1、施工组织设计第一章 工程概况1.工程概况1.1工程说明（1）工程名称：邓宝珊先生展览馆布展政府采购项目（2）建设地点：兰州市城关区（3）招标人：甘肃省机关事务管理局（4）建筑面积：598.6平方米1.2工程质量标准工程质量要求达到合格，并须遵守国家有关建筑安装和装饰工程施工和验收规范，以及其他有关规定。符合设计施工图纸和规范要求。1.3工程工期（1）计划工程工期：90个日历天（2）计划开工日期：2013年9月27日（3）计划竣工日期：2013年12月26日第二章 施工组织管理机构与管理制度2.施工组织管理机构与管理制度2.1项目管理机构根据本工程主要特点，本着达到各项管理目标为原则，确保项目符2、合业主要求，针对项目施工管理的需要，本工程选派具有复合知识结构和装修施工经验丰富的管理人员和技术人员，设置公司层、项目部、作业班组三级管理体系，成立本工程项目经理部。2.2组织机构管理形式2.2.1项目经理公司由国家一级建造师作为本工程的项目经理，负责工程对内及对外各专业的协调工作。在公司决策层的领导及职能部门的指导下，项目经理部负责实施从工程项目开工到竣工，交付使用全过程的施工经营管理。项目管理层由生产、技术、材料和行政事务四大部分组成，在项目经理的领导下，全权组织生产施工要素，包括与各专业、各工种的协调、劳动组织，材料供给，对工程的工期、质量、安全、成本实施全过程的动态管理。2.2.2主要3、职能部门2.2.2.1工程技术部：具体负责编制施工技术实施方案、设计图纸的完善和作业指导书，并向操作人员交底，指导工人施工，负责进度计划的落实，检查施工质量等工作。工程技术部由专业工程师组成。2.2.2.2质量安全部：具体负责施工过程的质量检查、验收和评定，现场施工安全教育、安全检查并做好安全记录，质量记录的收集、整理工作。2.2.2.3物资材料部：负责编制物资采购计划及采购工作，负责进场物资的验收、保管、发放工作，负责机械设备安装、维修、保养工作。2.2.2.4预算部：负责成本核算工作以及编制预、决算工作及工程进度款申报、劳动力工资核算工作。2.2.2.5资料部：按照国家规范要求进行工程资料4、的编制和管理，及时做好隐蔽工程记录，完善保管有关文件、凭据和签证等手续。整理施工来往信函、备案存档。2.2.3施工作业组组织一批高质量、高安全意识作业层人员。根据优良组合的原则，选用具有较高素质，有丰富施工经验和劳动技能的合同工，分工种编成工作班组，由技术过硬，思想素质好的专业组长带班，加强激励机制，提高作业层施工的战斗力和质量水平，所有投入工程施工的班组均按项目部的要求，在项目管理人员的监督下协调地进行专业工种施工，确保质量、安全管理落实到位，在总进度计划的控制下完成施工任务。2.3管理人员配置2.3.1现场管理人员本项目现场将根据需要配置相应的项目经理、技术负责人、生产负责人、安全负责人、5、各专业工程师。2.3.2总部技术支持除现场管理人员外，公司各职能部门将大力支持现场施工需要，并作为现场施工的坚强后盾。将根据项目需要，满足现场技术、资金、物资、人员各方面的需求。第三章 施工总体项目部署3.施工总体项目部署3.1工程目标3.1.1工程质量目标达到国家合格验收标准.符合业主使用要求。3.1.2工程工期目标服务业主，满足合同工期要求，计划开工时间2013年09月27日，竣工时间 2013年12月26日，总工期90日历天。3.1.3安全生产目标确保无重大工伤事故，杜绝死亡事故，轻伤频率控制在2%以内。3.1.4文明施工目标符合兰州市安全文明工地标准，塑造企业良好形象。3.2基本施工流6、程3.2.1布展施工部位的流程布置施工流程是根据工程项目内容和工艺技术特点，按一定次序编排以表达施工程序。合理确定施工顺序是解决各工种之间的搭接、减少工种交叉破坏，以期达到预定质量目标，充分利用工作面，实现缩短工期的目的。3.2.2编排流程先后次序的原则（1）天棚、墙面的隐蔽工程在先，面层工程在后。本工程吊顶内有不少专业设备管道、管线，施工前期必须提前安排施工及检测；（2）基层处理在先，饰面工程在后。水电、通风、空调、消防、监控等专业管线安装工作在先(相关专业配合)，灯具、开关、插座等安装工作在后；（3）同一空间施工，顶部在先、上部墙面在先，下部墙面在次，地面最后，超过3.6M的空间要搭设脚手7、架；（4）易受污损及贵重的材料，如石材等不易保护的应先预制、预订，而在工程中后期安排施工。3.3施工总平面布置3.3.1总平面布置原则我方将在业主的统一安排下，本着从施工现场实际需要出发，妥善处理施工场地与办公、仓库、周转材料、运输通道等必要设施之间的关系，尽可能封闭施工场地，合理布置现场总平面图，使之符合“功能齐全，满足使用”。3.4材料采购与进场计划3.4.1材料采购标准（1）材料严格按照优质、优价、货比三家的原则进行材料采购，尤其要把好材料质量关，所用材料符合设计要求和质量规范；（2）统一颜色、统一纹理、统一规格、统一品质，货到工地立即组织检查验收，对于质量不合格的要坚决退货；（3）主要8、材料要有质量合格证或质量检测报告。（4）低值易耗品及现场急需的零星材料由工程项目部自行购买。3.4.2材料采购与进场控制措施3.4.2.1安排专人负责选样供应。采购前将材料品牌、规格型号或供应应报业主/设计/监理审核，并进行封样。实际使用时，按封样品牌/质量标准采购和使用。3.4.2.2充分考虑材料进出场时间。本工程所需的设备/辅材/主材，必须充分考虑好进场计划时间和最佳进出场日期。对于特殊加工制作和供应的材料/设备，应充分考虑其加工周期和供应期，统一协调，满足工程需要。3.4.2.3材料统一采购制度。所有材料，均由材料物资部门统一采购，严格执行材料采购程序确保每一项材料均符合设计、环保要求，9、满足质量标准。3.4.2.4材料样品采购制度。对设计师与业主指定的装饰材料品牌及样板，采取专业生产厂家采购样品，并把实物样品交业主/设计鉴定，直至符合要求后方可大面积采购使用。3.4.2.5材料验收管理制度。本工程中所有材料，包括多种原材料、半成品及成品材料，必须先将生产厂家简介，材料技术资料和实验数据及材料样品，实地实验结果等各种技术指标报请业主和监理工程师审批。凡是资料不齐全或未经批准的材料，一律不准进入施工现场。用量大而对质量又至关重要的原材料，虽具备各种上报材料，但仍须对生产厂家的生产工艺、质量控制的检测手段进行实地调查。原材料的质量控制，除资料报批以及对生产厂家实地考察外，对材料在使10、用前的复检要严格执行。3.5劳动力配备计划3.5.1劳动力配备计划预期正常情况下施工人数为30人，高峰期将达到50人左右。实际施工过程中将根据进度需求量进行动态调整，以保证工程进度需要。3.5.2劳动力素质控制措施（1）我公司将首先选用专业施工人员，利用专业施工队，以最熟练、最直接的方法达到最佳效果。（2）提供数量充足，性能完备的施工机具给予工人发挥技术水平的最大空间；（3）对进场的施工人员进行严格的资格审查制度。为确保施工参与人员的素质，所有专业技术工人必须经过过预审程序，经审查合格者方可进场施工。（4）对现场的专业施工队施工人员实行动态管理，不允许其擅自扩充和随意抽调，以确保队伍的素质和人11、员相对稳定；（5）找到最好的专业厂家生产加工专业构件并负责现场安装一条龙控制的做法，是达到最佳最方便的措施；而各专业的协调，收口交接控制的做法，是达到最佳效果最方便的措施；而各专业的协调，收口交接面则技术部统一处理。（6）所有工程各班组施工实行挂牌施工，责任明确，奖罚分明。3.6现场拟投入主要机械设备及检测仪器3.6.1现场拟投入主要机械设备及检测仪器配置本工程拟投入的主要施工机具包括装修施工机具和安装施工机具等。3.7.2现场拟投入主要机械设备及检测仪器进场计划所有用于本工程的机械设备均于施工前进入施工现场，并根据施工进度计划动态调整现场施工机械，确保现场所有机械均处于良好运作状态，并保证现12、场施工所需。第四章 施工进度计划及工期保证措施4.施工进度计划及保证措施4.1施工进度计划4.1.1施工总体进度计划 本工程总工期为90个日历天，开工日期为 2013年09月27日，计划完成日期为2013年12月26日。4.1.2施工进度计划控制横道图4.2进度计划的管理系统4.2.1进度计划的控制（1）进度计划编制是依据设计图和总工期要求，综合本工程实际情况，遵循进度计划的有关规则形成的，它只是进度计划综合平衡的静态平衡。（2）施工进度计划的实施是动态的，随着施工进展的外部环境及条件在不断发生变化，势必对工程项目本身带来影响，致使进度计划体系从平衡变为不平衡状态。这就要求实施进度计划的部门及13、人员不断深入现场，调查研究，掌握情况，运用统计分析等方法，找出实际完成情况与进度计划指标的差异，分析原因，制定措施，加强生产调度，及时调整进度计划，在动态中求平衡。（3）当进度计划指标可行而外部条件不落实时，就要组织项目经理部及相关部门积极创造相应条件：当某一进度计划指标有潜力可挖时，就要及时调整该指标，使施工资源得到更大的利用或使已投入施工的有限资源充分发挥更大的效益。4.2.2进度计划控制的保证措施（1）项目经理部要动员相关职能部门参与进度计划的编制并集中深入讨论，以明确施工目标及达到施工目标应做的工作。（2）在施工过程中，根据施工工序的要求，往往会出现一些新的施工项目，而这些新项目的时间14、性要求很强，如不迅速投放施工，将影响工程的进展。因此，作为项目经理部及时下达施工任务单能发挥短平快的作用。施工任务单明确施工项目、责任单位及完成时间，一般由部门负责人签发。施工任务单是施工进度计划的辅助形式，具有施工进度计划的同等效力。（3）项目经理部将某一进度计划期限内完成的施工项目列出清单，明确每一施工项目形象进度目标、完成时间、质量要求及奖励标准，并形成正式文件下发分专业队伍执行。各专业队伍逐一完成施工项目时，可向项目经理部提出书面验收申请，项目经理部组织有关部门进行验收。对于符合要求并经签认后，可以给予奖励，对于表现突出的还可以通报表彰，对于不按期完成施工任务，且工作拖沓松懈的专业队伍15、进行处罚，对施工严重滞后的，要给予相应的严厉处罚措施。（4）“方案先行，样板引路”是我公司施工管理的本色，本工程将按照方案编制计划，制定详细的、有针对性的和可操作性的专项施工方案，从而实现在管理层和操作层对施工工艺、质量标准的熟悉和掌握，使工程有条不紊的按期保质完成。（5）在施工进度计划实施过程中，进度计划指标完成情况，工程进度情况，定期进行工程进度分析，其主要内容有：进度计划指标完成情况，是否影响工期目标，劳动力和机械设备投入是否按进度计划进行，是否满足施工进度需要，材料及设备供应是否按进度计划进行，有无停工待料现象；试验和检验是否及时进行，检测资料是否及时签认；施工进度款是否按期支付，建设16、资金是否落实，此外，施工图的发放、工程量的增减及气候条件也要详细分析。通过工程进度分析，总结经验，暴露问题，找出原因，制定措施，确保施工进度的顺利进行。4.3工期保证措施本工程靠一流的施工策划与运作、一流的管理与协调、一流的技术与工艺、一流的设备与材料、一流的承包商与劳动力素质等来实现一流的管理和控制，从而以过程精品达到工程精品，满足业主对工期、质量等方面的要求。4.3.1作好进场前准备工作我公司一旦中标，从宣布中标后，在业主许可的情况下，我公司将会立即组织人员前往工地现场，并着手开始进行现场平面规划、临时设施、劳动力和机械设备的进场、各施工证件的办理、施工进度的安排等。4.3.2建立完善的计17、划保证体系建立完善的计划保证体系是掌握施工管理主动权、控制施工生产局面，保证工程进度的关键一环。本项目的计划体系将以施工总进度网络图为宏观调控计划，施工总进度计划为总体实施计划，以月/旬、周、日计划为具体执行计划。4.3.3人、财、物的保障在本工程上，将委派具有丰富经验和能力的一级建造师和各类专业技术管理人员组成项目经理部，以最大程度地满足本工程的需要。我公司总部除具备强有力的总部对项目实施和管理进行服务和控制外，还具有门类齐全、实力强大的专业化公司所形成的施工保障能力，同时具备组装和组合社会优良资源的经验和能力。4.3.4合理安排各工种/各专业交叉作业4.3.4.1交叉作业的基本要求正如前面18、施工进度计划所叙，在我们编制的计划内，根据各工序的专业特点，统筹安排了各工序的合理穿插，从而为竣工赢得了时间，具体工序安排详见本工程总体施工进度计划表。4.3.4.2交叉作业的原则及措施装修与机电安装之间的交叉施工，历来是工程施工中最尖锐的矛盾，装修与机电安装交叉工作面大，内容复杂，如处理不当将出现相互制约、相互破坏、相互推卸的不利局面，装修与机电之间的交叉施工矛盾就显得尤为突出，所以要重点解决装修与机电安装的交叉矛盾，解决的原则是：（1）机电安装进度必须服从总体进度计划，保证主导工序的施工进度，选择合理的穿插时机，按总体进度计划进行统一组织，安排和协调，使整个工程形成一个和谐、高效的有机整体19、。（2）明确责任，正确划分利益关系。（3）建立固定的协调制度。（4）一切从工程全局出发，各专业队要在项目部的统一组织管理和协调下开展施工，互相帮助，相互谅解，机电安装要为装修施工创造条件，机电安装和装修分包要注意对各自的成品及半成品的保护。4.3.5资金保证措施（1）本项目的资金专款专用，由项目经理部全权负责，公司和其它项目不挪用、不借用。资金专款专用既能充分保证劳动力、施工设备的充足配备和材料及时采购进场，又可以随着工程各阶段关键控制点的完成及时兑现各施工队伍的劳务费用。（2）一线生产工人(主要是农民工)的素质和数量是保证工期是否如约完成的核心。为此，我们在本工程的施工过程中，将严格按北京市20、及招标文件的有关规定执行，确保按月兑现工人的工资，做到不拖、不欠，并接受业主的检查。4.3.6加强与业主方的合作与协调我公司将从工程大局出发，积极协助业主的工作，加强与业主、监理工程师、设计方的合作与协调，积极主动地为业主服务。使现场发生的任何问题能够及时快捷地解决，为工程创造出良好的环境和条件。第五章 主要分项工程施工方法及技术措施5.主要分项工程施工方法及技术措施根据招标文件的要求、国家有关施工规范以及本公司的施工经验与做法，针对本工程特殊情况制定以下的施工技术工艺流程。5.1天棚吊顶工程本装饰工程主要采用的是悬吊式顶棚中的轻钢龙骨纸面石膏板、金属铝板吊顶。5.1.1 轻钢龙骨纸面石膏板吊21、顶5.1.1.1准备工作（1）在现浇板中,按设计和规范要求设置预埋件或吊杆；（2）吊顶内的灯槽、水电管道，应安装完毕，消防管道安装并试压完毕；（3）吊顶内的灯槽、斜撑、剪刀撑等，应根据工程情况适当布置，轻型灯具应吊在主龙骨或附加龙骨，重型灯具或电扇不得与吊顶龙骨连接，应吊挂吊钩。5.1.1.2材料要求（1）按设计要求选择配套的轻钢龙骨，保证其厚度及品质符合国家标准。（2）主件：主副龙骨；附件：吊挂件、连接卡；零配件：吊杆、射钉、螺丝、胀栓、自攻钉等均应符合设计要求并相互配套，所有材料应有出厂合格证。（3）石膏板的品种、规格、质量应符合设计要求，并有出厂合格证明。5.1.1.3工艺流程放线/弹线22、安装吊杆安装主龙骨安装副龙骨起拱调平安装石膏板5.1.1.4施工方法 （1）根据图纸先在墙上、柱上弹出顶棚标高水平墨线，在顶板上画出吊顶布局，确定吊杆位置用机械打眼，采用M8内膨胀螺栓在顶板上固定，吊杆采用8mm镀锌全牙螺杆固定。（2）根据吊顶标高安装主龙骨，基本定位后调节吊挂抄平下皮(注意起拱量)；（3）根据板的规格确定主、付龙骨位置，付龙骨必须和主龙骨底面贴紧，安装垂直吊挂时应用钳夹紧，防止松紧不一。 主龙骨间距一般为1000mm，龙骨接头要错开；吊杆的方向也要错开，避免主龙骨向一侧倾斜；（4）用吊杆上的螺栓上下调节，保证一定起拱度，一般视房间大小起拱5-20mm（房间短向1/200），待23、水平度调好后再逐个拧紧螺帽；开孔位置需将主龙骨加固。（5）施工过程中注意各工种之间配合，待顶棚内的风口、电气管线、消防管线等施工完毕并通过各种试验后方可安装面板。（6）纸面石膏板商标要朝上，板用自攻钉固定，安装时先将板就位，用直径小于自攻钉直径的钻头将板与龙骨钻通，再用自攻钉拧紧，自攻钉钉距150-170 mm，距离边口不小于15mm，略深入板面1mm左右。（7）石膏板要在自由状态下固定，不得出现弯棱、凸鼓现象；板长边沿纵向次龙骨铺设；固定板用的次龙骨间距不应大于600mm；石膏板端接头处必须有次龙骨。（8）螺钉头宜略埋入板内，并不得使纸面破损，钉眼应防锈并用石膏腻子抹平。5.1.1.5质量标24、准 （1）轻钢龙骨和罩面板的材质、品种、式样、规格应符合设计要求。（2）吊杆及主副龙骨安装位置必须正确，连接牢固无松动。（3）石膏板应无脱层、翘曲、折裂、掉角和缺楞等缺陷，安装必须牢固。（4）轻钢龙骨安装应顺直，无弯曲变形，中间应适当起拱。（5）罩面板表面平正整、清洁、颜色一致，无污染、反锈，板缝宽窄一致。5.1.1.6成品保护（1）注意保护好顶棚内各种管线，吊杆龙骨不能固定在管道或其它设备上。（2）材料入场、堆放应严格管理，保证不变形、不受潮、不生锈。（3）龙骨严禁上人踩塌，其它工种吊挂件不得吊于轻钢龙骨上。（4）棚内管道设备试水、试压、保温完毕，隐检完成后再行封板。5.1.1.7质量通病防25、治 （1）拼板处不平整。原因分析：操作不认真，主、次龙骨未调平；选用材料不配套，或板材加工不符标准；拼接处没龙骨。防治措施：先安装主龙骨，并拉通线检查是否正确，然后边安装板边调平，可满足板面平整度；应使用专用机具和选用配套材料，可保证加工板材尺寸符合标准，减少原始误差和装配误差，以保证拼板处平整；板四周接口处均应有龙骨。（2）罩面板大面积不平整，挠度明显原因分析：由于未弹线，吊杆间距偏大或吊杆间距忽大忽小等，吊顶受力不均匀；龙骨与墙面间距偏大，致使吊顶在使用一段时间后，挠度暴露较为明显；次龙骨间距偏大也会导致挠度暴露较为明显；采用螺钉固定时，螺钉与石膏板边的距离大小不均匀或拧破纸面造成不持力；26、次龙骨铺设方向不妥，不是与板长边垂直，而是顺着罩面板长边铺设，不利于螺钉排列。防治措施：按规定在楼板底面弹吊杆位置线，按罩面板规格尺寸确定吊杆间距；从稳定方面考虑，龙骨与墙面之间的距离应小于100 mm。如选用大块板材间距以不大于500 mm为宜；在使用纸面石膏板时，自攻螺钉与板边或板端的距离不得小于10 mm，也不宜大于16 mm，板中间螺钉的间距不大于200 mm；铺设大块板材时，应使板的长边垂直于次龙骨方向，以利于螺钉排列和紧固；吊杆与吊件均锁紧，不得松动。5.2地面石材铺贴工程5.2.1基本工序（1）20厚大理石板（正、背面及四周满涂防污剂二道），灌稀水泥浆（或彩色水泥浆）擦缝；（2）27、撒素水泥面（洒适量清水）；（3）30厚1:3干硬性水泥浆粘结层；（4）砼或水泥砂浆找平层；5.2.2施工准备施工前应将砼垫层清理干净，洒水湿润，如基层发现有空鼓现象，应其清理干净，重新对空鼓部位进行找平。石材六面已进行防护处理。5.2.3作业准备（1）材料进场需检验合格，石材品种、规格数量齐全；（2）机电、土建隐蔽工程均已验收合格并有书面交接手续；（3）操作面应进行封闭施工，禁止交叉作业，确保施工质量及装饰效果；（4）所有轴线、标高线已与监理进行文字书面交接，经实测量放线检查无误；（5）对项目部全体员工及作业队进行完整的技术交底，并做好书面记录。5.2.4材料要求 （1）石材品种、规格、花色、28、尺寸、质量应符合设计和规范要求。（2）水泥使用高标号普通硅酸盐水泥。（3）中粗砂应过筛并洁净。5.2.5工艺流程 清理基层放线试拼编号刷护理浆或结合层铺砂浆铺石擦缝清理打蜡5.2.6施工方法 （1）基层修补：检查基层平整情况，偏差较大的应事先剔凿和修补，并将基层清扫干净。（2）抄平放线：按水平线控制平整度，按轴线控制板缝，以符合设计要求，高档地面石材应讲究对称。（3）挑材选料：将有缺陷和局部污染的石材挑出来，完好的石材进行平整度几何尺寸测量和套方检查，确保用料合格。（4）对色编号：正式铺设前进行试拼，达到品种规格颜色、纹路基本一致符合设计要求后统一按两个方向编号。石材涂刷石材护理液。石材背面网29、格及胶应除去。（5）铺设顺序：弹线后应先铺设若干条干线作为基准，起标筋作用。一般先由走廊中线往两侧采取退步法铺贴。（6）正式铺贴：石材铺贴之前应先试铺。地面提前浸湿，在找平层上均匀刷一道素水泥浆，随刷随铺20mm以上厚1：2.5干硬性水泥砂浆作粘结层。板块后刮素浆安放，用橡皮锤敲击，既要达到铺设高度，又要使粘结层平整密实。（7）擦缝清理：石材饰面板铺设干硬后，再用配套嵌缝剂填缝嵌实，面层用干布擦拭干净。5.2.7成品养护板材铺设24小时后，应洒水养护1-2次，以补充砂浆在硬化过程中所需要的水分，保证板材与砂浆粘结牢固， 养护期天之内禁止踩踏，交工前打蜡。5.2.8质量标准 （1）石材品种规格质30、量必须符合设计要求。（2）面层与基层粘结牢固、无空鼓。（3）石材表面清洁，光亮、光滑、色泽一致、接缝均匀、周边顺直、板块无裂缝、掉角和缺楞等现象。（4）踢脚线表面清洁、接缝均匀、高度一致、结合牢固、出墙厚度适当。5.2.9成品保护 （1）石材运输应有包装，现场存放要垫木方，一般采用板块立放、光面相对。不得雨淋、水泡、长期日晒、尤其注意防止草绳污染。（2）试拼应在地面平整的房间进行，试拼或安装人员应穿软底鞋。（3）运输石材及水泥砂浆时应采取措施防止碰撞已作好的墙面、门口等。（4）铺砌石材时应防止污染墙面和其它房间地面，操作人员随铺砌随擦净。（5）新铺砌石材的房间应临时封闭，覆盖塑料薄膜及纤维板，31、严禁上人行走。5.2.10石材地面空鼓原因及防治（1）空鼓原因石材地面铺装后空鼓是装饰工程质量通病，产生的原因是多方面的，主要有：基层清理不净、背胶未除或浇水湿润不够；刷水泥浆结合层不均匀或面积过大、风干起隔离作用；干硬性水泥砂浆任意加水，放置时间过长；板面有浮土未浸水；上人、上物过早。（2）防治办法认真做好基层处理，将楼板上的杂物清净，用钎子剔掉落地灰，用钢丝刷刷净浮浆层，用清洁剂除掉油污后清扫干净。铺装前用喷壶将地面均匀洒水一遍，刷一层素水泥浆（水灰比0.4-0.5）刷的面积不要过大，随铺随刷；铺结合层1：2.5干硬性水泥砂浆（干硬程度以手捏成团落地即散为好，并注意随伴随用，不能长久放置）32、，铺好后用大木杠刮平，用抹子拍实找平；将石材放好位置，用橡胶锤震实，掀起补灰，面板背侧满刮素水泥浆后重新放平震实。做好板材预处理，地面石材要预拼编号，有背胶的背胶要提前除去，石材六面均应刷上护理液备用。注意保护和养护：石材铺完24小时后，要指派专人用塑料养覆盖，养护7天以上；地面完成的房间要临时封闭，严禁一周内上人或堆放物料。严格认真不折不扣地执行施工工艺标准和操作规程是防止产生质量通病的重要的措施保证。5.3乳胶漆工程5.3.1施工准备 （1）材料准备：所选用的乳胶漆必须符合设计要求，本道工序主要材料为：乳胶漆、嵌缝石膏、滑石粉或大白粉、纤维素、白乳胶、穿孔纸带。（2）机具及工具准备：搅拌机33、砂纸机、排刷、小灰桶、铲刀、抹子（刮板）、毛刷等。5.3.2作业条件 （1）天棚/墙面及设备施工完毕，表面清洁干净。（2）施工的环境温度能保证正常施工；（3）所需的耐水腻子已搅拌完毕，达到使用要求。5.3.3材料要求 （1）乳胶漆品种、颜色、质量必须符合设计要求和国家标准，并有产品出厂合格证。（2）所有乳胶漆应为同一厂家、同一品种、同一批号，最好一次进齐，注意材料保质期。（3）辅料：基层腻子粉质量应符合设计要求并有出厂合格证明。5.3.4工艺流程 基层处理补缝、分层刮腻子打磨找平分层喷、滚、刷浆打磨罩面5.3.5施工方法 （1）基层处理墙面/天棚基层有坑、洞的需用1：3的水泥砂浆或聚合物水泥34、砂浆修补，表面有麻面及缝隙的应用腻子填补齐平；表面垂直度、平整度、强度均符合计要求；板缝用专用纸带、布条、嵌缝石膏粘贴补平；墙面必须干燥；清理罩面面板缝隙；用防锈漆点刷所有螺钉帽。（2）嵌缝第一道腻子：用钢抹子第一遍横向满抹，用穿孔纸带封住接缝用嵌缝石膏；第二道腻子：轻抹板面并修边，宽度均为180mm，再次覆盖螺钉部位；第三道腻子：抹一层嵌缝石膏腻子，其宽度约为270mm；一抹子紧接着一抹子,接头不得留槎，每抹一板收头要干净利落。第二遍竖向满抹，第三遍用胶皮刮板找补腻子，每遍干燥后用细砂纸磨平磨光，不得遗漏或将腻子磨穿。（3）满刮腻子、打磨第一遍满刮腻子、打磨：要求刮薄、刮匀，不留野腻子。腻子35、干燥后，用砂纸磨平磨光。第二遍满刮腻子及磨光：收缩裂缝、不平处、要得补腻子，腻子干燥后，打磨平整后清扫干净；第三遍腻子及磨光：用2m靠尺先检查，不平整的部位，再用腻子抹平，腻子干燥后，再打磨平整，清扫粉尘。（4）刷乳胶漆依现场不同情况可采用机喷、滚涂、排笔涂刷（小面），涂刷顺序是先顶后墙，先上后下；第一遍可适当加水稀释，前二遍漆膜干燥后，用细砂纸将墙面小疙瘩和排笔毛打磨掉，并清扫干净；第三遍应连续迅速操作，从一头开始，逐渐刷向另一头，上下顺刷互相衔接，后一滚或一排笔紧接前一滚或一排笔，避免出现透底、接茬明显或刷纹明显；应注意滚涂方向及搭接度，毛滚必须清洁；乳胶漆使用前将乳胶漆倒入大容器内搅拌均36、匀；使用中需不断搅拌。乳胶漆应一次备足，以免颜色不一致影响效果。5.3.6质量标准（1）选用乳胶漆的品种、质量及颜色必须符合设计和选定样品的要求以及有关规定；（2）严禁掉粉、起皮、漏刷和透底。5.3.7成品保护 （1）已完成的顶墙面乳胶漆成品做好保护，防止其它工序对产品的污染和损坏。（2）室内浆活进行时应注意保护已装好的电气开关、插座的电气产品及设备管道的保护、防止刷浆时造成污染。（3）对已完成的地面面层进行保护，防止落浆造成污染。（4）移动浆桶及施工工具时严禁在地面上拖拉，防止损坏地面面层。5.4地毯铺装工程5.4.1工艺流程基层处理裁剪地毯铺贴地毯边缘固定验收5.4.2操作要点（1）基层处37、理：铺前基层混凝土地面应平整，无凸凹不平处，凸出部分应先修平，凹处用107胶水泥砂浆找平，基层表面应保证平整清洁，干燥基层表面的含水率要小于8%；基层面上粘结的油脂、油漆蜡质物，应用丙酮、松节油，或砂轮机清净。（2）地毯下料：按房间大小（依房间尺寸为依据）裁毯下料，裁下的每段地毯长要比房间长约2cm，宽度要以裁去地毯边缘线后的尺寸计算，裁后卷好编号，对号进入房间（也可在现场裁）。（3）采用木卡条（倒刺板）固定地毯时，应沿房间四周靠脚1cm2cm 处，将卡条固定于基层上。在门口处，为不使地毯被踢起和边缘受损，达到美观的效果，常用铝合金卡条、锑条固定。卡条、锑条内有倒刺扣牢地毯。锑条的长边与地面固38、定，待铺上地毯后，将短边打下，紧压住地毯面层。卡条和压条可用钉条、螺丝、射钉固定在基层上。（4）地毯是背面接缝。接缝时将地毯翻过来，使两条缝平接。用线缝后，刷白胶，贴上牛皮胶纸。缝线应结实，针脚不必太密。也有用胶带接缝的方法，即先将胶带按地面上的弹线铺好，两端固定，将两侧地毯的边缘压在胶带上，然后用电熨斗在胶带的无胶面上熨烫，使胶质熔解，随着电熨斗的移动，用扁铲在接缝处辗压平实，使之牢固地连在一起。用电铲修葺地毯接口处正面不齐的绒毛。（5）用张紧器（或膝撑）将地毯在纵横方向逐段推移伸展，使之拉紧，平伏地坪，以保证地毯在使用过程中遇到一定的推力而不隆起。张力器底部有许多小刺，可将地毯卡紧而推移。39、推力应适当，过大易将地毯撕破；过小则推移不平。推移应逐步进行。用张紧器张紧后，地毯四周应挂在卡条上或铝合金条上固定。（6）块料地毯完全铺好后，用刀裁去多余部分，并用扁铲将边缘塞入卡条和墙壁之间的缝中，用吸尘器吸去灰尘等。（7）块料地毯作活动式铺设，基层要求平整光洁，不能有突出表面的堆积物。要清理干净，弹好分格控制线。（8）块料地毯宜从中央开始向四周展开铺排，至收口部位可选择适宜的收口条。与其他材质地面交接处，如标高一致，可选用铜条或不锈钢条；标高不一致，一般选用铝合金收口条，将地毯的毛边伸入收口条内，再将收口条端部砸扁，即起到收口与边缘固定的双重作用。5.4.3质量标准（1）地毯的品种、规格、40、颜色、花色、胶料和辅料及其材质必须符合设计要求和国家现行地毯产品标准的规定。（2）地毯表面应平服、拼缝处粘贴牢固、严密平整、图案吻合。（3）地毯表面不应起鼓、起皱、翘边、卷边、显拼缝、露线和无毛边，绒面毛顺光一致，毯面干净，无污染和损伤。（4）地毯同其也面层连接处，收口处和墙边、柱子周围应顺直、压紧。5.4.4成品保护（1）地毯开卷时如发现有起鼓现象，应立即卷回头，再重新平移展开。（2）使用胶粘剂粘结地毯时，其胶液不得污染地毯。（3）地毯施工时，其烟头不得扔在地毯上，且不得在地毯上熄灭烟头。5.5装饰板墙面施工工艺5.5.1材料要求：（1）木材的树种、规格、材质等级，应符合设计图纸要求及木结构41、工程施工及验收规范的规定。（2）龙骨料一般用红松烘干料，含水率不大于12，材质不得有腐朽、节疤、劈裂、扭曲等缺陷，并预先经防腐处理。（3）衬板选用15mm厚细木工板。（4）面板采用竹丝吸音板。（5）辅料：粘贴剂、防腐剂、乳胶、氟化钠（纯度应在75以上，不含游离氟化氢，它的粘度应通过120筛）；钉子：选长度规格应是面板厚度的2-2.5倍。5.5.2主要机具小电动台锯、小电动台刨、手电钻、木刨子、大中小槽刨、木锯、细齿刀锯、斧子、锤子、平铲、冲子、螺丝刀、方尺、割角尺、小钢尺、靠尺板、线坠、墨斗等。5.5.3施工作业的相关条件（1）安装木护墙板的结构面及洞口过梁处应预埋好木砖或铁件。（2）木护墙板42、的骨架安装应在安好门窗口、窗台板后进行，钉装面板应在抹灰墙面及地面做完后进行。（3）木材的干燥应满足规定的含水率，护墙龙骨应在须铺贴面刨平后刷防腐剂。（4）施工分项工程量较大且较复杂时，施工前应绘制大样图，并应先做样板，样板经验收合格后才能大面积进行作业。5.5.4施工工艺流程：找位与弹线检查预埋件与洞口铺、涂防潮层龙骨制配与安装钉装衬板钉装面板5.5.5施工技术措施：（1）找位与弹线：木护墙板安装前应根据设计图集要求，事先找好标高，平面位置、竖向尺寸进行弹线。（2）核查预埋件及洞口：弹线后检查预埋件，木砖或木楔是否符合设计要求，排列间距尺寸、位置是否满足钉装龙骨的要求；量测门窗及洞口位置尺寸43、是否方正垂直且与设计要求是否相符。（3）铺、涂防潮层：设计有防潮要求时木护墙、木龙骨安装必须找方、找直，骨架与木砖间的空隙应垫木垫，每块木砖至少用2个钉子钉牢，再装钉龙骨时应预留出板面厚度。木龙骨与墙体接触面要进行防腐处理，其余三面进行不少于三遍的防火涂料的处理。（4）衬板安装：在龙骨安装完毕后检查合格安装15mm厚细木工板做衬板，要求衬板钉牢固，钉子的固定间距控制在200mm左右，背面刷防火涂料，拼接板之间应预留5mm左右伸缩缝隙，保证温度变化的伸缩量。（5）安装面板：面板选色陪纹：面板进场使用前，按同房间、临近部位的用量进行挑选，是安装后从观感上木纹、颜色一致。裁板配制：按龙骨排尺，大于龙44、骨间距进行裁板，据裁后大面应净光（胶合板材严禁侧净），小面刮直。面板长向对接配制时必须考虑接头位于横撑处，板背面应做卸力槽，以防板扭曲变形，一般卸力槽间距为100mm，槽宽10mm，槽深6-8mm。面板安装：面板安装前对龙骨位置、平直度、钉设牢固情况、防潮层等构造要求进行检查，合格后进行安装；面板配好后进行试装，面板尺寸、接缝、接头处构造完全合适，木纹方向、颜色观感尚可的情况下，才能正式进行安装；面板接头处安装时应涂胶与龙骨钉牢，钉固面板的钉子规格应适宜，钉子长度约为面板厚度的2-2.5倍，钉子间距一般为100mm，钉帽应砸扁，并用冲子将钉帽顺木纹方向冲入面板1-2mm；钉贴脸：贴脸料应进行挑45、选、花纹、颜色应与框料、面板近似。贴脸的规格尺寸、厚度应一致，接茬应顺平无错槎。5.5.6质量标准（1）保证项目：树种、材质等级、胶合板的品种、木材的含水率和防腐、防火措施必须符合设计要求和施工规范规定。细木制品与基层或木砖镶钉必须牢固无松动。（2）一般项目制作：尺寸正确、表面平直光滑，棱角方正，线条顺直，不露钉帽，无刨槎、刨痕、毛刺和锤印。安装：位置正确，割角整齐，交圈、接缝严密，平直通顺，与墙面紧贴，出墙尺寸一致。木护墙、木筒子板、贴脸安装允许偏差。5.5.7成品保护措施（1）细木制品进场后应储存在室内仓库或料棚中，保持干燥、通风、并安制品的种类、规格搁置垫木水平堆放。一般要求在进场检查合46、格后封一遍清漆保证饰面板不变形。（2）配料应在操作平台上进行，不得直接在没有保护措施的地面上进行成品操作。（3）在窗套安装过程应在窗台上铺垫保护垫层。不得直接站在窗台板上操作。（4）护墙板安装过程应刷一道底漆，以防干裂或污染。（5）为保护细木成品，防止碰坏或污染，尤其出入口处，应及时采取保护措施，如装设保护条、护角板、橡胶膜，设专人看管等。5.5.8施工应注意的质量问题：（1）质量问题面层板安装后出现花纹错乱、颜色不匀、棱角不直、表面不平、接缝处有黑纹及接缝不严；或压顶条粗细细不一，高低不平，劈裂等，筒子板、贴脸板割角不严、不方。面层明钉缺陷：硬木装修钉眼过大。贴脸、压缝条、墙裙压顶线等端头劈47、裂以及钉帽外露等（2）原因分析面板材料混批，安装前未对色、对花；胶合板面透胶或粘贴时板缝余胶未清除净，上清漆即出现黑纹。门窗框未裁口或打槽，使筒子板正面直接贴在门窗框的背面，盖不住缝隙，造成结合不严。木墙裙压顶条断面较小，现场加工困难，或虽购入成品，但未挑选，造成粗细不匀。同时因压条断面太小，钉钉时容易钉劈。筒子板、贴脸的45角割的不准，锯割后未用细刨刨平或砂纸刹平，造成割角不严、不方。钉帽打得不够扁，或打扁的钉帽横着木纹往里钉。铁冲子太粗或冲偏。钉前没有木钻引眼。面板拉缝处，露出下面龙骨上的大钉帽（3）防治措施面板材料含水率应不大于12。胶合板（切片或旋片）的厚度应不小于，厚木板材要求拼花时48、，厚度应小于；不要求拼花时，厚度应不小于，但背面均须设置变形槽。企口板块宽度不宜大于100。面层板材料要纹理顺直，颜色均匀，花纹相似。贴脸条要求线条清晰平直。精选使用切片时，尽量将花纹木心对上。一般花纹大的安装在下面；花纹小的安装在上面，防止倒装。颜色好的应用在迎面，颜色稍差的用在较背的部位。做面层每格之间缝宽度约。要求较高时可加金属条。木护墙纵向接头做好在窗口上部或窗台以下，避开视线敏感范围，面板安装前先设计好尺寸找直调装满意，然后正式安装。木墙裙的顶部要拉线找平。木压条要挑选粗细一致、颜色相近的钉在一起，阴角接头采用上半部下半部平顶的接法。打扁后的钉帽要小于钉子直径，扁钉帽应顺木纹往里卧入49、。钉子位置应钉在两根木筋之间。铁冲子要呈圆锥形，不要太尖，但应保持小于钉帽的状态。钉帽冲入板面下1mm左右。面板木料较硬，应先用木钻引个小眼，再钉钉子。钉劈的部位，应将钉子起出，用胶将劈裂处粘好，待固结后，再用木钻在裂缝两边引小眼，补钉固牢。面板拉缝处龙骨上露出大钉帽，可用铁冲子将其冲进10mm左右，再用相同的木料粘胶补平。第六章 质量体系及保证措施6.质量体系及保证措施6.1质量要求及质量控制内容6.1.1概述为使本工程项目达到优良标准，公司将严格地按照ISO9001质量管理体现的规程进行操作，以科学的施工计划、一流的施工技术，严格的施工规程加上丰富的工程管理经验来保证工程质量。6.1.2质50、量要求：（1）严格按照基本建设程序办事；（2）严格按照国家标准、规范进行施工和验收，绝不降低标准；（3）严格按照国家档化对装饰产品进行检查，并对合格产品进行验收；（4）及时分析、研究质量状况、存在问题和对策。6.2质量检查制度6.2.1质量检查制度（1）加强质量意识教育。使全体职工认识到保证和提高质量对国家、企业和个人的重要意义，树立“质量第一”和“为用户服务”的思想。（2）进行ISO9001质量保证体系知识的普及宣传教育。要使企业全体职工了，了解全面质量管理知识的基本思想、基本内容；掌握其常用的数量统计法和质量标准；（3）技术和管理人员要熟悉施工验收规范、质量评定标准，原材料、构配件的技术要51、求及质量标准，以及质量管理的方法；（4）建立和健全专职质量机构，明确职责分工。建立质量管理小组或配备专职检查人员；班组要有不脱产质量管理员。从上到下形成一个完整的质量管理组织系统；（5）质量检验人员能正确掌握检验和计量测试方法，熟悉使用其仪器、仪表和设备。使全体职工具有专职的质量技术业务知识和能力；（6）本工程成立质检小组，全面负责本工程自施工开始至工程竣工全部质量内容；（7）质检人员对发现的质量问题经组长汇报后必须采取有效措施给予整改；（8）质检人员必须在每天工作时间内到现场巡视并作好检查记录归档管理；（9）施工过程中因质量问题造成损失，经质检小组大会讨论后必须对有关人员进行处罚；（10）施52、工过程中存在质量问题而质检人员未发现的，公司将按公司员工手册进行处罚。6.2.3质量检查程序（1）预检：由施工员主持。在工人大批入场前进行主要检查内容。建筑物楼层标高，楼梯尺寸的复测；建筑物柱、梁、中心线的检查；水、电、空调、消防出口留洞位置、标高、走向等检查；地面平整度及坡度的检查；墙（柱）面垂直和平整度检查；其它；（2）隐蔽工程检查：由质检员主持，组织施工员、施工班组长，甲方、总包方、监理单位代表共同进行。主要检查项目有：吊顶上有固定件、层架钢结构（焊接情况，平整度）、龙骨。地面的基层、垫层、卫生间防水。墙（柱）面金属固定层架结构、固定件。木门套夹板墙之内部木龙骨、夹板的防火涂料。6.2.53、4分项工程检查由施工员组织质检员，各分项工程项目技术负责人、施工队长，施工班组长共同进行检查，并作检查记录。6.2.5操作工人“三检”（自检、互检、交接检）施工队长领导班组工人进行“三检”（1）自检：操作工人在施工过程中，按施工技术交底及有关规范要求，随时自我检查并整改的过程。（2）互检：同班组操作工人，在操作过程中，按技术交底及有关规范要求，随时进行他人质量检查并整改，检查组织由班组长领导。（3）交接检：上道工序的施工班组完工后下一道工序将继续操作的施工组进行交接检查验收，交接检，由施工员组织。6.2.6工程竣工检查由工程总监主持。施工单位组织并邀请甲方代表、总承包方代表、监理公司代表、设计54、单位代表，必要时邀请地方质量监督站工作人员共同参加的检查验收。6.3质量控制制度6. 3.1施工准备阶段的质量检查控制严格贯彻执行国家关于建设工程质量管理条例和工程建设标准强制性条文的有关规定；（1）对设计图纸进行仔细认真的阅读和会审，避免出现工程返工防止由于图纸差错而贻误工程质量和施工进度；（2）重点审查装修设计与水、电、空调等设备图纸有无矛盾、冲突；装修设计的尺寸、标高是否有误，与建筑现状是否矛盾；图纸的深度是否满足施工要求，节点大样和材料做法是否科学、合理；（3）各种设备的规格型号和数量是否正确，消防、环保节能等设计是否符合有关规范等。6.3.2原材料、成品和设备供应的质量保证的检查控制55、配备专人加强对建筑装饰材料、成品和水、电、空调等设备的规格、性能和技术参数的质量进行监控；（1）必须取得材料、成品和设备的质量合格证书，不合格产品一律不得进场、入库和使用；（2）材料设备由专人保管，防止损坏和变形。不同型号、规格的材料成品、设备不得混存、混装。第七章 安全施工和文明管理措施7.安全施工和文明管理措施安全施工和文明管理是我公司在本工程中的重要环节。文明施工，它是施工现场管理的一项重要基础工作，是在施工现场管理中按照现代施工的客观要求，为施工现场保持良好的生产环境和施工秩序，以达到提高劳动率、安全生产和保证质量的目的。坚持施工现场的文明对加强本工程安全施工的基础性管理工作有着重要意56、义。在本装饰改造工程的项目管理中，对抓好安全施工、文明管理是工程保证质量的重要举措。7.1安全施工的措施7.1.1落实安全责任、实施责任管理措施（1）本工程是项目施工负责制，实现由项目经理全面负责的职能。因此项目经理是施工安全检查管理第一责任人；（2）建立、完善以项目经理为首的安全生产领导，开展安全管理活动；（3）由项目经理建立各级人员安全生产责任制度，明确各级人员的安全责任，抓制度落实、抓责任落实，定期检查安全落实情况，及时报告；（4）建立、完善从事安全管理人员的持证上岗及其操作的规章制度；（5）安全施工责任落实情况的检查，必须有详细的记录。7.1.2落实安全教育、安全训练、管理措施（1）对57、管理、操作人员的强化安全教育；（2）对工人（特别是新工人）的强化安全教育和训练；建立好台帐记录；（3）三级安全教育和训练的落实；（4）对特殊工种、操作特殊机械、特殊环境施工的安全教育和训练。（5）订立奖惩制度和实施办法。7.1.3落实安全检查措施（1）检查各级的管理制度和实施情况，由项目经理和项目安全员稽。（2）查制度、规程的执行情况。（3）认真处理稽查中发现的问题，进行奖罚。（4）检查要制度化，要定期不定时实施。7.1.4落实施工作业标准化措施（1）根据公司的施工作业标准及操作程序，强化职工的工作意识。（2）严格机械的操作规程，训练职工的机械作业的技能。（3）禁止无证上岗和岗位串岗作业。7.58、2文明管理措施7.2.1对严格劳动纪律，遵守操作与安全规程采取的措施（1）每天上班前，召开班前交底会，由班组长布置当天的施工任务、操作要求和应注意的问题，严格执行操作规程。（2）建立安全生产责任制，加强规范化管理，进行安全交底、安全教育和安全宣传，严格执行安全技术方案。（3）定期检查和维护施工现场的各种安全设施和劳动保护器具，保证安全有效。7.2.2对施工现场布置采取的措施（1）做到按施工平面布置图安置各项临时设施，堆放大宗材料、成品、半成品和机具设备，不得侵占场内道路及安全防护设施等。（2）施工机械进场必须经过安全检查，须检查合格后，方能使用，施工机械操作人员必须建立机组责任制，并且按有关规59、定持证上岗。（3）严格按照施工组织设计架设施工现场的用电线路，严禁任意拉线接电；用电设施的安装和使用必须符合安装规范和安全操作规程的要求。（4）夜间加班施工照明设施，必须符合施工安全的要求；危险潮湿场所的照明以及手持照明灯具，必须采用符合安全要求的电压。（5）现场供、配电箱必须符合有关安全要求，移动导线必须使用符合电压等级要求的专用移动电缆，严禁使用不符合安全要求的导线、电气设备及器具。7.2.3对严格遵守国家有关环境保护的法律规定采取的措施（1）严禁在施工现场焚烧建筑垃圾，防止有毒有害气体的发生。（2）妥善处理泥水浆水，未经处理不得直接排入城市排水设施和河流。（3）采取有效措施施工过程中的灰60、尘、生活垃圾和零星建筑垃圾实行袋装化。（4）禁止对有毒有害弃物乱摊乱放，防止污染。（5）对产生噪声、振动的施工机械，应采取有效控制措施，减轻噪声的发生。有了安全生产管理措施和文明管理措施，只能说是有了行动指南，主要还是重于通过检查，不断发现问题，不断采取新办法的新措施来解决问题，针对所在问题采取改进措施的计划，提高现场职工的素养，从而创造一个整齐、清洁、方便、安全的施工现场环境，实现工程项目的顺利完成。附表一：拟投入本工程的主要施工设备表序号机械或设备名称型号规格数量国别产地制造年份额定功率（KW）生产能力用于施工部位备注1电动木工开料机大型2台 国产20054.54.5装饰装修2电动木工压刨61、机大型2台广州20053.53.5装饰装修3电焊机小型1台广州200666吊顶4电锤各型5把日本200577吊顶5手电锯寸3把国产20061.51.5装饰装修6修边机小型3把国产200666装饰装修7角向磨光机2把广州200566石材装饰8气泵3台国产200677木工9手电钻6把国产20061.51.5木工10直钉枪10把国产200566装饰装修11弯钉枪3把国产200666装饰装修12蚊钉枪10把国产200577装饰装修13砂轮切割机3台广州200666吊顶14总配电柜1只国产2007整个施工15配电箱2只国产2008整个施工附表二拟配备本工程的试验和检测仪器设备表序号仪器设备名称型号规格数62、量国别产地制造年份已使用台时数用途备注1激光水平仪VH800R3国产2011580装饰装修附表三：劳动力计划表 单位：人工种按工程施工阶段投入劳动力情况9.27-10.3011.1-11.3012.1-12.26木 工22186水暖工884空调工1284电 工353多媒体工6122油漆工5102美 工4148地板工212杂务工1081242附表四：计划开、竣工日期和施工进度横道图44附表五施工总平面图附表六临时用地表用途面积（平方米）位置需用时间 精品文档 精品文档 精品资料 精品文档- 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