西固区柴家台小学教学楼工程施工组织设计

西固区柴家台小学教学楼工程施工组织设计西固区柴家台小学教学楼工程施工组织设计审批：年月日审核：年月日编制：年月日甘肃第一安装工程有限公司 西固区柴家台小学教学楼工程施工组织设计目录1、编制依据32、工程概况42.1工程简介43、施工执行技术标准、规范及参考资料44.施工组织及部署54.1工程管理目标54.2施工准备工作4.3现场施工组织及管理74.4施工管理人员配备及保证体系设置74.5施工用水、用电、用地计划94.6劳动力组织准备94.7相关项目管理制度94.8施工现场总平面规划的原则214.9内、外部关系的协调215、施工方案及主要技术措施215.1施工测量215.2基础施工235.3主体施工245.4装修工程355.5门窗安装385.6屋面工程395.7安装工程施工方案436、施工进度计划及保证措施556.1、进度控制计划556.2、进度计划保证措施557、质量保证措施577.1、质量目标577.2、质量保证体系587.3工程质量控制的特点587.4、质量控制原则和制度597.5、质量控制过程607.6、质量要素的控制607.7、关键工序质量保证措施608、安全保证措施628.1、建立安全责任制628.2施工人员的要求638.3对施工机具的要求658.4对起重作业的要求658.5安全保证措施的贯彻执行668.6安全组织保证措施668.7消防安全管理措施679、现场文明施工措施689.1、文明施工管理措施689.2、环境保护70 西固区柴家台小学教学楼工程施工组织设计10.雨季施工注意事项及其技术措施7011、合理化建议7112、工程回访及售后服务71附件一：劳动力安排计划73附表二：施工机具计划74附件三：施工进度计划75附件四:施工总平面图76 西固区柴家台小学教学楼工程施工组织设计西固区柴家台小学教学楼工程施工组织设计1、编制依据1.1依据甘肃商建工程招标咨询有限公司发布的《西固区柴家台小学教学楼工程》招标文件及施工图纸；1.2对工程现场和周围环境进行现场考察所获取的有关资料；1.3与该项目有关的国家、行业及地方施工验收规范、标准；1.4甘肃第一安装工程有限公司企业管理标准及《程序文件》、《项目安全生产操作手册》；1.5甘肃第一安装工程有限公司历年类似工程施工经验、技术力量、机械装备能力及经济实力。2、工程概况2.1工程简介2.1.1工程名称：西固区柴家台小学教学楼2.1.2建设单位：兰州市西固区柴家台小学；2.1.3设计单位：甘肃宁远建筑设计院；2.1.4建设地点：西固区柴家台小学院内2.1.5招标范围：施工图范围以内全部建安工程。2.1.6建设规模及特征描述：地下为井桩-筏形基础，主体为框架的二层教学楼，总建筑面积700m2,层高3.60m，檐口总高7.50m。2.1.7工程质量等级：工程质量达到合格标准。2.1.8工期要求：2012年10月1日～2013年03月31日，计划工期182日历天。 西固区柴家台小学教学楼工程施工组织设计3、施工执行技术标准、规范及参考资料《湿陷黄土地区建筑规范》（GB50025-2004）；《建筑地基基础工程施工质量验收规范》（GB50202-2002）；《建筑地面工程施工质量验收规范》（GB50290-2002）；《建筑给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）；《砌体工程施工质量验收规范》（GB50203-2002）；《砼结构工程施工质量验收规范》（GB50204-2002）；《钢结构工程施工质量验收规范》（GB50205-2002）；《建筑电气工程施工质量验收规范》（GB50202-2002）；《建筑玻璃应用技术规程》（JGJ113）；《建筑工程标准图集》（甘02J06-3；02J08；02J4-3;02J01;）；《建筑工程安全检查标准》（JGJ59-2011）；《建筑玻璃应用技术规程》（JGJ113）；《建筑玻璃应用技术规程》（JGJ113）；兰州市西固区月牙桥中心学校教学楼及辅助用房工程施工图纸；我司的《管理制度》、《管理体系文件》、《项目安全生产操作手册》。4.施工组织及部署4.1工程管理目标4.1.1工程质量目标本工程在施工过程中严格执行相关现行的国家施工验收技术规范、设计图纸、施工设计说明书、设计变更等技术文件；严格按GB/TI9002-IS09002质量管理和质量保证体系进行过程管控 西固区柴家台小学教学楼工程施工组织设计；推广先进技术，运用我司的部分专利，精心组织，精心施工，保证工程质量合格、业主满意。4.1.2施工工期目标本工程工期为182天。4.1.3安全生产目标根据公司安全生产管理目标将项目目标细化分解为：重大危险源得到控制和消除；工程施工人身意外伤害保险投保率100%；特种作业人员持证上岗率100%；重大伤亡、机械、火灾事故为零，轻伤事故频率控制在千分之一以下，施工现场安全生产达标率达到100%，文明施工达标率100%。4.1.4文明施工管理目标临建设施、机械设备和材料堆放严格按审定后的施工现场平面布置图布置，加强施工管理，做好工程周围环境的卫生清理工作，保持施工现场清洁。4.2施工准备工作  4.2.1现场准备；1〉组织检查验收定位基准点桩位，标高控制点，引测各控制点；2〉清除现场障碍物，搭设临时设施，安排生活设施；3〉布置现场道路及材料堆场；4〉布置现场水源、电源、交通、排水暂设工程；5〉材料进场组织；6〉落实班组任务；4.2.2 西固区柴家台小学教学楼工程施工组织设计技术准备1〉领会设计意图、学习设计图纸。施工前由项目技术负责人组织施工技术人员，认真学习熟悉设计图纸，发现不明确之处做好记录，向设计人员提出，由设计解答。进行施工图纸会审，修正图纸中的问题和错误，并清楚落实施工内容及时间要求。施工组织设计及施工方案提交监理进行批准和交底。2〉现场踏勘对施工现场进行全面踏勘，把影响施工的设施等记录下来与业主协商进行处理。了解现场附近的水源、电源、场地及材料运输道路等情况。3〉测量对业主提供的导线桩、水平点进行复核、校对并进行中线加密、水平点加密、导线桩加固保护等工作。4.2.3物资准备1〉根据施工总体进度计划，各分包单位制定物资采购、供应计划。2〉制定物资设备定货工作，明确订货标准，订货程序，为下一步物资采购作好准备。3〉以材料进场计划为依据做好现场施工平面图中材料存放场地的平整、夯实、排水和围挡工作。4.3现场施工组织及管理1）在施工过程中，严格按照经甲方代表监理工程师（建设方）批准的“施工组织设计”进行，接受对施工单位的质量管理,接受甲方代表监理工程师（建设方）的验收和检查,并按要求予以整改。2）严格按我公司已建立的质量控制和管理制度进行施工，确保工程质量、进度、安全目标实现。 西固区柴家台小学教学楼工程施工组织设计3）所有进入现场使用的成品、半成品、设备及材料都向甲方代表和监理工程师提交产品合格证或质量保证书，按规定该复检的必须委托符合资质要求的实验室复检。4.4施工管理人员配备及保证体系设置4.4.1主要管理人员配备序号拟任职务姓名职称1项目经理程建通高级工程师2技术总负责人赵仕民工程师3现场负责人赵仕民工程师4材料员张浩经济师5施工员魏海龙高级工程师6安全员程永刚助理工程师7质检员张玲霞助理工程师8机管员梁爱华助理工程师9造价员张德荣助理工程师 西固区柴家台小学教学楼工程施工组织设计4.4.2项目组织机构保证体系：项目经理：程建通技术负责：赵仕民专职安全员：陈永刚材料员机械员施工员资料员质检员取样员各施工班组4.4.3安全生产领导小组组长：程建通副组长：赵仕民成员：陈永刚4.5施工用水、用电、用地计划1〉根据本工程具体情况，施工用水、用电与业主联系解决。施工用水引进采用DN80镀锌给水管，施工现场用水采用DN25~50镀锌给水管。2〉选用BV-35mm的铜芯线即可满足要求，因而总电源进线为BV-4×35mm ,重复接地进线选用BV－1×16 mm 。本工程施工用电总电源从业主指定位置引入，在引入处设立总配电箱。施工用电采用三相 西固区柴家台小学教学楼工程施工组织设计五线制，因而本工地的所有配电箱、开关箱箱体均要求进行重复接地，各施工机具要进行保护接地，且接地电阻值要求不大于4欧姆，重复接地线为BV-16mm绝缘铜芯线，与机械设备连接的保护接地线为绝缘铜芯线，其截面依据相线截面而定，不小于相线截面的一半，特别是各移动电气工具更要与它做好电气连接。与机具直接相连的开关均要用漏电保护开关。4.6劳动力组织准备1〉不同分项工程在不同施工部位，有不同用工情况，分阶段制定有效劳动力需用量计划，保障生产顺利进行（见附件一）。2〉选择参加过同类型大型工程建设的并且管理素质高的施工队伍，确保特殊工种持证上岗。签定劳务用工合同。3〉为落实施工计划和安全技术责任制，应按管理系统逐级进行交底。其中包括：工程施工进度计划和月、旬、周作业计划，各项安全技术措施、降低成本措施和质量保证措施；质量标准和验收规范要求；树立参加奥运会工程建设的使命感和责任感。4.7相关项目管理制度4.7.1职责1）项目经理安全职责(1)项目经理是项目安全生产第一责任人，对项目安全管理工作全面负责；(2)项目开工前组织建立安全保证体系，聘任专职安全员；(3)制定项目安全管理目标，落实安全责任分工及考核奖罚办法，每月召开一次项目安全管理会议；(4)参加项目部组织的安全检查，抓好事故隐患整改工作；(5)负责施工项目安全投入，落实资金投入计划； 西固区柴家台小学教学楼工程施工组织设计(6)组织并参加项目安全值班，做好安全值班记录；(7)主持项目施工中危险因素的识别评价工作；(8)及时报告工伤事故，保护事故现场，组织事故抢险，防止事故扩大。2）项目副经理、技术负责人安全职责(1)贯彻落实管生产必须管安全、谁主管谁负责的原则，在组织安排生产过程中，认真落实安全责任及安全防护措施；(2)负责组织编制施工组织设计（施工方案，作业指导书，临电施工组织设计）和安全技术措施；(3)组织项目部每周一次的安全检查，负责安全隐患的整改、验收工作；(4)负责项目部职工的三级教育和施工人员的进场安全教育工作，坚持作业人员持证上岗；(5)参加项目部安全值班，做好值班记录；(6)负责项目安全防护措施的落实验收工作，坚持不违章指挥，制止违章作业；(7)负责项目日常安全管理工作。3）项目施工员安全职责(1)对本专业的安全管理工作负直接责任，对本专业的安全防护工作负管理职责；(2)按照承担的施工任务辨识危险、危害因素，编制本专业的施工安全技术防护措施和重大危险因素管理方案；(3) 西固区柴家台小学教学楼工程施工组织设计根据施工任务，每月对施工班组进行一次安全技术交底；对项目分部、分项工程开工前要进行有针对性的安全技术交底；对于特殊的分部、分项工程要进行专项安全技术交底；(4)组织本专业安全防护措施的制定、落实、验收工作，并报项目副经理确认；(5)组织班组每周一的安全活动，对班组活动记录每月检查一次；(6)参加项目部组织的安全检查，对本专业的安全隐患实施整改验证；(7)负责对本专业施工人员的安全教育、培训工作；(8)参加项目安全值班，并做好值班记录；坚持不违章指挥，制止班组违章作业。4）项目安全员职责(1)负责项目部日常安全管理工作，做好项目部的安全宣传，搜集相关的法律、法规并组织贯彻学习及安全活动的开展工作；(2)抓好项目部安全教育，督促指导班组做好“三级”安全教育和施工人员进场教育工作；(3)做好施工现场的安全检查、抽查和巡查工作；纠正班组人员违章作业现象，督促事故隐患的及时整改、验证工作；(4)参加施工现场临电、施工机械、架子搭设、“三宝”“四口”等安全防护设施的检查、验收工作；(5)做好项目部安全管理资料的收集、整理、归档，编制项目安全投入计划，总结项目安全管理工作，按时上报安全报表。5）项目材料、设备管理人员安全职责(1)按时供给职工劳动防护用品，确保劳动防护用品质量符合劳动保护要求； 西固区柴家台小学教学楼工程施工组织设计(2)提供合格的施工机具，做好施工机具的日常保养、维修工作确保施工机具完好；(3)做好项目部材料设备仓库的安全管理工作，对有毒、有害、易燃、易爆物品分类、分库存放，消防设施到位。6）项目施工班长安全职责(1)施工班长是安全生产的直接操作者和直接责任者，负安全生产的直接责任；(2)严格遵守安全技术操作规程，听从安全管理人员指挥，做到不违章作业，不冒险作业；(3)认真执行安全技术交底内容，落实安全技术防护措施；(4)正确使用和保养施工机械、电动工具和劳动防护用品，发现问题及时整改或报告有关人员，保证施工人员安全；5)认真组织周一班组安全活动，开好班前安全会，做好班组安全活动记录。7）项目部维修电工安全职责(1)认真按照《施工现场临时用电安全技术规范》JGJ46－2005要求做好施工现场临时用电设施使用、维护工作；确保施工用电安全；(2)坚持班前、中、后临时用电安全检查，及时排除用电故障；(3)认真填写用电设施的检查、维修、测试记录。(4)值班人员必须保持24小时电话开机。(5)对所有配电盘上锁集中管理，并在配电盘上悬挂标识牌（如图）。 西固区柴家台小学教学楼工程施工组织设计配电盘管理规定为保证本施工现场的用电安全，临时用电由专人管理，其他任何人不得随意接电、损坏用电设备，有问题必须根据以下信息联系责任人或值班人处理。责任人：联系电话：值班电工:联系电话：本配电盘所供电区域：8）操作人员安全职责：(1)熟悉本工种安全技术操作规程，在作业中认真按照操作规程执行，不违章作业，不冒险作业，保护好自己，不伤害他人，不被他人伤害；(2)认真听从安全生产管理人员的指挥，规范执行项目安全管理规定，正确使用劳动防护用品和施工机具；爱护和维护安全设施，发现安全隐患及时报告有关人员。(3)有权拒绝在不安全的环境下施工作业。4.7.2安全生产技术交底制度1）施工现场的安全、质量技术专项方案必须由技术负责人熟悉图纸，理解设计意图、掌握施工现场环境，依据相关操作规程、规范、标准编写，经公司总工程师审批合格后，对项目管理人员进行技术交底，对个别危险性较大，需要论证的提前通知公司，公司组织专家进行论证可行性，论证通过后由技术负责人向项目管理人员技术交底。 西固区柴家台小学教学楼工程施工组织设计2）分部分项安全、质量技术交底必须按施工工序、施工部位、施工栋号进行，由技术负责人编写交底内容，交底内容必须要有可操作性，即通用性内容和针对性内容；同时向项目部管理人员交底、施工员直接向班组长、操作人员交底，交底必须要有记录，并要有本人签字的签到表。3）班前交底：可根据当天的工作内容、工作环境进行交底，如没有较大危险源及较大安全隐患的环境施工时，可在当天班前口头交底；如识别出无法彻底消除的危险源，以采取措施降低风险的作业或环境施工时，必须编写针对性的技术交底，并要求接受交底的人员本人签字，要求交底人留有可追溯性记录。4)安全教育、技术交底必须由专职安全员全程监督。项目部、公司对安全员的工作监督检查。4.7.3项目安全生产检查制度1）安全检查制度（1）安全检查采取定期检查与不定期抽检及专业检查等相结合的手段，检查施工现场的违章现象和不安全因素，检查施工管理人员及特种作业人员的持证上岗，安全施工方案及安全技术交底，定期检查整改记录，职工安全教育活动记录，促使安全检查管理形成一种有效的管理机制。 西固区柴家台小学教学楼工程施工组织设计（2）在检查中，对检查出的施工隐患应及时认真落实整改，班组、车间、施工队应进行自检互检。检查交底是否按照施工方案的要求制定安全技术措施，检查安全施工方案的针对性并,特殊施工部位的切实可行的安全技术交底，检查在操作中是否按照工程安全技术交底进行作业，同时检查施工队、班组、车间的安全技术交底，班组自查整改记录，从而达到层层定责任，处处有指标，逐级强化安全意识，提高管理水平。2）安全检查的方式（1）定期安全生产检查项目专职安全员每天进行巡查，项目经理部每周周一组织一次安全生产检查。（2）经常性安全生产检查经常性安全生产检查包括公司组织的、项目经理部组织的安全生产检查，项目安全员和安全值日人员对工地进行循环安全生产检查及班组进行班前班后安全检查等。（3）、季节性安全生产检查季节性安全生产检查是针对施工所在地气候的特点，可能给施工带来危害而组织的安全生产检查，由项目经理组织检查。（4）节假日前后安全生产检查节假日前后安全生产检查是针对节假日前后职工思想松懈而进行的安全生产检查，由项目经理组织检查。（5）自检、互检和交接检查是班组内部、班组与班组、工序与工序之间进行的安全生产检查。3）检查标准（1）项目日巡查工作由专职安全员负责，记录标准执行甘肃省第一安装工程有限公司2012年下发的《项目安全生产操作手册》（施工现场安全日检查记录）。（2）项目周检查由项目经理或技术负责组织，项目部管理人员及班组长、电工参加，按甘肃省现行安全资料表格的各分项检查记录或当期的重点工作检查。 西固区柴家台小学教学楼工程施工组织设计（3）项目部每月最后一个周一、季节性、节假日前后的安全生产的检查、评分、考核，严格按JGJ59-99《建筑施工安全检查标准》规定的安全管理、文明施工、脚手架、“三宝”“四口”防护、施工用电、物料提升机与外用电梯、塔吊起重吊装和施工机具十项的评分标准执行。甘肃第一安装工程有限公司 西固区柴家台小学教学楼工程施工组织设计施工现场安全日检查记录工程名称：工程开工日期：工程竣工日期：现场专职安全员：甘肃第一安装工程有限公司施工现场安全日检查记录AQSC---011施工单位检查日期天气工程名称检查员负责人序号项目检查内容检查结果 西固区柴家台小学教学楼工程施工组织设计1安全防护用品安全帽、安全带、安全网、防护镜、防护鞋、防护手套、防护设施2配电设施配电箱、三级配电两级保护、一机一闸、漏电保护器、各种闸具、导线、接线、照明、线皮无破损3垂直运输机械吊具、钢丝绳、防护设施、信号指挥4中小型机械防护装置、接零、接地5电气焊焊机距离、电焊机、气瓶、减压表、焊具6特殊情况脚手架、电气设备、防雨措施、交叉作业、7消防设施班组灭火器配备、加工间灭火器8脚手架、模板搭设与拆除巡查记录：查出问题后及时整改的内容：需要下发整改通知单的内容：说明：本表可作为专职安全员的检查日志，装订成册。检查项目、内容可根据现场实际做调整。4.7.4安全生产教育制度① 西固区柴家台小学教学楼工程施工组织设计为了强化安全管理，提高广大干部职工的安全意识和安全素质，按照国家有关安全生产教育制度的规定对各级岗位人员都必须经安全知识教育培训后方可上岗，在项目上必须做到按分部分项分栋号的原则进行交底教育。②项目经理和安全负责须参加市级以上主管部门的安全培训教育，掌握了解劳动保护知识和安全技术法规。③专职安全管理人员，须经安全技术专业培训，掌握和熟悉各工种的安全技术操作规程，在工作中能及时发现隐患并随时排除。④新工人上岗前需经三级安全教育，使他们懂得本行业的特点，掌握和了解本工种岗位的安全规定，操作规程、规范，经考核合格后上岗。变换工种的人员，应进行新岗位的安全教育，未经教育不得上岗操作。⑤电工、焊工、架子工、机操工及起重工、各种机动车辆司机等特殊工种工人，除进行一般安全教育外，还要经过本工种的安全技术教育，经考核合格发证后，方准独立操作，每两个进行一次复审。⑥根据季节、施工进度等特点，采取多种形式开展经常性的安全教育，增强每个职工的安全意识和自我防护能力，不断提高全员的安全素质。⑦审查内容：a、施工总平面布置是否符合安全技术要求（包括易燃材料库存位置，电器线路及变配电设备，土方及建筑材料和预制构件的堆放位置，塔吊位置等）。b、安全措施是否有针对性并符合规范要求（要根据工程特点、施工方法、劳动班组和作业环境等情况提出相应措施）。c、特殊工程安装措施的可行性和可靠性。⑧ 西固区柴家台小学教学楼工程施工组织设计安全技术措施经审查批准后，不得随意改动。在施工条件或施工组织发生变化，需要更改或补充安全技术措施方案时，需经编制者同意，并经上述程序审批后方可变更。4.7.5特种作业人员持证上岗制度①根据国家标准的有关规定，电工、电焊工（金属焊接）、架子工、起重机械的司机、场内运输车辆的司机等都是特种作业人员。②特种作业人员应具备的条件：年满十八周岁以上，具有本工种需要的文化程度和安全、专业技术知识及实践经验，还需工作认真、身体健康、没有妨碍本工种作业的疾病和生理缺陷。③特种作业人员必须接受安全教育和安全技术培训，经有权发证部门对其安全技术理论和实际操作考核合格，取得操作证后方准上岗独立作业。学员和实习司机必须在有证师傅指导下方可操作。④取得操作证的特种作业人员在作业中，必须严格遵守本工种的安全操作规程精心操作，不得擅离职守，严禁串岗乱位。⑤取得特种作业操作证人员应按规定参加定期复审，到期不复审者，作无证论处。4.8施工现场总平面规划的原则按照统一规划、精打细算，充分利用有利资源，节约用地、考虑环境保护等因素进行平面布置，修建临时设施。施工平面须按照业主有关规定布置，并符合城市卫生及安全管理要求，便于文明施工。施工现场总平面布置图：暂按计划布置总平面图（见附件五）中标后根据建设单位的统一部署，在指定位置布置。4.9内、外部关系的协调4.9.1 西固区柴家台小学教学楼工程施工组织设计根据现场安排，管理人员提前进入施工现场，熟悉施工现场和周围环境。与周边住户、生产单位进行沟通协商解决施工过程中与其生产的不便和矛盾，确保顺利施工。4.9.2工程开工前向有关部门提出申请，审批同意后方可开工。5.3.3对施工中可能会遇到的各种障碍物，如地上建筑物、树木、绿地、电线杆，地下电缆、管道、人防、古墓等应及时、主动与市政、交通、电力、园林等有关部门联系、报告，商讨解决办法。5、施工方案及主要技术措施5.1施工测量5.1.1行业的技术依据1）、GB50026-93《工程测量规范》(以下简称《规范》)2）、JGJ/T8-97《建筑变形测量规程》(以下简称《规程》)　3）、甲方提供的建筑物定位放线已知点，标高起算点及起算高程。5.1.2平面控制平面控制采用外控法，建立控制网纵、横主控轴线，以主轴线进行方格内布设，控制网按平差结果进行实地修正，修正后进行矩形网角度检查，定出距离指标桩，量距转角，按规范严格控制，量距相对中误差1/20000，转角中误差2″。5.1.3轴线投测和垂直控制　　利用平面控制点为测站和起始方向，使用J2型经纬仪，将各轴线投测于建筑物上，投测完后应检查各轴线间投测的间距和交角是否符合设计要求，并达到控制建筑垂直度的目的，投测的轴线点，其中误差应不超过3mm。5.1.4高程测量和沉降观测 西固区柴家台小学教学楼工程施工组织设计　　(1)基准点的建立　　高程基准点具体位置应根据现场情况而定，点位要便于使用和保护。点位选取后，应埋设或挖井孔浇砼标石，标石埋深应使标石底部位于卵石层上。标石上标志应位于自然地面以下0.5m处，上标石中心处应预埋防腐的钢或铜质半球形标志。　　(2)标高点的测定　　各个部位的标高点可使用S3型水准仪，由基准点起算测得，±0.00以上、下的标高测量用水准仪按水准测量方法测得，所测标高点应闭合检查，其中误差不应大于4mm。　　(3)沉降观测　　沉降观测，应将各沉降点、观测点和基准点组成统一的观测路线固定进行，按三等沉降观测，施工期间每增加一层测一次，投入使用后一年内每季观测一次，第二年每半年观测一次，以后每年观测一次直至沉降稳定。根据业主提供的基准点和高程控制点，按图纸要求放出高架桥基础线，报监理复核，复核无误后先行施工；再根据现场情况放出地下管网线，进行管网施工；地下部分施工完，在确定地面部分的放线施工。5.2基础施工5.2.1基础开挖施工本工程基础采用大直径人工开挖孔灌注桩，以4层圆砾层（层厚3.8-7.0m）作为持力层，井桩极限端阻力标准值qpk=3000kpa。井桩端入圆砾层不得小于1000mm，按本楼位钻孔中中风化泥岩埋深确定柱长约8.50m-10.00m. 西固区柴家台小学教学楼工程施工组织设计人工挖孔桩采用人工风镐配合空压机凿打开挖，石渣就地集中堆放，用塔吊吊装，汽车运输到渣场弃倒。挖孔桩施工顺序为：桩孔定位—→人工风镐（空压机）挖掘桩孔—→桩孔、底清理—→桩底验收—→封底、钢筋笼制作—→钢筋验收—→钢筋笼吊装、就位—→浇桩身砼—→砼试件制作、养护—→成桩质量检测。由施工轴线控制网,使用经纬仪测量，拉尺丈量定出桩孔位置，并在桩边缘桩孔位轴线上设置十字临时控制桩，加以保护，开挖过程中随时检查桩孔位置。开挖时，孔内石渣垂直运输采用直径Ф48、壁厚3.5mm钢管搭临时支架，安装滑轮及绞轮，人工绞吊篮垂直提运,钢管架上铺设彩条编织布，作为防雨措施。见桩开挖示意图。挖孔时,孔径采用园车控制,根据设置的桩的“十”字临时控制桩，通过吊桩孔中心线，随时复核桩的轴线、标高、垂直度、基底尺寸，确保成孔符合设计和施工规范的要求。成孔施工至设计标高后，进行岩石取样，达到设计地耐力后经建设单位、地勘单位、设计单位、监理单位共同验收认可后进行封底。封底前，进行基底及孔壁的修理，并清除杂物及积水。5.2.2基础使用材料混凝土：井桩采用C35;基础梁采用：C30;抗渗等级S8钢筋：Φ表示HPB300级钢筋，HRB335级钢筋 西固区柴家台小学教学楼工程施工组织设计：框架柱纵筋要求采用电渣压力焊焊条：HPB300钢用E43，HRB335钢用E50：搭接焊的焊缝长度：双面焊为5d，单面焊为10d（d为钢筋直径），要求钢筋搭接焊时优先采用双面焊。钢筋保护层厚度：井桩55mm，地面以下框架柱35mm，基础梁35mm。5.3主体施工5.3.1主体施工工艺及流程柱施工：施工准备－抄平放线－架子搭设－绑扎钢筋－支模板－砼浇灌－砼养护。梁板施工：轴线标高校核－搭架子－支模板－绑扎钢筋－予埋管件－砼浇灌－砼养护－外架子搭设。柱钢筋绑扎工艺流程：抄平放线－主筋位置－竖向钢筋连接－划箍筋位置线－绑柱箍筋－支模。柱支模工艺流程：抄平放线－支柱模－支撑加固－校正模板位置－浇砼。柱混凝土浇灌工艺：作业准备－混凝土搅拌－混凝土浇灌、振捣－混凝土养护。梁板模板工艺流程：施工准备搭设梁板架子一找平支梁底模板－绑梁钢筋－封梁侧模－板下顶撑－找平支平板模板。梁板钢筋工艺流程：划钢筋位置线一梁筋绑扎一摆放底层筋绑扎－放负筋绑扎－绑负筋马凳筋。 西固区柴家台小学教学楼工程施工组织设计梁板混凝土工艺流程：作业准备－混凝土搅拌－混凝土浇筑、振捣、平整－混凝土养护。砌体工艺流程为：作业准备－砖浇水－砂浆搅拌－砌承重墙－验收。5.3.2钢筋工程1）钢筋的规格、形状、尺寸、数量、间距、锚固长度，接头设置必须符合设计要求和施工规范的规定，钢筋进场必须有合格证，进场复试合格后方可使用。2）加工成型的钢筋，并要求挂出标志牌。加工成形的钢筋表面应洁净，无损伤、油渍、漆污和铁锈等。在搬运堆放时轻抬轻放,以减少钢筋变形,箍筋应为封闭式，且保证135°弯钩。3）钢筋保护层，板、梁、柱用40×40mm高标号砂浆垫块控制。4）墙体拉结筋按设计要求安装到位，圈梁L型，T型节点加强筋(八字筋)应按抗震规范设置。5)钢筋代用必须经设计单位书面同意，钢筋安装完毕后，应按设计要求复查检验，并做好隐蔽记录。6)钢筋的标准强度与屈服强度的比值(强曲比)必须大于或等于1.25。钢筋的实际屈服强度与标准屈服强度的比值(曲标比)必须小于1.4。7)构造柱钢筋施工(1)绑扎时，按设计要求的箍筋间距和数量，先将箍筋按弯钩错开要求套在下层伸出的搭接筋上，再立柱子钢筋，在搭接长度内与搭接筋绑好，绑扣不少于3个，绑扣向里，便于向上移动。　　(2)在立好的柱子钢筋上用粉笔标出钢筋间距，然后将套好的钢筋向上移置，由上往下宜用缠扣绑扎。 西固区柴家台小学教学楼工程施工组织设计(3)箍筋应与主筋垂直，箍筋转角与主筋交点均要绑扎，主筋与箍筋非转角部分相交点成梅花线交错绑扎，但箍筋的平直部分与纵向钢筋交叉点可成梅花或交错扎牢，以防骨架歪斜。箍筋的接头(即弯钩叠合处)应沿柱子竖向交错布置，并位于箍筋与有主筋的交接点上，但在有交叉式箍筋的大截面柱子，其接头可位于箍筋与任何一根中间主筋的交接点上。柱基、柱顶、梁柱交接处，箍筋间距应接设计要求加密。(4)下层柱的主筋露出楼面部分，宜用工具或柱箍将其收进一个柱筋直径，以利上层柱钢筋的搭接，当上下层柱截面有变化时，下层钢筋的伸出部分，必须在绑扎梁钢筋之前收缩准确，不宜在楼面砼浇筑后再扳动钢筋。（5）梁钢筋应放在柱的纵向钢筋内侧。8)梁钢筋施工（1）当采用模内绑扎，先在主梁模板上按设计图纸划好箍筋间距，然后按以下次序进行绑扎：将主筋穿好箍筋，按划好的间距逐个分开→固定弯起筋和主筋→穿次梁弯起筋和主筋并套好箍筋→放主梁架立筋、次梁架立筋→隔一定间距将梁底主筋与箍筋绑住→绑扎主筋→再绑扎立筋。主次梁配合进行。（2）梁中箍应与主筋垂直，箍筋的接头应交错设置，，箍筋转角与纵向钢筋的交叉点均应牢固。（3）弯起钢筋与负弯矩钢筋位置要正确，梁与柱交接处，梁钢筋锚入柱内长度应符合设计要求。（4）梁的受力钢筋直径等于或大于25mm时，不应采用绑扎接头。 西固区柴家台小学教学楼工程施工组织设计（5）主梁与次梁的上部纵向钢筋相遇处，次梁钢筋应放在主梁钢筋之上。9)板钢筋施工（1）绑扎前应修整模板，将模板上垃圾杂物清理干净，用粉笔在模板上划好主筋、分布筋的间距。（2）按划好的钢筋间距，先排放受力钢筋，后放分布筋、预埋件、电线管、预留孔等同时配合安装并固定。板筋绑扎一般用顺扣，除外围两根筋的相交点应全部绑扎外，其余各点可隔点交错绑扎。平板负筋绑扎好后，要用马凳筋垫起，严禁在负筋上踩踏或堆放材料。（3）板与次梁、主梁交叉处，板的钢筋应在上，次梁的钢筋居中，主梁的钢筋在下。5.3.3砼工程1)就近采用合格的砼搅拌站，联系商砼浇筑。2）砼浇筑顺序是：不准备整齐浇筑；而采用先浇柱，再浇筑梁板。3）柱的砼浇筑应先填510cm厚与砼砼配合比相同的减半石子砼。柱砼应分层浇筑，每层厚度不大于50cm振捣时振动棒不得碰动钢筋，柱高超过3m时应用串筒，柱子砼应一次浇筑完毕。4）梁、板浇筑应同时进行，浇筑时应顺梁方向，先将梁的砼分层浇筑，用“赶浆法”由梁一端向另一端作成阶梯形向前推进，当起始点的砼达到板底位置时，再与板的砼一起浇筑，随着阶梯的不断延伸，梁、板砼连续推进直至完成，与板连成整体的大截面梁，亦可将梁单独浇筑，其施工缝应留在板底以下2~3m 西固区柴家台小学教学楼工程施工组织设计处。浇筑时应从大截面梁的两端向中间浇筑。浇筑与振捣应紧密配合，第一层下料宜慢，梁底充分振实后再下二层料。用赶浆法保持水泥浆沿梁底包裹石子向前推进。每层都应先振实后下料，梁底与梁帮部位要充分振实，并避免碰动钢筋。5）浇筑柱梁交叉处的砼时，一般钢筋较密集，宜用小直径振动棒从梁的上部钢筋较稀处插入梁端振动，必要时，可辅以用细石子同强度等级砼浇筑，并用人工配合捣固。6）梁板施工缝位置的预留应留在梁跨度中间三分之一范围内。施工缝的表面应与梁轴线或板面垂直，不得留斜槎。7）施工缝处须待已浇筑砼的抗压强度达到1.2Mpa以上时，才允许继续浇筑，在浇筑前应将施工缝砼表面凿毛，清理松动石子，用水冲洗干净，继续浇筑砼前，先浇一小层水泥浆，然后正常浇筑砼，仔细振捣密实，使结合良好。8）浇筑砼时应经常观察模板、钢筋预留孔洞、预埋件和插筋等有移动、变形或堵塞情况，发现问题立即停止浇筑，并应在已浇筑的砼凝结前修理良好。9）砼养护：水平构件砼浇筑完8小时后，用草袋覆盖，并洒水养护不少于7天。竖向构件砼养护使用砼养护液，喷两遍于构件表面，保持砼内的水分，喷在砼表面的养护液形成一层水份保护膜，28天后保护膜自行脱落，不影响粉刷装饰，砼强度未达到1.2MPa前严禁上人或堆放材料。10）砼试块制作①试块组数应满足每100m3不少于一组，每台班不少于一组(坍落度测试次数同试块)。②试块制作完成后应送入试验室进行标准养护，另外加做一组留在现场与结构同条件养护作为承重模板拆除时强度依据。 西固区柴家台小学教学楼工程施工组织设计11）砼质量要求①混凝土强度必须符合现行规范规定。②表面无蜂窝、孔洞、露筋，施工缝无夹渣等现象。③实测质量偏差必须符合下表要求，其合格率应控制在90%以上。5.3.4模板工程1）梁、柱模板（1）梁柱模板采用普通组合钢模板，梁柱接头部位根据不同的结构尺寸，加工不同的定型阴阳角模板，将梁模板接缝处全部向中间推移，用加工的嵌缝钢板嵌补，保证梁柱各阴阳角方正；模板几其支架必须具有足够的强度钢度和稳定性。（2）构造柱模板在拼装时应预留清扫口或灌浆口，待柱模内清理干净，办理预验手续后封闭清理口。2）现浇板模板采用15mm厚竹胶板模板，加设50×100方木肋带，以增加模板的强度和刚度，防止模板在上部施工荷载作用下压弯变形，基本模板按1.22×2.44m 西固区柴家台小学教学楼工程施工组织设计制作，以方便支设和拆除。其它按具体尺寸配制模板，表面刷脱模剂，在平台模板支设完成后，为防止砼施工时灰浆流失，接缝处用50mm宽胶带纸封缝，要求平台模板的表面平整度为5mm，标高±5mm，模板支设时按标高点拉通线控制。在正常气温条件下，在砼中掺加早强剂，以缩短砼凝结时间，加快模板周转和施工进度。3）施工要求(1)模板选用胶合板，其板材材质应符合质量要求。模板支架的材料应选用钢材，材料的材质应符合有关规定。(2)保证工程结构和构件各部分形状尺寸和相互位置的正确。(3)具有足够的承载能力，刚度和稳定性，能可靠地承受新浇筑砼的自重和侧压力，以及在施工过程中所产生的荷载。(4)模板的接缝不应大于1.5mm，保证浇筑砼时不漏浆。(5)模板与砼的接触面应涂隔离剂，对影响结构和妨碍装饰工程施工的隔离剂不得采用，同时严禁隔离剂沾污钢筋及砼接槎处。(6)竖向模板和支架的支承部分，当安装在基土上时应加设垫板，且基土必须坚实并有排水措施。对湿陷性黄土尚必须有防水措施。(7)模板及支架在安装过程中，必须设置防倾覆的临时固定设施。(8)现浇钢筋砼梁、板、当跨度等于或大于4m时，模板应起拱，起拱高度宜为全跨长度为1/1000~3/1000。(9)固定在模板上的预埋件和预留孔洞均不得遗漏，安装必须牢固，位置准确。 西固区柴家台小学教学楼工程施工组织设计(10)现浇结构模板安装的允许偏差，应符合下表：于整体转移。侧模拆除时砼强度能保证其表面及楞角不因拆除模板受损时即可。梁底模拆除应按GB50204-2002规定执行(附表)。5.3.5砌筑工程：墙采用M10混合砂浆，MU10粘土砖，± 西固区柴家台小学教学楼工程施工组织设计0.00以下部分采用M10水泥砂浆，MU10粘土砖。砌体砌筑前，应做好上道工序的检查验收工作和现场准备工作，备两台砂浆搅拌机，找出地面上原始线位，并弹出墙体边线，注意门窗洞口的位置尺寸。做好皮数杆待用，搭设砌筑用活动架子，焊好墙体拉接筋等(主体施工时砼柱内应纵向500予埋墙体拉结筋铁件)。（1）、粘土砖砌筑前应提前1－2天浇水湿润，现场断砖，砖截面四周融水深度15－20mm符合要求。（2）、砌砖工程采用“三一”砌砖法，“一顺一丁”组砌形式埋入砖砌体中的拉结筋，应设置正确、平直，其外露部分在施工中不得任意弯折。（3）、砖砌体的转角处和交接处应同时砌筑，对不能同时砌筑而又必须留置的临时间断处，应砌成斜槎，抗震设防区砌砖不得留直槎，并应加设拉结钢筋。（4）、砖墙与构造柱马牙槎为三进三出直槎，应先退后进，进出上下要整齐。（5）、砌体水平灰缝的砂浆饱满度不得小于80%，砌体应设置皮数杆，水平灰缝和竖向灰缝按10mm考虑，竖缝采用挤浆和加浆方法，严禁用水冲浆灌缝。370厚砖墙应采用双面挂线砌筑。（6）、砌筑砂浆应随拌随用，水泥混合砂浆应在4h内使用完毕。当施工气温超过30℃时，必须在3h内使用完毕。（7）、砌筑过程要坚持三个“必须做到”：a、砌筑墙角必须做到“三层一吊、五层一靠”。b、砌墙挂立线必须做到“三线归一”。 西固区柴家台小学教学楼工程施工组织设计c、砌墙必须做到“上跟线、下跟棱、对接要平”。5.3.5.1砖砌体施工要求(1)砖的品种、标号必须符合设计要求，并应规格一致。(2)砌筑砖砌体时，砖应提前浇水湿润，含水率宜为10-15%。(3)砖砌体应上下错缝，内外搭砌。实心砖砌体采用三顺一丁的砌筑形式，并宜采用“三一”砌砖法。(4)砖砌体的转角处和交接处应同时砌筑。对不能同时砌筑而又必须留置的临时间断处，应砌成斜槎。斜槎长度不应小于高度的2/3。(5)拉结筋的数量为：12cm墙厚放置1根直很6mm的钢筋，间距沿墙高不得超过50cm，埋入长度从墙的留槎处算起，每边均不应小于50cm，末端应有90°弯钩。临时间断处不得留直槎。(6)埋入砖砌体中的拉结筋，应设置正确、平直，其外露部分在施工中不得任意弯折；(7)砖砌体接槎时，必须将接槎处的表面清理干净，浇水湿润，并应填实砂浆，保持灰缝平直。(8)施工中需在砖墙中留置的临时洞口，其侧边离交接处的墙面不应小于50cm，洞口顶部宜设置过梁。(9)砖砌体的位置及垂直度允许偏差，不应超过下表规定：　 西固区柴家台小学教学楼工程施工组织设计5.3.6脚手架工程5.3.6.1脚手架搭设工程主体结构施工阶段采用双排防护脚手架，层层进行隔离，挂密目网，进行全封闭。脚手架在使用前均须经公司生产安全部门验收合格后方能使用。1、脚手架立面采用绿色密目安全网全封闭，用14#铅丝与脚手钢管固定扎牢。2、竹笆脚手板按其主竹筋垂直于大横杆方向铺设，且采用对接平铺，四个角用直径1.2mm的镀锌钢丝固定在大横杆上。3、立杆采用刚性连墙件与建筑物进行连接，根据规范要求，每四跨三步设一个连墙件，并采用菱形布置。5.3.6.2脚手架安全防护1、脚手架应用外径48mm，壁厚3.5mm无严重锈蚀、弯曲、压扁或裂纹的钢管。2、脚手架搭设时，地基应平整夯实，达到密实度要求。3、脚手架的操作面必须满铺竹笆子，不得有空隙和探头板，立面满挂密目网，网与架体连接牢固。4、各种脚手架在投入使用前，必须由有关人员有关部门检查验收，履行验收手续后方可使用。5、脚手架施工安全措施(1)严格按施工组织设计所制定的工艺流程、操作规程要求进行搭设和拆除工作。 西固区柴家台小学教学楼工程施工组织设计(2)认真学习架子工安全操作规程，每搭设好一步架子，进行一次检查，并及时落实整改措施。整体脚手架搭设完成后，应会同有关各方进行检查验收，如实填写好验收表。(3)在施工过程中，高空作业须系好安全带，严禁酒后作业，不得在架体上嬉戏、吵闹、闲逛，严禁往架子下抛掷任何物件。(4)脚手架作业前，严格按“安全施工操作规程”中规定的检查项目进行检查。(5)脚手架在使用过程中，每半个月检查一次扣件紧固情况。(6)严禁拆卸脚手架上的任何一个扣件或螺栓，严禁在脚手架上堆放模板、扣件管、方钢管、电焊机等物。(7)脚手架拆除前，须进行前面检查加固，在清除架体内一切杂物后，方可进行拆除施工。(8)在架体拆除过程中，必须认真做到一步一清，一杆一清，绝不允许分立面拆除和上、下两部同时拆除。(9)所有杆件、扣件，在拆除时应分离，所有竹笆，应自外向里竖立搬运，防止自里向外翻起后笆面垃圾、物件直接从高处坠落伤人。(10)脚手架拆至地面，应及时清理、分类，所有杆件等材料，应按分类堆放整齐。(11)如遇强风、雪雨等特殊气候，不得进行脚手架的拆除施工，夜间不允许实施拆除施工。5.4装修工程5.4.1装饰工程组织 西固区柴家台小学教学楼工程施工组织设计装修阶段施工质量直接影响工程质量等级。应高度重视装修阶段施工，制定科学、合理施工方案和质量标准、措施。装修施工坚持我公司行之有效的“样板间、样板墙”制度，以“样板间”引路，提高分项工程施工质量。1)、装修工程组织主要施工内容：水泥砂浆地面、内外墙面粉刷、顶棚抹灰、内外墙涂料、内墙面砖。用物料提升机或塔吊作为垂直运输工具，水平运输采用双轮手推车。2)、装修工程施工顺序装修工程内容广泛，相互工序既有衔接，又有交叉，因此协调好各工序之间的关系是关键，基本施工顺序如下：5.4.2施工方案1)、粉刷工程粉刷工程各分项开始必须做样板间及样板墙。 西固区柴家台小学教学楼工程施工组织设计粉刷工程的基层均要求平整，牢固。粉刷之前，须将基层浇水湿润，并刷107胶水泥浆并养护。墙面抹灰之前，内墙面要求各间做灰饼、冲筋，保证各间内墙面平整。外墙面从上到下吊线，做灰饼，并保证各角部方正，外墙窗洞口横平竖直。地面粉刷必须将基层清理干净，以防空鼓现象。2)、刷浆工程该工程无特殊饰面材料的部位均用涂料刷白。其工艺流程为：批腻子－砂纸打磨－二次批腻子－打磨－一次涂料－二次涂料。涂刷时方向、距离应一致，接槎应在分格缝处。如涂料干燥较快时应缩短刷距。刷涂一般不少于两道，应在前一道涂料表面干燥后再刷下一道。涂层的颜色、质感、光泽应均匀一致，不得有“漏涂”、“透底”、“流坠”等弊病；涂层与基层粘结牢固，无粉化、起鼓、龟裂、剥落等现象。3)、水泥砂浆地面施工(1)地面粗骨料粒径不应大于15mm，且不应大于面层厚度的2/3，含泥量应小于2%。(2)砼搅拌应均匀，且坍落度不大于30mm；施工时不得留施工缝，当施工间歇超过允许时间规定，在继续浇筑砼时，应对已凝结的砼接槎处进行处理，刷一层水泥浆，其水灰比为0.4~0.5，再浇筑砼，并应捣实压平，不显接头槎。(3)面层浇筑完毕后，应在12h内加以覆盖和浇水养护不少于7d，且浇水次数应能保持砼有足够的湿润状态。 西固区柴家台小学教学楼工程施工组织设计(4)建筑地面工程完工后，应对地面面层采取保护措施。(5)水泥砂浆面层所用的砂，一般应采用中砂和粗砂，含泥量不应大于3%。水泥宜采用普通硅酸盐水泥，标号不应低于32.5级，并严禁采用不同品种、不同标号的水泥。(6)水泥砂浆的配合比不宜低于1:2，其稠度(以标准圆锥体沉入度计)不应大于3.5cm。(7)水泥砂浆必须拌合均匀，颜色一致。(8)水泥砂浆施工时应随铺随拍实，抹平工作应在初凝前完成，压光工作在终凝前完成。面层的压光工作不应少于两次。(9)当水泥砂浆面层内埋设管线等出现局部厚度减薄时，必须采取防止开裂措施，符合设计要求后方可继续施工。5.5门窗安1）弹线找规矩：在上层找出门窗口边线，用大线坠将门窗口边线下引，并在每层门窗口处划线标记，对个别不直的口边应剔凿处理。2）门窗口的水平位置应以±50cm水平线为准，往上返，量出窗下皮标高，弹线找直，每层窗下皮(若标高相同)应在同一水平线上。3）墙厚方向的安装位置：根据外墙大样图及窗台板的宽度,确定门窗在墙厚方向的安装位置：如外墙厚度的偏差时，原则上应以同一房间窗台板外露尺寸一致为准，窗台板应伸入塑钢窗的窗下5mm为宜。4）就位和临时固定：根据已放好的安装位置线安装，并将其吊正找直，无问题后方可用木楔临时固定。5）与墙体固定：塑钢窗与墙体固定有三种方法： 西固区柴家台小学教学楼工程施工组织设计6）沿窗框外墙用电锤打Φ6孔深60mm，并用r型Φ6钢筋(40mm×60mm)粘107胶水泥浆，打入孔中，待水泥浆终凝后，再将铁脚与预埋钢筋焊牢。7）处理门窗框与墙体缝隙；门窗固定好后，应及时处理门窗框与墙体缝隙。如设计未规定填塞材料品种时，应采用矿棉或玻璃棉毡条分层填塞缝隙，外表面留。5~8mm深槽口填嵌嵌缝膏；严禁用水泥砂浆填塞。在门窗框两侧进行防腐处理后，可填嵌设计指定的保温材料和密封材料。待塑钢窗和窗台板安装后，将窗框四周的缝隙同时填嵌，填嵌时用力不应过大，防止窗框受力后变形。8）门窗框：扇安装必须牢固，开启灵活，并闭严密，五金齐全、整洁，其翘曲变形缝隙不超过允许偏差。5.6屋面工程1）屋面工程的施工顺序为：找平层-隔气层－找坡层－保温层－找平层－防水层－保护层。2)防水找平层应平整、压光。具体作法为1:3水泥砂浆在基层　砼上抹2~5cm，平整度误差用靠尺检测≤5mm，12h后用草袋覆盖，浇水养护，避免找平层出现水泥砂浆收缩开裂，起砂起皮现象。墙根部及转角处，用细石砼作成圆弧形，以避免节点部位卷材铺贴折裂，利于粘实粘牢。3) 西固区柴家台小学教学楼工程施工组织设计防水卷材进场后，作抽样试验，试验结果必须符合国家规范GB50207－2002有关规定后方可使用。铺贴卷材前，在找平层上弹控制线，刷上一层结合油，每贴一幅均先将卷材打开，按线试铺，摆正顺直，定好所需长度和搭接位置，然后回卷。用热溶胶将卷材粘贴在找平层上，卷材粘贴后应大面平整，接缝顺直，搭接缝必须粘结牢固，封闭严密。4)防水层做完验收合格后，立即做保护层，不得使防水层长期暴露。5)防水层的施工，除应按本节规定执行外，尚必须按《屋面工程技术规范》(GB50207-2002)及现行国家有关标准中的规定执行。(1)卷材防水层施工应在屋面上其它工程完工后进行，其基层必须干燥、干净；(2)上下层卷材不得相互垂直铺贴。(3)铺贴卷材采用搭接法，上下层及相邻另幅卷材的搭接缝应错开。平行与屋脊的搭接缝顺流水方向搭接；垂直与屋脊的搭接缝顺年最大频率风向。高聚物改性沥青防水卷材的搭接缝，用材性相容的密封材料缝严。(4)水落口、天沟、檐沟、檐口等的施工应符合下列规定：①水落口杯应牢固的固定在承重结构上。②铺至砼檐口的卷材端头应截其后压入凹槽。当采用压条或带垫片钉子固定时，最大钉距不应大于900mm。凹槽内用密封材料嵌填封严。③天沟、檐沟铺贴卷材应从沟底开始。当沟底过宽，卷材需纵向搭接时，搭接缝应用密封材料封口。(5)防水卷材严禁在雨天、雪天施工；五级风及其以上时不得施工：气温底于0℃时不宜施工。 西固区柴家台小学教学楼工程施工组织设计5.7安装工程施工方案5.7.1预埋件预留洞的施工方法1)、工艺流程2)、管道、支架预埋件、预留洞的施工方法(1)该工程中涉及到多种埋件及留洞。为保证留洞位置的准确，工程施工时，应将各种埋件及留洞单独绘图，经设计院及监理、甲方复核无误后出图，现场施工时，先按图将埋件、预埋件、留洞和钢管及模板连接牢靠，保证位置不因浇筑砼而偏移，预埋件及预留洞的允许偏差按规范规定执行。(2)穿越墙体的管道均预留钢套管，安装中断及安装好的毛胚管道应立即封闭，以防止污物进入管道内。管道安装必须横平竖直，管道排列整齐美观，标高、坐标位置准确。有坡度要求的一定要符合设计要求。(3)要与土建施工配合，保证干管、立管的预留口、预留套管的位置准确性，以避免造成干管坡度不良，安装位置不一致现象。(4)凡现浇混凝土中预留隐蔽部分的管道必须做验收记录，水压、气压试验的验收工作，必须按图纸要求在自检打压合格后，会同有关部门进行验收。　　3)、建筑电气管、箱、盒预埋件的施工方法 西固区柴家台小学教学楼工程施工组织设计(1)配管应沿最近线路敷设，埋入板、墙和混凝土内的电管外壁与墙面净距不得小于15mm。(2)电管煨弯不允许有折皱凹穴和裂缝，煨弯后的椭圆度不得大于外径的8%，弯曲半径大于6倍的管径。(3)管口不允许有毛刺现象，并用护圈保护，敷设好的管口应用塞头、堵头封堵，防止异物进入。(4)防雷引下线从下到上做好标记，以免接错，突出屋面的设备管道构件均与防雷装置接通。防雷接地引下线的保护管固定牢靠，测试卡设置要便于检测，接触面镀锌完整，螺栓等紧固件齐全。5.7.2给排水管道安装1)、工艺流程(1)给水管道(2)排水管道2)、管道敷设 西固区柴家台小学教学楼工程施工组织设计(1)安装所用的支、托、吊架的架工制作必须进行统一的加工制作，符合图纸和规范要求，下料不宜采用气割，打孔不得采用气割，应用机械加工，安装前必须进行除锈，防腐处理，且清除管内杂物。凡未进行防腐的支、托、吊架均不能安装，必须作到先漆后装。(2)管道必须具有材质质保书，安装中断及安装好的毛胚管道应立即封闭，以防止污物进入管道内。沿沟敷设的管道要设支架，穿越墙体的管道均预留钢套管。(3)管道安装必须横平竖直，管道排列整齐美观，标高、坐标位置准确。有坡度要求的一定要符合设计要求，管道安装时应尽量沿墙绕柱敷设，力求排列整齐。(4)管道附件和阀门在安装前都应按要求作外观检查，核对其材料的规格、型号、材质，同时必须具有制造厂的产品质量合格证及质保证，然后按规范要求抽样打压，不合格者不得用于任何部位安装，管道附件及阀门的几何尺寸，必须符合国家有关标准。(5)凡隐蔽部分的管道必须做隐蔽验收记录，水压、气压试验的验收工作，必须按图纸要求在自检打压合格后，会同有关部门进行验收。(6)管道安装①生活给水管道采用建筑给水聚丙烯管(PP-R)，连接为热熔连接，排水管道采用UPVC螺旋形低噪声排水管，接口为专用胶粘接，其每根配管长度均不宜超过6米，直管段可把几根连接在一起安装，但不宜过长。②生活给水管道与卫生洁具五金配件的连接采用丝扣连接。③管道的接口不得安装在吊架位置上，管道穿墙处不得有接口，立管安装时，应尽量减少接口，管道穿过伸缩缝处应有防冻措施。 西固区柴家台小学教学楼工程施工组织设计④管道的分支预留口在安装前应先预制好，并做好预留口的临时封堵。3)管道坡度及管道水压试验(1)生活给水管安装坡度0.003。(2)排水管道坡度：DN75：i=0.014；DN100；i=0.011；DN150；i=0.01，给水管设i:0.003的坡度坡向配水点，干管坡向室外。(3)管道试压室内给水管水压试验1.0MPa，排水做24小时渗水试验，注水高度以层高为准，30min内不渗不漏为合格。4)、系统吹扫清洗验收(1)系统吹扫清洗工作应在管道工程水压和气压试验结束后进行，根据施工现场的实际要求和管路系统流体介质的不同分别采用水冲洗，压缩空气吹扫等方法。(2)在施工中的全过程中，现场施工作业人员、班长、施工员和技术负责人，应根据实际情况不断准确收集、整理施工原始记录及施工变更签证和施工技术核定单，对施工中不明确或有难度的地方应及时会同有关部门协商解决。质量保证资料应做到资料备全，资料必须真实可信。5.7.3采暖系统安装1)、工艺流程 西固区柴家台小学教学楼工程施工组织设计2)、采暖系统为分户供暖双管系统。3)、设备选型(1)散热器：散热器选用四柱760型散热器，承压不小于0.5MPa。(2)阀门：阀门均采用碟阀。4)、安装准备(1)认真熟悉图纸，配合土建施工进度，预留槽洞及安装预埋件。(2)按设计图纸画出管路的位置、管径、变径、预留口、坡向、支架位置等施工草图，包括干管起点，末端和拐弯、节点、预留口、干管位置等。5)、干管安装(1)按施工草图，进行管段的加工预制，包括：断管、套丝、上零件、调直、核对尺寸，按环路分组编号，码放整齐。(2)安装支架，按设计要求或规定间距安装。吊卡安装时，先把吊棍按坡向、顺序依次穿在型钢上，吊环间距位置套在管上，再把管抬起穿上螺栓拧螺母，将管固定。安装托架上的管道时，先把管就位在托架上，把第一节管装好U型卡，然后安装第二节管，以后各节管均照此进行，紧固好螺栓。(3)干管安装应从分支路点开始，装管前要检查管腔并清理干净。在丝头处涂好铅油缠好麻，一人在末端扶平管道，一人在接口处把管相对固定对准丝扣，慢慢转动入扣，用一把管钳咬住前节管件，用另一把管钳转动管至松紧适度，对准调直时的标记，要求丝扣外露2-3扣，并清掉麻头依此方法装完为止(管道穿过伸缩缝，必须先穿好钢套管)。 西固区柴家台小学教学楼工程施工组织设计(4)分路阀门离分路点不宜过远。如分路处是系统的最低点，必须在分路阀门前加泄水丝堵，集气罐的进出水口，应开在偏下约为罐高的1/3处。丝接应压管道联接调直后安装。其放风管应稳固，如不稳可装两个卡子，集气罐位于系统末端时，应装托、吊卡。(5)采用焊接钢管，先把管子选好调直，清理好管膛，将管运到安装地点，安装程序从第一节开始，把管就位找正，对准管口使预留口方向正确，找直后用气焊点固定(管径≤50mm以下点焊2点，管径≥70mm以上点焊3点)，然后施焊，焊完后应保证管道正直。(6)管道安装完，检查坐标、标高、预留口位置和管道变径等是否正确，然后找直，用水平尺校对复核坡度，调整合格后，再调整吊卡螺栓U形卡，使其松紧适度，平正一致，最后焊牢固定卡处的止动板。(7)摆正或安装好管道穿结构处的套管，填堵管洞口，预留口处应加好临时管堵。6)、立管安装(1)核对预留孔洞位置是否垂直。将预制好的管道按编号顺序运到安装地点。(2)安装前先卸下阀门盖，有钢套管的先穿到管上，按编号从第一节开始安装。涂铅油缠麻将立管对准接口转动入扣，一把管钳咬住管件，一把管钳拧管，拧到松紧适度，对准调直时的标记要求，丝扣外露2~3扣，预留口平正为止，并清净麻头。 西固区柴家台小学教学楼工程施工组织设计(3)检查立管的每个预留口标高、方向、半圆弯等是否准确、平正。将事先栽好的管卡子松开，把管放入卡内拧紧螺栓、用吊杆、线坠从第一节管开始找好垂直度，扶正钢套管，最后填堵孔洞，预留口必须加好临时丝堵。7)、支管安装(1)检查散热器安装位置及立管留口是否准确。量出支管尺寸和灯叉弯的大小(散热器中心距墙与立管预留口中心距墙之差)。(2)配支管，按量出支管的尺寸，减去灯叉弯的量，然后断管、套丝、煨灯叉弯和调直。将灯叉弯两头抹铅油缠麻，装好油任，连接散热器，把麻头清净。(3)暗装或半暗装的散热器，灯叉弯须与炉片槽墙角相适应，达到美观。(4)用钢尺、水平尺、线坠校对支管的坡度和平行距墙尺寸，并复查立管及散热器有无移动，合格后再装套管和堵墙板洞。按设计或规定的压力进行系统试压及冲洗，合格后办理验收手续，并将水泄净。5.7.4电气系统安装1)、工艺流程2)、安装程序：(1)第一步：首先应全面检查埋线管的位置、数量、规格、通路等情况，同时将接线用铁丝穿入，将管口封牢。(2)第二步：线管与暗管敷设应与土建施工密切配合，砌墙时应做好接线盒、配电箱的配置或预留工作；(3)第三步：验线、穿线、校线； 西固区柴家台小学教学楼工程施工组织设计(4)第四步：装箱、开关、插座、灯头座、接线板、并接线；(5)第五步：土建装修结束后，照明部分上灯具；(6)第六步：照明部分送电调试。3)、施工方法(1)根据墙面排列允许情况，暗配管连拉用套管，长度需是管外径的1.5倍、焊接必须牢固严密；暗管进入开关盒与拉线盒、灯头盒、接线盒焊接固定后，管口露出盒壁5mm。(2)管内穿线或电缆时，可加些滑石粉，减少摩擦阻力，进入配电箱或交接箱的导线或电缆按顺序以同样的弧度上端子，并用尼龙线将出线依次绑扎整齐、严实、美观，插座、开关这两部分全为暗装式，在土建最后抹面后安装，要注意面板平整地卡在墙面上。(3)灯具必须注意吊点的牢固情况，上灯泡时，逐个检查并调整灯头舌簧的伸出位置，保证接点导通可靠。装灯罩时，注意手法，千万不能硬上，以防玻璃挤碎。(4)钢管；如不能进入设备，在室内的可于管出口加保护软管引入设备，管口扎严；在室外或潮湿处可在管出口加防水弯头。引出导线加绝缘保护软管，并将软管弯或防水弧度引入设备；(5)吊链灯具的灯线不应受拉力，灯线与链应编叉在一起；灯线所有的分支接头必须留在接线盒内；(6)面对插座，右极接相线，左极接零线，开关、插座的盖板应端正地紧贴墙面；(7 西固区柴家台小学教学楼工程施工组织设计)导线之间，对地、灯具接点绝缘电阻不能小于0.5Q，使用500V摇表；(8)暗配管进入接线盒、灯头盒、开关盒和照明配电箱时，可用卡箍固定。4)、质量要求(1)配电箱、灯具在搬运时，必须采取防震、防潮、防碎、防变形和漆面镀层受损的措施；(2)所有的设备、器材必须具备合格证和铭牌；(3)箱安装水平和垂直误差不超过1.5mm，接地牢固；(4)暗配管弯曲半径不应小于管外径的6倍，预埋地下的不应小于管外径的10倍：加接线盒的要求：管长大于45m，无弯；管长大于30m，有一个弯：管长大于20m，有2个弯，管长大于12m，有3个弯；垂直敷设每30m，必须加装接线盒；(5)敷设的管子管口要锉平，刮光，护口齐全；丝扣连接管处焊跨接地线；(6)暗配管连接可用套管，长度需是管外径1.5倍、焊接必须牢固严密；(8)同一室内成一定角度安装的灯具，其中心偏差不应大于5mm；5)、配电箱安装工程内容包括供配电、照明配电箱等的安装，二次接线及调试等有关作业。安装要求：（1）配电箱安装应按施工图的设计进行。 西固区柴家台小学教学楼工程施工组织设计（2）配电箱应存放在室内或能避雨、雪、风、沙的干燥场所，对有特殊要求的装置性设备和电气元件，应按规定保管。（3）配电箱安装用的紧固件，应用镀锌制品，并宜采用标准件。（4）二次回路接线施工完毕测绝缘时，应有防止弱电设备损坏的安全技术措施。（5）基础型钢的安装应符合有关规定。（6）配电箱安装时，其垂直度、水平偏差应符合规范规定。（7）箱的接地应牢固良好。装有电器的可开启的门，应以裸铜软线与接地的金属构架可靠地连接。（8）配电箱的下面及背面各电器、端子排等标明编号、名称、用途及操作位置，其标明的字迹应清晰、工整且不宜脱色。（9）二次回路接线应符合下列要求：①按图施工，接线正确。②导线与电气元件间采间螺体连接、插接、焊接或压接等，均应牢固可靠。③箱的导线不应有接头，导线芯线应无损伤。④电缆芯线和所配导线的端部均应标明其顺路编号，编号应正确，字迹清晰且不易脱色。⑤配线应整齐、清晰、美观，导线绝缘应良好，无损伤。⑥每个接线端子的每侧接线宜为1根，不得超过2根。⑦二次回路的接地应设专用螺栓。（10）引入箱内的电缆及其芯线应符合下列要求： 西固区柴家台小学教学楼工程施工组织设计①引入箱的电缆应排列整齐，编号清晰，避免交叉，并应固定牢固，不得使所接口端子排受到机械应力。②安装电缆进入配电箱应将钢带切断，切断处的端部应扎紧，并应将钢带接地。③使用于静态保护、控制等逻辑回路的控制电缆，采用屏蔽电缆。其屏蔽层应按设计要求的接地方式予以接地。④箱的电缆芯线，应按垂直或水平有规律地配置，不得任意歪斜交叉连接，备用芯长度应留有适当余量。⑤强、弱电流回路不应使用同一极电缆，并应分别成束分开排列。5.7.5防雷接地系统施工方案1)、工艺流程：接地装置，应采取自下而上的施工程序，应首先安装接地装置，再安装下引线，最后安装接闪器。2)、基础接地体安装： 西固区柴家台小学教学楼工程施工组织设计钢筋混凝土基础接地体。钢筋混凝土基础作为接地体时，应将用作防雷引下线的现浇钢筋混凝土柱内的符合要求的主筋，与基础底层钢筋网做焊接连接。3)、引下线测试卡子制作安装：为了检测接地电阻及引下线、接地线的连接状况，应在室外1.5~1.8m处，设置测试卡子。避雷引下线测试线卡子利用不小于40mm×4mm的镀锌扁钢制作，测试卡子应用两根镀锌螺栓拧紧。引下线的圆钢与测试卡子的扁钢应采用搭接焊，搭接长度不应小于圆钢直径的6倍，且在两面焊接。4)、利用建筑物钢筋做防雷引下线；(1)利用建筑物钢筋混凝土中的钢筋作为防雷引下线时，其引下线的钢筋Φ12mm或-40×4镀锌导体，伸向室外距外墙皮的距离宜不小于1mm。(2)利用建筑物钢筋混凝土中的钢筋作为防雷引下线时，当钢筋直径为16mm及以上时，应利用两根钢筋作为一组引下线。(3)利用建筑物钢筋混凝土中的钢筋作为引下线，二级防雷建筑物引下线间距应不小于18m，但建筑物外廓各个角上的柱筋应被利用。(4)利用建筑物钢筋做引下线时，应配合土建施工设计要求找出全部钢筋位置，用油漆做好标记，保证每层钢筋上、下进行贯通性连接(焊接)。随着钢筋专业逐层串联焊接至顶层，建筑物内做为引下线时，其上部(层顶上与接闪器相连的)钢筋必须焊接，不应做绑扎连接，焊接长度不应小于钢筋直径的6倍。并应在两面进行焊接。(5)建筑物内钢筋做为引下线时，如果结构内钢筋因钢种含碳量或含锰量高，焊接易使钢筋变脆或强度降低。 西固区柴家台小学教学楼工程施工组织设计(7)利用建筑物钢筋混凝土基础内的钢筋作为接地装置，若达不到设计要求，可在柱(或墙)在室外地面下0.81m处，预留导体处加接人工接地体。5)、防雷装置的接地电阻值测试防雷装置的接地电阻应考虑在雷雨季节中土壤干燥状态的影响。防雷装置的接地电阻值，是指每年雨季以前开春以后测量的电阻值。防雷装置每年均检查和测量一次，有损坏的地方应早日发现，修复，否则比不装防雷装置更危险。(1)测量接地装置的冲击接地电阻值可使用接地电阻测量仪，测量时应同时考虑季节的影响。(2)建筑物接地装置的接地电阻值应符合下列规定：二级防雷建筑物其冲击接地电阻不应大于20Ω。(3)常用仪表为接地电阻测量仪(接地摇表)ZC-8型。测试前需要拧开断接卡子紧固螺栓。6、施工进度计划及保证措施6.1、进度控制计划本工程总控制工期为165日历天，各单项工程施工工期控制进度详见施工总进度计划表。6.2、进度计划保证措施6.2.1组织措施①本公司将本工程列为公司的形象重点工程组织施工，实施全面保证，全力以赴，确保项目所需施工设备、人力及材料资金及时到位。 西固区柴家台小学教学楼工程施工组织设计②公司与项目经理部，项目经理部与施工队、施工队与作业层，层层签订保工期合同，实行重奖重罚，实行赶工奖励。③为了确保工期，工程实行连续作业，节假日、农忙季节均以高薪留住作业人员，确保工程的连续进行。④及时贮存材料，组织苗木采购，项目物资部安排专人负责现场与生产生活基地的联络，确保施工物资及时到位。6.2.2技术措施①施工组织平面流水施工，实行平面平行流水施工，划分多个施工段同时组织施工，充分发挥本工程的有利条件。②加强质量管理严格把好质量关，及时发现和处理不合格的材料，并分析其原因，制定和采取预防措施，避免不合格产品在施工中出现，避免因材料不合格造成返工而延误工期6.2.3管理措施①本项目进行全面质量管理，工作责任到人，确保工程全过程得到有效控制，以质量保工期。②应用现代施工技术与方法，以科技保质量。③编制施工进度计划时，充分考虑本工程项目施工特点及施工条件、气候环境以及业主的要求，并结合具体情况，统筹安排，合理组织流水和立体交叉作业，使施工进度计划具有较强的科学性、合理性、预见性、可行性和适用性。④ 西固区柴家台小学教学楼工程施工组织设计以业主及监理工程师确认的施工总进度计划为目标，以控制关键线路的节点日期准点到达为主干，以滚动计划为链条，确保计划的衔接，稳定与均衡，对计划实行全过程的有效控制。⑤项目工程部根据经业主、监理工程师确认的施工总进度计划并结合实际情况编制详细的月、周、日作业计划和确定关键节点的完成日期。同时编制劳动力，各作业队伍有一定量的时间进行施工前的准备工作。同时编制劳动力、绿化苗木、草皮等材料、机具设备的月、周、日需用计划并绘制劳动力需用动态图，制定日作业卡。明确第二天要进行的各项具体工作和要求，每天下午6点钟将作业卡下达给项目工程技术部、物资部、质安部及相关的作业队伍于次日实施。在实施的过程中由项目工程技术部负责跟踪检查，针对进度滞后于计划的情况进行原因分析和寻找对策，通过改善施工条件、修改施工方案、优化资源配置、调整作为计划手段，保证计划实施所需的施工条件和资源得以满足，使施工进度始终与计划保持动态平衡，确保合同工期目标的最终实现。⑥建立每周例会制度，举行与业主、监理、设计、施工单位联席会议，及时解决施工过程中出现的问题，加强预见性，力求把阻滞进度的各种因素消除在萌芽之中。⑦加强季节性施工管理，针对冬、雨等不同自然条件，采取相应的技术组织措施，为确保工期质量目标创造条件。6.2.4施工总进度计划表见下页7、质量保证措施7.1、质量目标质量验收确保达到合格。7.2、质量保证体系 西固区柴家台小学教学楼工程施工组织设计建立完善的质量保证体系，严格执GB/TI9002-ISO9002质量管理和质量保证体系。由项目经理牵头，质检员、技术负责人具体负责，并明确各单项、分项工程质量责任人，对工程质量进行全面检查督促，质量保证体系如下：质量管理目标确定质量保证体系思想体系组织体系控制体系质量意识教育项目经理部施工组织设计与方案控制施工准备的质量控制机具材料的质量控制计量标准的质量控制施工过程的质量控制质量回访服务预防为主的方针材料机具工程计划技术室质量信息反馈7.3工程质量控制的特点了解该工程质量控制的特点，更好地对质量进行控制，下面将几个特点分析如下：a.工程专业性强，要求所有工程技术人员熟练掌握各项工作的质量标准及控制措施。b. 西固区柴家台小学教学楼工程施工组织设计要求高，施工中将可能出现超常规的情况。因此必须采取相应的措施以确保质量。7.4、质量控制原则和制度7.4.1原则a.工程质量控制应遵循“预防为主”的原则，坚持对质量进行事前控制，将质量隐患消灭在苗头阶段。b.质量评定坚持优良标准，一切以数据说话，严禁凭想象办事。7.4.2制度制定严格、周密的管理制度，确保质量达到优良。a.施工前技术交底制度：包括图纸、施工方法、操作规程、验收标准、安全知识及其它注意事项的交底。b.施工中工序自检制度：施工严格按图纸规定的技术要求组织施工，做好隐蔽工程原始记录，每道工序完成后及时检查，评定施工质量，不合格者坚决返工，确保达到优良标准。c.交接班制度：交接班双方均在交接记录上签署意见，接班组对达不到优良的上道工序坚决不接收，要求交班组返工直到达到优良标准后方可进入下道工序。d.质量回访制度对已完成工序的质量进行跟踪监测，出现问题及时整改，并做好记录，进行分析，为提高今后的施工水平累积经验。e.加强质量意识教育 西固区柴家台小学教学楼工程施工组织设计日常工作中定期对工程技术人员和操作工人进行质量意识教育和工作技能培训，树立良好的质量意识和较高的业务水平，有效保障质量的高水平。f.建立相应的质量奖惩制度公司与项目部、施工队等层层签订质量目标责任书，施工质量与经济挂钩，并做到奖惩分明，严格兑现。7.5、质量控制过程工序质量控制总结事后检验单位工程质量控制分项工程质量控制部位工程质量控制整个工程质量控制事中控制事前准备反馈7.6、质量要素的控制a.参与施工的工作人员加强技能培训，使大家自觉意识到“质量就是生命”的紧迫感，并贯彻到平时的工作之中，完善质量管理制度，同时组织学习该工种的施工图纸，遵循的技术标准，明确质量要点、难点。b.建立送检制度，苗木质量满足设计和规范要求，同时得到监理、质检及有关人员认可后才能使用。c.机械设备经常检修及保养，确保其良好的工作状态。d.施工方法、检验方法：尊重科学，联系实际，充分论证，保证采用最合理的施工方法及检验方法。7.7、关键工序质量保证措施7.7.1土方回填：因本工程有大面积的原土夯实和3:7灰土夯填 西固区柴家台小学教学楼工程施工组织设计；施工前应具备以下条件：(1)砖、石（直径＞25mm）、木块等杂物应清除干净；(2)夯填时表面不得有积水：，(3)回填土料一般采用原土，但不能是淤泥、冻土、盐渍土、盐胀土等。(4)应根据回填土的性质和采用的压实工具，将回填土的含水量控制在最佳含水率附近。(5)除与交通线交叉处外，夯填土的压实度为0.94。（6）回填土施工工序：包括填土→摊平→夯实→检查。本工程将采用打夯机夯实法。7.7.2模板工程：模板工程是工程质量的关键，本工程主要是园路边模的支设。我们将制定出详细组装操作步骤和拼装方法：指导施工，首先要确保模板在模板和拼装方法力求一致，模板都要做成定型清水模，板口刮油灰，刷桐油保护，装拆不准乱扔乱甩，堆码存放，同时模板的拼装和支撑系统应保证模板尺寸准确拼装便捷，有足够的刚度和强度，不发生走模、胀模、下沉现象，使混凝土成型正确，内实外光。7.7.3混凝土浇灌前应严格检查模板尺寸和支撑、钢筋数量和位置，办理隐蔽验收签证手续。混凝土浇灌必须有领导管理人员值班，操作人员要明确排班，定人定岗。做好技术交底，记好施工日记，混凝土应严格按配合比通知单配制，过称计量，机拌机捣，按规范规定留设试块，并请监理工程师在场随机取样，送检，混凝土必须按规定养护，低温季节应覆盖草袋或升温养护，保证混凝土强度正常增长，混凝土构件的拆 西固区柴家台小学教学楼工程施工组织设计模按规定定期或强度拆除，混凝土掺外加剂应按试验室开出的配合比，并在技术部门的指导下进行，为了强化混凝土强度的管理，作如下奖罚规定：上料不计量，“就地开餐”发现一次罚施工员20元和班组100元，计量误差5%，发现一次罚20元。7.7.4装饰工程：为确保装饰工程质量达到优良标准，我们拟从材料采购、管理及操作上采取有力措施：A装饰材料采购比质比价，优先选用质量好、信誉高的厂家的名优产品，把质量放在第一位，价格放在第二位；B外装饰由公司组织以质量为核心的劳竞赛，参赛班组由公司选拔指定，高级装修，由公司装饰分公司选优秀工人担任；C严格按操作规程操作。7.7.5油漆涂料工程：油漆颜色应自建设单位看样选定，油漆涂刷前应清扫剔除，基层表面的浮渣、毛刺、油污、焊渣、铁锈，基层干燥符合要求方可进行，涂刷油漆时应做横平竖直、纵横交错、均匀一致，并按规定程序进行打磨砂纸面漆涂刷要色调均匀，不显刷纹，理平理光，光泽明亮。8、安全保证措施8.1、建立安全责任制8.1.1根据本工程特点，建立健全安全监督体系、安全生产岗位责任制，定期组织和进行安全检查，每天进行班前安全活动，对作业层进行安全意识及纪律教育，加强操作人员的自我保护意识。建立严格的安全条例和奖罚制度，管理层以身作则，公司各级领导及项目全体管理人员都强化安全意识坚持“安全第一，预防为主” 西固区柴家台小学教学楼工程施工组织设计原则，正确处理安全与生产，安全与效益的关系，开工前进行安全教育专题会议，在布置生产的同时，布置安全生产工作，对民工进行安全教育，各种教育有文字记录，施工现场布置有针对性的安全标语和安全警示牌，并设置语言灯箱，进一步明确和落实安全生产责任制。8.1.2建立健全安全生产责任制，签订好安全目标管理合同，明确完全目标管理。项目经理亲自抓安全生产，质量检查员和安全员负责日常安全生产检查和开展安全生产活动，安全员及发现问题及时整改，每个班组均设兼职安全员，班组兼职安全检查员负责本班安全生产工作，公司每月对工地进行安全生产大检查，每周一次抽查，班组和班组之间，建立自检交接检查制度，发现质量隐患及时督促整改，对发现隐患及时提出合理改进措施的有功人员进行奖励。8.2施工人员的要求（1）参加该工程施工的所有人员，要认真学习和严格执行国家有关安全规程规范，坚持安全第一，预防为主的方针。（2）开展安全在我心中及施工现场班组联防互保活动，建立以项目经理为核心的安全管理体系，定期进行安全大检查，杜绝安全事故的发生。（3）在项目经理的领导下，专职安全员，各专业施工员，结合质责工程的施工特点，做好详细的安全技术交底，根据施工技术措施及安全技术操作规程的要求，以节面形式逐条向班组交底，履行签字手续，确保施工安全。(4) 西固区柴家台小学教学楼工程施工组织设计安全人员必须坚守工作岗位，及时检查，对安全中发现的问题及时提出建议并督促整改，否则有权制止违章施工。(5)施工现场的各专业管理人员，特殊工程的操作人员要持证上岗，无证人员不得从事施工作业。(6)施工人员操作前严禁喝酒。(7)施工现场的要求(8)进入施工现场必须戴安全帽，按规定穿戴劳动保护用品，严禁穿高跟鞋及带钉易滑的鞋施工作业。(9)施工现场要保持整洁，垃圾、废料及时清除，坚持文明施工。（10）沟、槽内作业，必须事先检查沟、槽的稳定性，支护板的可靠性，并有专人在外看护。（11）沟、槽两边设置防护栏，使施工现场与行人车辆隔开，并设明显的安全标识和安全警示牌，夜间设置警示灯，未经安全人员的许可，任何人不得擅自拆除或挪用。（12）过主要交通道路十字路口和丁字路口，必须搭设临时行人车辆便道，便道两边设防护栏。（13）土质较松软的地沟两侧，绑竹撬板及木杆支护，防止坍塌，沿车行道较近的沟槽边、通道口设置围栏，警示牌。（14）沟坑挖土堆放在上边口1.5米以外，距沟边0.8米宽0.5米高弧形防水带。（15）施工现场要设置相应数量的消防器材、设备、设施。（16）非有关操作人员不准进入危险区内。（17）非施工人员严禁擅自进入施工现场。 西固区柴家台小学教学楼工程施工组织设计（18）未经施工负责人员批准，不准任意拆除架子设施及安全装置。（19）施工现场用电要严格按照施工现场临时用电安全技术规范，加强电源管理，防止电气火灾发生。（20）施工现场内的各种管道、电线、电缆及安全防护设施，不得随意切割或移动。（21）进入潮湿场所作业，使用36V低压安全电源，严禁电线缠绕在金属部件上。8.3对施工机具的要求（1）各种施工机具必须经常维护和保养，按技术规范要求使用，不得违章操作。（2）施工机具在运行中不得检修或调整，各种动力设备检修时，必须将电源切断。（3）临时电源线必须架空，电闸箱要上锁，专人负责。（4）现场使用的起重机械索具必须安全、可靠、制动灵活，各种电动设备要有良好的接地保护装置，平电动工具要有漏电保护装置。8.4对起重作业的要求（1）进行垂直吊装时，吊装物下严禁站人，机械操作人员和指挥人员要密切协调配合。（2）各种起重设备、工具，不准超载运行。（3）应根据吊件的重量、外形尺寸，选用适当的方案或工具，确保设备及人身安全。 西固区柴家台小学教学楼工程施工组织设计8.5安全保证措施的贯彻执行（1）所有人员必须熟悉和严格遵守安全防护条例。（2）施工小组的施工人员必须结合现场的实际情况遵守有关规定。(3)发生安全事故，应保护现场，及时抢救伤员，认真调查事故原因及时上报，本着三不放过的原则处理事故。8.6安全组织保证措施（1）严格执行《建筑安装工人安全操作规程》中有关工种和有关的操作规程，杜绝违章指挥和违章作业。同时，必须遵守业主制定的有关安全保卫制度。（2）对全体施工人员在开工前分级进行安全技术交底，认真贯彻“五同时”，即在计划、布置、检查、总结、评比生产任务的同时，计划、布置、检查、总结、评比安全工作。（3）工长在下达施工任务的同时，针对施工任务情况，制定安全工作计划、安全措施及安全控制重点，并落实具体人员对口，抓好落实与总结工作。（4）对新进厂职工按规定进行三级安全教育，以提高他们的安全施工意识和安全施工知识。(5)加强专职安全人员日常安全巡回检查，服务到现场，深入施工第一线，履行职责，对违章、违制人员采取一查、二帮、三劝、四罚的办法。 西固区柴家台小学教学楼工程施工组织设计(6)根据工程进展情况和季节情况，组织进行施工阶段性安全大检查及季节性安全大检查，对不安全情况，限期整改，落实到部门和落实人员。(7)安全施工要做到标准化，即高空作业标准化，临时用电标准化，脚手架搭设标准化，孔洞盖板、临时防护设施标准化，安全标志标准化。(8)贯彻安全经济责任制，做到纵向到底，横向到边，安全工作，人人有责。(9)建立、完善现场警卫制度和库房防火安全制度，重点抓好易燃、易爆、有毒等危险物品的保管工作，以及防火、防盗工作。(10)抓好施工现场的文明施工管理，统一布置、统一安排，施工现场禁止流动吸烟，施工场地要有足够的采光或照明，保持现场整洁工完场清，文明施工。（11）开展班前安全活动，随时消除不安全因素，保证安全生产。（12）严格执行“事故三不放过”的原则，即事故原因不清不放过，群众和责任者没有受到教育不放过，没有防范措施不放过；对事故及时上报和组织调查分析处理，避免事故的重复性发生。（13）作好安全教育，安全交底，安全检查，安全活动和安全总结等各项工作记录。8.7消防安全管理措施①施工过程中，氧气、乙炔、油漆、涂料等易燃易爆物资分别远离火源，电源处单独存放，存放外配备灭火器。② 西固区柴家台小学教学楼工程施工组织设计现场配电室配备灭火器及高压安全用具，如接地线棒、接地卡子。高压低电笔、绝缘拉杆、胶鞋等，且每月检验一次。③现场机械设备及电动工具设置漏电保护器，每机单独设置，不得串用，以保证用电安全。④使用高温灯具如碘钨灯、高压水银灯、20W以上的白炽灯等要远离易燃易爆物，距易燃物最近不得小于1m，距易爆物最近不得小于3m，一般灯具距易燃物不得小于0.3m，室外照明须装防雨罩。⑤配备专职防火监护人员，巡回检查各作业地点和消防安全情况。⑥组织项目职工学习消防安全常识，增强职工的消防意识。8.8安排好职工的生活和住宿，搞好饮食卫生和季节性防病工作，保证休息时间，以保证工人有饱满的精神，在工作中精力充足，有效地防止事故发生。9、现场文明施工措施9.1、文明施工管理措施①设置文明施工管理组，负责现场的文明施工形象。②公司与项目经理部、项目经理部及各施工队，施工与各作业班组层层签订文明施工协议，明确目标与责任。③施工现场的各项临时设施严格按总平面布置图的要求进行布置。现场设垃圾中转堆场、消防栓等临时设施，以及在现场的出入口处设置文明施工标牌。④施工现场的用水、用电线路统一按规划布设，进场后装好水表、电表，严格遵守各项规章制度，并尽可能暗埋，不得乱拉电线和随意接水管。 西固区柴家台小学教学楼工程施工组织设计⑤现场的生产、污水应进行有组织排放，经沉淀过滤处理后通过临时暗沟或临时排水管道将污水排至市政污水管道内。⑥施工材料进场后，及时将材料堆放到指定的堆放场地上，材料堆放时，分门别类，堆码整齐，标识清楚。⑦施工现场的建筑垃圾每天都须及时清理，做到工完场清。⑧尽量降低施工现场的机械噪音，不使用陈旧、噪音大的机械设备。晚间尽量避免噪音大的机械施工，以免影响居民的休息和生活。⑨现场办公室及生活设施做到整洁、清爽。办公室墙上挂岗位责任制、施工总平面布置图，施工总进度网络计划等图表，各类在施工现场的办公室，施工的出入口等人流较集中的地方设立文明施工标牌，标牌设计做到周正美观、内容清楚。⑩加强对项目职工的文明施工教育，教育大家遵纪守法，做到人人讲卫生、讲文明、讲道德、讲礼貌，爱护厂区内一切设施和环境。⑾施工设备及时维护、清理，既保证外观清洁，又能正常运转。⑿工地食堂内外整洁，炊具厨具干净，无腐烂变质食物，食堂工作人员具备当地医院及卫生防疫部门出具的健康证书，确保饮食文明卫生。⒀职工住宿安排专人负责卫生，每个寝室建立值班制度，项目部组织每周检查一次，确保住房内卫生整洁。⒁施工现场节约用水、用电，消灭长流水、长明灯现象。⒂现场作业人员及时办理合法手续，清退“三无人员”。⒃主动协调好与其他施工单位的关系。9.2、环境保护 西固区柴家台小学教学楼工程施工组织设计①实行环保目标责任制，把环保指标以责任书的形式层层分解到有关部门及个人，列入承建合同和岗位责任制，建立一个懂行善管的环保自我监控体系。项目经理是环保工作的第一责任人，是施工现场环境保护自我监控体系的领导者和组织者。②组织所有施工人员学习环保知识，提高全体职工的环保意识，并自觉遵守国家和地方有关控制环境污染的法律法规。③加强施工现场粉尘、噪音、废气、污水的监测和监控工作，及时采取措施，消除污染，具体措施如下：a.施工生产、生活污水有组织排入就近下水道，严禁流出施工区域。b.存放油料时必须在库房内进行防漏处理，防止油料滴漏，污染水源。c.防止噪音污染，严格控制人为噪音，限制高音喇叭的使用，晚间22：00-早晨7：00，限制有噪音工作的实施，最大限度地减少噪音干扰正常的教学和工作环境。f.工地厕所安排专人管理，定期喷药消毒，以防蚊蝇滋生，每天清扫住房，厨房出来的生活垃圾运入指定地点，不影响周围环境。10.雨季施工注意事项及其技术措施(1)开工之前，应考虑有效地排除施工场地雨水的方案。(2)作好临时防雨设施的储备，如棚布、草袋、防滑跳板等。(3)排水备用泵的工作状态应良好，排水系统应畅通。(4)检查加固临时电路，电线距地面高度应在3m以上。(5)制定雨季施工技术方案，进行雨季施工技术交底。 西固区柴家台小学教学楼工程施工组织设计（6）合理规划堆放材料，保持料场排水畅通。（7）各施工点对施工用电设施进行定期系统检查，内容为：线路绝缘、破损、老化、配电箱、防雨遮盖、电闸开关壳体破漏等。电线要架空敷设，距离地面宜在3m以上。（8）施工机具设备，应搭设防雨遮盖雨棚，电器设备用铁皮或油毛毡遮盖，雨前应断开闸刀，雨后作业潮湿环境施工人员穿绝缘鞋。（9）露天堆放的工程物资，必须搭设防雨蓬布，并保持良好的通风。（10）准备必须的排水工具和机具.11、合理化建议（1）为确保工程进度及工程质量，建议成立由建设单位、监理单位、施工单位三方组成的现场指挥小组，定期召开会议，必要时请设计单位参加，以协调解决现场中的各种问题,争取在冬季施工前施工完室外的工程。12、工程回访及售后服务本工程我公司不仅要争创优质工程，而且要向业主提供优质、满意的服务。为用户创造一个良好的工作环境，建一方工程，交一方朋友，是我公司一贯的服务宗旨。（一）保修承诺我公司承诺，严格执行国务院279号令《建设工程质量管理条例》中的保修规定，在此期间，积极履行工程质量保修义务。工程交工后，我公司 西固区柴家台小学教学楼工程施工组织设计征求业主的建议，且定期组织有关人员进行工程回访，认真听取业主的意见，并做好记录。对发生的质量问题，我公司将立即组织维修，尽最大的努力为用户服务，使之满意。对保修期以外或使用不当造成的质量问题，我公司也将热诚服务。我们不但要在工程施工中严把质量关，做到少出问题，不出问题。更要在工程交付使用后为建设的单位优质服务，以体现我公司良好的施工能力和社会信誉。（二）保修条款1、凡用户提出在使用功能方面不合理或返修变更处，我们将无偿进行服务，保证做到用户随叫随到，自接到通知24h内到位，做到让用户满意，让用户放心。2、在工程交付使用一年后，由工程项目负责人带领有关人员回访，听取使用单位对本工程质量的意见。3、交工一个月内设专业维修队蹲点维修，直到用户满意。4、根据国家有关文件规定，土建工程在设计规定的合理使用年限内实行终身保修。5、采暖工程保修期为二个采暖期。6、给排水工程保修期为二年。7、保修期过后，如发生其它问题，我们将协助建设单位进行处理，并进行必要的技术服务。附件一：劳动力安排计划 西固区柴家台小学教学楼工程施工组织设计劳动力需用量计划表序号工种按工程施工阶段投入劳动力情况（日平均用工）基础主体验修1木工102052钢筋工10203混凝土工464瓦工42065抹灰工520206油漆工27普工1010108土建电焊工2429起重工2210架子工410611现场电工24212机操工22213水暖工22414安装电工22415其他工种54附表二：施工机具计划 西固区柴家台小学教学楼工程施工组织设计主要施工机具需用量计划表序号机械设备名称规格型号数量国别产地制造年份额定功率（KW）设备状况现在地1物料提升机2中国山东200335完好公司基地2灰浆搅拌机JZ-3002中国陕西19933完好公司基地3电焊机HJ-3004中国山东199721KVA完好公司基地4钢筋弯曲机HX1-3001中国陕西19985.5完好公司基地5钢筋切断机QT40-11甘肃兰州19962.8完好公司基地6蛙式打夯机HQ-203中国陕西2002完好公司基地7木工电锯WJ1041中国上海20001.1完好公司基地8振动器HZ-506甘肃兰州20021.5完好公司基地9平板振动器PZ-202甘肃兰州2000完好公司基地10压路机1中国山东2001完好公司基地11竖井架2甘肃兰州1999完好公司基地12机动翻斗车1T2中国山东2002完好公司基地13气焊设备2甘肃2002完好公司基地16台秤1T2甘肃1999完好公司基地20经纬仪J21北京1999完好公司基地21水准仪S31北京2001完好公司基地 西固区柴家台小学教学楼工程施工组织设计附件三：施工进度计划兰州市西固区月牙桥中心学校教学楼及辅助用房工程施工进度计划进度分部分项2012年2013年10月11月12月1月2月3月1515202530491419242949141924293813182328381318232827122330基础施工挖土井桩基础梁回填及配套工程主体施工主体筑砌装饰施工抹灰及门窗地面其他安装施工水暖电配合安装 西固区柴家台小学教学楼工程施工组织设计验收交工附件四:施工总平面图 西固区柴家台小学教学楼工程施工组织设计门卫材料堆放教学楼大门锅炉房厕所花园花园西固区柴家台小学教学楼 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