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  • 2022-04-22 发布

中小项目及零星维修工程施工方案

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30目录第一章编制依据1第二章质量方针2第三章质量目标及违约责任3第四章工期目标及违约承诺4第五章施工准备及人力计划、自备设备计划、材料计划5第一节技术准备5第二节材料准备51.材料组织计划5第三节施工用电6第四节施工用水6第五节劳动力准备6第六节设备准备7第七节施工现场准备8第六章项目部施工组织机构9第一节项目部组织机构9第二节项目部质量保证体系组织机构9第三节项目部安全保证体系组织机构10第四节项目部工期保证体系组织机构10第七章公司承包优势及有利条件11第八章公司承包优惠条件12第九章完成总进度计划保证措施13第十章服从承包单位管理的行政技术措施14第十一章主要项目施工方法及技术措施15第一节测量放线15第二节基础工程1530n30第三节主体工程施工方法15第四节楼地面工程施工方法16第五节门窗工程施工方法16第六节装饰工程施工方法16第七节屋面工程施工方法17第八节管道工程施工方法17第九节电照工程施工方法18第十二章施工保证条件19第一节工程质量保证措施19第二节安全保证措施20第三节工期保证措施及奖罚承诺21第四节停水停电施工措施21第五节建设单位资金困难时保证工程连续施工措施22第六节创市级优质工程措施22第七节创优质工程细部处理技术措施22第八节计量管理技术措施23第九节配合施工监理措施23第十节消除工程质量通病计划23第十一节冬、雨季施工方案24第十二节创市级文明工地技术措施24第十三节农忙季节劳动力组织计划25第十四节厨房、卫生间地面及管道防渗漏技术措施25第十五节环境保护措施25第十六节推广仿塑料面木门窗油漆工法技术措施26第十七节推广硬架支模施工工艺计划26第十八节搞好友临关系措施26第十九节回访、保修期(主体工程终身保修)、保修条件、及奖罚措施26第二十节防火及消防保证措施27第二十一节节水节电措施2830n30第二十二节节省工程投资、降低工程造价措施28第二十三节工程不转包承诺及措施28第二十四节职工食、宿及加工场地计划28第二十五节项目管理图表2930n30第一章编制依据招标文件建设工程施工工期定额现行预算定额及文件汇编建筑安装工程施工技术操作规程建筑安装工程施工验收规范建筑安装工程施工质量标准建筑安装工程施工操作工艺建筑安装工程施工工法施工图纸及技术文件30n30第一章质量方针竭诚服务,创优求精,为用户着想30n30第一章质量目标及违约责任我公司的质量目标:干一项工程,创一项精品,树一个丰碑,实现栋栋优良。本工程的质量目标:面积在2000平方米以上的项目为优良工程;面积在4000平方米以上的项目为市优工程。违约承诺:质量责任与奖罚按市政(1996)198文执行,若达不到质量目标按总造价的3%处罚。30n30第一章工期目标及违约承诺工期目标:按双方约定工期保证完成,争取提前10%,违约承诺:若超过约定工期,每拖延一天乙方承诺罚款500元。30n30第一章施工准备及人力计划、自备设备计划、材料计划第一节技术准备认真熟悉和审查图纸,分专业做好图纸自审工作并作详细记录。认真做好设计交底和图纸会审工作,并形成会审记要。做好施工测量、放线工作,控制好墙体的定位轴线和标高。认真编制施工组织设计,绘制切实可行的施工进度计划表和网络控制计划,保证工程按期交付使用。准备施工中所需的各种技术规范和标准图集。第二节材料准备1.材料组织计划为保证工程按期交付使用,建筑材料的准备尤为重要,本工程场地紧张,不能将所需材料一次进够,这就要求工地各个部门配合协调,每月制定进料计划,随用随进,并提前做好供料准备。序号材料名称单位数量1钢材吨按照预算用量2木材立方米按照预算用量3水泥吨按照预算用量30n30第一节施工用电主要机械设备用电:400L搅拌机2台10×2=20KW2T卷扬机3台7.5×3=22.5KW振捣器6台2×6=12KW打夯机3台3×3=9KW电锯、电刨等40KW照明用电25KW选择三相线BLX,采用铝蕊橡皮线,S=70mm2第二节施工用水使用现场临时供水管道第三节劳动力准备工种基础主体装饰设备备注瓦工1515壮工303012木工1515砼工68抹灰工201030n30油漆工架子工66机械工888电工2222水暖工5555钢筋工66电焊工222机手466第一节设备准备本工程采用机械大开挖,配备装载机一台,将挖出的土方就地推平,保证作业面,另外,要配备三台提升架,三台搅拌机等主要设备,由专人负责落实,保证各种机械按要求时间到位。机具名称数量用途自卸汽车6辆余土外运400L搅拌机2台砼搅拌30n30挖掘机1台机械挖土3吨卷扬机2台垂直运输电焊机2台栏杆、栏板等焊接平板振动器2台砼振捣蛙式打夯机3台回填土夯实电焊、气割2台电锯1台切割机1台水准仪1台经纬仪1台振动棒4个砼振捣第一节施工现场准备先进行施工现场控制网测量,设置测量控制点.其次规划施工现场的临电线路,临建设施、给排水管线,保证生产和职工生活的需要,第三,保证施工现场“三通一平”到位,这是正常施工的保障。30n30第一章项目部施工组织机构为优质高效率的完成中小项目及零星维修工程的建设任务,我们邯郸市XX有限公司将尽最大努力完成该工程施工任务。并成立二级工程项目部,下设质量检查组,安全检查组、材料组、设备组和计划预算组。配备工程技术人员24人,其中,高级工程师1人,工程师3人,配备质量检查员3名,安全检查员3名,技术资料员2名,施工员5名,预算员3名,劳资员1名,并负责工程施工和甲乙双方的业务往来。本工程严格实行专款专用,确保工程进度。正常施工人数180人,高峰期施工人数达到300人。第一节项目部组织机构序号姓名技术职称分工1高级工程师项目经理2高级工程师施工员3技术员质量检查员4助理工程师安全检查员5助理工程师预算员6经济员劳资员7助理会计师会计员第二节项目部质量保证体系组织机构序号姓名技术职称分工1高级工程师项目经理2高级工程师施工员3技术员质量检查员30n304助理工程师安全检查员5助理工程师预算员6经济员劳资员7助理会计师会计员第一节项目部安全保证体系组织机构序号姓名技术职称分工1高级工程师项目经理2高级工程师施工员3技术员质量检查员4助理工程师安全检查员5助理工程师预算员6经济员劳资员7助理会计师会计员第二节项目部工期保证体系组织机构序号姓名技术职称分工1高级工程师项目经理2高级工程师施工员3技术员质量检查员4助理工程师安全检查员5助理工程师预算员6经济员劳资员30n30第一章公司承包优势及有利条件我公司是国家二级建筑施工企业,市属骨干企业;我公司是***省建筑施工企业三十强之一;我公司是1996年、1997年、1998年、1999年重合同守信用企业;我公司是1997年度邯郸市工程质量管理先进单位;我公司是1997年度邯郸市创市优工程先进单位;我公司是1998年度邯郸市创市优工程先进单位;我公司是1999年度邯郸市创市优工程先进单位;我公司是1997年度邯郸市科技管理先进单位;我公司建筑工程施工技术资料管理获***省建设科技进步一等奖;我公司开发的工程量自动计算机应用软件达到国内领先水平;我公司开发的招投标管理系统应用软件达到国内领先水平;我公司为邯郸市第二批改制企业,新组建董事会精明能干,富有开拓精神,有八级以上的技术骨干468名,有一支能打硬仗的干部职工队伍。我公司是邯郸市市属企业,许多职工为邯郸市人,且在市内居住,便于施工。30n30第一章公司承包优惠条件我公司准备了100万元备用金,预防业主资金不能及时到位时,保证工程不停工。我公司为国家二级企业,乙级取费,为和甲方搞好协作,降低工程造价,我公司主动降低一级取费,采用丙级取费进行决算。公司可以垫付部分建筑材料款,以缓解业主的资金紧张状况。30n30第一章完成总进度计划保证措施项目部现场成立计划科,配备计统师两人,并实行计算机管理.本工程实行公司、工程处和工程项目部三级生产调度会制度,公司每月至少到现场召开一次施工调如我公司中标,本住宅工程将列入我队重点工程项目,每月考核工程形象进度,并制定严格的奖罚制度,责任到人,并从人、财、物上优先保证该工程使用。为确保工程进度和工期管理,本工程请工程师绘制施工网络计划图,按照生产调度会的要求,网络图下达后,每三天检查一次,输出前锋线网络图,并对滞后工序分析原因,做出对策,再通过生产调度会议进行布置,这样使施工情况始终处于动态实时控制之中。30n30第一章服从承包单位管理的行政技术措施开工前,项目部制定服从总包单位管理行政技术措施,并贯彻到全体职工中。开工前,将施工组织设计和分部分项施工工艺上报总包单位审查,经批准后方可实施。按时参加总包单位组织的生产调度会。30n30第一章主要项目施工方法及技术措施第一节测量放线开工前做好施工测量、放线工作,建立方格控制网,以控制桩作为控制建筑物的墙轴线定位依据。高程的引入由建设单位指定标准水准点引入现场,作为基础标高的测量依据。基础施工完毕后,在-0.2米处设置水准线,作为楼板标高的测量依据。第二节基础工程素砼凝土垫层及钢筋混凝土基础施工时,必须有混凝土配比单和主要材料的合格证及试验报告,搅拌机旁设一机两磅,要求车车计量,不许用换算体积比,砼浇筑要连续进行,不留施工缝。基础钢筋绑扎时要满足设计和规范要求,保证两层筋间距第三节主体工程施工方法主体工程砌砖采用“三一”砌筑法,即一铲灰,一块砖,一挤揉,这种砌筑方法能保证砂浆饱满。墙体采用梅花丁排砖法砌筑。垂直运输使用一台提升架来进行运料,砌墙时搭设内脚手架,大面积砌墙前首先砌出样板墙,经公司质量检查和有关部门认定达到优良标准后,方可以此墙为样板进行大面积施工。构造柱要按规范设置拉结筋。根据本工程的实际情况,预留施工洞口处按1.5米洞口搭设过梁,洞口按直搓要求甩出拉结筋,以保证墙体的整体情况。当墙体构筑到一定高度时,用经伟仪在墙角引测出轴线控制点。现浇混凝土施工时,构造柱部分箍筋要求做成双向为135°弯勾,弯勾的平直部分长度,不宜小于箍筋直径的5倍,且不小于50mm30n30,有抗震要求的结构,不应小于箍筋直径的10倍。钢筋保护层厚度应符合设计要求或规范规定,保护层垫块应制作专用垫块,柱子钢筋上端应设有定位箍筋。支模板时要考虑起拱,并配备充足板底模板,尽量在混凝土浇筑28天后拆模,如需提前拆除模板,一定要经工地技术负责人同意。浇筑砼构造柱时,要对构造柱底部做认真的清理、冲洗,混凝土构造柱的顶面标高不得低于本层板面的高度,确保构造柱不出现断层。厕所间现浇顶支模时要控制好标高和坡度,不准出现返坡现象。空心板安装采用硬架支模的安装方式,这种工艺能缩短工期,保证板底平整和结构的整体钢度。第一节楼地面工程施工方法施工前应认真清理基层,依据各楼层十0.5m线控制地面标高,有排水要求的地面,按设计要求做出坡度。铺贴地板砖地面前,应刷素水泥浆结合层,找平砂浆应严格按配合比配料,地面的找平应在初凝前完成,及时做好地板砖铺贴工作,做好养护,保证楼地面平整,达到满意的观感效果。水泥地面保持表面洁净,无裂缝、脱皮、磨面和起砂现象。第二节门窗工程施工方法木门窗安装前,要先刷好底油,木门窗框周边与墙体之间的缝隙应用砂浆或麻刀砂灰抹压严密平整,不乱塞水泥纸袋等杂物。外挑檐和外窗台应留设底水槽,并留3cm止水线,不得遗漏。门窗安装要牢固,开关灵活,关闭严密,间隔均匀。塑钢窗安装首先要保证制作质量,进场进检查质量情况,不合格产品严禁使用。安装时采用后塞口施工方法,要注意成品保护。木门油漆时采用仿塑料面油漆方法施工,保证油漆面光滑,光亮,不刺眼。第三节装饰工程施工方法室内抹灰在主体验收后进行,先室内、后室外,抹灰时和基层粘结牢固,分层抹好,避免出现空鼓现象,顶棚抹灰时要冲筋,弹线,保证阴角顺直。外窗楣留铝合金条滴水槽,两头留3cm止水线。楼地面要保护好,避兔污染。抹灰顺序:基层处理→墙面浇水湿润→贴饼冲筋→打底子灰→修抹箔盒周边→30n30罩面层灰→喷涂料。贴饼应按基层表面平整垂直情况,经检查后确定抹灰厚度,但最少不应小于7mm,墙面凹度较大时要分层操作,先在2m高处贴灰饼先贴上灰饼再贴下灰饼,用靠尺板找正垂直,冲筋应根据灰饼而冲,冲筋的根数根数根据标高来决定。抹底灰:一般情况下,冲完筋就抹底灰,注意不要过早或过迟。先薄薄抹一层底子灰,接着抹第二遍与筋找平,接着用刮板由下往上刮平,用木袜子搓平,局部低凹处再用砂浆增补搓平,用大杠由下而上普遍刮平,然后搓平、压光,最后罩面。第一节屋面工程施工方法屋面工程施工应保证基层干燥,避开雨天施工。所用卷材、沥青的进货必须有合格证。所用材料、成品和半成品的质量应符合设计要求和规范规定。施工前应在基层弹标准线,以保证铺贴顺直,施工时在屋面拐角、水落口处、油毡搭接收头等节点部位,卷材必须仔细铺平、压实、收头牢靠。在屋面拐角、落水口等部位还应加铺卷材附加层。防水层施工完,在一周内不许上人,应继续进行其它工序施工。第二节管道工程施工方法给水系统:给水管采用镀锌钢管,丝扣连接。管道安装按先干管、立管,后支管顺序进行,管支架应固定,与管间不得有间隙,立管每层设置管卡高度1.6m。管道安装完毕后须进行试压,试验压力为0.6MPa。试压后,应防腐处理,明装管刷防锈漆二道,银粉二道,埋地管刷热沥青二道。排水系统:排水管采用铸铁管,水泥捻口。排水管安装应实测实量,现场组装和预制,按设计坡度要求放坡,立管与排出管端应采用两个45°弯头,为防止立管下滑,应在立管底端的弯管处设混凝土支墩。管道安装完毕后,应做通水检漏试验,并按要求防腐。明装排水管刷锈漆二道,银粉二道。采暖系统:采暖管均为焊接钢管,DN≥32采用焊接,DN≤30n3032采用丝接。管道穿墙、楼板时应加设钢套管,穿墙套管与饰面相齐,穿楼板套管应高出地面30mm。为避免重复作业,应先安装干管,再安装立管及支管,立管在距地面1.6m处设管卡。散热器安装应在楼面饰面完成后进行,每组散热器安装一手动跑风阀。系统安装完毕试压合格后,作防腐保温处理。明装部分均刷防锈漆二道、银粉二道。第一节电照工程施工方法电照管线预理应随主体施工进行,所用管材必须用阻燃管,氧指数要大于40,埋管路线要符合设计要求,有变动时必须经设计部门同意。火线、零线、地线要按颜色加以区分,照明电源从各层的配电箱引出。预埋管线进配电箱时,表箱上机械开孔,线管按顺序排列整齐,禁止用电气焊开孔。电气配管沿楼板敷设时,要尽量埋在现浇板带中,次之走扳孔,不得走板缝。接地装置必须符合设计要求,接地装置安装完毕后就做接地电阻测试,并将测试结果记录入档。30n30第一章施工保证条件第一节工程质量保证措施开展ISO9002贯标活动,将新的科学的管理方法用在工地质量管理中。认真做好自检、专检、交接检,隐蔽工程验收必须先经公司施工管理科检查,达到要求方可报请质监站检查验收,未经验收不得进行下道工序施工。加强测量放线工作,建立复测制度,确保建筑物各种轴线、中心线和标高偏差不超过规范规定的要求。基础及主体结构施工的主要工序应安排相对稳定的班组施工,施工前由项目工长对主要工序操作者进行操作规程和质量标准的书面交底。每层放线都要用经纬仪由标准固定引线,不得借用下层轴线,以防墙柱移位。标高由—0.20米处上引,每层放线后都要坚持做预检。严格按国家规定的标准及验收规范组织施工。各种施工的技术资料必须与工程形象进度同步进行,各种试验报告及时准确。构配件进场必须由质检工程师负责检验。各种构件要有合格证,无证禁止使用。加强对砼拆模强度的管理,对主要部位拆模由专人负责,不可拆模过早,影响砼的质量。加强空心板极缝控制,下口板缝不小于20mm。并用细石混凝土掺5%微膨胀剂隔层灌缝,用小型震捣棒震捣密实以达到满意的效果。现场具备一机两磅,混凝土、砂浆使用前先申请配合比,按配合经的要求车车计量,保证砂浆、混凝土的质量。防水工程要抓好细部环节,如出屋面铸铁管根部处理,屋面泛水处理等,厕所楼地面管道随主体埋设,严禁剔凿,防水细部做法要认真。穿楼地面管线要随结构施工埋设套管,不能埋设的只准钻孔穿过,严禁剔凿,损坏楼板。做好各项施工记录和原始检查记录以及各种技术资料的收集整理工作。严格按照《建筑工程技术资料编审手册》的要求进行整理,做到记录清断,填写及时,保证交工资料齐全。30n30第一节安全保证措施我公司在施工现场成立安全监督检查小组,组长由公司安全科科长,副组长由项目部经理、主管工程师担任,严格按照安全监督控制网领导施工。安全监督检查组纳设若干名安全员,分别负责分部分项工程的安全工作,确保该工程安全顺利进行施工。施工现场负责人及施工人员必须认真执行和贯彻“安全第一、预防为主”的方针。施工现场负责人应严格按照安全技术操作规程、安全措施和“其它安全规定”,以科学的态度指挥生产,不得违章指挥,并督促施工人员尊章守纪,文明施工,发生安全事故应做到“三不放”.加强安全教育和安全管理工作,成立安全执法队,抽调专人负责安全具体工作和经常性安全检查,制止一切违章作业。加强安全防护和劳动保护工作,备齐安全防护和劳动保护设施,使施工人员和设备材料确有安全保障。进入施工现场要戴安全帽,正确使用个人劳动保护用品。各工种施工人员必须持证上岗,否则不准上岗。工地危险地方要设置安全警告标志,经常检查电的线路和绝缘情况,机械设备有无漏电保护装置,非操作人员不得动用机电设备,电工负责每天检查一次,保证其正常工作。加强一切洞口的防护设施,如绑扎护身栏或加时盖板;临时作业要加设安全防护栏杆及安全风并加警告标志,黑暗处加设照明。建筑物出入口必须搭设安全防护棚;距居民住区及办公区较近的部位要搭设安全封闭棚。由于建筑物采用钢管脚手架及钢模板,且铁锈多,为安全起见,一律使用胶皮软线,电路必须采用漏电保护装置,电闸箱要有防雨设备。现场应成立保卫消防领导小组,制定一系列消防保卫措施,对现场消防保卫工作进行监督检查,教育现场施工人员认真执行各项消防保卫安全管理制度。现场要有消防灭火系统。并且要设有“严禁烟火”的警告标志,避免一切火灾发生,确保工程顺利进行。30n30第一节工期保证措施及奖罚承诺本工程我们公司将该工程列为重点工地,由公司编制施工进度控制计划和施工网络控制计划图,由工程处编制月进度控制计划和施工网络计划图,由工地编制旬、日进度计划和施工网络图。  .为保证该工程各分项按期交付使用,公司对该工地制定特殊的保勤奖励措施,保证两大班24小时连续作业。坚决执行公司冬季施工技术措施,保证冬季施工材料的供应,从而保证冬季连续施工。充分发挥我公司的设备优势,利用提升架展开工作面,组成交替流水施工,配备砼搅拌站和搭“搅拌机棚”,加快工程进度,提高效率,确保砼质量。从技术上优选施工方案,采用立体交叉多工作面,流水作业,来缩短工期,同时采用利建系列门型脚手架和新型的周转料具,提高支模速度,掺加冬季防冻、早强外加剂,提高砼早期强度,加快主体工程的施工速度。建立完整的物资供应体系。计划—采购—供应三位一体,保证各种工程材料及时进厂。按施工网络计划的要求,全面规划,实行土建与土建,结构与装修,土建与安装,多层立体交叉流水作业,加快施工进度。  如我公司中标立即组织大型设备进厂。积极开展劳动竟赛,工段与工段、班组与班组,比工期,比质量,成立青年突击队,发扬奉献精神,确保总工期的实现。如果不能按照工期要求,愿接受业主的惩罚。第二节停水停电施工措施为保证在停水的情况下,施工进度不受影响,在砼搅拌机旁设20立方米钢制蓄水箱1个,要求箱内经常存满水,以备停水时使用,确保工地停水不停工,停水不影响工程进度。为保证在停电的情况下,施工进度不受影响,本工地配备1台小型发电机,专人负责,在停电的情况下,开机送电,确保工地停电不停工,停电不影响工程进度。30n30工地设专人负责水电供应,经常与供电局、自来水公司和建设单位取得联系,及时了解水电供应信息,发现问题,及时解决。第一节建设单位资金困难时保证工程连续施工措施项目部材料科利用原有关系赊欠部分材料,降低开支,把甲方同期投入的资金降低到最底限度。调用公司流动资金帮助建设单位解决资金困难措施。我公司准备了500万元备用金,预防建设单位资金不能及时到位时,保证工程不停工。第二节创市级优质工程措施我公司决定在该工地开展创优竞赛,由工程项目部和公司有关科室统一安排,对优胜工种给予表扬、嘉奖,以此来调动职工的创优主动性和积极性,从而提高企业声誉。实行质量监督检查制度,工程项目部和公司有关科室设质量监理组,对所有工序实行严格把关,未经鉴证,工序不得转换,从而确保工程质量。确保原材料、构配件的供应质量。对所有进场的原材料、成品及半成品,须严格按材料进场原则进行检查和复验,必须办理材料进场许可证"。实行优质优酬本工程公司不惜代价,决心创一个无质量通病的合格质工程,并实行优质优酬,按规定重奖。  加强企业内部的质量管理施工现场指挥部及公司有关科室。引导施工队伍完善全面质量管理,推行各种形式的责任制, 在创优过程中推行"样板墙"样板间"制度的同时,每周组织一次现场会,及时总结和交流各单位在创优活动中的先进经验,以利互相促进,共同提高。第三节创优质工程细部处理技术措施为确保将工程一次创成市优工程,我公司特制定创优质工程细部处理技术措施如下:公司和项目部针对本公司具体情况,编制项目创优质工程细部处理技术措施。30n30根据项目优质工程细部处理技术措施,由机修车间制作细部处理专用工具。组织项目部有关技术骨干人员到秦皇岛、任邱参观部级、省级样板工程,积极采用仿塑料面油漆工法等先进施工工艺,全面提高工程质量。第一节计量管理技术措施项目部设有5名计量员,专门负责磅秤计量,精度要求±2%。磅秤每月检查校正一次。每台搅拌机设一机两磅,保证计量准确。每台班保证计量检查不少于6次。工地设高精度经纬仪3台,有效控制土方开挖的标高和尺寸。第二节配合施工监理措施项目部与监理公司建立密切的监理关系,关键部位施工时,主动邀请监理公司现场监督检查。项目部制定服从监理实施办法,对监理人员提出的质量问题认真进行整改,违反者从重处理。第三节消除工程质量通病计划砌砖工程。本工程彻底消除砖、砂浆强度达不到设计要求,砌体尺寸不符合设计图纸要求,组砌不正确,水平灰缝砂浆饱满度达不到设计要求的问题。钢筋混凝土工程。本工程彻底消除钢筋质量及砼强度不符合设计要求,消除构件断面、钢筋品种、规格、数量、位置及构件轴线尺寸不符合设计要求,消除预制构件不合格而用在工程上的问题。屋面、卫生间、外墙消除渗漏。楼地面工程。本工程采用地板砖作为楼地面面层,彻底消除地面不平,倒泛水等问题。抹灰工程。本工程彻底消除内墙抹灰及顶棚抹灰粘结不牢固,空裂,表面不平整,阴阳角不方正,线条不顺直等问题。30n30门窗工程。本工程彻底消除门窗安装位置、开向不正确、开启不灵活和关闭不严密等问题。管道工程。本工程彻底消除管道渗漏、堵塞、坡度倒泛水、卫生器具及暖气安装不合格、卫生器具安装不牢固、位置不准确及渗漏等问题。电照工程。本工程彻底消除电器安装不牢固、安全不可靠、使用不方便和电线规格不符合要求等问题。第一节冬、雨季施工方案冬季采用我公司已经连续使用9年的混凝土早强剂,严格按照产品说明书执行。备足备齐雨季施工所需的各种材料、机具、设备。本工程大力推广应用新技术、新工艺。雨季施工计量严格采用一机两泵,根据试验室所提供的配合比单及时调整混凝土及砂浆中的用水量。施工配备专人经常与气象部门取的联系,及时掌握气象变化。雨季施工做好室外排水、设置排水沟通向污水处。第二节创市级文明工地技术措施按施工总平面规划布置各项施工临时设施、材料、设备、成品、半成品、机具堆放有序,班组休息室,工具房清洁卫生。施工临电线路、设施要符合总平面图及施工验收规范的要求,实现三相五线制,横担架线,表箱有门有锁。设备、构件、大宗材料按计划进场,架杆架板随用随整理。加强对成品、半成品的保护,做到无损坏,无污染。坚持合理的施工程序,工序交接清楚,实行三不交接(无签字不交接、工序不完整不交接、工作面不清洁不交接)。办公室内外清洁,各种图表牌悬挂整齐大方;工具房、机舍内外整洁,机具物品摆放整齐,自行车按指定地点停放。现场道路、排水畅通、路面无杂物、无泥浆、无积水、无坑洼不平等现象。30n30第一节农忙季节劳动力组织计划农忙季节认真做好农村劳动力的思想工作。采取积极措施稳定施工现场的职工队伍,保证施工进度正常进行。对农忙时仍能服从施工安排的职工,发给原工资的200%。对无法解决农忙时家庭劳力安排,必须回家农忙的部分职工,采取轮流回家的农忙措施。同时,准备从劳力市场临时招收一部分临时工,做好劳动力的调剂工作。第二节厨房、卫生间地面及管道防渗漏技术措施工程所进各种管道必须是正规厂家生产的产品,必须有出厂合格证和质量检测报告。各种管材,特别是镀锌管材,采取从管材中间踞开,检查管材里面镀锌情况壁厚情况,防止表里不一,决不允许一根不合格管材用在该工程上。本工程坚持管道工程与主体工程同步进行,杜绝使用钢管及玛钢件中有弯曲、锈蚀、毛刺、重皮、裂纹、凹凸不平,管件有偏扣、方扣、乱扣、丝扣不全和角度不准等不合格产品。厕所楼板砼使用防水砼,防水等级为B6。管道穿越楼板处,决不出现一处预留空洞后浇砼补洞,实现百分之百管道与主体楼板砼同时浇灌,上部按照标准图做三毡四油防水处理。保证卫生间楼地面坡度正确无误。要求在厕所楼地面上进行灌水试验,灌水深度20毫米,使用户放心。第三节环境保护措施该地处市区,为此,该工地成立环境保护领导小组,具体负责环境保护工作。在混凝土浇灌期间,安排在不影响群众休息的时间进行。采取多种措施,凡能在加工厂制作的构、配件,决不安排在工地。最大限度的减少噪音。保持环境卫生,实现工厂化生产。30n30第一节推广仿塑料面木门窗油漆工法技术措施我公司为将该工程建成优良工程,决定推广秦皇岛市海港建设三公司搞的仿塑料面木门窗油漆工法新工艺中级混色油漆一般民用建筑油漆的常规做法,其质量的优良标准是大面积光滑光亮,刷纹通顺,由于建筑装饰工程质量的不断改进,加之门窗油漆在建筑观感质量整体效果中的突出作用,上述标准已不能满足日益提高的质量要求。我公司决定成立该工程推广秦皇岛仿塑料面木门窗油漆工法小组,由项目经理担任组长,另配备2名工程师,定期请市质量监督站监督指导。第二节推广硬架支模施工工艺计划根据本工程施工工期短的具体情况,我队组织有关工程技术人员进行了认真地研究,并组织到邯郸市二建公司、秦皇岛市海港建设三公司参观学习,经过查阅有关资料和国家工期定额,我队有关技术人员和项目经理经过研究,一致决定采用硬架支模施工新工艺。采用该工艺后可以实现每层主体工程未浇灌混凝土前就可上空心板,这样可以使施工工期提前。第三节搞好友临关系措施为确保本工程按照施工组织设计如期完成,我工地制定如下协调关系措施:项目部成立协调友临关系领导小组,由项目经理任组长,另设3名组员。经常保持有关单位取得联系,争取得到他们的支持。充分利用我项目部中部分成员即是汉光厂之优势,搞好访问,沟通思想。为厂为友邻做一些我项目部力所能及的事情和公益事业,为工地施工创造一个宽松的施工环境。第四节回访、保修期(主体工程终身保修)、保修条件、及奖罚措施为了落实建设部提出的工程保修条件的各项规定,我项目部特做如下承诺和采取如下保修措施:30n30【保修措施】:屋面防水、厕浴、厨房间防水三年。地基基础、主体结构终身保修。墙面、天棚抹灰、镶贴、粉刷造成的爆灰、脱落、大面积空鼓、裂缝、掉粉、起皮保修一年。楼地面反砂、空鼓裂缝、地面下沉、倒坡积水保修一年。门窗开关不灵、翘曲变形、油漆起皮、五金不符合要求,保修一年。给排水管道、卫生设施器具安装不牢、漏水、电气设施安装不牢、漏电保修一年。采暖保修一个使用周期。室外道路、散水、台阶下沉、管线堵塞、渗漏保修一年。【保修承诺】:本公司向所有用户承诺,凡本公司承建的房屋建筑工程,自产品竣工交付之日起,按上述保修范围及期限及时保修,并在保修期内主动回访。非施工质量原因造成的缺陷及维修项目,我公司将根据用户要求及实际情况进行维修,合理收费。我公司的维修人员在维修施工中保证做到“四不”:不吃、不喝、不抽、不刁难用户;“三好”:服务态度好、维修质量好、现场清理好;“两反馈”:把用户意见和工程质量缺陷反馈上来;“一满意”:用户满意。本公司特设保修专用电话:6024991,在接到报修电话后,保证在1小时内到达用户现场。如果有违反纪律的情况,将严格按照公司有关规定进行奖罚。第一节防火及消防保证措施我公司为搞好消防工作,在该工地成立消防领导小组,由项目经理任组长,具体负责消防工作。项目部每周一召开消防会议。工地设5米×5米消防水池一处。工地设专用消防工具。30n30第一节节水节电措施为给建设单位节约工程费用,我公司如中标,我们将严格执行下列节约水电措施:混凝土搅拌机安装节水装置,专人负责。工地设水电管理员,彻底杜绝水电浪费现象。工地杜绝使用电炉子。第二节节省工程投资、降低工程造价措施为将该工程建成优良工程,我公司将在保证工程质量的前提下,采取一系列降低工程造价措施:我们一定要把施工图中不符合国家规范和不利于降低工程造价的项目,在图纸会审会议时提出来,征得设计单位意见,将变更做在开工之前。工地严格执行混凝土、砂浆配合比重量比,工地设两名计量员。项目部每天检查不少于2次,确保在保证工程质量的前提下降低工程造价。第三节工程不转包承诺及措施我公司为保证工程不转包,在公司与建设单位签定正式合同以后,立即与该工程项目经理签定内部合同。并在工程施工过程中,定期对工程进行检查和调查,防止工程转包。一旦发现,立即撤消该工程项目经理的职务,并接受公司的其它处分。第四节职工食、宿及加工场地计划由于公司位于市区内,且距离施工现场较近,单身职工仍居住在公司的单身公寓,在公司集体食堂就餐,由班车接送。钢筋在公司钢筋车间加工;木门窗及木制品在公司木工车间加工;空心板、过梁等预制构件在公司罗城头构件加工厂加工。30n30第一节项目管理图表17--1质量安全流程图17--2质量控制点一览表17--3施工管理流程图17--4材料管理流程图17--5各工种质量程序控制图内部资料,请勿外传!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$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$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