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38目录第一章编制依据及说明1第二章工程概况2第一节建筑设计特点2第二节结构设计特点2第三章现场平面布置3第一节平面布置原则3第二节施工道路3第四章施工方案4第一节施工准备4第二节施工现场临时用电4第三节施工测量5第四节主要分项工程的施工方法51.钢筋砼工程52.钢筋工程63.设备安装工程74.装饰工程85.砖砌体工程96.模板工程107.屋面工程118.基础工程14第五章施工组织及施工进度计划16第一节施工段的划分16第二节主要工序16第三节劳动力安排16第四节施工管理机构和项目经理部的组成16第五节施工进度计划及措施171.进度计划监督管理172.施工进度计划17第六节施工协调配合17第六章质量保证措施1938
38第一节施工质量把关措施19第二节施工现场监督检查19第七章工期保证措施21第一节建立严格的施工进度计划检查制度21第二节保证材料及外加工构件的供应21第三节实行资金专款专用21第八章施工部署22第一节质量目标22第二节安全管理目标22第三节文明工地管理目标22第四节抓好施工现场环境建设23第九章施工技术措施24第一节建立严格的技术管理体系24第二节施工过程技术控制24第三节雨季施工管理措施25第十章机械设备配备情况26第十一章安全施工措施27第一节安全生产组织机构27第二节安全保证体系27第三节现场保卫治安安全措施27第四节施工现场消防安全措施27第五节施工现场机械设备安全措施28第六节施工现场用电安全措施28第七节建筑施工安全措施28第八节架子工程安全措施29第十二章文明施工措施31第一节创建文明工地的目标3138
38第二节文明工地管理体系的建立31第三节认真搞好场容场貌31第四节进场材料堆放规范化32第五节生产区文明施工管理32第六节生活区文明工地管理33第七节其它方面文明工地管理33第十三章竣工交付使用后的回访工作34第十四章附图表3538
38第一章编制依据及说明本工程施工组织设计,主要依据目前国家对建设工程质量、工期、安全生产、文明施工、降低噪声、保护环境等一系列的具体化要求,依照《中华人民共和国建筑法》、《建设工程质量管理条例》、《国家现行建筑工程施工与验收技术规范》、《建筑安装工程质量检验评定标准》、《丰南区尖子沽乡蒲台河村多功能厅招标文件》、《丰南区尖子沽乡蒲台河村多功能厅施工图》以及根据政府建设行政主管部门制定的现行工程等有关配套文件,结合本工程实际,进行了全面而细致的编制。我公司非常感谢建设单位对我方的信任,有幸参加本工程的投标。本工程施工组织设计,是按照建设单位招标文件的内容和要求,经公司专题会议研究后,进行了认真而详细的编制,未提之处均按照施工图纸设计、国家现行技术规范、质量评定标准以及有关文件等要求的具体规定进行施工。38
38第一章工程概况第一节设计依据1、建设单位对本工程施工图设计委托;2、建设单位提供的地形图,规划提供的坐标文件;3、上级主管部门批准的设计方案;4、规范及标准:《民用建筑设计通则》GB5035-2005;《建筑设计防火规范》GB50016-2006;《建筑抗震设计规范》GB50011-2001;《建筑制图标准》GBJ104-87;《工程设计标准强制条文房屋建筑部分》;现行的国家有关建筑设计规范、规程和规定5、标准图集:河北省工程建设标准设计《05系列建筑标准设计图集》。第二节工程概况本工程位于丰南区尖子沽乡蒲台河村原小学教学楼南侧;本工程为砖混结构;建筑面积:多功能厅620.928平方米,计划投资53万元;层数及高度:地上一层,层高5.1米;抗震烈度按8度设防;安全使用年限为50年。一、基础工程:本工程选址,基础为老土层,地质情况稳定,鉴于一层建筑物压强较小,因此基础设计为:1、垫层:宽1300mm,厚100mm,混凝土标号为C15。2、带型基础:宽1100mm,厚200mm,混凝土标号为C25,钢筋网为Φ12@150。3、砖基础:宽370mm,高1100mm,M10水泥砂浆砌标准砖。4、地圈梁:宽370mm,高250mm,配筋为6Φ14、Φ6@200。38
38二、砌筑工程:主体外墙采用M10水泥砂浆砌标准砖,墙厚370mm。三、构造柱:四角柱子为370mm×370mm配筋8Φ16,其余柱子240mm×370mm配筋6Φ16,混凝土标号为C25。四、门窗工程:1、外墙窗采用单框中空玻璃塑钢窗,玻璃厚6mm,空气层厚12mm,均配纱窗;2、气密性等级不低于国家标准GB/T7106-2008《建筑外窗气密性能分级检测方法》规定的6级,外窗的窗墙小于0.4时,玻璃的可见光透射比大于0.4.3、无特殊说明着,所有门、窗玻璃大于1.5平方米均采用防撞击玻璃;4、外门框靠墙体部分的缝隙,应采用高效保温材料填充。5、门窗尺寸:门宽3000mm×门高3100mm,窗户宽2700mm×高3100mm。6、外窗全部设有不锈钢防护栏。五、装修工程:1、外装修:外墙采用高档红色外墙砖粘贴;2、内装修:1:2.5水泥砂浆轧光,两遍腻子、两遍白色乳胶漆,下设高100mm黑色脚踢砖。六、室内地面工程:200厚三七灰土夯实,100mmC15垫层,1:3水泥中砂,镶800×800地砖(地砖颜色由甲方现场定)。七、天棚工程:采用装配式铝合金龙骨(不上人型),面层使用600×600矿棉吸音板。八、屋面板:使用100mm厚防火复合彩钢板,外板0.5mm,内板0.4mm;檐板用白色彩钢单板装饰。九、屋架工程:屋架制作参照05G517屋架GWJ18-3A,各构件尺寸按比例相应调整,构件截面、型号不变,屋架上下弦支撑及垂直支撑布置制作安装均见05G517。十、室外散水:38
38多功能厅南面和北面的散水宽度为1000mm,坡度为3%,东面和西面的散水宽度为600mm,坡度为3%。十一、台阶:做两步台阶,每步台阶高150mm,第一步台阶宽3900mm×长2500mm(外墙到台阶外边),第二步台阶宽3300mm×长2200mm,用大理石镶嵌。38
38第一章现场平面布置第一节平面布置原则平面布置力求科学、合理,充分利用有限的场地资源,最大限度的满足施工需要,确保既定的质量、工期、安全生产、文明施工四大目标的实现。第二节施工道路根据施工图纸和现场的实际情况,对场地进行平整。材料堆放为了保证现场材料堆放有序,堆放场地将进行硬化处理,即钢筋、模板、砂石料、砖、周转料场等浇成一块面积较大的砼场地。材料尽可能按计划分期、分批、分层供应,以减少二次搬运。38
38第一章施工方案第一节施工准备施工前组织有关专业技术人员熟悉图纸,组织技术交底。材料供应部门,提出外加工定货单,并提出工料分析和进行图纸会审,进行设计交底。第二节施工现场临时用电①施工机械用电量施工现场安排一路供电,建筑物主电源分到搅拌机和现场用电的并做到三级用电保护。施工现场临时用水施工用水可从附近自来水管网中接入,供工程整个施工期间所有用水所需。排水:施工现场场地狭窄,为了充分利用现场现有的使用面积,现场所有排水沟均为暗沟,排入建设单位指定的下水管道;为保证现场清洁卫生,做到文明工地,在混凝土搅拌站旁挖一个沉淀(暗)池,将沉淀后的水用泵抽到排水沟中。38
38第一节施工测量本工程施工测量要求比较高,为了确保工程质量达到标准,为此,本工程特设施工测量专业小组,整个工程由开始的坐标、标高、轴线测量,均由测量专业小组负责。为测量小组配备J2经纬仪一台,水准仪一台。仪器使用前,应经检测。在施工过程中,根据多功能厅的砌筑标高,立好皮数杆,按皮数杆控制线砌砖。当砌完一步架高而未搭设脚手架前,开始作+50的找平测量。用水准仪找平,操作程序如下:(1)安水准仪(2)确定多功能厅地面一个+50厘米点。(3)根据已定的+50点,用水准确定塔尺的读数。注意塔尺底部要与+50点对平。4)塔尺的读数或标记,用水准仪测出转角处的+50点。5)根据塔尺的读数或标记,在确定固定轴线的部位,引测到外墙上作好标记,记上标高,用来挖掘总高。(6)用墨线连接所有的+50点,于是+50厘米水平线就测量完了。轴线控制①基础工程放线:根据永久性坐标桩,投测基槽挖土和砼垫层面,控制轴线。②标高控制:基础施工阶段在基坑内设备固定标高控制点,以控制基础各施工过程标高。③主体施工时,砌筑标高要引出,用50m钢卷尺15m拉力器,设水准控制点。第二节主要分项工程的施工方法1.钢筋砼工程钢筋砼工程包括:模板工程、钢筋工程、砼工程三大工种,施工生产中必须密切配合,统筹安排,合理组织,确保构件的施工质量。1)施工工序:制作模板→安装模板→安装钢筋骨架→泵送砼→浇捣砼→养护砼→拆模→模板维修。38
382)质量要求:凡进入现场的原材料,水泥应检查出厂证明书,并按规定进行安定性和强度试验,贮藏期三个月以上的水泥重新核定其标号,砂石材料应符合相应的规范要求,进场水泥必要时应重新试验鉴定,做含泥量和压碎试验。3)混凝土浇筑方案:为了切实做好混凝土工程的施工,特拟定混凝土浇灌方案如下:根据本工程混凝土工作量,运入商品砼结构层混凝土的垂直运输,采用商品混凝土泵送的方式,后期室内外装饰工程,主要靠人工小车运输。项目经理部生产负责人在混凝土浇灌的施工准备及施工过程中,对钢筋砼带型基础、地圈梁浇筑速度进行工作安排,并及时掌握施工准确及施工进度的进展情况,提前作出劳动力和工具的调整安排。5)注意事项:①混凝土在浇筑前,要严格执行混凝土浇灌令制度,严格控制混凝土的标号,由专人负责监督检查,发现问题及时纠正。②混凝土所使用的材料应计量准确,采用商混。④混凝土浇筑成型后,现场应根据其气候情况进行洒水养护,已浇筑的砼应覆盖和浇水养护,不得少于七昼夜,防止混凝土出现裂缝。1.钢筋工程1)钢筋的质量要求本工程所使用的钢筋均为现场加工、安装,对每一种型号的钢筋进入现场后,必须有出厂合格证,经过有关单位进行拉力及冷弯试验,可焊性分析,复检合格后工地方可使用。钢筋表面应清洁无损伤,无污染,无铁锈,在使用前必须做除锈,钢筋应按施工顺序配套加工,每种规格的钢筋必须挂牌标注,堆放整齐。工程中使用的成品钢筋型号、直径、形状、尺寸、数量必须和施工图、料单相符。钢筋按施工图放样并制作后,分规格、型号、部位码放,并书写标志牌。2)加工设备的选择38
38钢筋加工集中设在现场进行制作、绑扎。配备一台钢筋调直机、二台钢筋切断机、二台弯曲机、二台电焊机。3)钢筋的绑扎和安装钢筋绑扎时,根据现场情况在模板上用笔标出箍筋或分布筋位置,并以此作为绑扎依据。如当模板未支好前绑箍筋时,可在焊接好的主筋上,用钢尺按图纸要求分好箍筋绑扎点,并用记号笔标出位置,而后即可进行绑扎。钢筋的绑扎、焊接及加工形状,必须符合图纸设计及规范要求。钢筋搭接长度按图纸设计要求加工、安装,钢筋绑扎要严格控制位置,绑扎牢固且保证轴线位置正确。各种负弯矩筋,应用隔点焊接牢固,防止倾倒。4)钢筋电渣焊的主要施工方法【施工准备】①将钢筋端头120MM范围内的铁锈、污物进行清理。②检查电路观察电压波动情况,当电压降至4%时,不宜操作。③采用与钢筋材质相适应的焊剂、焊丝。【操作方法】:将夹具的下钳口夹牢在下钢筋的70─80MM处,将上钢筋扶直,并夹牢至上钳口内约15MM处,并保持上下钢筋同心。安放焊剂盒,并投入焊剂。操作时,先将上、下钢筋接触,接通焊接电源后,立即将上钢筋提升2─4MM,引燃电弧,继续缓缓上提钢筋5─7MM,使电弧稳定燃烧。之后,随着钢筋的熔化而渐渐下送,并转入电渣过程。待钢筋熔化到一定程度后,在切断电源的同时,迅速进行预压,持续数秒后,方可松开操作杆,以免接头偏移或接合不良。1.设备安装工程本多功能厅工程主要分为以下几个系统:给排水、采暖、消防系统、照明电气、防雷接地系统、综合布线等安装工程的施工和管理。1)施工准备土建工程开工后,设备安装工程进入施工前的准备阶段:当进入基础工程的施工时,设备安装工程的预埋工作开始,设备安装人员配合土建行施工。2)施工方法38
38本工程设备安装工程的施工工期比较紧张,设备安装人员必须穿插进行施工。设备安装采取分路同时安装,根据施工进度、天气情况,随时调整。①给水、排水管道安装管道安装:安装前必须清除内部污垢和杂物,防止阻塞。管架制作安装:严格按施工图纸要求下料、焊接,经过防锈处理后,安装在承重结构上,位置要正确,埋设平整牢固,与管道接触紧密。给排水管道安装:给水横管要有坡度,坡向泄水装置:排水管径和最小坡度应严格按设计要求其规范施工。管道连接:给水管道拟采用镀锌钢管,丝扣连接;室内排水管和出户管采用排水铸铁管,石棉水泥接口。除锈:金属构件安装时要做除锈处理:二遍防锈漆,二遍面漆。②电气安装电气安装交叉施工多、任务重,因此要做好相互协调工作,紧密配合土建、设备及其它工种。配电:电力电缆埋地入户,入户处作一个接地系统,其接地电阻小于10欧姆。棚顶安装吸顶管灯,开关选用单联单控开关,设置成套插座。③门窗安装门窗工程配置专业的技术人员进行操作,确保一次安装无差错。门窗安装好后,邀请建设单位及监理单位进场检查,检验合格后进行下一道工序。1.装饰工程装饰工程所选用的材料必须具有产品质量合格证,产品说明书及操作规程。材料品种、规格、颜色和图案,必须符合图纸设计要求和现行材料标准的规定。外墙、内墙面抹灰抹灰前必须将穿越墙面的管道孔填实,密集管道的背后墙面抹灰,接茬应顺直。室内外抹灰工程施工时,应浇水湿润墙面,摊饼冲筋,归方,然后再进行抹灰,特别强调细部细作,精心施工。各装饰分项工程应首先做好样板间,经建设单位、监理验收优良后,方可继续大面积分班组施工,其它各分项工程严格按照施工操作归程及规范进行施工。38
38脚手架工程脚手架的搭设必须符合规范要求,保证作业人员的安全。脚手架搭设完后,必须组织有关部门和人员进行检查验收,合格后方可使用。1)脚手架支撑的设置脚手架纵向支撑在脚手架的外侧,沿高度方向由下而上连续设施。纵向支撑宽度宜为3─5个立杆纵距,斜杆与地面夹角度为45──范围。纵向只撑应用旋呈件与立杆和横向水平杆扣牢,连接点与脚手架节点不大于200mm;纵向钢筋支撑的接长,宜采用对接扣件对接连接,当采用搭接时,搭接长度不小于400mm,并用两只十字扣件扣牢。脚手架的横向支撑不宜随意拆除。2)钢管脚手架的拆除拆除脚手架必须有拆除方案,并认真对操作人员进行安全技术交底,拆除时应设置警戒区,设立明显标志,并有专人警戒。拆除顺序:自上而下进行,不能上下同时作业。连墙壁点必须脚手架同时拆除,不允许分段分立面拆除。拆除下的扣件和配件应及时运至地面,严禁高空抛投。1.砖砌体工程1)材料工程:砌体结构主要由砖和砂浆组成。①砖:全部采用标准砖,施工时要严格按照《建筑抗震设计与施工规程》的要求施工。砖使用前必须达到以下要求:砖必须做标号检验、耐久性、外观检查,几何尺寸要符合规范规定,砌筑前应该提前浇水湿润,含水率为10─15%。②砂浆准备工作:砌筑由水泥砂浆组成。砂浆各项性能指标须满足以下要求:流动性、保水性、强度、粘接力、变形。③脚手架:砖墙砌筑时采用搭设内脚手架。2)砌筑工序砖墙砌筑的一般顺序:抄平→放线→摆砖→立皮杆数→盘角→挂线→砌筑→勾缝→清理。3)砌筑的质量要求:38
38在施工过程中,选择有丰富施工经验的人员,保证砌体具有良好的整体性、稳定性、受力性能。施工把好原材料关、工艺水平关。质量达到:灰缝横平坚直、砂浆饱满、薄厚均匀。砌块上下错缝、内外搭接。接搓牢固。4)施工方法砌体施工前基础经验收合格后方可施工。①灰缝横平竖直、砂浆饱满、薄厚均匀。施工时要求水平灰缝砂浆饱满度不低于80%,厚度以10mm为宜,不宜小于8mm或大于12mm。为了保证铺灰平整,所以在施工时要用“三一砌法”即一铲灰一块砖,一挤揉。保证墙体保温、隔声、竖向灰缝饱满、灰缝厚度要均匀一致。②砌块上下错缝、内外搭砌:为了提高砌体的整体性,稳定性和承载能力,砖块排列应遵守上下错缝,内外搭砌的原则。每层砌砖采用一顺一丁砌合法,240墙单面挂线,线应绷直、拉紧,每层砖都要跟线。为提高受力性能,承重墙下最上一皮砖采用丁层砌法。砌筑要上下错缝,组砌合理,避免游丁走缝、通缝现象。抗震节点构造必须注意横平竖直,隔墙顶面与上部结构接触处宜用侧砖或斜砌挤紧,防止砌体的不均匀沉降和失稳。③接茬牢固:施工时按照留搓的原则,对不能同时砌筑而必须留搓的部位,采取留斜搓,高度不宜超过一步架,长度不小于高度2/3。如受到其它因素的影响,可考虑留直搓但必须是阳搓,并加拉钢筋,其数量是120mm厚墙用一根Φ6钢筋,间距沿墙不超过500mm钢筋末端做90度弯勾。5)砌筑高度:当出现相邻建筑物高度不同时,施工顺序为先高后低,当分段施工时相邻施工段、高差要小于一层楼或小于4m,同时,为了减少灰缝变形引起砌体沉降,每日砌筑高度不宜越过1.8m。1.模板工程1)施工工序施工准备→模板的选择→拼装→支撑所需部位模板→安装→校核→浇砼→拆模→清理→再周转使用。2)准备工作38
38由木工工长按设计要求,对各分部制定配模及支撑方案,按照方案确定几何形状、尺寸、规格、数量、间距,不得任意加大,防止产生结构变形。并提前提供《材料需用量计划表》按施工进度要求确定模板、材料进场时间,因施工现场比较狭小,材料随进随用,尽量减少堆放场地。3)模板的选择工程所使用的模板的部位:柱、圈梁、过梁、基础、垫层,具体选用何种模板,可与建设单位研究。4)模板工程的施工质量模板工程的施工质量,必须做好拼缝严密不漏浆,支撑稳固安全不变形,标高和构件断面尺寸严格按图施工,按规定验收。对墙节点的模板提前配置好,方便拆除安装,保证外观质量和断面尺寸。5)模板的拆除拆除支撑模板前,必须请示项目经理部的同意后方可拆除模板。模板拆除时不得对混凝土表面造成损伤;梁板模板拆除前,必须在试压报告出来,满足施工规范的要求,方要拆除模板。模板拆除后,应做到工完场清。1.屋面工程厂外运输(1)加工压制复合彩钢板原材料应有生产厂商的质量证明书,对原材料的品质按有关规定做抽样检查,其结果应符合国家现行标准的规定或定货合同的要求。加工时要避免出现漆模裂纹剥落和露出金属基板等缺陷。(2)复合彩钢板按合同文件的要求包装出厂,包装必须可靠,避免损伤彩钢板。每个包装箱均应设置标签,标明彩钢板的材质、板型、板厚、板长、板号、数量、和生产日期。(3)装卸无外包装的彩钢板时,应采用吊具起吊,严禁直接使用钢丝绳起吊。彩钢板的长途运输应采用集装箱装载。用车辆运输无外包装的彩钢板时,应在车上设置衬有橡木胶垫的枕木,其间距不宜大于3000MM。现场制作、场内运输与安装原材料进入现场后,根据货物清单认真检查,如发现任何质量缺陷或数量的短缺,应以书面形式通知制造商。38
38现场加工与车间预制具有相同的操作工艺和质量要求。彩钢板为了避免板面的任何损伤,应做到以下几点:①彩钢板必须紧固以免相互滑移对板面涂层的破坏。②彩钢板必须用尼龙绳和专用提开工具。③板长超过6M时,每隔3M应设一道尼龙绳。④每米尼龙绳应设比板略宽的垫块做支撑。⑤提开彩钢板时每货盘彩钢板的数量不宜超过12张。在安装中,始终是粉笔线作出铅孔及打自攻钉或拉铆钉的位置,这可以保证板面的外观美观,减少钻孔遗漏造成结构的薄弱环节。在每个作业时的结尾,用松软的刷子清楚板面上的垃圾如拉铆钉头、钻孔及切割产生的残渣、废弃钉子等铁制品。因为如这些垃圾不及时清理,易在板面上产生锈板,最终影响工程质量。板材固定时应遵循以上两条原则:①面板固定时,自攻钉固定在波峰上。②面板固定时,自攻钉固定在波谷上。当在屋面板上行走时,避免踩在波峰上,只能踩在波谷上。特别沿着檩条线,因为踩在波峰上可能造成板材连接及板材本身的损伤,导致结构上形成薄弱环节。避免在板上运输或作业,如果这种情况因现场条件需要无法避免,应在板面上铺木跳板,且跳板的两端一定支撑在檩条上。运输或作业只允许在跳板形成的道路上进行,因为直接在板面上运输或行走会引起板面的变形,最终影响板面的外观及结构。为了更好的防水,在屋面板安装完工后,用专用工具把屋面板靠屋脊、处折3CM,约800。在运输到屋架上的屋面板当天工作日没能全部安装完毕,用采用搭结使其牢固的固定在钢屋架上,具体实施可采用棕绳或8#铅丝将其绑扎牢固,这将避免在大风天气对屋面板的任何损伤。屋脊盖板应尽可能在顶板完工后立即施工,若不能立即施工,应用塑料布将屋脊处保温材保护起来,防止阴雨天影响保温效果。屋脊盖板施工时应保证其与屋面之间,屋脊盖板之间密封可靠。38
38在吊放屋面扳至屋架上准备安装时,注意应将屋面板的母肋部分朝向首先按装的方面,如非母肋应立即调整过来,一定要确保第一块板安装位置的正确检查其对屋脊顶天沟的垂直度,确保所有尺寸准确无误后,固定第一块底板,用同样的手法安装随后的底板,始终用定位县保证屋面板端部整齐的在一条直线上。屋面板的安装(1)垂直运输板材,确保母肋朝向安装开始的方法,安装第一排固定支架与屋面附檩条固定,调整其位置,确保第一张顶板位置的准确无误,固定第一排固定支架。(2)将第一块屋面板,依照与天沟正交的方向,排放在已固定后的固定支架上,先将中间肋对准固定支架的弯角,用脚肋或木檩将中间肋及母肋扣和在固定支架上,并检查是否完全扣紧。(3)将第二行固定支架扣住已安装完毕的屋面板公肋,安装在每一支架件上。(4)将第二张屋面板的母肋与第二排固定支架固定,同样从中间向两端方向紧固,用同样的方法安装以后的屋面板,注意连接要可靠紧固,并随时检查屋面在天沟处成一条直线,对天沟的垂直度等位置的准确性。(5)在安装过程中,始终在板端用定位线保证屋面板自身的平行度及其对天沟的垂直度。在安装过程中以下几点要特别注意:(1)作支撑用的檩条,其顶部必须在同一平面上,可按实际情况需要,使用拍打或放松的方式,调整其位置以达到这项要求,千万不能直接排击固定支架的下方来企图调整屋面的坡度或位置,将屋面板正确的安放,可以确保其有效的扣合,相反,如果屋面板安放时没有对正恰当,将会影响屋面板的扣合效果,尤其是接近支撑中心点部分。(2)为了避免因施工不当而使屋面板形成扇状或散开或使屋面下缘参差不齐,安放在屋面板时应随时检查屋面板是否对正恰当,随时测量屋面板上下两端之边缘至天沟的距离是否相等以避免屋面板出现斜。(3)安装后即刻清理残留于屋面上的披水碎片,拉铆钉杆,废弃紧固件等金属碎屑,因为这些金属碎屑会引起屋面板的腐蚀。包角、泛水等附件的施工(1)板面一定干净、平整、包角、泛水和其他附件的整洁对于建筑物的外观尤为重要。38
38(2)用粉笔线保证附件等平直。(3)用铅垂线保证附件等垂直。(4)经常清理施工现场。(5)熟悉所提供的施工图的包角、固定节点,注意自攻钉和拉铆钉的规格的、间距,严格按图纸要求施工。(6)检查所有的密封件是否安装完毕,对需要打密封胶的地方一定做好密封。(7)熟悉图纸的说明这一影响施工的重要因素。(8)按生产厂家的指导正确使用连接件及密封件。1.基础工程1)施工工序场地平整→测量放线→定位→(由西向东)土方机械大开挖→运输→边坡加固→清理基坑→问题坑处理→验槽→填筑→压实→验收。2)土方机械的选用3)土方工程土方大开挖时,将采取有效措施,充分保证土体边坡、围墙、周围建筑及其公用设施的稳定和施工人员的安全本工程采用机械化施工方法,以加快施工进度,降低工程成本。地基采用强夯,基坑土方以机械大开挖为主,开挖宽度;沿基础轴线外放3.0米;深度:基层标高-1.650米,底部人工修理、清底。为保证基础回填土的施工质量,将坡道设置在基坑以外。4)土方填筑与压实为了保证土方工程在强度和稳定性方面的要求,必须正确选择土的种类和填筑方法。38
38要求:含有大量的有机物的土、液化状态的泥、含水量大的粘土、粉状砂质粘土、混杂土等不能作填土之用。填方施工应接近水平地层填土、压实。并尽量用同类土填筑,填土密实度,土的实际干容重用“环刀法”测定。砼垫层施工时,应严格按照《建筑地基处理技术规范》(JGJ79-91)施工。根据场地的具体情况,结合施工图中的要求,土方开挖至设计标高后,立即进行问题坑的处理。基坑用原土回填,垫层厚度为0.1米,上置钢筋砼带型基础。分段、分层施工时,铺填厚度在200-300MM之间,上下两层的接缝距离不得小于500MM,接缝处应夯压密实,灰土拌和均匀并于当日铺填夯实,同时做最佳含水率、最大干容重试验。回填素土的压实系数不得小于0.92。基础施工完毕应及时清理基坑,并用素土分层回填夯实至室内设计标高,同时邀请有关部门进行基础工程的验收,合格后在施工上部结构。38
38第一章施工组织及施工进度计划第一节施工段的划分本工程施工全过程有基础工程、主体工程、装饰工程、屋面工程、设备安装工程,从基础工程开始到主体工程完成,由西向东平行均衡流水(等高式)施工。第二节主要工序本工程总的工程序为先地下后地上,先土建后设备安装,先结构后装饰。基础工程:采取由下而上的施工顺序施工:主体结构:施工时,采取平行流水等高式施工,由下而上逐层分段流水施工。装饰工程:主体结构完成之后,邀请质量监督部门对主体工程乾地质量检查,验收合格后,方可施工。施工时,自上而下逐层进行内装修,待女儿墙压顶完成后,自上而下进行外装饰。室内外装饰不分施工段,采承先内部、后外部。根据本工程特点,为了有利于结构的整体性,减少建筑物的施工缝,因而,从基础工程开始到主体工程完成,采取平行流水施工:即:由西向东流水施工。第三节劳动力安排劳动力组织采用按工种分组施工的方式,统一调度各工种的施工力量组织施工。根据本工程的工作量、进度要求等因素,高峰期二班倒选用劳动力达126人。在装修期间和水、电、设备安装工程由专业人员配合施工。第四节施工管理机构和项目经理部的组成为能够给贵单位承建优质工程,按目标工期提前完工,我公司交把该工程列为重点工程和信誉工程。决定选派技术能力强的、具有丰富经验的38
38、工作作风过硬的、善打硬仗的精兵强将,并具有资质等级的项目经理和具有中级以下职称专业技术人员,组成项目部管理机构,全面负责该项目的实施。在施工过程中,公司将定期分批安排有关部门和有关人员对该工程的实施进行检查、督促,对施工方案进行改进、修正。为保证项目顺利进行,我们将贯彻“重合同、守信誉”的方针,全方位保证该项目标工程的顺利实施。第一节施工进度计划及措施1.进度计划监督管理了保证工程按期完成,我公司坚持施工进度计划监督管理。并根据工程的实际情况制定工程年、季、旬、月、周作业计划及相应进度统计报表,按进度计划组织施工,接受甲方代表、监理对进度的检查、监督。2.施工进度计划结构工程的施工周期,约占总工期的60%以上,且易受自然气候的影响,当施工后,人员、设备的运转日趋正常,为确保阶段工期的实现,分项工程工期按如下五个阶段进行综合控制:1)基础工程2)主体结构工程3)主体结构完成后,邀请建设单位、市质量监督站等有关部门对主体结构工程进行验收,达到质量标准后,方能进行室内装修工程,设备安装工程的预留、预埋、安装、调试和土建同时进行。4)土建收尾工程第二节施工协调配合本工程因其结构特点存在着多工种、多项目、多部位交叉作业。为了保证操作面的宽松而又能有效地利用,使操作工人紧张而有序的工作,水平及垂直运输平稳而又能满足施工需求,使整个现场施工有条不紊得进行,特制定如下制度:38
381)现场项目经理、施工工长应从施工机械的有效利用及操作着手、合理、科学的调配劳动力,各工种、各作业班组应本着局部服从整体原则;辅助工序、穿插工序给关键工序让路的原则,服从项目经理部的统一管理,统一调配。2)项目经理部每日及时召开“碰头会”,由项目生产副经理主持,及时安排当日工作协调事项和解决施工问题。3)每周定期召开一次施工现场协调会,邀请建设单位有关人员和现场监理参加,对整个项目施工进行阶段性协调工作。协调会由项目经理主持,广泛听承各部分项目工程及其他负责人的汇报、要求和意见。考虑整体形象进度以及质量目标等因素,综合平衡工程施工的每个具体环节。4)现场经营管理部门,作出切实实际的配合作业计划,安排好各分部分项、各工种之间的工作内容、工作时间、工作地点,尽可能避免工作存在同一时段范围内重叠。5)项目经理实行阶梯统一管理模式。现场施工由项目生产经理统一安排、统一协调。项目生产经理的工作安排应科学、合理、周密。38
38第一章质量保证措施第一节施工质量把关措施1)把“质量第一”的方针全面落实到一系列经营管理于生产经营活动之中。认真贯彻“谁施工,谁负责工程质量”的原则,切实做好三检:“自检、互检、交接检”工作,确保各分部分项工程均达到质量标准。严格执行建设部《施工规范》、《质量验评标准、规范》确保优良工程的实施。同时,严抓质量,每周召开一次施工技术会议,提高管理水平,增强工作责任心,对工程质量严格按图纸施工,不准违反操作规程。2)建材质量控制措施:严格贯彻执行材料管理规章制度。所有原材料、成品、半成品进入现场,必须是建设部核定的合格产品,必须有产品出厂合格证,并经甲方、监理同意之后,现场的质量检查员、材料员签字方可入库和进入现场堆放。水泥必须分期、分批、作安定性试验,钢材必须做机械性能试验;现场使用的砂、石子必须过筛,砖头必须浇水湿润,不合格的材料禁止使用。工程中使用的设备、器具、暖卫材料,其品种、规格、技术性能,均应符合国家现行标准与工程的设计要求。凡用于工程安装的材料及设备,必须符合国标、部标的有关规定,具有材质证明书、出厂合格证、使用说明书等才可使用。3)按不同工种作业的各小组,挂牌工,责任落实到人,严管重罚,杜绝违章操作,禁止偷工减料现象的发生,达到工完场清。第二节施工现场监督检查1)在项目负责人的领导下,负责检查监督施工组织设计的质量保证措施的实施,组织建立各级质量监督体系。严格监督进场材料质量、型号和规格、监督班组操作是否符合规范标准。2)按照规范规定的分部分项工程检验方法和验收评定标准,正确进行“自检、互检、交接检”实测实量,填报各项检查表格,对不符合工程质量要求的分部分项工程,提出返工意见。38
383)组织定期安全检查,查出的问题在限期内整改完毕,发现危及职工生命安全的重大安全隐患,有权制止作业,组织撤离危险区域。建立防火措施、督促有关人员做好施工安全技术管理。38
38第一章工期保证措施第一节建立严格的施工进度计划检查制度施工管理人员根据制定的总进度计划制定详细的月、旬作业计划,合理安排工序搭接和施工流向。为防止进度落后,项目部每日检查当日的施工进度情况,做到当时进度当时完成,今天不影响明天,上道工序不影响下道工序,对影响进度的关键部位,项目经理亲自指挥。如遇特殊原因或不可抗拒因素延误某项工序的进度,项目部将千方百计抢时间、充分调动各级施工人员的积极性和一切施工力量,在最短的时间内将进度抢上来。第二节保证材料及外加工构件的供应开工前组织有关人员做好分部分项工程工料分析表,根据施工图预算提出材料、成品、半成品加工订货及供应计划。做好施工机械的落实以及材料的采供工作。土建与安装的配合协调工作在施工中,双方要相互创造条件,合理穿插作业,同时均要注意保护对方的成品和半成品。在项目经理统一安排下,每周召开一次现场协调会,积极主动解决好各工种之间的配合等方面的问题。选派有多年施工经验,善打硬仗的施工队伍,集中施工力量,充实组织管理机构。按照工程特点及施工工序,合理安排劳动力及材料供应工作,提高施工效率。根据工程结构特点,分出主次部位,按照施工顺序、施工工艺进行立体交叉作业,以确保工程按期完成。第三节实行资金专款专用我公司对项目部资金实行专款专用的管理办法,实行“一支笔审批制”,工程资金一律由项目经理批准后方可动用,确保本工程资金专款专用。38
38第一章施工部署本工程中标后,将开展创建“文明工地”活动,主要采取对建设工程质量、安全生产、文明施工、降低噪音、保护环境等一系列的具体要求,我们的口号是“建精品工程,展我司雄风”特制定创建目标。第一节质量目标质量目标:优良工程1)保证合同承诺,交付满意产品;2)单位工程合格率100%,优良率85%以上;3)确保优良工程,力争市级样板工程,创国家优质精品工程。4)全面履行“质量责任终身制”的保修责任,科学施工、严格管理,让业主放心满意,工程产品交付后的回访率及维修率达到100%。第二节安全管理目标安全管理工作以安全达标为中心,以目标管理为目的,以检查评比为手段,狠抓落实和兑现。从基础工作开始,我们建立16项安全管理措施,8项管理台帐。其次制定严格的检查考核办法,并与个人的经济利益挂勾,同时加强班组建设,制定班组安全活动的考核办法。通过上述措施,巩固达标成果。安全达标目标:以安全为本,突出抓好现场管理。达到全员无人身重大伤亡事故,安全达标在75%,力争100%达标。第三节文明工地管理目标重点开展创建“文明工地”活动,主要是“以人为本”,重点培养职工的爱岗敬业精神,突出抓“职业道德”教育,提高职工队伍的综合素质。38
38第一节抓好施工现场环境建设抓好施工现场环境建设,严格实行噪声、建筑垃圾综合治理。做到施工不扰民,不破坏生态环境,保证施工现场的治安管理,使施工生产区、办公区、生活区做到环境整洁,紧张有序。为尽可能减少噪声,减少对周围环境的影响,凡遇夜间施工易产生噪声的施工项目和加工制作,项目部将进行施工调整,避开夜间休息时间。围绕上述目标,健全管理体制,明确责任。对项目的实施,实施项目管理、核算、质量、进度一条龙负责制。①采用先进的施工工艺,施工技术和施工机械,高起点、高标准、高目标、严要求的组织施工。施工中,严格按照规范化管理程序,每一个职能,每一项工作落实到人。②充分利用经济的杠杆作用和组织手段,激发和提高现场管理人员和操作人员的建设热情和工作责任心,加强全体人员重科学管理、重质量、重文明施工的责任意识,使本工程能够保质、按期、安全的顺利完成。38
38第一章施工技术措施第一节建立严格的技术管理体系我公司针对该工程的特点,特派施工管理能力强、技术专业性高、施工经验丰富、工作责任心强的人员组成现场技术管理体系,由乙方工程技术质量人员组成,主要解决施工过程中碰到的技术问题,严格控制工程施工质量。施工技术人员在单项工程施工前,按照施工方案,精心组织施工以此来保证工程的顺利进行。第二节施工过程技术控制1)施工前,认真组织各专业技术人员,熟悉掌握图纸和进行专业技术图纸会审,进行设计交底,施工技术交底。在分部分项工程施工中,每进行一道工序,经检查验收不合格的,不准进行下道工序,对操作人员先进行技术交底,用简单明确的文字构成施工任务单,发给各操作人员后在施工。2)必须严格遵守技术复核制度,对建筑物的方位、标高、高度、轴线、图纸尺寸、误差等作复核记录,工程监理人员复查,无误后进行资料存档管理。3)认真做好每项技术复核和隐蔽工程验收工作,实行混凝土浇灌令签证制度,没有工程技术负责人,监理和有关工长、质检员签字,不出进入下一道工序。隐蔽工程施工时,质量检查人员专业技术负责人和质量检查员必须共同进行监督,确保工程顺利进行。4)严格贯彻实行计量管理各项规章制度。加强施工现场和计量管理工作,督促现场专职计量人员做好计量器具的使用和保管工作。对混凝土、砂浆、灰土等准确计量,以确保工程质量。5)专门负责设备安装技术工作的人员,要求在现场办公,处理问题不过夜,实行层层负责、层层交底制度,对施工工艺和特殊施工技术的要求和注意事项,给各班组交代清楚。对涉及修改、质量问题,必须征得建设单位和设计院的同意,针对此问题制定出可靠的技术措施。38
38第一节雨季施工管理措施为加强建设工程雨季施工技术管理,确保工程质量,提高经济效益,根据该工程雨季施工项目,特制定技术管理措施:该工程地质条件较为一般,为保证建筑物的正常使用,根据该工程的特点和工程要求,因地制宜,采取综合措施,做到技术先进、经济合理,特制定以下措施:1)严格执行国家有关标准、建筑施工规范。2)及时了解现场情况,以及地下基槽、坑、管道等情况,采取针对措施和加快清理工作,确保基础工程按期施工。3)在进行基础工程过程中,为了确保工程正常进行,采取有效措施防止雨水浸泡基础。现场布置的临建给水管道,埋地暗敷,所有给水管道、蓄水箱、排污水沟等远离建筑物。给水管道埋置前,先进行水压试验,当确定不漏水时方可使用。4)主要施工机械设置防雨蓬,确保机器正常运转,雨天不影响正常施工。5)混凝土浇筑时,设置宽幅面防水塑料雨布,雨天边浇筑、边覆盖。逢雨季时,穿插室内作业,工期不受影响。6)为防止雨季施工期间,场地内必须排水畅通无阻,电气设备必须有防雨、防雷、避雷措施。机座要保持一定的高度,配电箱、电机、电焊机等要有防雨罩,各类施工机械设备,应在雨季之前普查一遍,做到安全可靠。38
38第一章机械设备配备情况本工程施工机械分为两类:一类为运输机械,另一类为加工机械。在本工程进入多种交叉作业时,垂直运输机械的调配和利用,将成为影响工程进度的主要矛盾,项目经理部将根据工程进展及工程需要认真研究、充分利用、合理安排。在整个施工过程中,动力组要加强机械的保养和检查。定期检查,及时解决问题,使现场施工机械在整个施工期保持良好的运输状态。垂直运输:主体工程、装饰工程由二台快速提升架完成。38
38第一章安全施工措施第一节安全生产组织机构安全生产是本工程施工过程中必须始终常抓的大事,为切实做到安全施工,我公司将贯彻项目经理是工程施工,是安全第一责任人的原则,并在项目经理部成立之后建立安全工作小组。第二节安全保证体系为了保证工程安全工作的各项管理制度及安全管理措施层层落到实处,工地安全工作组织机构为了确保工程安全生产,按期交付使用,特建立安全保障体系。第三节现场保卫治安安全措施1)现场设立八人组成现场治安保卫小组,其中由一人担任组长。夜间轮流巡逻,重点是仓库、工棚、现场机械设备、成品、半成品等。2)门卫值班室,由三人轮流值班,白天对外来人员和进出车辆及所有进出物资登记,凭证件出入,夜间值班护场。3)加强对外来民工的管理,入住现场民工检验其身份证,并办理暂住证,非本工程的施人员不得住在施工现场,特殊情况要保卫科负责人批准。施工现场建立门卫和巡逻护场制度,护厂人员佩戴执勤标志。4)办公区、宿舍、食堂设专人管理,制定防范措施,防火、防爆、防毒、防盗,严禁赌博,打架斗殴。第四节施工现场消防安全措施1)现场建立防火责任制,在组织施工时落实安全用火要求,实施防火措施,明确责任,落实到人。2)在施工过程中实施安全消防交底制度,形成书面文字。38
383)在进行现场平面布置时,施工干道兼作消防通道,宽度不小于3.5m,道路不准堆放材料。4)在本工程平面布置范围内的临时设施、仓库、材料堆场要有足够得灭火工具和设备,对消防器材有专人管理,定期检查。库房易燃易爆品要设置库房保管。5)注意工程施工不同的施工阶段的防火要求,特别是后期装修阶段,对材料、电气焊要加强管理。第一节施工现场机械设备安全措施1)现场机械设备的安全必须符合有关验收标准。2)现场机械设备的使用操作必须符合有关操作规程。3)机械设备操作人员必须持上岗证。4)经常注意现场机械设备检查、维修、养护,严禁机械带病作业,超期限作业。5)对现场各类机械操作人员施工前,要进行书面安全技术交底。对使用各种机械及小型电动工具得人员,先培训,后操作,有专人现场指导,对违章操作的人,立即停止并严肃批评。6)每周由项目经理组织有关施工人员对现场机械安全措施的落实情况进行检查。第二节施工现场用电安全措施①机械所配的电缆线、线号不低于电机规定,临时用电完毕后收线归库。②各工种交叉施工时,楼层必须是专用电箱,不许蜘蛛网式用电。③现场用电由专业电工负责架接,线路通过脚手架时,电线加绝缘套管,不许电线于任何金属物体直接接触,接好线路后方可使用。严格执行三相五线制架设线路,不得随意乱接电线,闸刀装箱加锁,夜间作业照明线路,不使用时必须断电,配电箱中设施漏电保护器。第三节建筑施工安全措施1)现场各级管理人员认真贯彻“预防为主,安全第一”的方针,严格遵守各项安全技术措施,对进行施工现场的人员进行安全教育,树立安全第一的思想。38
382)各项施工班组应做好前进、班后的安全教育检查工作,安全文字交底,并实行安全值班制度,做好安全记录,施工现场设专职安全员。3)进入施工现场得施工人员注意使用“三宝”。不戴安全帽不准进入施工现场。4)对本工程的“四口”要焊接铁栅栏门或者用钢管架进行围护,并悬挂警示牌。5)屋顶休息平台要设置防护栏杆。6)本工程底层四周及建筑物出入口处搭设防护棚。7)外铡钢管架要搭设方案,对施工人员要用文字交底和专人管维修理。8)各分部、分项工程施工前,必须进行书面的安全技术交底,项目经理每周组织一次安全生产教育和安全生产检查评比活动。检查内容:①施工现场的动力、照明线路和配件装置;②所有机械设备的安全防护设施齐全有效;③井架的运行系统、脚手架、通道的安全防护;④库房、办公室、生活区、安全卫生、场容整洁。9)高温季节施工时应该注意:施工人员的生活卫生、环境卫生、做到防治中暑、中毒,防治疾病。冬季施工时,不许随便生火取暖。第一节架子工程安全措施①外架采用钢管、扣件等材料必须符合有关标准要求,外架不容许超载作业,外架拆除前必须进行书面安全技术交底。②外架底层和施工层,必须满足铺架板和安全网,外侧挂设密目安全网封闭。③脚手架、井字架钢管底必须按规定必须垫上木板,要夯实,三米距离应斜撑,以加强强度,严禁攀登脚手架,以及座垂直吊篮上下,经常检查脚手架避免出现倾斜等情况,如果发现上述情况必须立即纠正。④所有高空作业人员,必须按规定佩带安全装置,严格按照安全交底作业、对违反安全作业的人员,及时提出批评纠正或经济处罚。⑤安全管理人员要做到:眼勤、腿勤、嘴勤,要经常深入现场善于发现隐患,对危险情况要积极采取有效安全防护措施,确保人员安全。⑥遇五级以上大风和雨雪天气时,应停止外架作业,架子搭建不得在夜间进行。架子工长及安全员对架子的搭设必须检查验收,并填写验收单。38
38第一章文明施工措施第一节创建文明工地的目标根据我公司制定的文明施工管理目标,我们充分认识到文明工地是建设是体现施工企业管理水平的一个重要标志。因此,依照文明工地建设有关规定的文件精神,教育职工从自身做起,保持良好的精神面貌和文明施工行为,上下齐心协力将本工程工地建成文明工地。第二节文明工地管理体系的建立我公司有幸中标,进入现场后,项目经理部将专门成立“创建文明工地领导小组”,设专人进行管理,由项目经理负责,并制定切实可行的文明工地管理措施,同时利用职权经济杠杆手段进行层层落实。这样,在本工程项目的施工现场就建立了比较健全的文明工地管理体系,并作为整项目工程管理机关中的一部分,直接参加工地现场的管理工作,从而保证创建文明工地各项制度和措施能够层层落实到实处。第三节认真搞好场容场貌施工道路、大门的规划①道路硬化:施工现场的施工干道均采用C15砼硬化处理。②道路排水:在施工道路两边均做明排水沟,并用水泥盖板覆盖,做到雨天无积水。③道路照明:在道路两侧每隔30米设一路灯照明。④门卫:在大门一侧设临设两间,作为门卫和接待室,并设电话机一部和信报收集箱。门前设置报刊栏等,在大门比较显要的位置设立“七牌一图”。即:工程概况牌、施工人员简牌、安全纪律牌、安全生产技术牌、十项安全措施牌、防火须知牌、卫生须知牌、施工现场平面布置图。⑤大门内外卫生:在施工道路两旁每30m设一垃圾桶,并设专人对场内外道路进行一日二次的清洁。38
38第一节进场材料堆放规范化①钢材、管件堆放:现场施工用钢材、管件,根据平面图和现场情况分量、分规格、分时间进场,合理有效利用进场有限空间位置,对进场的材料要分类堆放整齐,并挂上标签牌,做到一头齐、一个面、一条线。②分散材料:对机砖及其它散状材料,根据现场实际情况及平面布置图码放成垛、成行、高度不超过1.50m,对空心砖要成垛成行堆放,高度不超过1.80m。所用砂、石、石灰要存放成堆,不得混杂。③水泥存放:水泥分期分批存放在水泥库中,水泥库应做到防水、防潮、分品种标号堆码整齐,离墙不小于10cm,垛底要架空,垫高要保持通风,抄底使用,专人管理。第二节生产区文明施工管理本工程生产区的文明管理将由“创建文明工地领导小组”总负责人进行直接管理,狠抓落实。从职工到管理人员,从周转材料的拆除堆放到组合安装,从各分项工程的施工准备到施工完毕,要切实始终的贯彻落实文明施工的总要求。同时,要通过各种活动经常对职工开展教育工作,增强工人的敬业精神和职工道德,全面提高工人的精神素质。从而使全体工人在思想上牢记树立起文明施工的思想观念。①按照本方案建立的文明施工管理体系,制定文明施工责任制,划分区域,明确管理负责人,实行挂牌制,落实到个人,做到现场清洁整齐。②施工生产区域临时用电、用水将设置专人管理,不得长流水、长明灯。③工人操作地点和周围必须清洁整齐,做到活完脚下清,工完场地清,丢洒在楼梯、楼板上的水泥砂浆、混凝土要及时清理,落地灰要回收过筛使用。④砂浆、混凝土在运输过程中,做到不洒、不漏,反之要及时清理。⑤随着楼层的增高,要及时采取围护遮挡措施,使外观整洁,并及时悬挂具有鼓舞性,感召力的巨幅标语。⑥对于现场的机械设备,统一用黄色油漆涂刷,配电箱用淡绿色油漆涂刷,并经常保持机械设备的机身及周围环境的清洁。机械的标记、编号明显、安全装置可靠。38
38⑦施工区内的零散碎料、垃圾渣,要及时清理至工地临时的垃圾站,每周将收集的垃圾向批准的垃圾场倾倒一次,运输车辆不能抛洒出场。⑧施工场地要干干净净,没有乱七八槽的各种杂物。⑨工地施工现场危险区域要悬挂明显标牌、警示牌。第一节生活区文明工地管理①施工现场的临时设施包括:生活区内厕所、食堂、宿舍、办公室、娱乐室、卫生室等,必须严格按照施工组织设计确定的施工平面布置,搭建整齐。②生活区的临时用水、用电设专人管理。③在生活区、办公区,将根据实际情况设置相当数量的宣传标语、黑板报,并及时更换内容,切实起到鼓舞人心,表扬先进的作用。④我们要经常保持办公室、食堂、宿舍、仓库及其周围地区的清洁,建立卫生区域,每日二次设专人打扫卫生。⑤工地食堂的墙裙、灶台、买饭台统一用白瓷片镶贴,地面铺设防滑地砖,在使用过程中要做到整洁卫生,使生、熟食物隔离,案板分开,并且采取防苍蝇、防尘措施。⑥在生活区内设水冲式临时厕所,用白瓷片镶贴,设专人打扫,保持其清洁,设有一个加盖子的简单化粪池。门窗齐全,投药撒白灰。第二节其它方面文明工地管理在管理过程中,我们将实行严格的门卫制度和群体形象制度,所有现场管理人员及工人必须佩戴胸卡,统一穿戴劳动服,工人一律戴黄色安全帽,管理人员戴红色安全帽,并配有公司的标志帽徽。清洁工人用其食堂炊事人员一律穿白色卫生服。如果我公司有幸中标,我们将根据本项目的特点及现场的实际情况,建立、健全其它各项制度、岗位责任制,并每周检查一次具体实施情况,实现本项目创建文明工地管理目标。38
38第一章竣工交付使用后的回访工作我公司按照图纸设计要求及现行的有关施工规范要求精心组织施工,使本工程如期竣工,并达到优良工程标准。交付使用后,我公司将按照建设部《建筑工程保修法》的要求,定期回访,认真及时处理保修问题,保障工程使用阶段的质量,实现我公司对该工程质量终身负责的承诺。①工程竣工后,我公司组织专业保修队,并由项目经理担任组长,专门为用户服务,随叫随到,及时处理发现的问题。保修队在规定义务维修期满后再延长一年。②保修队撤离后,每半年进行一次回访,并由副经理担任。竣工后,继续对本工程进行沉降观测,其沉降稳定后,仍然坚持每二年进行观测一次,并做好记录。38
38第一章附图表38
38设备安装工程施工组织管理机构内部资料仅供参考38
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