1、,.第一章 编制目的与依据一、编制目的：本施工组织设计编制的目的是为养殖一场新建粪棚工程项目施工阶段，提供较为完整的纲领性技术文件，用以指导工程施工与管理，确保优质、高效、安全、文明地完成该工程的建设任务。二、编制依据（1）业主提供的施工图纸；（2）建筑施工技术规范；（3）建筑施工质量管理条例；（4）建筑施工安全生产监督管理条例；（5）襄阳市建设工程文明施工管理暂行条例；（6）国家、部颁、钢结构的施工技术（验收）规程、规范；（7）本工程施工的主要技术规范（规程）：工程测量规范（50026-93）建筑工程施工质量验收统一标准（GB50300-2001）建筑地基与基础工程施工及验收规范（GB5022、02-2002）砌体工程施工质量验收规范（GB50203-2002）混凝土结构工程施工质量验收规范（GB50204-2002）钢结构工程质量验收规范（GB50205-2001）钢结构高强螺栓连接的设计、施工及验收规程（JGJ82-91）建筑钢结构焊接规程（JGJ81-2002）钢结构制作工艺规程（DBJ08-216-95）压型金属板设计施工规程（YBJ216-88）建筑设计防火规范（GBJ16-87）建筑给水排水及采暖工程施工质量验收规范（GB50242-2002）建筑电气工程施工质量验收规范（GB50303-2002）建筑施工高处作业安全技术规范（JGJ33-2001）施工现场临时用电安全技3、术规范（JGJ46-2005）第二章 工程概况养殖一场新建粪棚工程为方管焊制三角钢屋架结构，建筑面积为180m2，柱间距为5.0米，跨度为9.0米，檐口高度为5.1米，屋面板采用0.6mm厚彩钢压型板，柱基础采用钢筋砼独立基础，屋架与柱子采用高强度螺栓（10.9S级）连续，地面采用C25砼浇筑0.25m厚原浆收光，并且与室外地面用坡道连接。第三章 施工部署一、实施目标为充分发挥企业优势，科学组织安装作业，我们将选派高素质的项目经理及工程技术管理人员。按项目法施工管理，严格执行ISO9001质量保证体系，积极推广新技术、新工艺、新材料。精心组织，科学管理，优质高效地完成施工任务，严格履行合同，确4、保实现如下目标：1、质量目标：一次验收合格 合格率100%。2、工期目标：本工程工期为20日历天。3、安全、文明施工：采取有效措施，杜绝工伤、伤亡及一切火灾事故发生，创文明标化工地。4、科技进步目标：为事项上述质量、工期、安全文明施工等目标，充分发挥科技的作用，在施工中积极采用成熟的科技成果和现代化的管理技术。二、现场管理人员组织构架及人员组成为实现本工程建设的优质、高效、安全、文明、低耗的目标而奋斗，本工程采用项目法施工的管理体制。（一）、施工管理体制的设置原则1、形成有一定权威性的领导班子，能够统一指挥、协调各方面关系，确保工程目标顺利完成。2、根据工程规模、技术复杂程度等因素建立管理组织5、。3、采用项目管理体制的同时，经济合同手段辅助以部分行政手段，明确各方面的责、权、利。（二）项目法施工在本工程施工中实施项目法施工的管理模式，组建本工程的项目经理部，对工程施工全过程的进度、质量、安全、成本基文明施工等负全责。项目经理要以工程项目管理为核心，以优质、高效、安全、文明为主轴，加强动态、科学管理，优化生产要素，精心施工、大力推广先进施工技术，在创质量优良的同时，力争提前完成施工任务。在推行项目法施工的同时，从文件、材料采购到产品标识、过程控制等环节中。切实执行ISO9001标准和公司质量保证体系文件，达到创优良高效的目标。项目经理对工程项目行使计划、组织、协调、控制、监督、指挥职能6、全权处理项目事务，其下设技术组、经营组及材料设备组。项目经理部对公司实行经济责任承包制。项目内部工程技术管理人员通过岗位目标责任制和行为准则来约束，共同为优质、安全、高效、低耗地完成项目任务而努力工作。（三）、组建项目经理部本工程项目的施工管理，委派我司管理和实践经验丰富的同志担任项目部主要负责人，选聘技术过硬、管理水平高的技术人员、管理人员、专业工长组建项目部。项目管理层由项目经理、技术负责人、安全主管、质量主管、材料主管、机械主管和后勤主管等成员组成，在建设单位、监理单位和公司的指导下，负责对本工程的工期、质量、安全、成本等实施计划、组织、协调、控制和决策，对各生产施工要素实施全过程动态7、管理。项目经理对工程项目进行计划管理。计划管理主要体现在工程项目综合进度计划和经济计划。进度计划包括：施工总进度计划，分部分项工程进度计划，施工进度控制计划，设备供应进度计划，竣工计划和试生产计划。经济计划包括：劳动力需用量基工资计划，材料计划，构件基加工半成品需用量计划，施工机具需用量计划，工程项目降低成本措施基降低成本计划，资金使用计划，利润计划等。作业层人员的配备：施工人员均挑选有丰富施工经验和劳动技能的职工，分工种组成作业班组，挑选技术过硬、思想素质好的职工担任班组长。为保证项目部管理层指令通畅有效，工作安排采用“施工任务书”的形式。要求签发人和执行人签字确认，项目经理层作为执行的监督8、者。（四）、项目经理部组织机构工程部：由分项工程工长组成，直接管理和指挥班组施工生产。质量部：质量控制、质量检查。资料室：资料整理、材料送检。安全部：安全检查、文明施工、生活卫生检查。项目经理技术负责人资料室负责人安全部负责人质量部负责人技术部负责人 三、施工准备工作1、施工图深化：（1）根据建设单位意图，了解其总体设想，并根据施工图进行施工。（2）积极参与图纸会审，及时提出问题请求答复，并积极配合建设单位及设计单位完成施工图的深化。2、原材料供应阶段：（1）根据建设单位并经审图机构审核的施工蓝图要求积极采购原材料，所有原材料的供应必须符合ISO9001质量标准要求。（2）原材料采购过程中，如9、某些材料市场上未能采购到，应积极同业主和设计单位联系，在业主和设计签字认可的情况下遵循等强度代换原则方可使用。（3）所有原材料采购师必须索取材料分析单、检验报告和质量保证书等质量证明文件。3、制作运输阶段：（1）钢结构开始制作前，应安排相关人员进行技术交底工作。（2）技术交底完成，根据工程设计要求编制详细的制作工艺方案，提出施工机具要求、安排制作人员、焊接材料工艺等工作。（3）因本工程钢构件为厂内制作，现场安装，所以钢构件制作应详细区分各安装单元构件，制作完成后依据（GB50205-2001）验收签发构件合格证。（4）钢结构制作施工过程中，应注意各种资料的收集、整理工作。（5）钢结构制作完工发10、运前，应联系好各种运输车辆，及时将各种检验合格的构件按照安装顺序依次运输。（6）构件在运输过程中应合理堆放，避免构件弯曲变形。4、安装阶段：（1）材料运达工地现场前2天公司将派人进驻现场，整理场地、联系各种运输车辆及装卸设备，为工程安装工作做好充分的机具准备。（2）工程安装前我司依据事先编制的劳动力配置计划做好施工人员的配备，进行施工前安装技术及安全交底，并做好记录，同时贯彻落实工程质量与安全目标。（3）工程开工前，应会同建设单位人员办理好工程前的各项手续，并做好安装工程策划。（4）安装过程中，各工序相互交接时应有验收记录，并且对存在的不合格品及时进行返工返修。5、竣工验收：（1）由现场管理部11、门做好建设单位及有关部门的协调，确定竣工验收的时间、地点、方式。（2）竣工验收前现场管理部门做好现场卫生清洁工作、工程资料的汇总和整理，并出具竣工报告及其他资料。（3）竣工验收后，应将竣工资料送交建设单位及质监部门签字确认工程质量等级，并送至相关部门存档。四、施工协调管理1、与设计单位的工作协调：（1）我们将在施工过程中积极与设计配合，解决施工中的疑难问题。（2）积极参与施工图会审，充分考虑施工过程中可能会出现的各种结构问题，完善图纸设计。（3）对施工中出现的情况，除按建筑师、监理的要求及时处理外，还应会同建设单位、设计单位和监理单位做好隐蔽工程验收、中间质量验收和竣工验收工作。2、与建设单位12、的协调：（1）按照与建设单位签订的施工会同。精心施工，确保工程的各项技术指标和安全性能达到建设单位要求。（2）会同建设单位的工程技术人员做好施工过程中现场签证和技术变更工作。（3）施工过程中主动接受建设单位的监督，定期向建设单位汇报工程进度状况，对于施工中需要建设单位出面协调的工作，应立即向有关负责人汇报并请求解决。3、与土建专业的协调：（1）根据建设单位的总体要求，做好预埋件的埋设、校正、复核工作。（2）根据施工图及合同要求，向有关专业通报施工计划，并按规定对基础进行复测并做好记录。4、与监理单位的配合：（1）监理公司在施工过程中对工程实施全过程监督，在施工过程中出现的问题应立即整改，并经监13、理工程师认可后方可施工。（2）隐蔽工程的验收应提前24小时通知现场监理工程师，验收合格后办妥验收签证后方可进入下道工序施工。（3）在具备交工验收条件时，应提前5天提交“交工验收报告”建设单位、监理单位及有关单位对工程进行全面验收评定。第四章 钢结构工程施工方案一、钢结构工程施工方案本工程为单层三角屋架钢结构，主要包括钢柱、屋架、围护钢结构（檩条）等。（一）钢结构安装工程质量控制程序及施工安装工艺流程1、钢结构安装工程质量控制程序：（1）前期工作：编制施工组织设计材料、机具准备钢构件制作加工基础验收测量放线构件验收构件校正构件预拼装（2）施工阶段：钢构件就位校正临时固定校正固定。（3）验收阶段：14、钢材及零部件合格证连接材料合格证构件检测报告、焊接试件测量记录吊装记录质量记录竣工图2、钢结构施工安装流程表：（1）安装工艺流程：场地三通一平构件进场吊机进场钢柱安装钢梁安装围护结构安装零星构件安装门窗工程收尾拆除施工设备竣工验收。（2）梁柱及梁梁连接程序：对接调整安装螺栓固定安装高强螺栓高强螺栓初拧高强螺栓终拧。（二）、钢结构工程施工准备及材料要求1、安装施工准备认真熟悉图纸及有关资料，根据图纸及相关规范内容要求，向施工班组做好技术质量交底，使全体员工明确设计意图和技术要求，合理组织施工。根据施工平面布置图落实运输线路、材料堆放地点、预拼装场地及吊装作业面；制定科学的施工顺序，合理利用各种施15、工机械资源，充分做好准备工作。2、材料要求（1）、钢材：本工程钢结构材料、钢板采用Q235B钢；檩条、支撑及锚栓材料采用Q235A。 （2）、焊接材料：手工电弧焊采用E50XX焊条，自动焊或半自动焊采用HJ402-H08A系列焊丝连接，焊丝和焊剂应与焊件钢材配套，Q235a与Q235a钢间焊接采用E43XX焊条。（3）、普通螺栓采用Q235a制成，性能等级为C级。（4）、高强螺栓采用大六角头摩擦型高强度螺栓，性能等级为10.9级。（5）、围护结构材料:檩条为C12060201.0 C型钢，屋面板与檩条采用带橡皮垫圈的自钻自攻螺丝连接。（6）、所有材料(钢材、连接材料、涂装材料)应具有质量合格证16、和检测报告。（三）、钢构件制作1、所有构件在制作前均做1:1放样，符合无误后方才下料。2、钢材加工前进行校正，以免影响制作精度。3、焊接时注意选择合理的焊接工艺及焊接顺序，以减小焊接应力和焊接变形。4、制作加工时焊缝的质量等级要符合以下要求：（1）梁、柱的翼缘、腹板与端板的连接焊缝为全熔透坡口焊；（2）柱的翼缘、腹板与柱底板的焊接全熔透坡口焊（3）所有钢结构的对接连接；上述焊缝质量等级均为二级焊缝，其他焊缝质量等级为三级。（四）、钢结构工程安装1、钢结构工程安装技术要点：（1）、在安装钢柱前，应检查锚栓的间距尺寸，其螺纹是否有损伤（施工时注意保护），锚栓尺寸应符合相关规范要求且基础砼强度等级应17、达到设计强度的75%后方可进行钢柱安装；（2）、结构吊装及安装过程中要采取相应措施，一防止过大的弯扭变形；（3）、刚架在施工过程中应及时安装支撑，必要时增设缆风绳充分固定；（4）、刚架安装顺序：应先将靠山墙的有柱间支撑的两榀刚架及支撑系统安装就位，且此单元已形成稳定的空间体系后方可安装其他刚架，严谨随意选择安装顺序；（5）、结构吊装就位后，应及时系牢支撑及其他联系构件，保证结构的稳定性；（6）、在主刚架、支撑系统已经安装就位，钢结构已经形成稳定的空间体系且钢构件的安装尺寸已符合要求后，对钢柱底板和基础短柱顶面间的空隙采用C30微膨胀细石砼填实。（7）、檩条、墙梁、屋面板及墙板的安装在主刚架及其18、支撑系统安装就位后进行；（8）、不允许利用已安装好的结构吊装设备和其他构件，不得在构件上焊接非设计要求的其他物件；（9）、钢构件在运输和安装过程中，被破坏的涂层部分及安装连接处，应在结构安装完成并固定后，按有关规定补涂；（10）、为使钢构件紧密结合，高强螺栓摩擦面上严禁有气割、电焊毛刺等不洁物；（11）、所有钢构件在涂装前应彻底清理，做到无腐蚀、无油污、无水渍、无灰尘等，除锈采用喷砂或抛丸除锈工艺，质量等级不低于Sa2.0级。（12）、所有钢构件出厂前均需涂装醇酸底漆两道，待安装完成后在涂刷防火涂料。（13）、梁、柱面均需涂装防火涂料，柱耐火极限为2.5h，梁为1.5h。2、吊装前准备工作：（19、1）、安装前应对基础轴线和标高、预埋件的位置等进行检查和办理交接手续，其基础应符合下列要求：基础砼强度达到设计要求；基础的轴线标志和标高基准点准确、齐全；砼基础顶面预埋螺栓作为柱的固定点，其预埋螺栓的允许偏差应符合规范要求：项次项目允许偏差1支座表面（1）标高 （2）水平度1.5mm1/1500 i2预埋螺栓位置（注意截面处） （1）在支座范围内 （2）在支座范围外5.0mm10.0mm（2）、超出规定的偏差，在吊装前应设法消除，构件制作允许偏差应符合规范要求。（3）、准备好吊装所需的吊具、吊索、钢丝绳、电焊机及劳保用品，为调整构件的标高准备好各种规格的铁垫片、钢楔。3、起重机械的选用本工程计20、划选用QY-25T汽车式起重机分别承担钢架、梁柱、钢支撑以及所有钢构件的装卸及安装。4、钢结构的吊装（1）、钢架柱的吊装与校正 单层标高的调整：单层标高的调整必须建立在对应钢柱的预检工作上，根据钢柱的长度、牛腿和柱脚间距来决定基础标高的调整数值。（钢柱吊装 A 钢柱吊装前，应对基础的地脚螺栓用锥形防护套进行保护，防止螺纹损伤。B 为了防止柱子根部在起吊过程中变形，钢柱吊装时把柱子根部用垫木填高，用一台起重机吊装，在起吊过程中，起重机边起钩，边回旋起重臂直至把柱子吊直为止。 C 为了保证吊装时索具安全，吊装钢柱时，应设置吊耳，吊耳应基本通过柱子重心的铅垂线。D 钢柱吊装前应设置登高挂梯和柱顶操作21、台夹。E 由于场地情况特殊，采取钢柱运到立刻吊装到位，不在场地时上长时间放置。钢柱校正A吊到位置后，利用起重机起重臂回转进行初校，一般钢柱垂直度控制在20mm之内，拧紧柱底地脚螺栓，起重机方可松钩。B对钢柱底部的移位校正可采用螺旋千斤顶加链索、套环和托座，按水平向顶钢柱，校正后的移位精度为5mm之内。C 采用两块楔型垫片对钢柱垂直度进行校正，通过调节楔型垫片的高低来控制钢柱的垂直度，在校正过程中须不断观察柱底和砂浆标高控制块之间是否有间隙，以防校正过程顶升过度造成水平标高产生误差。一待垂直度校正完毕，再度紧固地脚螺栓，并塞紧柱子底部四周的承重校正快，并采用电焊点焊固定。为防止钢柱在垂直度校正过22、程中产生轴线位移，应在位移校正后在柱子底脚四周4-6快10mm厚钢板作定位靠模，并用电焊与基础面埋件焊接固定，防止移动。D 在吊装竖向构件或屋架时，还须对钢柱进行复核。此时，一般采用链条葫芦拉钢丝绳缆索进行校正，待竖向构件（特别是柱间支撑）或屋架安装完成后，方可松开缆索。E 柱子垂直度校正要做到“四较、五测、三记录”，以保证柱子在组成排架或框架后的安装质量。（2）、钢架梁的吊装 钢架梁现场拼装，采用平拼。吊装时吊点采用四点绑扎，绑扎点应用软质材料垫至其中以防钢构件受损。起吊时先将钢架梁吊离地面50cm左右，使屋架中心对准安装位置中心，然后徐徐升钩将屋架梁吊至钢柱顶以上，再用溜绳旋转屋架使其对准23、柱顶，以便落钩就位，落钩时应缓慢进行，并在屋架刚接触柱顶时即刹车对准预留螺栓孔，并将螺栓穿入孔内，初拧做临时固定，同时进行垂直度校正和最后固定，屋架垂直度用挂线锤检查。第一榀钢架应与抗风柱相连接并用四根溜绳从两边把屋架拉牢，以后各榀钢架可用四根校正器作临时固定和校正，钢架经校正完成后，即可安装各类次梁及支撑等，并终拧螺栓做最后固定。钢梁安装允许偏差：序号项目允许偏差1梁两端顶面高差L/100且10mm2主梁与梁面高差2.0mm3跨中垂直度H/5004挠曲（侧向）L/1000且10.0mm （3）、高强度螺栓的连接和固定钢构件拼装前应检查清除飞边、毛刺、焊接飞溅物等，摩擦面应保持干燥、整洁，不得24、在雨中作业。高强度螺栓在大六角头上部有规格和螺栓号，安装时其规格和螺栓号要与设计图纸上要求相符，螺栓应能自由穿入孔内，不得强行敲打，不得气割扩孔穿放方向符合设计图纸要求。从构件拼装到螺栓紧固，一般要经过一段时间，为防止高强度螺栓连接副的扭矩系数、标高偏差、预应力和变异系数发生变化，高强度螺栓不得兼做安装螺栓。为使被连接板面密贴，应从螺栓群中央顺序向外施拧，即从节点中刚变大的中央按顺序向下受约束的边缘施拧。为防止高强度螺栓连接副的表面处理涂层发生变化，影响预拉力，应在当天终拧完毕。为了减少先拧与后拧的高强度螺栓预拉力的差别，其拧紧必须分为初拧和终拧两步进行；对于大型节点螺栓数量较多，则需要增加一25、道复拧工序，复拧扭矩仍等于初拧的扭矩，以保证螺栓均达到初拧值。高强度螺栓六角头螺栓施拧使用的扭矩扳手和检查采用的扭矩扳手在班前和班后均应进行扭矩校正。其扭矩误差应分别为使用扭矩的5%和3%。对于高强度螺栓终拧后的检查，可采用“锤击法”用小锤逐个进行检查，此外应进行扭矩抽查，如果发现欠拧和漏拧者，应及时补拧到规定扭矩，如果发现超拧的螺栓应更换。对于高强度大六角螺栓扭矩检查采用“松扣、回扣法”，即现在累平杆的相对应位置话一组直线，然后将螺母退回约3050，在拧到与细直线重合是测定扭矩，该扭矩与检查扭矩的偏差在检查扭矩的10%范围内为合格。扭矩检查应在终拧后1小时进行，并在终拧后24小时内完成检查。26、高强度螺栓上、下接触面处加有1/20以上的斜度时应采用垫圈垫平。高强度螺栓孔必须是钻成的，孔边应无毛刺、飞边，中心线倾斜度不得大于2mm。（4）、钢结构施工质量标准严格按钢结构工程施工质量验收规范（GB50205-2001）的要求组织施工。（五）钢结构防腐技术钢结构防腐依据设计图纸的防腐要求，严格执行。1、钢构件面防锈漆的涂装（1）施工环境：本防腐系统施工温度要求在1030，相对湿度不大于10%，结构表面结露或雨、雾、雪和较大风尘的条件下，禁止在室外作业。（2）施工准备：在涂装前，钢构件表面应彻底清理干净，并进行除锈处理，除锈等级不应低于Sa2.0级。除锈后要求在12小时以内喷底漆，对于还需涂27、装和禁止涂漆的部位，应事先用胶带纸遮盖起来以免涂上漆。涂料开桶前应验证品名、规格、颜色等，是否超过贮存期，否则应复验合格后方可使用，开桶后应充分搅拌均匀，观察有无结块现象，否则不可使用。搅拌后应测定稠度，并用配套的稀释剂调整稠度到施工要求的范围内，夏天应取规定的下限，冬天则取上限。（3）施工方法与质量检验：本防腐系统涂料以喷涂为主，以提高工效并使涂层厚度均匀，表面平整美观。喷涂涂料后应根据设计规定和施工规程进行检查，且应对各项工序逐项检查，哪一道不合格哪一道应及时修补，最后检查涂层总厚度和外观至合格为止。2、钢构件防锈漆施工及贮存（1）钢结构运至施工现场后应保持构件表面清洁，对底漆有磨损的地方28、应予以修补。本涂料可按一般危险品规定运输，应贮存在通风的室内。（2）施公前，防锈漆应充分搅拌均匀，如太稠可略加稀释剂后施工。施工最佳条件为：气温在1030，相对湿度不大于10%，施工应在通风良好的环境条件下进行，并应注意避免明火。（3）施工方法为喷涂，防锈漆应分两次涂装，钢构件除锈后，先涂二道醇酸红丹防锈底漆，再涂刷二道醇酸调和漆或磁漆。涂层厚度室外不小于150m，室内不小于125m。（六）、围护结构施工安装1、材料进场：（1）材料进场，应符合设计要求，厂商应附原厂出厂合格证等质保资料。（2）检验各种收边料的规格、尺寸和厚度。（3）检验零配件规格、数量。（4）材料进场时应堆放在指定区域，材料应29、用适当的材料包装，避免损坏、刮碰。2、吊运：（1）材料进场应分批、分类堆放，不能立即使用时应堆放整齐并加盖帆布或彩条布覆盖。（2）地面堆放材料时，为保持干燥必须铺设枕木（枕木高6cm以上），材料不得直接接触地面，枕木间距不得大于3m。（3）材料吊运前应用钢带捆扎束紧。3、材料吊上屋架施工要点：（1）吊放材料前应先设置挡板，防止材料滑落。（2）材料吊运至屋架时，吊杆上垂直吊带的间距不得大于6m，两端需加斜向吊带，以防止滑落，每捆重不大于2T。（3）吊运过程应平稳缓缓吊升，吊车作业范围内，非吊装人员不得靠近。（4）材料吊至屋架后所有皮肋须向上，板面应同一朝向便于安装，并用尼龙绳固定于钢主架上，不得30、放置于衍架中央。4、檩条安装：（1）整平：安装前对檩条支承进行检测和整平，对次梁逐根复查其平整度，安装的次梁间高差控制在5mm范围内。（2）弹线：次梁支承点应按设计要求的支承点位置固定，为此支承点应用线划出将檩条安装就位，按檩条布置图验收。（3）固定：按设计要求进行焊接或螺栓固定，固定前再次调整位置，偏差5mm。（4）验收：次梁安装后由项目技术负责人通知质量员和监理工程师验收确认合格后进入下道工序。5、屋面板、墙板安装（1）按照图纸和产品说明书的要求，对夹心板的运输和压制质量进行验收，以确保夹心板在运输和存放过程中无变形、变色、油漆脱落及破损等现象，同时检查彩板的几何尺寸是否符合设计要求。清除31、的油脂及保护层，以防行走时滑倒。此工程是单层顶板，在施工一定要将檩条撑直，采用檩条间拉杆进行调整，安装时要注意做到美观。屋面板安装时，檐口及横向一定要拉一根钢索绳，用以保证屋面顺直、檐口一致；固定螺钉、铆钉应横纵无歪曲。当天施工完毕，及时把垃圾和施工中产生的铁屑清理干净，以免损坏夹心板面层。（2）天沟、落水头安装整个工程的观感效果就是用角、线和附件来装饰，整个建筑除了使用功能外，更重要的是美观、大方，体现出钢彩板建筑的美观。天沟安装时必须做到接口平整，落水口处密封，落水光要垂直。泛水与饰件和墙面结合处要做到美观，细部安装起到点缀整个建筑的作用。（七）、防火涂料工程本工程钢柱、钢梁面漆涂防火涂料32、，柱耐火极限为2.5h，梁为1.5h。由建设单位委托专业单位设计施工。四、垂直运输及脚手架搭设方案（一）、本工程垂直运输计划使用汽车吊，保证施工正常进行，数量根据实际情况确定。（二）、脚手架搭设安全技术要求及方案：本工程内部采用满堂钢管扣件式脚手架，外部脚手架采用双排钢管扣件式脚手架来满足施工要求。搭设方法与施工注意事项参见有关的建筑安装工程脚手架安全技术操作规程。1、构配件材质1）、钢管（1）钢管：规格483.5mm；表面：黄色。（2）质量符合国家标准直缝电焊钢管（GB/T13793）或低压流体输送用焊接钢管（GB/T3092）；钢号：Q235A级钢。（3）禁止使用：严重腐蚀、弯曲变形、有裂33、缝纹、无出厂合格证和生产许可证或无检测合格证明的管材。（4）立杆两端面切口须平直。严禁有斜口、毛口、卷口等现象。2）、扣件（1） 符合国家标准钢管脚手架扣件（GB15831）（2）禁止使用：脆裂、变形、滑丝、无出厂合格证和生产许可证或无检测合格证明的管材。（3）在螺丝扭紧力矩达65NM时，不得发生破坏。（4）新、旧扣件均应进行防锈处理。3）、拉接用材：钢管483.5mm。4）、脚手板、竹笆：（1）竹笆：应整齐完整，不准使用枯脆、单径、破损、散边的竹笆；（2）木脚手板：厚度不小于5cm，宽度不小于20cm，禁止使用腐朽、有裂纹的脚手板。5）、密目网：（1）网质符合GB1690997标准。（2）234、000目/100m2，每张网上均缝有出厂“合格证”和“安鉴”标志。（3）禁止使用无生产许可证、无出厂合格证、无检测报告的劣质密目网。（4）禁止使用破损和被砼浆水污染的密目网。2、构造要求1）、总要求：横平竖直、连接牢固、地脚着实、层层拉牢，支撑挺直，通畅平坦，安全设施齐全、牢固。2）、尺寸与角度：内架立杆：立杆纵距1.5m，立杆横距1.5m；外架立杆：立杆纵距1.8m，立杆横距1.0m；步距：首步2.0m，二步以上1.8m（净高）；内立杆距墙面0.4m；小横杆深处长度：里面不大于30cm，外面不大于15cm；剪刀撑：每个9米一道，斜度4560；钢管搭接长度不小于1米；拉接点：按二步三跨间距，梅35、花形设置；变形与偏差：立杆垂直偏差1/200（即20米高10cm），大横杆：允许挠度杆长的1/150。3）、扣件扭力矩：螺丝扭紧力矩40NM，且65 NM。4）、立杆（1）接长：对接接长，顶部可采用搭接，搭接长度不小于1米，管端伸出扣件盖板10cm，采用不少于两个的旋转扣件固定；（2）端面：钢管两端面斜切1.7mm；（3）接头：相邻立杆接头相互错开一个步距（不得在同一平面或步距内），同步内相隔接头高差0.5M。5）、扫地杆（1）纵向杆：立杆的底座向上200mm处，应连续设置，用直角扣件与立杆连接；（2）横向杆：在纵向扫地杆的下方，其与每根立杆连接处设置横向扫地杆；6）、剪刀撑：（1）接长：搭接36、接长（不得对接），搭接长度不小于1米，管端伸出扣件盖板10cm，采用不少于两个的旋转扣件固定；（2）高度：与立杆大（小）横杆同步搭设，由底至定连续不断，形成均等菱形状；（3）垫板：底部均必须设置在垫板上；（4）固定应用旋转扣件固定在与之相交的小横杆的伸出端或立杆上；7）、大横竿（1）接长：对接接长；（2）接头：接头相互错开。两根相邻大横竿的接头不宜设置同步或同跨内；（3）杆长：杆件长度不宜小于3跨；8）、拉接与抛撑（1）拉接：拉接采用483.5mm，长度在700mm左右，一端用直角扣件与脚手架内立杆，另一端与结构梁柱内的钢管或钢筋连接。水平间距为3个纵距，垂直间距为3.6m。即二步三跨，梅花形37、设置；（2）抛撑：当脚手架暂不能设置拉接或架高H7米时，应搭设抛撑。抛撑应采用通常杆件与脚手架连接。斜角4560，连接点中心至主接点的距离不大于30cm，每个6跨设置一根，在拉接安装好以后方可拆除抛撑。9）、脚手板、竹笆（1）室内满堂脚手架竹笆铺设：室内脚手架施工操作层必须满铺双层竹笆，上下层间隔不少于300mm，除了保证作业人员的安全外，还应能保证架体下的设备、管道不受损坏；（1）室外脚手架竹笆铺设：施工操作层必须满铺竹笆，不少于3步；（2）竹笆固定：竹笆绑扎牢固，四个角应用直径1.2mm的镀锌铁丝固定在大横竿上。10）、上下通道：设外走道或内爬梯通往各作业层，与脚手架同步搭设；通道坡度：走38、人1：3，运物1：6；每隔2530cm设置一道防滑条。3、安全防护1）、防护栏杆：（1）外护栏高度：由第二步起必须在1.2m和0.6m高处分别设置两道外防护栏杆；顶部应在1.3m、0.9m、0.4m高处，分别设置三道防护栏杆，高处女儿墙上皮1米；（2）内防护栏杆：脚手架内侧位于垂直洞口段，坠落高度大于2米时，应设上下两道内防护栏杆，并随脚手架同步搭设，高度同外护栏；（3）护栏高度：护栏高度必须始终高于作业面11.2米；（4）封端：脚手架端部设两道栏杆封头；2）、接地（1）接地电阻值不大于4，并有测试记录；（2）脚手架每转角一组（二根4.8*3.5mm镀锌钢管，打入地下1.5m，外露长度10cm39、）。（3）分别在导线电气连接连接点处的钢管上焊接M12螺杆，用于连接接电线，不得将接地导线用扣件连接。（4）接地线为10mm2多股铜导线，亦可用10钢筋或404的镀锌扁钢作接地线。3）、水平隔离（1）当立杆与建筑物墙面之间的间距大于15cm以上时，应设水平隔离；（2）隔离方法：在小横杆悬挑部位，通长绑扣两根纵向杆件，再铺上条形竹笆或条形安全网（网眼2.5cm）；（3）脚手架与内侧与结构凹入部分形成的水平洞井，应每步均做隔离；（4）水平隔离要及时设置到位，保证作业人员可能坠落的高度小于2M。4）、进出口防护棚（1）每一进出通道口上方均应搭设防护棚；（2）搭设尺寸：棚净高3.5米，宽度：两侧大于通40、道口宽度1.5米，长度大于脚手架相应坠落半径值。（3）当建筑物檐高度H24m时，防护棚顶为一层，当建筑物檐高度H 24m或位于吊装区域时，防护棚顶应设双层，层距为800mm。3、脚手架搭设工艺1）搭设脚手架既要确保脚手架稳固可靠，外观横平竖直，几何图形一致，又要保证架子工自身的安全保障，要求架子工必须遵守搭设程序，不得随意施工，又要集体配合。2）脚手架搭设人员必须持证上岗，严禁无证操作。并经相关部门进行安全技术交底后，方可进行搭设作业。3）杆件的运输、操作部位的材料堆放都必须服从高处作业技术规范的要求。严格禁止物件传递以抛掷的方式进行。4、脚手架安全技术措施1）脚手架搭设标准：横平竖直，连接牢41、固，底脚着实，层层拖牢，支撑挺直，通畅平坦，安全设施齐全、牢固。2）脚手架不得钢竹混搭，主要受力杆件，如立杆、大横杆、小横杆和剪刀撑等在同一建筑立面必须使用同一材质的材料。3）脚手架架设工必须具备中华人民共和国国家标准特殊作业人员安全技术考核管理规则（GB530685）要求的条件，经培训考核，取得“XX市特种作业人员安全操作证”后，才能进行脚手架的搭设和拆除工作。4）施工现场必须建立严格的脚手架分阶段验收制度和专人维修保养制度，基础未经验收不得搭设脚手架，分阶段搭设的脚手架，实行分阶段验收，验收记录应存档。使用未经验收或验收不合格的脚手架，要按违章指挥追究有关领导人的责任。5）架子工必须熟悉脚42、手架安全操作规程，严格按规程的要求搭设，在搭设中要正确佩戴和使用劳动保护用品。6）脚手架的地基必须平整夯实，有排水措施，脚手架一经搭设，其地基即不准随意开挖。7）脚手架每平方米的施工荷载：砌筑脚手架不超过270kg，只允许在两步脚手架上同时堆物；粉刷脚手架不超过200kg，只允许在三步脚手架上同时施工。脚手架上不准超载，垃圾杂物必须经常清理。8）严禁在脚手架上接缆风绳和设置起重吊杆，不准在脚手架上搁置运料滑糟及搭设受料平台，不准采用斜拉斜吊的方式从脚手架上进料。9）脚手架的杆件、扣件、竹篾和拉墙铅丝等严禁随意拆除，违者从严论处。10）施工现场必须健全脚手架的检查维修管理制度，脚手架搭设应有专人43、负责监视保养，并做好例保记录，要健全脚手架的巡视值班制度，梅雨季节、台风暴雨期间要加强检查，发现隐患立即进行加固。5、脚手架的拆除1）拆除作业必须由上而下逐层进行，严禁上下同时作业；2）当脚手架拆至下部最后一根长立杆的高度（约6.5m）时，应先在适当位置搭设临时抛撑加固后，再拆除连墙件；3）当脚手架采取分段、分立面拆除时，对不拆除的脚手架两端，应先设置连墙件和横向斜撑加固。4）各构配件严禁抛掷至地面；5）运至地面的构配件及时检查、整修与保养，并按品种、规格随时码堆存放。第五章 保证工程质量的技术组织措施一、确定工程质量目标工程质量目标：一次性验收合格二、技术管理措施1、认证贯彻“质量第一”的方44、针，进一步提高现场施工和管理人员对质量第一重要性的认识，加强质量意识教育和专业技术培训。严格执行国家和襄阳市的“强制性条文”。2、认真组织各施工管理人员学习设计图纸和标书的有关条款，领会设计意图，掌握标书文件，严格按图纸施工。坚持施工前的图纸会审和施工中的技术核定制度，平时做好各分项工程技术资料的收集、整理和归档工作。3、推行全面质量管理，落实各级责任制，坚持“三检制”，推行“样板制”和“挂牌制”，做到各分项工程一次验收合格。4、坚持测量放线的复核制度，加强对建筑物轴线的复核及标高和垂直度的测控。重要的放线应经有关人员预检，复核后方能进行下道工序。5、加强原材料和半成品、构配件的进场检查检验制45、度，特别是钢筋、钢材、围护材料、焊接材料等，不但要有材质合格证，而且要经试验室复试合格后才能使用。三、质量管理措施1、质量保证体系（1）、质量保证体系运行图 各专业班组 监督与控制抓紧质量攻关项目开展QC质量活动提高工程质量使用循环,抓全过程的质量管理质量管理活动技 术 主 管检查制度质量信息收集分析实施质量三步到位检查制加强自检、互检、专检收集反馈信息分析做好台帐 结果分析每周举行现场质量交流会严格落实(管理、作业层)质量责任制，加强自检、互检、专检制度 生产经理质量成本分析与控制坚持每道工序前的质量交底督促质量管理措施的落实质量责任制 经 理保证工程竣工一次合格保证预埋管一次成优保证分项工46、程合格率达到100%方针计划（2）、本工程质量保证体系的建立将以下列制度和规定作为依据：本工程施工招标文件所规定的质量要求和目标。本公司经认证符合ISO9002之质量保证制度和程序。符合本公司的有关规定。（3）、本公司质量保证体系主要包括以下内容：人员组织机构和管理职责。质量保证体系的人员组织机构明确制定所有与质量相关的人员的职责，包括质量、技术、成本等管理人员，保证所有管理人员以质量岗位责任制对照自己，人人注重质量。保证质量技术措施在工程施工的前期阶段，本公司将结合施工方案和施工工艺制定详细的质量保证技术措施，主要包括质量手册、质量保证程序、施工质量计划、检查和测试计划等。质量保证措施，定期47、有主要管理人员总结实施情况，并随时接受业主、设计和监理的检查。 合同措施根据项目特殊性，中标后本公司即组织项目管理人员进行合同熟悉，领会合同精神，让所有参建人员充分了解业主和合同要求的质量标准、技术规范和国家标准，统一思想。设计和变更控制措施所有涉及工程范围内的设计工作都需经过预先制定的质量控制程序，杜绝任何质量缺陷发生，在设计图纸实施前，加强图纸会审、技术核定和设计变更的管理。质量保证资料和数据控制措施所有涉及工程质量记录的文书资料必须有专人管理和控制，做到现场施工人员为实施作业、质量检测统计等需要即可随时取用，亦可随时接受业主、监理单位的抽查，并在三步到位、竣工验收时保证原始工程资料、分类48、资料分别保管和装订成册。施工控制包括编制施工方案、确定施工工艺、现场实际操作直至竣工维修。在设计施工方案和施工工艺时，将指出施工中影响质量方面的防范措施，确保施工中这方面的质量得到严格控制，在实际施工操作中，所有操作程序将严格按照有关规范、质量手册和质量保证程序进行，确保施工质量达到控制的标准，并采取措施对已完成的项目进行必要的维护工作，以免受任何质量损害。材料、设备控制本公司将制定详细的程序以控制工程所有成品与半成品材料、设备等质量，确保符合有关标准和规范，对甲供材料亦同等对待，所有材料供应必须由合格供应商提供。质量检查和测试本公司在施工方案中将制定严密的质量和测试计划，贯穿于施工全过程。所49、有现场内外的检测记录都须妥善存档，并按要求供給业主、设计和监理检查。（4）、质量目标确保工程质量一次性验收合格，本公司将认真地按照质量标准、规范、设计的要求以及业主和监理发出的指令施工，真正做到精工细作。质量等级评定根据XX市建设工程竣工备案制的有关规定执行。在实现主体结构工程质量目标的同时，抓好给排水、电气、弱电等其他专业工程的质量。保证在施工过程中重大质量事故为零。为实现本工程质量优良的目标，不但要在施工过程中狠抓工程各方面的质量工作，而且要配合好政府监督部门，重点抓好各个分部工程的验收工作，才能确保本工程质量100%的一次性验收合格。2、施工准备过程的质量控制（1）、严格按照ISO90050、1质量体系的要求，按照公司质量计划书，落实施工过程控制的责任，适应程序的具体规定，保证施工过程按照规定进行有效控制，以满足业主的要求。（2）、认真抓好工人质量过程的意识教育，使全体管理人员及操作工人牢固树立“质量第一”的主导思想，以“质量是企业的生命”为题，宣传质量的重要性，将质量意识贯彻到每个职工的头脑中，明确本工程的质量目标。（3）、制定本工程质量创优的实施计划及相应细则。制定特殊部位工程质量保证措施。制定主要分部分项工程质量保证体系及质量检查计划。（4）、优化施工方案，积极采用先进的施工工艺，科学的安排施工进度计划，合理调配劳动力，对总体计划要有周全、细致的安排，对施工中出现的技术问题，51、要有详细的针对性措施。（5）、积极参加图纸会审，对施工班组和职工做好技术交底工作，组织学习各项技术标准、施工规范、操作要点，并进行技术交流。（6）、建立由公司总工程师组成的有效的质量监督机构，建立各级保证工程质量的责任制。3、施工过程的质量控制（1）、严格质量检查验收，对分部分项工程严格执行“三检制”对操作人员进行定人、定岗位、挂牌施工，及时搞好质量等级的验收评定工作，对主要分部分项工程开展TQC活动。各班组在自检、互检的基础上进行交接检查，上道工序不合格决不进行下道工序施工。（2）、认真做好隐蔽工程验收和技术复核工作。隐蔽工程按规定进行验收，合格后方能进行下一道工序的施工。认真做好施工日记，52、及时办理各种签证，做好各类工程档案资料的收集、归档工作。（3）、按网络计划施工，遵循施工组织总策划的指导，按照其要求控制施工进度，保证各项具体方案和措施的落实，当进度与计划发生矛盾时，要服从质量，承包任务则首先承包质量。4、使用过程中的质量管理（1）、及时回访。工程交付使用后，由有关领导到建设单位调查访问，听取用户对工程质量的意见，了解工程的实际使用效果。（2）、按规定实行保修，对由于施工造成的质量问题，提供无偿保修，分析原因，为进一步改进施工质量提供依据。第六章 安全生产的技术组织措施一、安全施工的目标按照“襄阳市施工现场安全生产保证体系建立和实施”（DDJ08-903-98）的要求及建设部53、JGJ59-99安全设施的标准，确立了本工程的安全目标：重大伤亡事故为零，创市标化管理达标工地。为了确保达到这一目标我们结合本工程的特点，以人为本，以提高员工自我保护和互助能力为核心，并根据施工实践制定了一整套的安全技术组织措施。二、安全管理体系项目经理遵守安全生产六大纪律加强自我保护意识听从管理人员指挥专业施工队编制安全技术方案安全设备设施验收特殊施工安全交底机电设备检查保养维修机电安全使用制度落实起重电焊班组安全教育安全检查监督整改职工违章教育处理安全资料台帐积累施工生产安全交底施工过程安全监督各班组的安全教育机管员安全员施工员项目工程师制定有关安全规章制度监督指导安全措施贯彻落实安全奖罚54、工作三、本工程安全管理目标（1）、杜绝重大伤亡、设备、火灾、管线等重大事故。（2）、工地安全检查达标。（JGJ59-99标准）（3）、安全文明标准化工地。四、确保安全施工的技术组织措施1、安全责任（1）、工程项目经理为项目安全生产第一责任人，负责工程生产安全。逐级建立安全生产责任制，建立安全管理网络，形成有力的安全生产保证体系。认真执行“安全第一，预防为主”的安全方针，切实落实各项安全规程和规章制度，定期召开安全生产会，分析安全状况，查找隐患，解决不安全因素，将事故消灭在萌芽中。（2）、分管技术的项目主任工程师负责组织安全技术措施的编制和审核，安全技术的交底和安全技术教育。（3）、施工员对分管55、施工范围内的安全施工负责，贯彻落实各项安全技术措施。（4）、工地设专职安全管理人员，负责安全管理和监督检查。（5）、各专业人员都有岗位的安全职责。2、安全施工总体措施（1）、严格执行现场标准化管理规定，以安全生产作为标准化管理的重点，执行安全生产六大纪律及建筑安全生产的规范、规定，编制安全措施，做好安全交底。所有施工方案都必须有安全技术措施。安全技术措施要有针对性，特殊工程要编制单项安全技术专项方案，本工程桩基的有关安全技术方案已在施工方案中编制。（2）、坚持“安全为了生产，生产必须安全”，“安全第一”的观念，做到施工现场有隐患立即整改，发现违章立即制止，确保施工安全。（3）、制定各项安全技术56、操作规程，以及制定各项安全生产责任制、管理制度，并将有关制度、规定上工地办公室墙。现场制作、设置安全标志。建立遵章守纪台帐，做好工伤事故上报、处理、登记工作。（4）、项目部每天进行安全检查，对检查出事故隐患的整改，做到定人、定时、定措施。做好安全检查记录。认真组织班前安全活动，组织做好上岗检查、上岗交底、上岗记录和每周一讲评的“三上岗、一讲评”。（5）、现场道路、材料堆放、管道和电线走向、机电等临时设施其平面布置要符合安全、卫生、防火的要求，做到安全生产，文明施工。（6）、施工现场的入口处和现场坑、井、沟、洞、易燃易爆场所、变压器周围都应有围栏或盖板和安全标志，提醒工人注意作业安全。（7）、进57、入现场的一切人员必须佩戴出入证，严格遵守现场安全生产管理制度，从事高空作业要挂好安全带，严禁从高处向下抛投物料，不准穿拖鞋或赤脚进场作业。（8）、配备工地安保人员实行三班值勤和夜间检查制度。（9）、认真执行建设单位关于安全生产方面的各项安全、防火规定。第七章 文明施工的技术组织措施一、文明标准化施工目标本工程现场将实现标准化文明施工管理，严格按照“襄阳市建设工程施工现场安全标准管理”的有关规定实施，确保工程总体质量合格。二、文明标准化施工保证体系标化主管施工员项目工程师标化资料记录违章教育处理标化检查整改落手清预检施工过程中监督落手清交底检查标准化工作现场排水布置编制合理场布图建立标化奖罚制度58、监督标化措施落实分包单位制定标化制度项目经理三、文明建设措施1、在工地四周的围墙、建筑物、办公室外墙等地方，设置反映企业精神，时代面貌的醒目宣传标语，工地内设置宣传栏、黑板报等宣传设施，及时反映工地内各类动态。2、开展文明教育，施工人员均遵守市民文明规范。4、工地现场做到道路畅通、平坦整洁；建筑物周围浇捣散水坡，四周保持洁净，地面平整无积水，无散落的“五头”、“五底”及杂物，场地排水构成系统，并畅通不堵。5、加强工地治安综合治理，做到目标管理、制度落实、责任到人。施工现场治安防范措施有力，重点要害部位防范设施有效到位。6、做好社区服务工作，工地有专人负责协调与业主、所在地警署、居委、市政交通、59、环卫等单位的横向关系，签订各类协议书和责任书，定期主动召开会议，听取他们对工程建设的有关意见，保证工程文明施工，使工程成为爱民工程、便民工程。7、现场施工人员均佩戴胸卡，胸卡以工作部门、单位为依据，按一定规则统一编号。8、现场施工人员及现场管理人员按不同工作单位佩戴不同颜色的安全帽和穿着不同颜色的工作服装。第八章 保证工期的技术措施在施工中我们将采用成熟的施工工艺，切合实际地划分施工区、段，选择合理的流水节拍及合理的配置劳动力计划，以保证各分部分项工程进度，保证本工程的顺利进行，并做好施工配合协调工作，使之同步达到设计工期要求，以保证工期目标的实现。一、保证措施1、技术保证措施（1）、本工程采60、用计划网络控制管理，即：根据业主要求的施工进度计划来编制施工网络计划，不断优化，并将严格控制网络关键路线和关键节点的实现。（2）、项目部用周计划控制分部分项进度，用节点控制总进度，确保工程按计划完成。（3）、项目部将发挥优势，依托我公司雄厚的施工力量，确保机械设备供应、材料供应及劳动力配备，保证工程顺利进行。（4）、对施工用的材料、设备要加强计划性管理，编制设备、材料进场时间。对业主提供的特殊材料也要进行验收，并将验收情况在24h内用书面通知业主，对其他设备、材料供应定向、定型采购订货，确保供应的及时性，避免误工现象，提高工时利用率。（5）、充分发挥我公司施工、技术、管理上的优势，组织施工队同61、步施工、搭接、穿插施工，确保工期目标实现。2、劳动力保证措施（1）、根据方案实施要求及进度和劳动力需求计划，结合施工阶段，组织劳动力分批进场，并建立相应领导体系和管理制度。（2）、根据工程项目需要，以本公司长期合作在相应工程项目使用的劳务合格队伍作为选择对象，并采用招标形式选择出优秀的劳务施工队伍。（3）、根据劳务分包工程项目的需要和劳务施工队的技术、质量、施工管理能力，择优选择施工的劳务队伍。（4）、项目部按月对劳务队伍的作业签发合同履约单，安排施工任务，并检查监督施工作业队伍的操作质量、安全生产和现场用料等情况，并提供真实资料，报告公司劳资科进行核查。（5）、我们对劳务施工人员所需生活后勤62、已经做了充分的考虑安排，包括居住、通信、饮食起居等方面，以保证他们无后顾之忧，全身心投入施工工作，确保施工按计划进行。3、组织保证措施（1）、若本工程中标后，在最短的时间内进场，尽快熟悉工程情况，全面了解影响工期的各方面因素。随即进行施工准备工作，做好工程轴线、水平标高等测量工作。（2）、项目经理部认真研究并根据标书为蓝本，制定出详尽的工期进度计划，包括其施工计划的细部优化。（3）、由于要尽量缩短工期，则必须调整好劳动力、机械设备及各种材料的使用、供应中的各种关系，保证供应的及时性、合理性。（4）、由我公司生产经理主持召开每旬一次的项目经理部会议，针对施工进度、物质、劳动力、资金和设备进行总调63、度和平衡，解决施工中的矛盾和问题，使本工程顺利进行。（5）、项目经理部以周计划控制分部分项工程进度，按计划要求每周召开一次平衡调度会，及时解决劳动力、施工材料、设备调度问题，确保工程按计划实施。（6）、充分利用本公司的材料设备优势，所需设备及材料随时可调运现场，为加快工程进度做有力保证。（7）、充分发挥我公司施工组织管理优势，组织多支成建制的作业队参加施工。第九章 主要施工机械设备情况表一、主要施工机械选用表序号机械名称规格单位数量用途1汽车起重机QY-25T台1吊装工程2电弧焊机BX3-500-2台2焊接3氧气乙炔气套2切割、打眼4钻床台1打眼5手砂轮机S-60台2切割墙砖、地砖6冲击钻日立64、台2安装、装饰打眼7手拉葫芦1t台1起吊8吊带1t根8起吊7振动棒台1浇筑混凝土8钢筋切断机台1切断钢筋第十章 主要劳动力安排计划一、本项目根据工程量、总工期、工程质量、文明施工、安全生产等各项技术指标的要求。在施工过程中，根据不同的工作量，不同的工种，按计划进度与实际进度需要，进行调配不同工种的施工人员。二、主要劳动力用工计划：根据本工程特点，共安排以下6个工种级别共22人：序号工种人数1起重工2人2安装工4人3电焊工3人4油漆工2人5钢筋工2人6土建工9人第十一章 工程质量保修措施和回访一、本工程在工程竣工时，我公司将按照建设工程质量管理条例、房屋建设工程质量保修办法的有关规定，向建设单位65、签订保修合同，出具工程质量保修书，并按规定履行保修义务和责任。二、工程项目在竣工验收交付使用后，按照合同和有关规定，及时回访。保修期内回访由项目经理组织原项目组成员，主动对交付使用的竣工工程进行回访，听取用户对工程质量的意见，填写质量回访表，报公司及甲方有关技术与生产部门备案。三、在保修期内，属于施工单位施工过程中造成的质量问题，要负责维修，不留隐患。一般工程项目竣工后，按工程合同所规定的保修金进行保留，保修期满后退回承包单位。四、在接到用户来访、来信的质量投诉后，立即组织力量维修，做到随叫随到。9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA66、9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTX67、Rm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv68、$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$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8Kqq69、fHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxG89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuW70、FA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vST71、T#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmY72、WpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8973、AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVku74、m&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&k75、sv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv76、$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpaz77、adNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz84!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4N78、GpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%79、Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnG80、K8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9w81、EwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz84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