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'XX商业二期（中空玻化微珠外墙外保温）专项施工方案编制人：审核人：审批人：施工单位：XX有限公司24
第一章概述第一节、工程概况第二节、编制依据第三节、编制说明第二章施工组织设计第一节、施工组织机构及措施第二节、施工组织管理机构及岗位职责分工第三节、施工管理重点第三章、施工方案设计第一节、玻化微珠体系介绍第二节、工艺流程第三节、材料配制第四节、工程材料技术指标第五节、技术构造第六节、作业条件第四章、工期及进度计划第一节、工程工期第二节、施工工期组织原则第五章、质量控制措施第一节、施工技术保证措施第二节、保温系统质量验收第三节、工程质量保证措施第四节、成品保护措施第六章、劳动力安排与计划第七章、施工机械的配备第一节、机械的配备第二节、机械设备和器具管理第八章、安全文明施工及雨季施工措施第一节、安全生产施工措施第二节、雨季施工准备措施第九章、安全应急预案第一节、安全事故应急预案第十章、与各单位的配合措施第十一章、工程技术档案第十二章、售后服务措施及承诺24
第一章概述第一节、工程概况XX工程位于XX市XX县XX镇。场地四周均为拟建和成型建筑，场地两侧还架设有高压线路，施工区域狭小。本工程由X栋高层住宅拟建筑物组成。高层住宅结构型式为剪力墙结构，基础采用笩板基础。裙房建筑为2～3层钢筋混凝土框架结构，基础采用柱下独立基础。均设2层地下室，地上建筑为29层，层高3m。规划总面积约为XX万平方米。±0.000标高相当于绝对标高XXm。本工程建筑抗震设防类别标准设防类（丙类），建筑结构安全等级为二级，地基基础设计等级：甲级；地下室框架抗震等级为三级，地下室顶板与主楼墙相连的框架梁抗震等级为二级；在正常使用条件下，结构设计使用年限为50年。本工程采用中空玻化微珠外墙外保温技术，面砖饰面，保温层厚度为30mm厚。采用抹面方式，专用胶粉料以专用砂浆压入耐碱网格布增强，再用罩面抗裂砂浆刮平，作为中空玻化微珠保温层的保护层处理。第二节、编制依据《民用建筑热工设计规范》GB50176-93《夏热冬冷地区居住建筑节能设计标准》JGJ134-2010《公共建筑节能设计标准》GB50189-2005《建筑工程施工质量验收统一标准》GB50201-2001《建筑装饰装修工程质量验收规范》GB50210-2001《建筑保温砂浆》GB/T20473-2006《四川省居住建筑节能设计标准》DB51/T5027-2008《外墙外保温工程技术规范》JGJ144-2004《砌体工程施工质量验收规范》GB50300-2001《建筑抗震设计规范》GB5011-2001《建筑节能工程施工质量验收规范》GB50411-2007《水泥基复合膨胀玻化微珠建筑保温系统技术规程》DB51/T5061-200824
第三节、编制说明本施工组织设计师根据设计施工图纸及其外保温设计方案，在充分了解该工程全面情况后，依据国家建筑及建筑节能相关技术规范规定，结合我公司在建筑墙体保温隔热工程施工中积累的经验编制而成，是外墙中考玻化微珠保温工程施工的技术指导性文件。第二章施工组织设计第一节、施工组织机构及措施项目负责人：（负责对整个工程的质量、进度、安全进行协调管理，含技术及材料监控）项目工长：（负责整个施工现场的人员安排及进度控制）针对本工程施工特点和建筑节能设计设计有关要求，结合本公司在类似工程施工中的成功经验，我公司将组建工程项目部从施工组织管理机构入手，明确施工管理目标和各级人员管理职责，制定各项管理制度和施工管理重点，建立健全质量保证体系和施工技术保证措施。在公司对所属项目部正常管理前提下，针对本工程施工管理工作，公司将直接负责对工程从施工组织、施工方案的落实到施工全过程的指挥、安排、协调、以及人、财、物等各方面的保证工作，并加强同业主、质检、监理、设计的联系，及时解决施工中发生的问题，确保工程施工安全、优质、高速的顺利完成。对于工程施工的管理，公司将通过每月生产大检查、领导小组现场会、公司质量安全部门、施工技术部门每周检查及派人员常驻施工现场监督、以协助项目部工作、及时反馈消息等措施，达到公司对施工管理的目的。第二节、施工组织管理机构及岗位职责分工一）、项目部组织机构工程项目负责人技术负责人施工工长抹灰工工长施工员质检员安全员材料员技术业内泥工工长24
项目部组织管理机构图二）、岗位职责：1、项目负责人岗位职责1.1负责工程的生产组织、管理活动，协调项目各部门工作；1.2组织现场施工，合理调配劳动力和项目的日常、内部管理；1.3全面负责工程技术质量工作，并协调施工技术管理工作；1.4参与制定重要施工技术方案；1.5参与制定、贯彻工程质量、安全目标，并组织实施质量、安全保证体系；1.6参与解决工程施工过程中出现的技术问题；1.7负责施工过程中的质量监控，加强施工管理；1.8负责施工过程中的文明施工和标准化文明施工现场的创建工作；2技术负责人岗位职责2.1在项目负责人和公司的领导下，负责项目工程的技术管理工作，协调各工作技术的交叉作业；2.2负责项目工程的施工技术，质量安全和施工档案资料工作，编制施工组织设计或施工方案，建立质量、安全保证体系，并督促实施；2.3认真贯彻《施工验收规范》、《工艺操作规程》、《安全操作规程》等有关规范、规程。组织图纸预审和参加图纸会审、审查施工大样图和签发外加工计划；2.4贯彻执行经批复的施工组织设计、施工方案；主持项目工程技术交底工作，在施工中对重要部位、关键工序进行技术指导和监督，并负责处理工程质量和安全技术问题；2.5主持隐蔽工程检查验收和样板工程的认定工作。参加施工预检和施工验收，参加质量回访工作；2.6主持项目工程技术会议、技术培训、质量安全教育；3、施工现场管理员岗位职责3.124
按国家、行业技术标准、规范、规程及项目施工组织设计、施工作业文件等要求和内容组织施工；3.2及时检查、处理施工中的问题，认真进行施工质量自检，并参与项目组织的质量检查评定，对分管的施工产品质量负直接责任；3.3对违反操作规程的作业行为要及时制止、纠正，并按权限予以处置；3.4做好施工日志的填写工作；第三节、施工管理重点一、前期施工准备目前我公司已作好了对该工程施工的各项准备工作，包括项目管理机构的组建、施工作业人员的安排、施工机械设备落实、落实外墙中空玻化微珠及各种辅助材料的准备以及施工进度计划和施工方案的研究和优选等工作，以保证工期如期开工并顺利实施。二、施工顺序、进度计划及与土建施工方的配合施工顺序的确定、进度计划的安排和实施以及与土建施工方的配合等工作将关系到整个工期的实现。因此，应根据本工程施工的实际情况，制定周密的与土建施工方相配合的措施，包括施工管理人员的组成，相互之间的技术交底、相互联系、相互检查督促，保证整个工程施工的顺利进行。三、施工队伍管理加强施工队伍管理，提高施工人员素质，落实各项管理制度，关系到本工程各项施工管理目标的实现，在本工程的施工建设中，应做到“制度健全、责任落实、管理到位、奖惩分明”，重点抓制度的健全和落实。四、质量与安全工作工程施工质量与安全工作，关系到企业的生存和社会形象。认真执行公司“质量为本、科学管理、精心施工、信守合同，为顾客提供满意产品和服务”的质量方针，制度科学严格的管理方法和控制措施，是本工程施工管理工作的重点之一。第三章、施工方案设计第一节、玻化微珠体系介绍玻化微珠保温隔热技术是由ML界面砂浆、玻化微珠保温浆料、抗裂砂浆、抗碱玻纤网格布组成24
，其核心部分是玻化微珠浆料，该保温砂浆是采用膨胀玻化微珠、无机胶结料和聚合物改性剂混合生产、现场加水搅拌而成的保温砂浆料。该产品具有良好的保温隔热性能，不空鼓开裂，粘结强度高、抗流挂性能好、防虫蚁噬蚀，可直接施工于干状墙体。第二节、工艺流程一、工艺流程1、（粘贴面砖部位）基层处理——界面砂浆处理——吊垂直、套方、弹控制线、做饼、做口——抹中空玻化微珠保温材料（分两次抹）——保温层验收——抹第一遍抗裂层——贴钢网、下锚栓、固定钢网——抹第二遍抗裂砂浆——保温工程验收2、（未粘贴面砖部位）基层处理——界面砂浆处理——吊垂直、套方、弹控制线、做饼、做口——抹中空玻化微珠保温材料（分两次抹）——保温层验收——抗裂沙浆压入耐缄纤维网格布——保温工程验收二、工艺要点1、界面处理用界面砂浆：水=1：0.5进行墙面抹灰界面处理，界面拉毛用滚子滚、笤帚拉、木抹子拔都可，但在配合比上应做调整，合理调整水的用量。拉毛不宜太厚，所有砼墙面均应毛面处理。2、吊垂直、套方、弹控制线，做灰饼弹出厚度控制线，做厚度灰饼，间隔小于2m，两灰饼之间拉通线，补充灰饼，使灰饼之间的距离（横、竖、斜向）小于2m根据垂直控制通线做垂直方向灰饼。可用中空玻化微珠保温材料浆料做灰饼充筋，也可用水泥做灰饼时，应在保温层做完后，将水泥灰饼剔除。3、抹保温砂浆在保温砂浆和抗裂砂浆配制时，搅拌需设专人专职进行，以保证搅拌时间和加水量的准确。在施工现场搅拌质量可以通过观察其可操作性、抗滑坠性、浆料状态以及其湿表观密度等方法判断。保温浆料分次抹，每次厚度不大于15mm。面层抹灰时，其平整度偏差不应大于4mm，不能抹太厚，以8--10mm为宜，保温面层抹灰时，抹灰厚度应略高于灰饼的厚度，而后用杠尺刮平，用抹子局部修补平整；待抹完保温面层30min后，用抹子再赶抹墙面，用托线尺检测后达到验收标准。24
4、保温层施工的注意事项：4.1搅拌棚的搭设：搅拌棚的地点应选择背风向；搅拌棚靠近垂直运输机械；搅拌棚三侧封闭，一侧作为进出料通道，应有顶棚，地面应平整坚实；远离砂石料场，处于砂石料场的下风向；4.2在施工保温前应清理干净楼地面，以利于落地灰的回收，落地灰应在4小时内重新搅拌使用。4.3门窗边框与墙体连接应预留出保温层的厚度，缝隙应分层填塞密实，并做好门窗框表面的保护。窗户经验收合格后方可进行保温抹灰施工，保温抹灰厚度包裹住窗框宜为10mm，注意保温面层到窗框内侧的距离一致。4.4保温层所用材料进场后进行质量检查和验收，其规格、品种、性能必须符合设计和有关标准要求；保温层厚度符合设计要求，不允许负偏差，如出现负偏差则及时修补；保温隔热材料与墙体以及各构造层之间粘结必须牢固，无脱层、空鼓及裂缝。面层无粉化、起皮、爆灰；保温层表面平整、清洁，接搓平直，线角顺直。4.5（需粘贴面砖部位）抹第一遍抗裂砂浆3-5mm待保温施工完工3—7天且保温层施工质量验收以后，即可进行抗裂层施工。在验收合格的保温层上抹第一遍抗裂砂浆，要求施工平整、均匀，不要漏抹。ML抗裂砂浆用砂浆机搅拌均匀，禁止用人工搅拌，抗裂砂浆不得随意加水。4.6（需粘贴面砖部位）固定、铺贴热镀锌电焊网根据结构尺寸把热镀锌电焊网分段进行铺贴。窗洞等侧口部位热镀锌电焊网的固定用尼龙胀栓间距为500mm（呈梅花状分布）的塑料锚栓固定于基层，相邻网的搭接宽度不应小于40mm，相互搭接部位不得超过3层，搭接部位也应按间距500mm用塑料锚栓与基层固定。每平方米铺设锚栓大于6个（350mm×600mm）。4.7（需粘贴面砖部位）抹面层抗裂砂浆钢网铺贴平整后抹第二遍抗裂砂浆3～5mm。砂子可采用稍粗些的，抹时要求上杠找平，最后可用木抹子搓毛，为下一层的连接提供相应的界面。4.8无需粘贴面砖部位抗裂砂浆施工工艺待保温施工完工3—7天且保温层施工质量验收以后，即可进行抗裂层施工。在验收合格的保温层上抹抗裂沙浆压入耐缄纤维网格布24
，要求施工平整、均匀，不要漏抹。ML抗裂砂浆用砂浆机搅拌均匀，禁止用人工搅拌，抗裂砂浆不得随意加水。第三节、材料配制3.1、ML界面砂浆的配制：ML界面砂浆：水按1：0.5重量比将ML界面砂浆倒入称量好的水中，用砂浆搅拌机或手提搅拌器搅拌均匀至无结块后，静置5分钟，如有反稠现象，再适当加水搅拌到适当施工的稠度，即可使用并在2小时内用完。3.2、ML保温浆料的配制：先将所需量水倒入砂浆搅拌机中，然后倒入一袋中空玻化微珠保温材料干粉（40kg/袋），搅拌均匀，然后倒入三袋中空玻化微珠（11kg/袋）。中空玻化微珠保温材料干粉：膨胀玻化微珠：水=1.5：1:2.5～3，材料搅拌10-15分钟至膏状即可使用。随配随用。3.3、ML抗裂砂浆的配制：ML抗裂砂浆：水按1：0.25～0.30重量比将ML抗裂砂浆倒入称量好的水中，用砂浆搅拌机或手提搅拌器搅拌均匀至无结块为止，静置5分钟，在稍加搅拌即可使用。在2h内用完。第四节、工程材料技术指标4.1、ML界面砂浆主要技术指标：项目单位指标压剪粘结强度原强度MPa≥0.70耐水MPa≥0.50耐冻融MPa≥0.504.2、中空玻化微珠保温材料性能指标项目单位技术指标Ⅰ型干表观密度kg/m3260—300抗压强度kPa≥300导热系数（平均温度25℃）W/(m·K)≤0.07线收缩率%≤0.30压剪粘结强度kPa≥80燃烧性能级别应符合GB8624规定的A级要求4.3、抗裂砂浆性能指标24
项目单位指标可操作时间h≥1.5拉伸粘结强度，常温28dMPa≥0.7浸水拉伸粘结强度，常温28d,浸水7dMPa≥0.5压折比-≤3.04.4、热镀锌电焊网主要技术指标：项目单位指标工艺-热镀锌电焊网丝径mm0.7±0.05网孔大小mm12.7×12.74.5、耐碱网格布主要技术指标：项目单位指标单位面积质量g/㎡≥130断裂强力（经、纬向）N/50mm≥750耐碱断裂强力保持率（经、纬向）%≥70断裂应变（经、纬向）%≤5.04.6塑料锚栓主要技术指标:塑料锚栓由螺钉和带圆盘的塑料膨胀套两部分组成。金属螺钉应采用经过表面防腐蚀处理的金属制成,带圆盘的塑料膨胀套用聚酰胺、聚乙烯或聚丙烯制成,不得使用回收料。塑料锚栓的有效锚固深度25-35mm,塑料圆盘直径50mm,套管外径8mm.。单个塑料锚栓抗拉承载力标准值(C25混凝土基层)不小于0.80Kn。第五节、技术构造找平层未作处理的基本构造做法如下：24
需粘贴面砖部位第六节、作业条件6.1、墙面应清理干净，清洗油渍、清扫浮灰等；墙表面凸起物大于或等于10mm时应剔除。6.2、基层墙体应符合《砌体工程施工质量验收规范》（GB50203-2002）和《混凝土结构工程施工质量验收规范》（GB50204-2002）的要求。6.3、门窗框及墙身上各种进户管线、水落管支架、预埋管件等按设计安装完毕。6.4、施工工具主要有强制式砂浆搅拌机、手提搅拌器、垂直运输机械、水平运输手推车、专用检测工具、经纬仪、放线工具、剪刀、滚刷、铁锹、手锤、錾子、壁纸刀、托线板、靠尺、方尺、塞尺、探针、钢尺等。6.524
、保温材料及其配套材料进入现场应进行复检，包括材料的合格证、检测报告是否齐全，是否与所送材料配套；检查包装有无破损；检查材料是否在有效期内；必要时抽检材料单位的重量体积与合格证标明是否在合理误差范围内。6.6、搭设搅拌棚，所有材料必须在搅拌棚内机械搅拌，防止材料飞散，影响现场文明施工。对搅拌棚周围露天存放的材料应用苫布覆盖。砂浆搅拌棚顶部应做双层硬防护。第四章、工期及进度计划第一节、工程工期工期根据现场的具体情况进行协商，确保业主进度，预计工期60天左右。第二节、施工工期组织原则一、施工工期组织原则1、坚持集中力量保重点的原则，集中公司优势力量，在技术、后勤、机具、资金上确保工程的顺利进行。2、坚持与其他施工班组配合的原则，互创工作面，组织好流水交叉作业与多条平行施工作业，见缝插针安排工人作业。3、以施工进度图为指导，确保图中关键的工期。在施工中，随实际情况，不断调整施工时间，以确保总工期的完工。二、施工进度的实施与管理1、施工进度计划的管理1）、施工现场项目负责人负责进度管理工作的组织领导，技术负责人负责技术工作的管理与实施，项目部其他成员分别在本职工作范围内对项目工程进度实行人、财、物的保证。2）、公司项目部负责施工现场进度管理工作的监督、检查、管理与协调。2、施工进度计划的实施1）、层层分解落实总体施工进度计划，在总进度计划指导下，项目负责人按月编制施工进度计划，各施工工长按月施工进度计划要求，编制（周）作业计划向班组下达，使班组明确工作目标。2）、做好进度调整，按工程建设施工方要求，积极参加现场施工协调会，随施工条件变化项目负责人及时对进度计划进行调整，对进度计划充实和完善。24
3）、积极与各参建单位搞好协调配合，互创施工条件、合理组织水平、流水、交叉作业及必要的抢工，尽量做到一个一个单项的完工，尽量缩短收尾工程的工期。4）、组织好施工协调，施工期间每周组织进度平衡协调会，及时检查和协调有关工程进度、物质供应、劳动力组织、技术、质量、安全、文明施工的有关问题。第五章、质量控制措施第一节、施工技术保证措施项目部组织全体人员认真熟悉设计图纸，充分领会该工程的建筑节能设计意图，了解该工程的外墙外保温中空玻化微珠施工特点，抓住质量管理与控制的关键环节，制度针对性措施，保证施工质量、安全与工期。主要应做好以下几方面：一、结合工程特点，找出关键工序，制定关键工序的过程监督办法和对实施结果的检查、复核程序。二、对本工程施工所需的材料、机具进行认真核实和校对。三、组织有关人员认真学习施工操作技术规程、施工方案，尽早编制施工组织设计，并由项目技术负责人对全体施工技术管理人员做全面的施工技术交底。四、提出详细材料计划、机具、劳动力计划等。第二节、保温系统质量验收1、主控项目1.1本系统所使用的所有材料质量和技术性能均应满足有关国家标准、行业标准及本图集的要求，应检查出厂合格证和进行复检。材料进场时，提供保温系统的相关材料检测报告，到场后，由监理监督现场取样送检。检验方法：观察检查。检查材料进场时的检测报告是否合格、检查材料现场取样的复检报告是否合格。1.2保温层的厚度及构造做法应符合建筑节能设计要求，保温层厚度应均匀，不允许有负偏差。1.3保温层与基层墙体以及各构造层之间必须粘结牢固，无脱层、空鼓、裂缝；如空鼓，将空鼓的部分敲打掉，抹保温浆料修补保温层，再抹抗裂砂浆压入热镀锌电焊网形成保温层，达到设计要求。检验方法：观察检查。用小锤轻击和检查材料复检报告。24
2、一般项目2.1表面平整、洁净、接茬平整，无明显抹纹，线角应顺直、清晰，面层无粉化、起皮、爆灰等现象。2.2墙面埋设暗线、管道后，墙面用热镀锌电焊网和抗裂砂浆加强，表面抹灰平整。2.3滴水线（槽）流水坡向正确，且顺直。3、允许偏差和检验方法保温层允许偏差表项目允许偏差检验方法立面垂直度≤4mm用2米托线板检查表面平整度≤4mm用2米靠尺和楔尺检查分隔条（缝）平直≤4mm用5m线和尺量检查阴阳角方正≤4mm用直角检测尺检查保温层厚度不允许有负偏差用探针、钢尺检查上下窗口左右、上下偏移不大于20mm用经纬仪、吊线检查立面总高度垂直H/1000且不大于30mm用经纬仪、吊线检查第三节、工程质量保证措施一、建立健全质量保证和监督体系为了完成工程质量管理目标，该工程施工将在公司质量保证体系和工程质量监督体系的管理、监督下进行，针对该工程的实际情况，建立以项目部经理为总负责的项目质量保证体系和以主任工程师为总负责的项目质量监督体系。二、建立健全各项质量管理制度2.1健全项目技术责任制，按照技术责任制要求进行施工管理。严格执行岗位责任制，做到技术管理逐级负责，层层落实，并开展全面质量管理活动。2.2在工程质量管理中，首先强调人是第一因素，是影响工程质量的关键。因此应对项目管理人员和班组择优选用：实行制度考核和责任目标考核相结合的管理方式，把项目职工的经济收入同项目的质量目标紧密联系在一起。2.324
制定材料采购供应制度，凡本项目所用的原、辅材料，要采购订货前，应按照公司质量要求对材料质量情况进行调查，对进场原材料、成品、半成品做到有出厂合格证、厂家资质等级证及质量监督部门的检验合格证，三证齐全。同时按规定在现场抽样送检，合格后方能使用。2.4严格执行试验计量制度，确保准确的界面砂浆、抗裂砂浆配合比，保证工程质量。2.5展开全面质量管理活动，提高全员的质量意识。以各岗位的工作质量，保证工程质量，达到质量目标要求，结合本工程实际，组建“界面层施工”、“保温层施工”、“保护层施工”、等各分项工程施工的质量控制小组。对工程的重点部位设立控制点，进行重点监控。三、关键部位质量控制计划3.1各工序以合格等级为标准进行施工，促使各分项工程质量达到优良标准，从而保证全部工程质量达到优良。3.2结合本工程实际情况特制定关键部位质量控制方法。第四节、成品保护措施1、保温基层施工完毕后，因强度较低，应注意勿让外物扰动基层，影响粘结效果。2、面层罩面未达强度前，严禁外力因素重击，以免影响成型效果。第六章、劳动力安排与计划我公司在工程施工中将坚持“专业骨干自配，普工就地劳务市场招聘的原则”。主要施工人员资历要求：为顺利完成工程项目的施工，应安排长期从事保温工程且满三年以上人员作为骨干，他们具有丰富的施工经验，在项目部管理人员的指挥下，能独立完成单项工作，作为项目部在本工程中对工程质量、工程进度和施工安全承诺的重要保证。第七章、施工机械的配备第一节、机械的配备机具名称单位数量机具名称单位数量砂浆搅拌机台3运料斗车台10水桶只302-3米靠尺把12滚刷把6铅坠只若干24
电锤把8水泥钉粒若干剪刀把8抹刀把若干备注：高层建筑所需垂直运输设备由土建施工方提供。具体施工机具配备根据工程量大小而定。第二节、机械设备和器具管理1.机具进场根据“施工机具需用计划”，做好设备的配套和进场前的维护保养，必须经技术试验合格后才能运至施工现场，并办理相应的移交工作。2.机械人员配置配备专职或兼职的设备管理人员，机械人员（包括机修、电气维修人员）的水平和素质，必须符合机械设备技术的要求。3.施工过程中机械日常管理3.1专人负责制：凡在用的机械设备，由公司指定专人保管使用；班组公用的设备以及一些不宜固定操作人员的设备，应由所在班组长负责。3.2定期保修制：施工生产计划编制的同时，要根据设备的运行时间和技术状况安排与此相应的保修时间，机械在使用中发生故障，应及时排除和修复，严禁带病运转和只运转不保养。4.机械设备的修炼办法4.1贯彻养修并重预防为主的修理办法，根据设备运行状态纳入公司“机械设备修理计划”中，对结构简单故障损失小，且对安全又无直接危害的机械采取事后修理的方式。4.2项目部必须配备相应的专、兼职机修人员，公司不定期派出专门的机修人员对施工现场的机械设备进行检修，并对现场的机修工作进行技术指导。第八章、安全文明施工及雨季施工措施第一节、安全生产施工措施1.安全管理目标强化安全意识，建立安全制度，搞好安全防护，严格检查督促，保证安全施工无事故发生，争创“安全施工标准化现场”。2.安全管理体系及制度24
2.1安全保证体系施工现场建立由项目负责人为第一责任人，包括项目部有关成员及班组成员组成的安全施工管理体系。做到制度健全，责任落实，管理到位，并加强施工过程中的监督、检查和信息反馈，及时发现安全隐患和纠正违章、冒险作业，确保工程施工安全进行。2.2安全管理制度2.2.1建立健全严密的安全生产责任制和安全管理制度，成立以项目负责人为首的安全领导小组，形成有效完善的安全生产管理体制。建立健全以项目经理为首的各职能管理人员安全岗位责任制，作到分工明确、责任明确。2.2.2严格执行国家有关的“安全生产法规”和公司有关“安全施工规定”，现场实行安全责任制，层层落实到人。2.2.3现场设立专职安全员负责对操作工人进行安全交底。安全员每天必须对现场所有安全设施进行检查，并作好记录。安全员深入工地进行安全检查，监督安全措施的执行，发现不安全因素和隐患因素及时报告工长，并进行整改、纠正，发现违章作业有权制止。安全设施不经安全员检查合格不准工人进行操作。2.2.4对所有参加施工的人员必须进行安全施工的教育培训，熟悉和掌握施工有关安全技术知识和规范，经考试合格并发放上岗合格证后方能上岗。2.2.5利用项目经理协调例会进行经常性的安全教育与培训。项目施工管理人员应自觉学习国家和企业制定的安全法规和各项规章制度以及提高自身的安全意识，牢固树立“安全第一、预防为主”的观念。新工人进场作业前必须进行安全教育并建立新工人进场安全教育花名册和所有受教育人员签字手续。3.施工现场安全管理措施3.1现场悬挂安全标语,无关人员不准进场，管理人员、安全员要佩戴相应标志，危险处要设警戒标语。进入现场人员不允许穿拖鞋，女性不得穿裙子。3.2施工现场内各种原材料、构配件，机具等必须按照规定地点有序堆放，设置相应标识牌，现场保持文明整洁。3.3起重吊装或运输的施工人员，必须按照指挥人员的指挥讯号进行操作，指挥人员应站在操作人员能看到和本人应能看到设备吊装全过程的位置。24
3.4操作前检查脚手架和跳板是否搭设牢固，距离、高度是否满足操作要求，合格后才能上架施工。3.5施工时对施工人员要进行安全教育并讲清安全注意事项。施工中必须严格遵守各项安全规章制度、操作规程，正确使用防护用品，确保安全施工。3.6施工过程中，应严格控制粉尘及噪音污染，材料包装袋使用后应堆码整齐，完工后统一回收处理。4.机械设备施工安全管理措施4.1所有机械操作人员必须持证上岗，坚持上下班，班前班后检查机械设备，并设有专人进行日常维修保养。4.2搅拌机等机具的操作工人应认真按操作规程操作，保证搅拌质量。严禁酒后运转机具设备。4.3使用土建施工方的塔吊、门吊向高空运输材料时，必须遵从操作人员的调度与安排。5.现场用电安全措施5.1施工临时用电必须严格遵照建设环保部颁发的《施工现场临时用电安全技术规范》的规定执行。5.2现场各用电安装及维修必须由专业电气人员操作，非专业人员不得擅自从事有关操作。5.3所有接至各用电设备的支线必须受现场经理部的用电负荷量调配及用电安全检查，所有手持电动工具的电源必须加装漏电保护开关。5.4每路干线分支接出支线时，均采用铜芯导线连接，支线在干线上缠绕加焊锡连接方式，干线不得断开。以增加供电安全、可靠性及防止火灾危险。第二节、雨季施工准备措施1.合理安排作息时间：夏季施工作业时间应尽量向两端压缩，避开中午的高温，气温超过37℃时，停止室外作业，在室内作业时应有通风降温措施。遇较大的暴风雨天气应停止所有作业，人员撤到安全的地方。2.做好现场排水2.1根据施工平面图、排水总平面图，利用自然地形确定排水方向，按规定坡度做好排水沟，确保排水畅通无阻。24
2.2原材料、成品、半成品的防护。对材料库全面定期检查、及时维修，四周排水良好，不漏水渗水。确保材料的质量安全。3.雨季施工期间的安全管理措施3.1加强雨季施工期间的安全值班制度，雨季施工前对现场施工人员进行雨季施工安全教育，克服麻痹思想。发现险情及时报告，做好抢险工作。3.2风雨后组织有关人员对工程脚手架等进行检查和维护，及时将发现的安全隐患排除掉。3.3地下室采光井上口采用封闭防护措施，并做好防雨遮盖措施，避免出现雨天路滑，坠入采光井内。3.4施工前脚手架上及行人马道上采取防滑处理，检查铺设的脚手板牢固可靠性，增加防滑条。3.5继续要求施工班组加强执行对施工人员的班前讲话制度，明确强调雨季期间施工的安全施工注意事项，提供施工人员的自我防范意识。3.6加强检查现场堆料场的防雨、防雷击、排水措施的执行落实情况。将现场制定的预防措施及交底要求向下认真进行传达、落实，做到管理跟踪到位。第九章、安全应急预案第一节、安全事故应急预案为确保施工生产过程中发生重大事故后（火灾、爆炸、工伤事故等），紧张而有序的正确处理事故，最大限度地减轻人员伤痛，减少人员伤亡，防止事故蔓延和二次事故发生，积极有效地组织抢救，稳定人心，尽快恢复生产，特制定本预案。1.应急处理原则1.1单位发生重大事故后，抢救受伤人员是第一位的任务，现场指挥人员要冷静沉着地对事故和周围环境做出判断，并有效地指挥所有人员在第一时间内积极抢救伤员，安定人心，消除人员恐惧心理。1.2事故发生时要快速地采取一切措施防止事故蔓延和二次事故发生。1.3要按照不同的事故类型，采用不同的抢救方法，针对事故的性质，迅速做出判断，切断危险源头再进行积极抢救。1.424
事故发生后，要尽最大努力保护好事故现场，是事故现场处于原始状态，为以后查找原因提供依据，这是现场应急处置的所有人员必须明白并严格遵守的重要原则。1.5发生事故要严格按照事故性质及严重程度，遵循事故报告原则，用快速方法向有关部门报告。2.各类事故的处置程序2.1处置程序2.1.1施工现场一旦发生事故时，施工现场应急救援小组应根据当时的情况立即采用相应的应急处置措施或进行现场抢救，同时要以最快的速度进行报警，应急指挥领导小组接到报告后，要立即赶赴事故现场，组织、指挥抢救排险，并根据规定向上级有关部门报告，尽量把事故控制在最小范围内，并最大限度地减少人员伤亡和财产损失。2.2.2公司及项目部制定出本单位的安全消防通道及安全疏散道路路线图，并确保通道的畅通，遇突发紧急事故时，由专人指挥与事故应急救援无关人员的紧急疏散，根据不同的事故，明确疏散的方向、距离和集中地点。2.2.3报警和联络方式一旦发生事故时，施工现场应急救援小组在现场进行抢救、抢险的同时，要以最快的速度通过电话进行报警，如有人员伤亡的，要拨打“120”急救电话和公司报警电话；如果发生火灾，应拨打“119”火警电话和公司报警电话。3.施工现场应急救援设备器材的储备1.应急电话在安全生产方面进行现场事故的应急处理电话、通讯的畅通和正确应用，对事故的及时急救、控制事故的严重度具有很大的作用，发生事故和情况向远程有关单位部门发报救电话。工伤事故现场重病人抢救报救拨打120救护电话，请医疗单位急救。火警、火灾事故报救拨打119火警电话，请消防部门急救。发生抢劫、偷盗、斗殴等情况拨打匪警电话110，向公安部门报警救助。2.急救箱2.1急救箱的配备急救箱的配备应以简单和适用为原则，保证现场急救的基本需要，并可根据不同情况予以增减，定期检查补充，确保随时可供急救使用。2.2急救箱使用注意事项24
有专人保管，但不要上锁。定期更换超过消毒期的敷料和过期药品，每次急救后要及时补充。放置要有一定的合适位置，使现场人员知道。第十章、与各单位的配合措施1、进入现场必须戴好安全帽，系好安全绳，必须服从现场管理人员的统一安排指挥，严禁在工地打架斗殴。2、以土建施工方为主，成立协作小组，及时解决有关问题，按土建施工方进度要求保证质量工期。3、充分理解业主、设计、总包方、监理的规定、要求，及时处理发生的问题。4、配合、协助现场监理，狠抓各种工序的质量与进度控制，对监理人员提出的质采、环境等指令，项目部将积极响应，并为监理工作开展创造有利条件。5、在施工中毫无保留的提出我方的建议、方法和新技术工艺，配合各方做好技术改进工作。6、一切服从施工单位的安排，搞好与相邻单位之间的协作与友好关系，互相尊重、学习、理解。7、各施工资料、表格做到统一、标准，便于建设、监理等单位的管理交接。第十一章、工程技术档案本工程为外墙外保温项目，工程建设档案资料收集、整理、归档以及工程竣工后的资料移交，十分重要。为此我公司特建议对本工程建设施工资料采取以下管理办法：1、认真贯彻执行国家和四川省计委、档案局及省建委关于工程档案资料管理的通知、规定，对工程开工到竣工全过程必须按档案资料的具体内容、整理方法、填写程序、纸张规格等，做到规范和标准，使档案资料能够在工程竣工后准确反映出工程情况。2、项目负责人和技术负责人负责领导和督促项目有关人员认真履行各自的职责，定期进行检查、督促，确保档案资料的完整、准确。3、工程施工的技术资料，土建和安装均应同建设单位、设计单位、质检站、建材生产厂家等密切配合，使各类资料能及时、准确、完整的按规定完善归档。24
4、项目技术负责人负责指导业内技术人员做好工程施工各类资料的办理、收集、整理、汇编工作，并按归档资料的规定，必须字迹清楚、图样清晰；施工中，对隐蔽、技术核定、通知等应及时办理和签字；分项工程和检验批质量检查评定，由专职质检员填写，并有质量评定人员和技术负责人签字；质量保证资料由业内逐项检查填表后，经工程负责人签字。做到工程竣工资料与竣工验收同步进行。第十二章、售后服务措施及承诺售后服务及保修范围我公司对我方承包的施工项目的保修负全部责任。保修措施1.工程交付后，根据与业主签订的外保温工程合同，建立保修业务档案，组成保修小组。如发生质量问题，立即深入用户现场进行抢修，成员由施工经验丰富、技术好、处理问题能力强、工作认真负责的工程作业人员组成。配合施工方做好各种保修工作，同时，将向业主提供详尽的有关技术说明资料，帮助业主更好的了解外保温使用过程中的注意事项。2.工程保修小组在接到业主维修通知后，立即到达故障现场与业主商定处理办法，能自行处理的质量问题，及时给予解决，不能自行处理的问题及时上报公司工程部迅速研究解决。3.对于工程交付在使用过程中出现的质量问题，认真分析、研究、制定维修方案。保修实施时认真做好成品及环境卫生的保护工作，做到工完场净。4.公司技术部门配合保修小组对保修工作进行技术指导，并监督保修小组工作，做好保修的验收工作。如业主提出的保修要求与合同规定有出入时，公司工程部负责处理解释，达到让业主满意的效果。5.维修工作完成后，维修人员将认真填写《回访单》，并做好维修记录。XX有限公司XX24
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