相对比较集中，便于施工中的各项管理。但工期充裕，要求人员、物力、机械设备投入不大，特别是中标后的前期施工准备工作须抓紧。第35页共36页 三、施工准备计划1、施工组织机构1.1、施工组织机构设置本着精干高效的原则，组建来宾市全民健身活动中心工程项目经理部。项目经理部人员迅速到位，并立即组织相关人员、机械、设备、车辆进场，展开施工作业的全面准备工作。项目经理部全面负责对所承包工程的管理。项目经理部由项目经理、项目技术负责人各1人和施工技术部、安质监察部、测量组、物资设备部4个部室组成。配备有丰富施工经验的专业工程师和管理人员。详见后附的《拟投入本工程的施工管理人员一览表》。1.2、现场组织机构图第35页共36页 1.3、主要施工人员及现场主要施工施工管理配置主要工程施工人员数量1项目经理1人2施工技术部2人3安质监察部2人4物质设备部2人5土方工程队13人合计　20人备注：上表为基本配备，根据施工需要随时增减职工数。1.4、项目经理部的主要职责（一）项目经理第35页共36页 （1）贯彻业主的总体目标要求，按IS09001系列标准，建立项目管理体系，制定承包范围的各项具体目标，明确职能分工，保证目标的实现。对工程项目质量、安全、进度和成本控制负全面责任。（2）认真履行工程承包合同，强化项目管理的“工期控制、质量控制、成本控制”，保证兑现合同承诺。对项目的全面建设负责，实施项目标准化管理，对安全管理、质量管理负全面管理职责。（3）对项目的人力、资金、材料、施工设备等资源进行优化配置，合理安排施工进度，保证均衡生产，做到文明施工。（4）严格按基本建设程序和施工程序合理组织施工，确保施工顺利进行。（5）负责编制月、周施工生产计划和验工计价，考核完成情况。（6）对应用新技术、新工艺进行试验指导和技术交底。（7）参与质量事故的调查、分析，审定事故处理方案，制定纠正和预防措施。（8）负责组织编制竣工，制定施工方法、工艺。（9）参加工程组织验收、开通、交付等工作。（二）施工技术部（1）组织项目专业技术人员进行施工图纸会审，参加业主或设计单位组织的施工图纸会审和技术交底。并做好会审和交底记录。（2）组织制定有效措施，保证项目质量目标的实现。依据合同和业主提供的图纸资料，组织制定关键工序及特殊工程施工指导文件。（3第35页共36页 ）审核材料需用计划和加工订货计划，保证进货和工程质量控制符合标准和有关要求。（4）组织重要部位和特殊工序的隐蔽工程验收，对发现的不合格或潜在不合格及时采取纠正和预防措施，并验证措施的落实情况。（5）严格项目工程的施工技术和质量检验管理，并对其工作质量负责；组织编制和实施项目工程质量计划，实施项目的施工过程控制。定期召开质量分析会，检查质量体系运行情况，及时研究处理质量活动中的重大技术问题。对质量持有否决权。定期组织项目工程质量检查，主持单位工程质量评定，仲裁工程质量争议。（6）负责调度管理工作，督促施工计划的执行和落实，协调施工与相关单位的合作。（7）编制和实施项目工程质量计划，实施项目的施工过程控制。（8）负责提供并审核外购产品标准，负责测量试验室指导和管理工作。（三）安质监察部（1）负责整个承包工程的安全质量工作。确保安全质量保证体系的正常运行，制定安全质量管理、环境保护办法，落实安全质量目标。（2）办理对分项、分部、单位工程的质量检查、签证、评定工作。（3）定期组织质量分析会，检查质量体系运行情况，及时研究处理质量活动中的问题。（4）做好整个工程的安全生产，制定安全计划，建立施工安全制度措施。检查和监督项目安全体系运行情况。（四）测量组第35页共36页 负责施工测量和工程质量检查验收等工作并配合施工技术部作好竣工文件的整理。（五）物资设备部（1）负责贯彻执行国家行业和上级颁布的设备管理规定，制定项目设备管理办法，为施工全过程提供施工设备保证，保证设备的完好率，提高设备检修能力。（2）确保施工材料保质、保量按需地购进施工现场。2、工前教育（一）目的确保施工生产安全，确保工期、确保质量目标的实现，确保实现文明施工，确保业主满意。（二）内容（1）各种管理规章制度教育。（2）现场质量、安全措施、注意事项、文明施工教育。（3）技术交底、专业工种技术操作规程、安全操作规程、规章教育。3、开工前准备3.1、现场准备人员及物资设备的进场，总体原则是根据工程施工进度的实际需要和监理工程师的要求，分期分批地进入现场，并依据实际情况随时进行调整。首批施工人员和部分先期应急使用的机械设备在接到公司通知书后进驻现场。第35页共36页 进场人员的准备工作有：清理平整场地、修筑便道、接通水电线路、建立对外通信联络、埋设施工标志、修建临时房屋及围护结构、建立各种必需的临时设施、与业主建立联络网络，办理有关施工的各种证件、手续（包括进场人员、车辆的施工通行证、人员的暂住证等），建立工地安全施工体系，征求业主的意见、进行工程信息咨询等。3.2、技术准备人员进驻现场后，即着手进行技术准备工作，技术准备分为外业技术准备和内业技术准备。（一）内业技术准备（1）认真阅读、审核施工图纸；（2）进行临时设施建设的细部组织规划工作；（3）编写各种针对性的保证措施；（4）结合工程施工特点，编写技术管理办法、实施细则、作业指导书和施工技术交底；（5）准备施工中需要查阅的各种参考资料、施工手册、国家有关规范及水文地质资料及专业图表；（6）根据合同条款、技术规范的规定与要求，采集各种临时设施的符合性数据；（7）根据招标文件、合同文件的要求编写应提供给业主或监理的其它资料。（二）设计交底和图纸会审第35页共36页 设计交底和图纸会审中，着重解决以下几个问题：（1）设计依据与施工现场的情况是否一致；（2）施工图纸中有无矛盾，及说明是否齐全；（3）图纸上的尺寸、高程、轴线和工程量计算有无差错、遗漏和矛盾。4、开工报告在现场临时设施、物资、机械设备、供水、供电、测量、职工教育等各项工作完成后，按施工组织安排的应开工的项目，向监理工程师提交书面开工申请报告。批复后立即开工。5、施工平面布置图5.1、施工平面布置原则（一）平面布置必须符合国家有关规定和来宾市建设工程文明施工相关标准中的有关规定。（二）临时设施位置按《施工总平面图》布置。在施工现场拟址设办公和生活驻地（项目部、施工工程队），因此施工场地内只设置施工机具设备停放场地。（三）施工用电、水接市政现有供水用电管网，特殊情况由我单位自备发电机解决用电。5.2、施工平面布置详见附页《施工平面布置图》。第35页共36页 《施工平面布置图》拟建活动中心第35页共36页 填土施工起始入口四、施工方案及主要施工方法1、总体施工方案本工程主要内容包括：土方的开挖和回填工程。针对本工程施工特点，确定本工程的施工原则为分段分时施工、流水作业、由远及近、减少交叉、保护成品、一次成优。本工程总体施工步骤如下：1.1、施工测量（一）施工前与设计及监理单位进行控制网的交接并进行复测，复测过程中，发现有松动、沉陷和丢失的平面、高程控制桩，应由测量单位予以加固和恢复，并重新测算。第35页共36页 （二）对本工程进行控制桩测设，并进行闭合计算。按照设计图纸对中线桩、边线桩、边界桩、场界范围、水准点等进行桩位布设、校核并采取保护措施；施工控制桩两侧及中心线的延长线上设置，埋设位置应便于施测、保留、稳定和不影响施工。水准点每30米～50米埋设一个，最大视距不大于70米。（三）本工程平面控制网、高程控制网精度均应符合下表要求。1.2、施工作业段及施工顺序的划分根据本工程实际情况，将本工程分为3个施工区域进行施工，施工时，为加快施工速度将挖方分1个、填方分2个施工区域组织平行施工。1.3、土方工程施工本工程土方填方工程量较大，主要使用挖掘机开挖和铲运车，自卸汽车运至填土区。用推土机整平，最后由压路机进行压实。1.4、人员、设备人员、设备根据工程量及工期要求进行配备，配备原则为满足施工要求，具备突击能力，保证连续施工，争取提前完成任务。本工程共计划投入施工人员20人，施工大、中型设备13第35页共36页 余台（辆），详见资源配备计划。2、主要施工方法2.1、施工顺序测设→场地清理→挖运土（填土）→测量→找平→碾压→精平→碾压→检查验收。本工程填土部分分两个区域，一是拟建单层活动中心区域在填方高度达到此区域平整高度后（据现场情况大约1米左右），及时通知地质勘察设计单位进行此区域的地质勘察设计。并及时通知主体设计单位进行基础设计。按基础设计图纸进行基槽开挖、基础施工。考虑拟建建筑北面邻近控制红线，此区域最终填方高度约4米多，现阶段可考虑加快控制红线以北地块的征地工作，否则需建挡土墙。待基础完工后，按要求再进行填方工作；二是室外活动场地区域，此区域安施工顺序不间断施工直至达到设计标高，两区域交接处就预留5米左右的边坡缓冲距离。2.2、施工机械及人力安排配备机械设备如下：装载机1台，挖掘机1台，自卸汽车8台，铲运机1台，推土车2台，压路机1台；施工人员为20人(高峰)。2.3、施工测量施工中按照设计规定和图纸执行，掌握待建健身活动中心基槽尺寸，土基标高，布设20m×20m的方格桩，必要时进行加桩，采用拉尼龙线加桩方法进行标高控制，经常测量，防止超挖、超填。2.4、场地清理第35页共36页 这项工作包括清理、清除残渣、去除表土、去除和处理规定范围内的所有草木和石砾，除非有些物品是指定保留在原地上的或是按照规范的其它章节的要求不清除的。这项工作还包括保护所有指定留下的草木和物质不受损害和毁坏。施工要求：（一）按照监理工程师（业主）设定工作范围，并指定各种树木、灌木、植物和其它东西的存留。（二）清理、去除残渣、树木迁移所有没有指定留下的各种表面物体、树木、枯木、树桩、根、根株、丛林、其它草木、垃圾和其它突出的障碍物等将清理并挖掘残根，包括需要保存的处理。在施工区域内去除表土和不合适材料，进行压实，所有的树桩和根子都应从原表面下至少50厘米深和从最下铺面层底部下至少50厘米深的区域中去除。所有的树桩和树根都应从完成地面之下不少于50厘米深的地方去除。对坑、沟、渠的清理和挖掘除根的工作将只需达到这些区域所需挖掘的深度既可。树根去除后所留的空隙将由合适的压实材料填充（按设计）。（三）施工现场有不少电杆架线，需要提前与电力部门协调迁移。（四第35页共36页 ）去除表土：在施工区域或是由工程师指定的地方，根据工程师的指令去除表土和对之进行处理。对任何指定区域的表土去除应根据工程师的指令并达到要求的深度，并且表土应和其它挖掘材料分开存放。表土被用来修筑斜坡，表土的剥离工作将被视为包括表土的存放和需要时的去除，以及将表土置放和撒布在工程师指定的区域上。在撒布之后，表土应平整成平滑表面，不得有杂草、树根、草皮和大石头。2.5、挖土前准备包括修建水道、边沟、停车场和引道的所有工程。还包括图纸所示或工程师设立的线段、坡度和断面，清除不稳定土，滑坡等所有必要工程。（一）标高和坐标工程师提供切线和坡度线的交叉点位置。图纸将标明水平和垂直曲线的特性，在需要的地方标出超高率。在进行施工前应在施工区域定线。如工程师有意见可做修改，这种修改在定线前或后都可以。（二）水流的处理水流的处理在工程师要求的地方或工作保护及施工需要时，我单位提供必要的除水、排水或隔离水流的设施。并提供在雨季前必须的可发挥适当排水作用的临时性或永久性排水边沟。（三）使用和处理挖方在挖土过程中所有剩余的稳定土，除在另有说明者外，多余的土方或工程师书面声明的不稳定土都由我单位处理到填方区。（四）排水沟在施工中须建水渠、边沟或截水沟。或在工程师指令的地方建这些沟渠，不管是临时性的或是永久性的，为了避免在施工期间基层被水浸泡，保证排水设施足够和有效。并在施工期间不断的维修排水沟渠，以保证在整个施工中的使用。保证做到：第35页共36页 土方工程包括从挖掘土方和填筑土方、弃置土方等所有项目，期间和保修期内排水设施能有效工作。在施工时首先修筑排水边沟，在施工中由于动迁影响没有办法修边沟排水，应在适当位置设置临时积水井将水排出，保持场地干燥避免形成翻浆。并要随时维修，在施工结束时进行全面休整以达到验收状态。所有表水都排除并修筑临时边沟以保证该区域保持干燥。2.6、土方开挖（一）施工准备（1）了解所挖区的土质情况，发现劣质土及时清除，采取措施。（2）挖土区土方用作填方的，先将树根、草皮、杂物等清除干净。（3）施工中应避开雨天，并做好临时排水工作。（4）挖土深度按设计规定执行，同时要考虑最后一层挖土顶面的平整碾压，表面需要挂线，仔细找平并要预留一定的碾压下沉量，使其碾压后的高程正好与设计高程一致。预留多少要根据压实度、土质及现场试压来确定，一般为3cm~5cm。（5第35页共36页 ）掌握好土的含水量，注意挖土区的临时排水挖土时若土过于干硬，则不易挖掘；如土过湿，又易粘在挖运土的工具上。过干或过湿的土都不利于做填方压实。因此做填方用的土、在挖前应掌握其含水量，过干的土事先适当洒水湿润；过湿的土应采取挖前晾晒等措施，使土的含水量接近于填方相应压实机械所需的最佳含水量，然后进行施工。土方大面积露天施工，受气候的影响很大（干旱时土硬，下雨时过湿），特别是雨天，影响更为严重，因此，要特别注意当地的气象预报、降雨量的大小，作好挖土区的临时排水，并要注意以下几点：A、要使挖土区经常保持有效坡度的斜面，利于自然排水，防止下雨积水，切勿挖成凹形盆地。如果确实难以避免，则应采取临时排水措施。B、当土较硬难挖时，挖土前先将表层硬土翻松，松土的面积不宜太大，能配合装土、运土、填土即可。C、堆土时，堆土的方向和铲运机或推土机推土后所形成的沟槽方向，要与地面的水流方向一致，以利降雨时排水。D、保护好样桩，防止机械和车辆碰撞，以免发生差错。（二）、土方开挖挖掘包括所有土方挖掘和岩石挖掘，这些挖掘在划定的界线内进行，如图。适当利用和处理，都要依图纸上注明的开挖线、水平线、坡度、尺寸及截面并按工程师的要求去实施。开挖方式应根据开挖区域的深度和纵向长度，以及地形、土质、土方调配情况和开挖机械设备的因素确定，以加快施工进度和提高工作效率。本工程在施工中拟采用纵挖法，方法如下：沿纵向将高度分成不大的层次依次开挖，把施工场地分成几段，各段再采用分段纵挖。第35页共36页 在挖掘时都利用挖掘机械把边坡做好，也就是在挖掘的过程中，边挖边做坡。在挖掘的过程中，测量人员时按照图纸要求把边坡开挖线放好，并根据挖掘的深度随时指挥调整开挖线，力争利用机械一次做好边坡减少人工的做坡量。2.7、填土填土施工中要控制好“四度”，即在填土施工中要做到虚铺厚度、平整度、压实度、土基高度（高程）都要达到规范要求。具体要做好下列几点。（一）填土前要处理好原地面（1）对站坪土基部位，原地面的草皮、植物土及其它杂物必须彻底清除，其深度可根据具体情况确定。（2）处理好沟、坑，以免积水而影响大面积的填土作业。（二）测量放线：（1）恢复线路中心控制点（中线）。（2）测设中心桩，按每20-25米整桩号和起止点等控制场地中心的各点测设中心桩，桩面用红漆写明里程桩号。方桩用于控制中心准确位置而且还要架设仪器对中，可以在木桩顶面定钉，钉顶的标高与路面设计标高齐平，顶面涂红漆以辨认，在中心线垂直方向一米外钉一标志桩，并写上里程，桩背与地面成45度，写有里程一面朝上，面向中心方木桩，字号露出地面。其他中心里程桩用扁形木桩、垂直钉入桩位处，上露一多半，写有里程编号的一面要面向线路的起始方向。施工中车辆通行道路分为两条行车道。两条行车道同时施工，即全幅施工。（三）布土第35页共36页 布土时根据压路机能达到的压实厚度（规范规定或经监理工程师同意的厚度）计算卸车数量，例如每层填土压实厚度不大于20公分时，一车土8立米，可摊铺30平方米。自卸汽车从取土场把土运到铺筑现场，从一端开始，左右成排，前后成行等距离布土。（四）注意填土质量，保证填土稳定填土前，对清除过的原地面，应按相应的压实度标准或设计要求进行碾压密实。碾压中如发现显著沉陷或壅包时，立即查明原因，妥善处理。填方用土，安排专人按要求严格选择，优先用匀质的同类土填筑，填土中不得混有树根、草皮等杂物，严禁用泥炭、淤泥、盐渍土填筑。不同类的土不得混填，防止在填方内形成“水囊”，造成填土不均匀引起沉陷等不良后果。（五）填土顺序填土作业以西南角开始，从低到高分段分层进行。每层填土经平整、碾压达到压实度标准后方可填筑上层，每层填土表面宜与设计面基本平行。（六）填土分层厚度填土分层厚度要合适，每层填土的松铺厚度应根据土质和机具的压实功能通过试验确定，不得超厚。（七）填土含水量填方用土的含水量应接近最佳值（即在最佳含水量范围），（八）填土接茬第35页共36页 两个填土作业的地方接茬部位，宜同时填筑，分层交错搭接，搭接的程度不小于3m；如不能同时填筑，先填者应按1：5的坡度分层留出台阶。（九）最上一层填土厚度填土接近设计高时，加强测量检查，控制好最上一层填土厚度，它关系到高程、平整度、压实度等质量。最后一层的高程控制，关键是要根据土质及现场试压情况留准虚高，使碾压后的高程符合质量标准，而且表面还符合平整度要求。所以，应加桩挂线，其方法如下图所示。利用每格20m的方格桩A、B，放出每隔5m的辅助桩E、F、G，在已知方格网点A、B桩旁立一直杆，分别向上量hA和hB（即A桩和B桩所填数值），分别得M和N点，用尼龙线连MN点，并量取E、F、G桩至尼龙线间的距离，得hE、hF、hG，将数值分别写在E、F、G各桩上，即为各辅助桩上要填的数值。最后一层填土以压实厚度15cm为宜。2.8、平整（一）初步平整。每层填土（必要时的挖土）均匀应用机械作初步平整，并随即碾压，这样土内水分尚未蒸发利于压实，特别是在多雨地区施工时随平随压，避免因降雨造成填土过湿无法压实乃至返工的危害。第35页共36页 （二）最后平整。填方表层或挖方地段底层最后一次平整。经过初步平整压实后的土方，还要最后进行一次找平修整，直到符合平整度、压实度、高程的质量要求为止。每隔5m加桩交叉挂线或用望板找平修整，并且要注意新老土层的结合，对填土部位要先洒水湿润，或刨松表土5cm左右再填土，最后用6t~8t的两轮压路机压平、压实，防止起壳，保证填补结合良好。最后平整经测量检查合格后，加以保护，控制机械、车辆通行；雨天禁止人员通行。2.9、碾压（一）最佳含水量在施工现场，掌握好碾压前土的含水量，控制在最佳含水量的±2％范围内。（二）填土的层厚要合适填土的分层厚度与碾压的遍数、压实度的要求、土的种类、含水量的大小、压实机械的性能有关。土方填土松厚为25cm~30cm。（三）碾压方法（1）从低到高，从边到中，适当重叠。在单面坡地段碾压时，压路机从低处逐渐向高处碾压。双面坡地段，从两边开始向中间碾压，这种碾压方法可以防止土在碾压过程中的移动及往外滑动，并且有利于排水。为了防止漏压，前后两次碾压时，碾轮主轮应适当重叠，重叠量为10cm~15cm。（2）速度适当。碾压时用6t~8t第35页共36页 的压路机预压一下，以提高压实层上部的压实度。为保证碾压的均匀性，碾压速度不能太快，行驶速度应控制在2km/h以内。（3）碾压遍数。在达到压实度要求的前提下，根据土的性质、含水量、松铺厚度、压实度系数、碾压机械等情况确定。压路机手应根据已压遍数请工地试验室人员及时检查压实度，决定是否需要继续碾压。（4）碾压作业段的长度不宜大于100m。两个作业段的接茬处，主轮的重叠范围不应小于5m。当天的土方要当天完，不得过夜。在雨季施工时要随时注意天气变化，碾压更应及时，作业段的长度可适当缩短。凡机械难以碾压到的边角地段要用人工夯打密实。（5）都要增加成本，应该取得监理工程师的同意已求获得适当予补偿。不同类型土压实时的最大容许含水量。第35页共36页 六、机械设备准备根据本工程的土方填方的工程量较大、工程量相对集中、工期短、日产量大的特点，结合现有工程机械设备的实际情况，对主要施工机械设备的投入进行了可靠性的分析和比较，拟投入表所列工程机械设备。机械设备将根据工程进度实况和监理工程师要求进行动态调配。主要施工机械设备及进场计划表序号机械或设备名称型号规格数量用于施工部位进场计划1履带式挖掘机柳工PC2201挖、装开工前2天2履带式推土机TY2202推平开工前2天第35页共36页 3轮式装载机ZL502装开工前2天4自卸汽车乘龙重卡8运土开工前2天5发电机75KW1备用电源开工前2天6全站仪科利达1测量开工前2天7水准仪科利达1测量开工前2天8经纬仪科利达1测量开工前2天9压路机8T1压实开工前2天七、劳动力配备1、劳动力计划根据行业定额和我单位内部定额推算，本标段工程计划总工期为40个日历天，按业主的工期要求，结合我单位施工机械化水平及人员综合劳动能力和具体工期目标规划，考虑了雨季等方面的因素影响，拟安排上场人员共20人（高峰）参加本工程施工。其中：项目经理部：7人；工程机械化工程队：共13人.施工中，上场人员的工种、数量将根据施工计划动态调配。2、劳动力保证措施第35页共36页 （一）选择技术素质高的施工队伍进场。各个施工队伍均挑选具有类似工程施工经验、技术素质高、专业技能强的青壮技工，确保更好、更快地完成本工程的施工。（二）做好劳力动态调配：各专业施工人员按照施工进度情况实行动态调配，必要时采取倒班作业，确保工期目标的实现。（三）确保后勤保障：在确保足够劳力和专业技工的同时，还要确保后勤保障，以免施工人因吃住不好影响体力，耽误工程工期。附件1：八、保证工程质量的技术组织措施1、质量保证措施1.1、组织制度保证建立质量管理组织机构，配齐各层次质量管理人员具体负责工程质量的监督、检查和日常管理工作。开展质量教育，增强全员质量意识。层层落实质量责任，按照纵向到底、横向到边、责任到人的原则，实行目标责任制。各层次、各部门职责如下：（一）项目经理（1）项目经理是工程项目的总负责人，是质量的第一责任人，对工程质量负完全责任。第35页共36页 （2）对业主负责，及时贯彻设计和监理工程师的技术管理文件，组织职工认真学习和有效运用。（3）按质量保证体系所规定的和对业主作出的承诺去落实。（4）加强项目内部的行动统一和团结，调动一切积极因素实现质量第一的方针。（二）项目技术负责人（1）协调组织项目部各专业技术、质量、试验、测量的日常工作。（2）协调组织督促项目部各专业技术负责人做好图纸会审，执行规范、方案编制、工艺制定、技术交底工作。（3）对施工全员的质量意识教育负领导责任。及时有效组织攻关活动，解决现场施工质量难题。（三）项目部质检员：（1）负责项目部制定完善的质量保证计划，在监察工程师指导下开展质检工作，贯彻落实上级的质量指标和要求。（2）具体落实拟定的质量保证措施，质量计划。（3）进行质量交底，主持内部质检工作达到规范要求后，呈报公司质检工程师和监理工程师，协同复检。（4）负责材料供应商的资质审查，现场所进材料的检验测试工作。（5）下发质量问题通知单，并对技术部门提出的处理方案进行审核。第35页共36页 （6）对不满足质量要求的工作或服务采取行动，包括停工并及时向项目经理进行汇报。制订质量保证培训计划，并按计划对有关人员进行培训。（7）负责收集、整理施工原始记录、质量检查报告。（8）对班提出的质检结果进行复检，对试验、测量及施工质量材料进行复验、鉴定。（9）进行工程的自检工作，填报自检表并在合格后呈报监理工程师，上报公司质检工程师，会同质检工程师配合监理工程师进行检查。（10）及时将质检工程师及监理工程师有关工程质量意见反馈至施工现场并监督实施。（四）材料采购员：主要负责对施工材料的采购，严格把好质量关。（五）测量员配合质量检查，提供可靠的各项数据。（六）工程施工员本工程质量工作的第一责任者，对项目经理负责。（七）施工组工班长各工班长在质量上对项目经理负责。2、土方工程质量保证措施第35页共36页 根据设计和现场实际情况，按不同的土石方类别配备各类施工机械，并留有一定备用余地。做到机械配套，能力和型号符合规定要求。通过实验和规范要求，决定填方各层松铺厚度，最佳含水量和压实遍数，保证每层各处达到回返压实度标准。施工中按透水性大小分层填筑粘压，透水性小的层间留4%的双向排水沟坡，不合格填料不得用来作填充料。预加沉落度符合《TBJ202-96》规定。（一）开工前，进行施工测量，准确确定各桩点的位置和高程。（二）在填方区域，认真进行基底处理，挖树根、铲草皮。当地面横坡在1：1.5～2.5时应挖台阶。对于基底有底下水、淤泥、涌泉等地段需经特殊处理，经检查签认后，才能施工。（三）当填方有不同填料时，分层进行。每层全宽采用同一种填料。雨天不得填筑非渗水土壤。特殊设计地段、高填深挖地段设计认真处理，并经检查签证后方可继续进行施工。（四）填土施工应分层进行（厚度不大于30cm），随时进行压实密实度和含水量检测。压实符合《验标》规定。边坡平顺、密实，按设计要求修筑护道，取土点外形整齐，边坡稳定。（五）挖土区设计要求刷坡到位，边坡完整、平顺。坡率符合设计要求，侧沟及平台平顺完整，沟内无积水、杂物，弃土堆置符合《验标》规定。（六）平整后的场地纵横向坡度符合设计要求，基面平整、无积水、坡面平顺。边坡边缘线条清晰顺直，无缺损、坑洼、裂纹。第35页共36页 九、保证工程施工安全的技术组织措施1、安全生产保证体系1.1、项目部（一）认真贯彻执行国家劳动保护法规；开展安全生产宣传教育工作；（二）做好安全生产管理和监督检查工作，督促项目部实施各项安全技术措施；（三）组织安全生产检查，研究解决施工生产中的不安全因素；（四）参加事故调查，提出事故处理意见，制止违章作业，遇有险情有权暂停施工生产。1.2、土方工程队第35页共36页 （一）认真贯彻上级有关安全生产的方针、通知精神，并及时传达到工地、班组督促班组制定相应的落实措施，认真检查执行情况；（二）对负责的工程范围进行安全检查和主持分析安全情况，发现问题及时指派专人整改。遇到直接危及行车和人身安全的情况，立即报告，并亲自在现场处理，直到消除隐患后方可离开；（三）发生责任事故，及时在现场参加调查、分析、处理。认真总结经验和教训。2、施工安全保证措施2.1、现场施工用电安全保证措施现场施工用电遵照国家建设部的《JGJ46-88施工现场临时用电安全技术规范》有关条例执行。临时用电按编好施工组织设计施工，并建立对现场线路设施定期检查制度。（一）工地架空电源线采用绝缘电线，且线路不得架设在钢管上，不得拖拉。机电设备接地、接零，实行一机一闸一漏一箱。使用统一铁壳开关箱并加锁。（二）施工机具实行有证操作，所有机械实行一机一牌制度。机具定期维修保养，不得带病运行。（三）施工现场设安全标牌，危险的地方挂安全警告标志或信号灯。（四）施工现场工棚配备消防灭火器材，消防水池，宿舍照明线路统一布置，灯泡不得大于60W，不得烧电炉，膳食由食堂统一安排，不得乱生火煮食。第35页共36页 （五）工地要经常组织学习有关安全方面知识，办宣传黑板报。开展安全知识竞赛，以提高全体员工的安全意识，对维护安全生产有功的人员给予适应奖励表扬，对须知得不够的给予批评、处罚。（六）夜间施工照明亮度要够，能满足施工的需要。2.2、其它保证措施（一）所需的料具、设备按施工进度进场，禁止超负荷；（二）料具堆放平稳，工具随时放入工具袋内，严禁乱放乱堆和从高处抛掷材料、工具等物件。2.3、安全防范重点根据本项目的特点，安全防范重点的以下几个方面：（一）防触电雷击事故；（二）防土方坍塌事故；（三）防机具设备伤害事故；（四）防火灾事故；（五）防车辆伤害事故。内部资料仅供参考9JWKffwvG#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$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$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!z89AmYWpazad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