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'xxxx加油站工程施工组织设计编制人:审核人:施工单位:36
目录一、工程概况--------------------------------------------------------2二、施工部署--------------------------------------------------------3施工总平面布置图------------------------------------------------3三、主要施工方法和施工技术措施--------------------------------------4四、施工机械设备情况-----------------------------------------------20主要机械设备表-------------------------------------------------20五、施工管理机构及劳动力安排---------------------------------------20劳动力计划表--------------------------------------------------21六、质量目标及保证措施---------------------------------------------22七、安全保证体系及措施---------------------------------------------24八、工期、施工进度及保证措施---------------------------------------26工程总进度表---------------------------------------------------27九、创建文明施工及环境保护措施-------------------------------------28附页:冬期施工方案---------------------------------------------------30雨期施工方案---------------------------------------------------3336
一、工程概况该站位于xxxx与德兴大街交叉路口,占地面积XXX平米。根据中国石油天然气股份有限公司冀东销售分公司XXXX号招标文件及相关设计图纸要求,编制本施工组织设计。工程说明本工程主要项目:本工程项目主要涉及到土建、工艺、采暖、电气、给排水、场地及设备基础等项目,主要改造项目如下:1)站房XXXm2,辅房XXXm22)罩棚XXXm2。3)罐区X具30米3油罐。4)单枪加油机X台,双枪加油机X台。5)工艺管线安装。6)采暖7)给排水8)电气9)场地道路36
一、施工部署及平面图(一)施工部署原则本工程结构质量、装修标准高,总工期只有XX天,工期非常紧张.为了保证基础、主体、装修均尽可能有充裕的时间施工.保质如期完成施工任务,施工部署原则如下:1.空间上部署原则-----立体交叉采用主体和安装、主体和装修、安装和装修的立体交叉施工。2.施工顺序上部署原则按照先地下,后地上,先主体,后装修,以土建为主,专业配合的总施工顺序原则进行部署。(二)施工准备1、方案编制计划序号计划名称责任人编制人审批单位1临水、临电施工方案项目总工程师2土方、支护方案项目总工程师3电气工程施工方案项目总工程师4给排水及采暖施工方案项目总工程师5模板工程施工方案项目总工程师6钢筋施工方案项目总工程师7防水工程施工方案项目总工程师8混凝土工程施工方案项目总工程师9砌筑工程施工方案项目总工程师10地面工程施工方案项目总工程师11屋面工程施工方案项目总工程师12门窗工程施工方案项目总工程师13装饰装修施工方案项目总工程师14脚手架施工方案项目总工程师15龙门架施工方案项目总工程师16冬、雨期施工方案项目总工程师17施工测量施工方案项目总工程师18试验管理施工方案项目总工程师2、生产准备1)临时道路及围墙场地周围设2m高围墙,在场地南侧设置大门,并硬化道路。2)生产临时准备36
临时办公室设置在场地南侧围墙处,分别为监理、甲方、项目部管理人员办公室、西侧围墙设置厕所,西南处设置食堂,清除地面障碍物,平整场地,设置测量控制网及水准基点,对工程进行定位放线。安排劳动力、施工机械及材料等进场。1)临水、电设置设置建筑生产用水、生活用水,均采用站内水井供水,管径采用DN25镀锌钢管。支管采用DN15镀锌钢管。参照施工机械的选配数量及分阶段使用情况,施工时的最大用电量需要50kW,能满足施工用电要求。三主要项目施工方案和施工技术措施1.机械挖土施工方法和施工措施1.1主要机具:1.1.1挖土机械有:挖土机、自卸汽车等。1.1.2一般机具有:铁锹(尖、平头两种)、手推车、小白线或20号铅丝和钢卷尺以及坡度尺等。1.2作业条件:1.2.1土方开挖前,应根据施工方案的要求,将施工区域内的地下、地上障碍物清除和处理完毕。1.2.2建筑物或构筑物的位置或场地的定位控制线(桩)、标准水平桩及开槽的灰线尺寸,必须经过检验合格;并办完预检手续。1.2.3夜间施工时,应有足够的照明设施;在危险地段应设置明显标志,并要合理安排开挖顺序,防止错挖或超挖。1.2.4开挖有地下水位的基坑槽、管沟时,应根据当地工程地质资料,采取措施降低地下水位。一般要降至开挖面以下0.5m,然后才能开挖。1.2.5施工机械进入现场所经过的道路、桥梁和卸车设施等,应事先经过检查,必要时要进行加固或加宽等准备工作。1.2.6选择土方机械,应根据施工区域的地形与作业条件、土的类别与厚度、总工程量和工期综合考虑,以能发挥施工机械的效率来确定,编好施工方案。1.2.7施工区域运行路线的布置,应根据作业区域工程的大小、机械性能、运距和地形起伏等情况加以确定。1.2.8在机械施工无法作业的部位和修整边坡坡度、清理槽底等,均应配备人工进行。1.2.9熟悉图纸,做好技术交底。1.3工艺流程:确定开挖的顺序和坡度→分段分层平均下挖→修边和清底1.4开挖基坑(槽)或管沟时,应合理确定开挖顺序、路线及开挖深度。1.4.136
采用推土机开挖大型基坑(槽)时,一般应从两端或顶端开始(纵向)推土,把土推向中部或顶端,暂时堆积,然后再横向将土推离基坑(槽)的两侧。1.5土方开挖宜从上到下分层分段依次进行。随时作成一定坡势,以利泄水。1.5.l在开挖过程中,应随时检查槽壁和边坡的状态。深度大于1.5m时,根据土质变化情况,应做好基坑(槽)或管沟的支撑准备,以防坍陷。1.5.2开挖基坑(槽)和管沟,不得挖至设计标高以下,如不能准确地挖至设计基底标高时,可在设计标高以上暂留一层土不挖,以便在抄平后,由人工挖出。暂留土层:一般铲运机、推土机挖土时,为20cm左右;挖土机用反铲、正铲和拉铲挖土时,为30cm左右为宜。1.5.3在机械施工挖不到的土方,应配合人工随时进行挖掘,并用手推车把土运到机械挖到的地方,以便及时用机械挖走。1.6修帮和清底。在距槽底设计标高50cm槽帮处,抄出水平线,钉上小木撅,然后用人工将暂留土层挖走。同时由两端轴线(中心线)引桩拉通线(用小线或铅丝),检查距槽边尺寸,确定槽宽标准,以此修整槽边。最后清除槽底土方。1.6.1槽底修理铲平后,进行质量检查验收。1.6.2开挖基坑(槽)的土方,在场地有条件堆放时,一定留足回填需用的好土;多余的土方,应一次运走,避免二次搬运。1.7雨、冬期施工:1.7.1土方开挖一般不宜在雨期进行,否则工作面不宜过大,应逐段、逐片分期完成。1.7.2雨期施工在开挖基坑(槽)或管沟时,应注意边坡稳定。必要时可适当放缓边坡坡度,或设置支撑。同时应在坑(槽)外侧围以土堤或开挖水沟,防止地面水流入。经常对边坡、支撑、土堤进行检查,发现问题要及时处理。1.7.3土方开挖不宜在冬期施工。如必须在冬期施工时,其施工方法应按冬施方案进行。1.7.4采用防止冻结法开挖土方时,可在冻结以前,用保温材料覆盖或将表层土翻耕耙松,其翻耕深度应根据当地气温条件确定。一般不小于30cm。1.7.5开挖基坑(槽)或管沟时,必须防止基础下基土受冻。应在基底标高以上预留适当厚度的松土。或用其他保温材料覆盖。如遇开挖土方引起邻近建筑物或构筑物的地基和基础暴露时,应采取防冻措施,以防产生冻结破坏。2.基土钎探施工方法和施工措施2.1工艺流程:放钎点线→就位打钎→拔钎→灌砂↓↓记录锤击数检查孔深2.2按钎探孔位置平面布置图放线;孔位钉上小木桩或洒上白灰点。2.3就位打钎2.3.136
人工打钎:将钎尖对准孔位,一人扶正钢钎,一人站在操作凳子上,用大锤打钢钎的顶端;锤举高度一般为50~70crn,将钎垂直打入土层中。2.3.2机械打钎:将触探杆尖对准孔位,再把穿心锤会在钎杆上,扶正钎杆,拉起穿心锤,使其自由下落,锤距为50cm,把触探杆垂直打入土层中。2.4记录锤击数。钎杆每打入土层30cm时,记录一吹锤击数。钎探深度如设计无规定时,一般按表l-6执行。2.5拔钎:用麻绳或铅丝将钎杆绑好,留出活套,套内插入撬棍或铁管,利用杠杆原理,将钎拔出。每拔出一段将绳套往下移一段,依此类推,直至完全拔出为止。2.6移位:将钎杆或触探器搬到下一孔位,以便继续打钎。2.7灌砂:打完的钎孔,经过质量检查人员和有关工长检查孔深与记录无误后,即可进行灌砂。灌砂时,每填入30cm左右可用木棍或钢筋棒捣实一次。灌砂有两种形式,一种是每孔打完或几孔打完后及时灌砂;另一种是每天打完后,统一灌砂一次。钎探孔排列方式槽宽(cm)间距(m)深度(m)小于80中心一排1.51.580~200两排错开1.51.5大于200梅花形1.52.0柱基梅花形1.5~2.01.5,并不浅于短边2.8整理记录:按钎孔顺序编号,将锤击数填入统一表格内。字迹要清楚,再经过打钎人员和技术员签字后归档。3.基础钢筋绑扎施工方法和施工措施3.1工艺流程:划钢筋位置线→运钢筋到使用部位→绑底板及梁钢筋→绑墙钢筋3.2划钢筋位置线:按图纸标明的钢筋间距,算出底板实际需用的钢筋根数,一般让靠近底板模板边的那根钢筋离模板边为5cm,在底板上弹出钢筋位置线(包括基础梁钢筋位置线)。3.3绑基础及基础梁钢筋3.3.l按弹出的钢筋位置线,先铺底板下层钢筋。根据底板受力情况,决定下层钢筋哪个方向钢筋在下面,一般情况下先铺短向钢筋,再铺长向钢筋。3.3.2钢筋绑扎时,靠近外围两行的相交点每点都绑扎,中间部分的相交点可相隔交错绑扎,双向受力的钢筋必须将钢筋交叉点全部绑扎。如采用一面顺扣应交错变换方向,也可采用八字扣,但必须保证钢筋不位移。3.3.3摆放混凝土保护层用砂浆垫块,垫块厚度等于保护层厚度,按每1m左右距离梅花形摆放。如基础底板较厚或基础梁及底板用钢量较大,摆放距离可缩小,甚至砂浆垫块可改用铁块代替。3.3.436
底板如有基础梁,可分段绑扎成型,然后安装就位,或根据梁位置线就地绑扎成型。3.3.5基础底板采用双层钢筋时,绑完下层钢筋后,摆放钢筋马凳或钢筋支架(间距以1m左右一个为宜),在马凳上摆放纵横两个方向定位钢筋,钢筋上下次序及绑扣方法同底板下层钢筋。3.3.6钢筋如有绑扎接头时,钢筋搭接长度及搭接位置应符合施工规范要求,钢筋搭接处应用铁丝在中心及两端扎牢。如采用焊接接头,除应按焊接规程规定抽取试样外,接头位置也应符合施工规范的规定。3.3.7由于基础底板及基础梁受力的特殊性,上下层钢筋断筋位置应符合设计要求。3.3.8根据弹好的柱位置线,将柱伸入基础的插筋绑扎牢固,插入基础深度要符合设计要求,甩出长度不宜过长,其上端应采取措施保证甩筋垂直,不歪斜、倾倒、变位。4.构造柱、圈梁钢筋绑扎施工方法和施工措施4.1构造柱钢筋绑扎:4.1.1工艺流程:预制构造柱钢筋骨架→修整底层伸出的构造柱塔接筋→安装构造柱钢筋骨架→绑扎搭接部位箍筋4.1.2预制构造柱钢筋骨架:4.1.2.1先将两根竖向受力钢筋平放在绑扎架上,并在钢筋上画出箍筋间距。4.1.2.2根据画线位置,将箍筋套在受力筋上逐个绑扎,要预留出搭接部位的长度。为防止骨架变形,宜采用反十字扣或套扣绑扎。箍筋应与受力钢筋保持垂直;箍筋弯钩叠合处,应沿受力钢筋方向错开放置。4.1.2.3穿另外二根受力钢筋,并与箍筋绑扎牢固,箍筋端头平直长度不小于10d(d为箍筋直径),弯钩角度不小于135°。4.1.2.4在柱顶、柱脚与圈梁钢筋交接的部位,应按设计要求加密柱的箍筋,加密范围一般在圈梁上、下均不应小于六分之一层高或45cm,箍筋间距不宜大于10cm(柱脚加密区箍筋待柱骨架立起搭接后再绑扎)。4.1.3修整底层伸出的构造柱搭接筋:根据已放好的构造柱位置线,检查搭接筋位置及搭接长度是否符合设计和规范的要求。底层构造柱竖筋与基础圈梁锚固;无基础圈梁时,埋设在柱根部混凝土座内,4.1.4安装构造柱钢筋骨架:先在搭接处钢筋上套上箍筋,然后再将预制构造柱钢筋骨架立起来,对正伸出的搭接筋,搭接倍数不低于35d,对好标高线,在竖筋搭接部位各绑3个扣。骨架调整后,可绑根部加密区箍筋。4.1.5绑扎搭接部位钢筋:4.1.5.1构造柱钢筋必须与各层纵横墙的圈梁钢筋绑扎连接,形成一个封闭框架。4.1.5.2在砌砖墙大马牙槎时,沿墙高每50cm埋设两根φ6水平拉结筋,与构造柱钢筋绑扎连接。36
4.1.5.3当构造柱设置在无横墙的外墙处时,构造柱钢筋与现浇或预制横梁梁端连接绑扎构造,要符合《多层砖混设置钢筋混凝土构造柱抗震设计与施工规范》(JGJ132)第3.2.5条的规定。4.1.5.4砌完砖墙后,应对构造柱钢筋进行修整,以保证钢筋位置及间距准确。4.2圈梁钢筋的绑扎:4.2.1工艺流程:画钢筋位置线→放箍筋→穿圈梁受力筋→绑扎箍筋4.2.2支完圈梁模板并做完预检,即可绑扎圈梁钢筋,如果采用预制骨架时,可将骨架按编号吊装就位进行组装。如在模内绑扎时,按设计图纸要求间距,在模板侧帮画箍筋位置线。放箍筋后穿受力钢筋。箍筋搭接处应沿受力钢筋互相错开。4.2.3圈梁与构造柱钢筋交叉处,圈梁钢筋宜放在构造柱受力钢筋内侧。圈梁钢筋在构造柱部位搭接时,其搭接倍数或锚入柱内长度要符合设计要求。4.2.4圈梁钢筋的搭接长度要符合《混凝土结构工程施工及验收规范》(GB50204)对钢筋搭接的有关要求。4.2.5圈梁钢筋应互相交圈,在内墙交接处、墙大角转角处的锚固长度,均要符合设计要求。4.2.6楼梯间、附墙烟囱、垃圾道及洞口等部位的圈梁钢筋被切断时,应搭接补强,构造方法应符合设计要求,标高不同的高低圈梁钢筋,应按设计要求搭接或连接。4.2.7安装在山墙圈梁上的预应力圆孔板,其外露的预应力筋(即胡子筋)按标准图集要锚入在圈梁钢筋内。4.2.8圈架钢筋绑完后,应加水泥砂浆垫块,以控制受力钢筋的保护层。5.混凝土现场拌制施工方法和施工措施基本工艺流程:5.1每台班开始前,对搅拌机及上料设备进行检查并试运转;对所用计量器具进行检查并定磅;校对施工配合比;对所用原材料的规格、品种、产地、牌号及质量进行检查,并与施工配合比进行核对;对砂、石的含水率进行检查,如有变化,及时通知试验人员调整用水量。一切检查符合要求后,方可开盘拌制混凝土。5.2计量:5.2.1砂、石计量:用手推车上料时,必须车车过磅,卸多补少。有贮料斗及配套的计量设备,采用自动或半自动上料时,需调整好斗门关闭的提前量,以保证计量准确。砂、石计量的允许偏差应≤±3%。5.2.2水泥计量:搅拌时采用袋装水泥时,对每批进场的水泥应抽查1036
袋的重量,并计量每袋的平均实际重量。小于标定重量的要开袋补足,或以每袋的实际水泥重量为准,调整砂、石、水及其他材料用量,按配合比的比例重新确定每盘混凝土的施工配合比。搅拌时采用散装水泥的,应每盘精确计量。水泥计量的允许偏差应≤±2%。5.2.3外加剂及混合料计量:对于粉状的外加剂和混合料,应按施工配合比每盘的用料,预先在外加剂和混合料存放的仓库中进行计量,并以小包装运到搅拌地点备用。液态外加剂要随用随搅拌,并用比重计检查其浓度,用量桶计量。外加剂、混合料的计量允许偏差应≤±2%。5.2.4水计量:水必须盘盘计量,其允许偏差应≤±2%。5.3上料:现场拌制混凝土,一般是计量好的原材料先汇集在上料斗中,经上料斗进入搅拌筒。水及液态外加剂经计量后,在往搅拌筒中进料的同时,直接进入搅拌筒。原材料汇集入上料斗的顺序如下:5.3.1当无外加剂时,依次进入上料斗的顺序为石子、水泥、砂。5.3.2当掺混合料时,其顺序为石子、水泥、混合料、砂。5.4第一盘混凝土拌制的操作:每次上班拌制第一盘混凝土时,先加水使搅拌筒空转数分钟,搅拌筒被充分湿润后,将剩余积水倒净。搅拌第一盘时,由于砂浆粘筒壁而损失,因此,石子的用量应按配合比减半。从第二盘开始,按给定的配合比投料。5.5搅拌时间控制:混凝土搅拌的最短时间2min。5.6出料:出料时,先少许出料,目测拌合物的外观质量,如目测合格方可出料。每盘混凝土拌合物必须出尽。5.7混凝土拌制的质量检查:5.7.1检查拌制混凝土所用原材料的品种、规格和用量,每一个工作班至少两次。5.7.2检查混凝土的坍落度及和易性,每一工作班至少两次。混凝土拌合物应搅拌均匀、颜色一致,具有良好的流动性、粘聚性和保水性,不泌水、不离析。不符合要求时,应查找原因,及时调整。5.7.3在每一工作班内,当混凝土配合比由于外界影响有变动时(如下雨或原材料有变化),应及时检查。5.7.4混凝土的搅拌时间应随时检查。5.7.5按以下规定留置试块:每班2组。(标养、同条件各1组)5.8冬期施工混凝土的搅拌:5.8.1室外日平均气温连续5d稳定低于5℃时,混凝土拌制应采取冬施措施,并应及时采取气温突然下降的防冻措施。5.8.2配制冬期施工的混凝土,应优先选用硅酸盐水泥或普通硅酸盐水泥,水泥强度等级不应低于32.5,最小水泥用量不宜少于300kg/m3,水灰比不应大于0.6。5.8.3冬期施工宜使用无氯盐类防冻剂,对抗冻性要求高的混凝土。宜使用引气剂或引气减水剂。如掺用氯盐类防冻剂,应严格控制掺量,并严格执行有关掺用氯盐类防冻剂的规定。36
5.8.4混凝土所用骨料必须清洁,不得含有冰、雪等冻结物及易冻裂的矿物质。5.8.5冬期拌制混凝土应优先采用加热水的方法。水及骨料的加热温度应根据热工计算确定,但不得超过规定。拌合水和骨料最高温度强度等级小于42.5的普通硅酸盐水泥80℃、60℃。水泥不得直接加热,并宜在使用前运入暖棚内存放。当骨料不加热时,水可加热到100℃,但水泥不应与80℃以上的水直接接触。投料顺序为先投入骨料和已加热的水,然后再投入水泥。5.8.6混凝土拌制前,应用热水或蒸汽冲洗搅拌机,拌制时间应取常温的1.5倍。混凝土拌合物的出机温度不宜低于10℃,入模温度不低于5℃。6.砖混结构、构造柱、圈梁等混凝土施工方法和施工措施6.1工艺流程:作业准备→混凝土搅拌→混凝土运输→混凝土浇筑、振捣→混凝土养护6.2混凝土搅拌:6.2.1根据测定的砂、石含水率,调整配合比中的用水量,雨天应增加测定次数。6.2.2根据搅拌机每盘各种材料用量及车皮重量,分别固定好水泥(散装)、砂、石各个磅秤的标量。磅秤应定期核验、维护,以保证计量的准确。计量精度:水泥及掺合料为±2%,骨料为±3%,水、外加剂为±2%。搅拌机棚应设置混凝土配合比标牌。6.2.3正式搅拌前搅拌机先空车试运转,正常后方可正式装料搅拌。6.2.4砂、石、水泥(散装)必须严格按需用量分别过秤,加水也必须严格计量。6.2.5投料顺序:一般先倒石子,再倒水泥,后倒砂子,最后加水。掺合料在倒水泥时一并加入。掺外加剂与水同时加入。6.2.6搅拌第一盘混凝上,可在装料时适当少装一些石子或适当增加水泥和水量。6.2.7混凝土搅拌时间,400L自落式搅拌机一般不应少于1.5min。6.2.8混凝土坍落度,一般控制在5~7cm,每台班应测两次。6.3混凝土运输:6.3.1混凝土自搅拌机卸出后,应及时用翻斗车、手推车或吊斗运至浇筑地点。运送混凝土时,应防止水泥浆流失。若有离析现象,应在浇筑地点进行人工二次拌合。6.3.2混凝土以搅拌机卸出后到浇筑完毕的延续时间,当混凝土为C30,及其以下,气温高于25℃时不得大于90min,C30以上时不得大于60min。6.4混凝土浇筑、振捣:6.4.1构造柱根部施工缝处,在浇筑前宜先铺5cm36
厚与混凝土配合比相同的水泥砂浆或减石子混凝土。6.4.2浇筑方法:用塔吊吊斗供料时,应先将吊斗降至距铁盘50~60cm处,将混凝土卸在铁盘上,再用铁锹灌入模内,不应用吊斗直接将混凝土卸入模内。6.4.3浇筑混凝土构造柱时,先将振捣棒插入柱底根部,使其振动再灌入混凝土,应分层浇筑、振捣,每层厚度不超过60cm,边下料边振捣,一般浇筑高度不宜大于2m,如能确保浇筑密实,亦可每层一次浇筑。6.4.4混凝土振捣:振捣构造柱时,振捣棒尽量靠近内墙插入。振捣圈梁混凝土时,振捣棒与混凝土面应成斜角,斜向振捣。振捣板缝混凝土时,应选用φ30小型振捣棒。振捣层厚度不应超过振捣棒的1.25倍。6.4.5浇筑混凝土时,应注意保护钢筋位置及外砖墙、外墙板的防水构造,不使其损害,专人检查模板、钢筋是否变形、移位;螺栓、拉杆是否松动、脱落;发现漏浆等现象,指派专人检修。6.4.6表面抹平:圈梁、板缝混凝土每振捣完一段,应随即用木抹子压实、抹平。表面不得有松散混凝土。6.5混凝土养护:混凝土浇筑完12h以内,应对混凝土加以覆盖并浇水养护。常温时每日至少浇水两次,养护时间不得少于1d。6.6填写混凝土施工记录,制作混凝土试块。7.屋面、厕所防渗漏施工方案7.1]屋面防渗漏方案:质量通病为屋面积水、渗漏、防水层空鼓和收头达不到规范要求及豆石粘贴不牢固。7.1.1屋面工程所使用的各种防水材料、制品,配件就符合设计要求和先行国家标准的规定。使用前应有质量证明文件并进行复验,确认达到标准后再施工。7.1.2施工作业人员必须由防水专业队或专业工组成。施工前,应对结构层及各种预埋件穿过屋面的各种管道等按设计要求及规范认真检查。7.1.3对施工过程的每道工序进行书面交底,对关键部位认真处理,严格按操作工艺施工。7.1.4防水层施工完后,严禁在上面直接放置重物或其他尖锐制品。7.1.5做防水试验,检验屋面有无渗漏和积水,排水系统是否畅通,或在雨后连续淋水两小时后进行。7.2外墙防渗漏技术措施7.2.1防水严格按照98J标准图要求做。7.2.2防水材料选用国家认定检测合格的SBS新型材料。7.2.3制定外墙防渗漏技术方案。7.2.4.施工人员选用专业防水人员施工。7.2.5分项隐蔽工程必须经质量监督站验收后方可继续施工。7.3厕所防渗漏施工方案 7.3.136
本工程厕所、屋面所进各种材料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。 7.3.2对各种管材,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农机推广培训中心工程上。 7.3.4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。厕所楼板混凝土使用防水混凝土,防水等级为B6。 7.3.5保证卫生间楼地面坡度正确无误。 7.3.6要求在厕所楼楼地面上进行灌水试验,灌水深度20毫米,灌水时间24小时,确保用户放心。8装饰工程施工方法和施工措施8.1工艺流程:墙面浇水→吊垂直抹灰饼→抹水泥踢脚或墙裙→做护角→抹水泥窗台→墙面充筋→抹砂子灰→抹罩面灰8.2墙面浇水:抹灰前一天,应用胶皮管自上而下的浇水湿润。8.3一般抹灰按质量要求分为中级,室内砖墙抹灰层的平均总厚度,不得大于下列规定:中级抹灰棗20mm根据设计图纸要求的抹灰质量等级,按基层表面平整垂直情况,吊垂直、套方、找规矩,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衬平(石灰砂浆和水泥混合砂浆每层厚度宜为7~9mm),操作时先抹上灰饼再抹下灰饼;抹灰饼时要根据室内抹灰的要求(分清抹踢脚板还是水泥墙裙),以确定下灰饼的正确位置,用靠尺板找好垂直与平整。发饼宜用1∶3水泥砂浆抹成5cm见方形状。8.4抹水泥踢脚板(或水泥墙裙):用清水将墙面洇透,尘土、污物冲洗干净,根据已抹好的灰饼充筋(此筋应冲得宽一些,8~10cm为宜,因此筋即为抹踢脚或墙裙的依据,同时也是抹石灰砂浆墙面的依据),填档子,抹底灰一般采用1∶3水泥砂浆,抹好后用大杠刮平。木抹子搓毛,常温第二天便可抹面层砂浆。面层灰用1:2.5水泥砂浆压光。墙裙及踢脚抹好后,一般应凸出石灰墙面5~7mm,但也有的做法与石灰墙面一平或凹进石灰墙面的,应按设计要求施工(水泥砂浆墙裙同此作法)。8.5做水泥护角:室内墙面的阳角、柱面的阳角和门窗洞口的阳角,应用1∶3水泥砂浆打底与所抹灰饼找平,待砂浆稍干后,再用107胶素水泥膏抹成小圆角;或用1∶2水泥细砂浆做明护角(比底灰高2mm,应与石灰罩面齐平),其高度不应低于2m,每侧宽度不小于5cm。门窗口护角做完后,应及时用清水刷洗门窗框上的水泥浆。8.6抹水泥窗台板:先将窗台基层清理干净,松动的砖要重新砌筑好。砖缝划深,用水浇透,然后用1∶2∶3豆石混凝土铺实,厚度大于2.5cm。次日,刷掺水重10%107胶素水泥浆一道,紧跟抹1∶2.536
水泥砂浆面层,待面层颜色开始变白时,浇水养护2~3d。窗台板下口抹灰要平直,不得有毛刺。8.7墙面冲筋:用与抹灰层相同砂浆冲筋,冲筋的根数应根据房间的宽度或高度决定,一般筋宽为5cm,可充横筋也可充立筋,根据施工操作习惯而定。8.8抹底灰:一般情况下充完筋2h左右就可以抹底灰,抹灰时先薄薄地刮一层,接着分层装档、找平,再用大杠垂直、水平刮找一遍,用木抹子搓毛。然后全面检查底子灰是否平整,阴阳角是否方正,管道处灰是否抹齐,墙与顶交接是否光滑平整,并用托线板检查墙面的垂直与平整情况。散热器后边的墙面抹灰,应在散热器安装前进行,抹灰面接搓应平顺。抹灰后应及时将散落的砂浆清理干净。8.9修抹预留孔洞、电气箱、槽、盒:当底灰抹平后,应即设专人把预留孔洞、电气箱、槽、盒周边5cm的石灰砂浆刮掉,改抹1∶1∶4水泥混合砂浆,把洞、箱、槽、盒周边抹光滑、平整。8.10抹罩面灰:当底灰六七成干时,即可开始抹罩面灰(如底灰过干应浇水湿润)。罩面灰应二遍成活,厚度约2mm,最好两人同时操作,一人先薄薄刮一遍,另一人随即抹平。按先上后下顺序进行,再赶光压实,然后用铁抹子压一遍,最后用塑料抹子压光,随后用毛刷蘸水将罩面灰污染处清刷于净。9屋面SBS防水工程施工方法和施工措施9.1工艺流程(热熔法施工):清理基层→涂刷基层处理剂→铺贴卷材附加层→铺贴卷材→热熔封边→蓄水试验→保护层9.2清理基层:施工前将验收合格的基层表面尘土、杂物清理干净。9.3涂刷基层处理剂:高聚物改性沥青卷材施工,按产品说明书配套使用,基层处理剂是将氯丁橡胶沥青胶粘剂加人工业汽油稀释,搅拌均匀,用长把滚刷均匀涂刷于基层表面上,常温经过4h后,开始铺贴卷材。9.4附加层施工:一般用热熔法使用改性沥青卷材施工防水层,在女儿墙、水落口、管根、檐口、阴阳角等细部先做附加层,附加的范围应符合设计和屋面工程技术规范的规定。9.5铺贴卷材:卷材的层数、厚度应符合设计要求。多层铺设时接缝应错开。将改性沥青防水卷材剪成相应尺寸,用原卷心卷好备用;铺贴时随放卷随用火焰喷枪加热基层和卷材的交界处,喷枪距加热面300mm左右,经往返均匀加热,趁卷材的材面刚刚熔化时,将卷材向前滚铺、粘贴,搭接部位应满粘牢固,搭接宽度满粘法为80mm。9.6热熔封边:将卷材搭接处用喷枪加热,趁热使二者粘结牢固,以边缘挤出沥青为度;末端收头用密封膏嵌填严密。10混凝土地面施工方法和施工措施细石混凝土工艺流程找标高、弹面层水平线→基层处理→洒水湿润→抹灰饼→抹标筋→刷素水泥浆→浇筑细石混凝土→抹面层压光→养护10.1.136
找标高、弹面层水平线:根据墙面上已有的+50cm水平标高线,量测出地面面层的水平线,弹在四周墙面上,并要与房间以外的楼道、楼梯平台、踏步的标高相呼应,贯通一致。10.1.2基层处理:先将灰尘清扫干净,然后将粘在基层上的浆皮铲掉,用碱水将油污刷掉,最后用清水将基层冲洗干净。10.1.3洒水湿润:在抹面层之前一天对基层表面进行洒水湿润。10.1.4抹灰饼:根据已弹出的面层水平标高线,横竖拉线,用与豆石混凝土相同配合比的拌合料抹灰饼,横竖间距1.5m,灰饼上标高就是面层标高。10.1.5抹标筋:面积较大的房间为保证房间地面平整度,还要做标筋(或叫冲筋),以做好的灰饼为标准抹条形标筋,用刮尺刮平,作为浇筑细石混凝土面层厚度的标准。10.1.6刷素水泥浆结合层:在铺设细石混凝土面层以前,在已湿润的基层上刷一道1∶0.4~0.5(水泥∶水)的素水泥浆,不要刷的面积过大,要随刷随铺细石混凝土,避免时间过长水泥浆风干导致面层空鼓。10.1.7浇筑细石混凝土:10.1.7.1细石混凝土搅拌:细石混凝土面层的强度等级应按设计要求做试配,如设计无要求时,不应小于C20,由试验室根据原材料情况计算出配合比,应用搅拌机进行搅拌均匀,坍落度不宜大于30mm。并按国家标准《混凝土结构工程施工及验收规范》的规定制作混凝土试块,每一层建筑地面工程不应少一组,当每层地面工程建筑面积超过1000m2时,每增加1000m2各增做一组试块,不足1000m2按1000m2计算。当改变配合比时,应相应制作试块。10.1.7.2面层细石混凝土铺设:将搅拌好的细石混凝土铺抹到地面基层上(水泥浆结合层要随刷随铺),紧接着用2m长刮杠顺着标筋刮平,然后用滚筒(常用的为直径20cm,长度60cm的混凝土或铁制滚筒,厚度较厚时应用平板振动器)往返、纵横滚压,如有凹处用同配合比混凝土填平,直到面层出现泌水现象,撒一层干拌水泥砂(1∶1=水泥∶砂)拌合料,要撒匀(砂要过3mm筛),再用2m长刮杠刮平(操作时均要从房间内往外退着走)。10.1.8抹面层、压光:10.1.8.1当面层灰面吸水后,用木抹子用力搓打、抹平,将干水泥砂拌合料与细石混凝土的浆混合,使面层达到结合紧密。10.1.8.2第一遍抹压:用铁抹子轻轻抹压一遍直到出浆为止。10.1.8.3第二遍抹压:当面层砂浆初凝后,地面面层上有脚印但走上去不下陷时,用铁抹子进行第二遍抹压,把凹坑、砂眼填实抹平,注意不漏压。10.1.8.4第三遍抹压:当面层砂浆终凝前,即人踩上去稍有脚印,用铁抹子压光无抹痕时,可用铁抹子进行第三遍压光,此遍要用力抹压,把所有抹纹压平压光,达到面层表面密实光洁。10.1.9养护:面层抹压完24h后(有条件时可覆盖塑料薄膜养护)进行浇水养护,每天不少于2次,养护时间一般至少不少于7d36
(房间应封闭养护期间禁止进入)。11.给水管道安装施工方法和施工措施11.1工艺流程:安装准备→预制加工→干管安装→立管安装→支管安装→管道防腐和保温→管道冲洗11.2安装准备:认真熟悉图纸,根据施工方案决定的施工方法和技术交底的具体措施做好准备工作。参看有关专业设备图和装修建筑图,核对各种管道的坐标、标高是否有交叉,管道排列所用空间是否合理。有问题及时与设计和有关人员研究解决,办好变更洽商记录。11.3预制加工:按设计图纸画出管道分路、管径、变径、预留管口,阀门位置等施工草图,在实际安装的结构位置做上标记,按标记分段量出实际安装的准确尺寸,记录在施工草图上,然后按草图测得的尺寸预制加工(断管、套丝、上零件、调直、校对,按管段分组编号。11.4干管安装:11.4.1排水铸铁管道安装:11.4.1.1在干管安装前清扫管膛,将承口内侧插口外侧端头的沥青除掉,承口朝来水方向顺序排列,联接的对口间隙应不小于3mm。找平找直后,将管道固定。管道拐弯和始端处应支撑顶牢,防止捻口时轴向移动,所有管口随时封堵好。11.4.1.2捻麻时先清除承口内的污物,将油麻绳拧成麻花状,用麻钎捻入承口内,一般捻两圈以上,约为承口深度的三分之一,使承口周围间隙保持均匀,将油麻捻实后进行捻灰,水泥用32.5级以上加水拌匀(水灰比为1∶9),用捻凿将灰填入承口,随填随捣,填满后用手锤打实,直至将承口打满,灰口表面有光泽。承口捻完后应进行养护,用湿土覆盖或用麻绳等物缠住接口,定时浇水养护,一般养护2至5天。冬期应采取防冻措施。11.4.1.3采用青铅接口的给水铸铁管在承口油麻打实后,用定型卡箍或包有胶泥的麻绳紧贴承口,缝隙用胶泥抹严,用化铝锅加热铅锭至500℃左右(液面呈紫红颜色),水平管灌铅口位于上方,将熔铅缓慢灌入承口内,使空气排出。对于大管径管道灌铅速度可适当加快,防止熔铅中途凝固。每个铝口应一次灌满,凝固后立即拆除卡箍或泥模,用捻凿将铅口打实(铅接口也可采用捻铅条的方式)。11.5给水镀锌管安装:安装时一般从总进入口开始操作,总进口端头加好临时丝堵以备试压用,设计要求沥青防腐或加强防腐时,应在预制后、安装前做好防腐。把预制完的管道运到安装部位按编号依次排开。安装前清扫管膛,丝扣连接管道抹上铅油缠好麻,用管钳按编号依次上紧,丝如外露2至3扣,安装完后找直找正,复核甩口的位置、方向及变径无误。清除麻头,所有管口要加好临时丝堵。11.6立管安装:11.6.136
立管明装:每层从上至下统一吊线安装卡件,将预制好的立管按编号分层排开,顺序安装,对好调直时的印记,丝扣外露2至3扣,清除麻头,校核预留甩口的高度、方向是否正确。外露丝扣和镀锌层破损处刷好防锈漆。支管甩口均加好临时丝堵。立管截门安装朝向应便于操作和修理。安装完后用线坠吊直找正,配合土建堵好楼板洞。11.6.2立管暗装:竖井内立管安装的卡件宜在管并口设置型测,上下统一吊线安装卡件。安装在墙内的立管应在结构施工中须留管槽,立管安装后吊直找正,用卡件固定。支管的甩口应露明并加好临时丝堵。11.6.3热水立管:按设计要求加好套管。立管与导管连接要采用2个弯头。立管直线长度大于15m时,要采用3个弯头。立管有伸缩器安装同干管。12.采暖管道安装施工方法和施工措12.1工艺流程:安装准备→预制加工→卡架安装→干管安装→立管安装→支管安装→试压→冲洗→防腐→保温→调试12.2安装准备:12.2.1认真熟悉图纸,配合土建施工进度,预留槽洞及安装预埋件。12.2.2按设计图纸画出管路的位置、管径、变径、预留口、坡向,卡架位置等施工草图,包括干管起点、末端和拐弯、节点。预留口、坐标位置等。12.3干管安装:12.3.1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、核对好尺寸,按环路分组编号,码放整齐。12.3.2安装卡架,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,吊环按间距位置套在管上,再把管抬起穿上螺栓拧上螺母,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形卡,然后安装第二节管,以后各节管均照此进行,紧固好螺栓。12.3.3干管安装应从进户或分支路点开始,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(管道穿过伸缩缝或过沟处,必须先穿好钢套管)。12.3.4制作羊角弯时,应煨两个75°左右的弯头,在联接处锯出坡口,主管锯成鸭嘴形,拼好后即应点焊、找平、找正、找直后,再进行施焊。羊角弯接合部位的口径必须与主管口径相等,其弯曲半径应为管径的2.5倍左右。干管过墙安装分路作法见图1-11。12.3.5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。丝接应与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。12.3.636
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准确,找直后用气焊点焊固定(管径≤50mm以下焊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。12.3.7遇有伸缩器,应在预制时按规范要求做好预拉伸,并作好纪录。按位置固定,与管道连接好。波纹伸缩器应按要求位置安装好导向支架和固定支架。并分别安装阀门、集气罐等附属设备。12.3.8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扳。12.3.9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。12.4立管安装:12.4.1核对各层预留孔洞位置是否垂直,吊线、剔眼、栽卡子。将预制好的管道按编号顺序运到安装地点。12.4.2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。12.4.3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。12.5支管安装:12.5.1检查散热器安装位置及立管预留口是否准确。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)。12.5.2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。12.5.3暗装或半暗装的散热器(详见第六章)灯叉弯必须与炉片槽墙角相适应,达到美观。12.5.4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。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。12.5.5立支管变径,不宜使用铸铁补芯,应使用变径管箍或焊接法。12.6通暖:12.6.1首先联系好热源,根据供暖面积确定通暖范围,制定通暖人员分工,检查供暖系统中的泄水阀门是否关闭,干、立、支管的阀门是否打开。12.6.236
向系统内充软化水,开始先打开系统最高点的放风阀,安排专人看管。慢慢打开系统回水干管的阀门,待最高点的放风阀见水后即关闭放风阀。再开总进口的供水管阀门,高点放风阀要反复开放几次,使系统中的冷风排净为止。12.6.3正常运行半小时后,开始检查全系统,遇有不热处应先查明原因,需冲洗检修时,则关闭供回水阀门泄水,然后分先后开关供回水阀门放水冲洗,冲净后再按照上述程序通暖运行,直到正常为止。12.6.4冬期通暖时,必须采取临时取暖措施,使室温保持+5℃以上才可进行。遇有热度不均,应调整各分路立管、支管上的阀门,使其基本达到平衡后,进行正式检查验收,并办理验收手续。13、电气工程施工方法和施工措施13.1工艺流程:弹线定位→盒箱固定→管路敷设→扫管穿带线13.2弹线定位:根据设计图规定进行水平线及墙厚度线测定,确定盒、箱及预埋件位置;成排成列的盒、箱应挂通线或十字线找直,以确定盒、箱的准确位置。13.3盒、精固定:13.3.1砌块墙稳埋盒、箱。根据盒、箱位置线剔洞,洞大小比盒、箱略大为宜。将洞内清理干净,用水将洞内浇湿,然后用强度等级不小于M10的水泥砂浆稳埋盒、箱。如为空心砌块墙剔洞后,应用碎砌块水泥砂浆将空洞先行封堵,再稳埋盒、箱。13.3.2现浇钢筋混凝土墙、楼板固定盒、箱:13.3.2.1用穿筋盒直接固定在钢筋上。13.3.2.2用机螺丝将盒、箱固定在扁钢上,再将扁钢固定在钢筋上。13.3.2.3预制楼板稳埋灯头盒:预制圆孔板,加气混凝土楼板的灯头盒孔洞,应在楼板下面由下向上剔洞,上方洞口可在楼板上面扩孔。盒子安装好卡铁或轿杆,在楼板下面装好托灰板,用水将洞内浇湿,然后用强度等级不小于M10的水泥砂浆稳埋盒子。13.3.2.4滑模板混凝土墙稳埋盒、箱:可采取预留盒,箱套,然后拆除盒、箱套,在预留孔洞处稳埋盒、箱。13.4管路敷设:13.4.1管路敷设要求:13.4.1.1半硬塑料管的连接可采用套管粘结法,套管的长度不应小于管外径的三倍;管子的接口应位于套管的中心,连接处结合面应用胶粘剂粘结牢固。13.4.1.2敷设管子时,应尽量减少弯曲,当线路直线段长度超过15m或直角弯超过三个时,应增设中间接线盒。13.4.1.3管路经过建筑物变形缝处,应有补偿装置能活动自如。13.4.1.4剔槽敷管时,不允许剔横槽及剔断钢筋;加气混凝土板只允许沿板缝剔槽。13.4.1.5管入盒、箱,管口应平齐,管口露出盒、箱应不大于5mm36
,并应一管一孔,孔大小应与管外径相吻合。13.4.2砌块墙内管路敷设:13.4.2.1砌墙时应配合土建,将半硬塑料管敷设在墙中,向上引管应堵好管口,并用临时支杆(钢筋或木杆等)将管沿敷设方向挑起。为使盒、箱平正,标高准确,可将管子敷设至盒、箱位置100mm处甩出,待墙体砌完后,再入管稳埋盒、箱。13.4.2.2剔槽敷管时,应在槽两边弹线,用快錾子剔。加气混凝土墙,应用刀锯锯两边后再别,槽宽及槽深均比管外径大5mm为宜。敷管时,每隔0.5m左右用铁钉、细铅丝将管子固定好。然后用强度等级不小于M10的水泥砂浆抹面保护,厚度不应小于15mm。13.4.3.1引向隔墙的预留管不宜过长,应堵好管口。13.4.3.2易受机械损伤的管段应用水泥砂浆先行保护。13.5扫管穿带线:13.5.1管路敷设后,待墙、楼板施工完毕后(现浇混凝土工程应在拆除模板后),应及时进行预扫管。扫管过程中,必须将管路与施工图进行核对,及时处理管路中的故障。13.5.2扫管应使用带布扫管的方法,即将布条固定在带线的一端,从管路的另一端拉出,清除管内的杂物、积水。扫管完毕后,应堵好管口,封闭盒口。灯具吊煽安装操作工艺36
四、施工机械设备情况1、拟投入的机械设备完好能满足施工要求2、主要机械设备一览表机具名称数量用途挖掘机1台挖土方自卸汽车2辆余土外运350L搅拌机1台混凝土搅拌平板振动器1台混凝土振捣蛙式打夯机1台回填土夯实电焊、气割2台水泵2台机动翻斗车2辆水平运输切割机1台振动棒5个混凝土振捣钢模板脚手架5t五劳动力安排1.组织管理结构经理项目经理施工员生材设财技安翻资产料备务术调供管预质度应理算量全样料为确保工程质量,加快施工进度,缩短工期,经公司研究决定,对该工程实行项目法管理,实行项目经理负责制,抽调公司最具有实力的专业队伍进驻施工现场,项目部人员职责分工如下:36
序号姓名岗位分工技术职称学历项目经理工程师大学项目技术负责人工程师大学质量检查员助理经济师大学施工员助理工程师中专安全检查员助理工程师大学劳资员助理经济师大学会计员助理会计师大学预算员助理工程师大学资料员助理工程师大专2、工程施工阶段投入劳动力情况计划安排施工阶段工种名称基础阶段主体阶段装修阶段屋面阶段安装阶段维修阶段瓦工1020木工335钢筋工11混凝土工55架子工222普工5555抹灰工55电焊工111111机具工111111电工111111管道工22222236
六工程质量目标及保证措施5.1质量目标工程质量一次合格率100%,优良率不低于80%5.2质量保证体系在公司相应的保证体系下,成立现场质量检查科,形成以项目经理为主,质量科长为主要负责者,质量检查员为第一责任者的质量三级管理体系,质量检查对所有分部分项工程进行监督检查。建立相应的质量奖罚标准,奖优罚劣,责任到人,全面推行质量一票底,决不放过。序号姓名岗位技术职称备注1项目经理工程师专职2项目技术负责人工程师专职3质量检查员助理工程师专职4施工员助理工程师专职5资料员助理工程师专职5.3质量保证措施1.砌砖240墙以上墙体严禁留直槎(包括240墙)。2.砌体不允许扫缝(防止扫缝掩盖砌体缺陷)。七分头必须用锯割。3.临时施工洞净宽度不超过一米,高度不超过一步脚手架高度。4.构造柱马牙槎上口切45。角,防止混凝土上角部密实,马牙槎最后十皮砖只退不进加强连接强度。5.模板接缝要加海绵条,贴胶带纸,木模板要抛光。6.240以上砌体包括240墙必须双面挂线,皮数杆上要标出灰缝线,同时标出过梁拉接筋、窗、洞口高度位置。7.为保证现浇板厚度一致,要拉对角线检查,跨度超过四米的梁板可拱起千分之二,杜绝下垂。8.马道下要铺塑料布,杜绝混凝土灰渣现象,预留清扫口,杜绝混凝土柱烂根现象。9.每层标高、轴线必须报监理验证,杜绝错轴走线,高低落差超标现象。10.灰土施工时灰土必须过筛、计量、搅拌后分层回填夯实。11.混凝土、砂浆不允许使用微膜剂,强力粉等任何外加剂。12.砂、石垫层采用压路机压实。13.洞口超过30mm的设置过梁。14.砖砌体的门窗洞口两侧200mm和转角处450mm的范围内,宽度小于1m的窗间墙过梁上与过梁成60。角的三角形范围内及过梁净跨度1/2的高度范围内不得设置脚手眼。5.4创合格工程措施5.4.1确保原材料、构配件的供应质量36
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验和复验,必须办理“材料进场许可证”。5.4.2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,开展QC小组活动。5.4.3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。5.5消除质量通病措施[1]材料准备:砖的强度等级必须符合设计要求,用于清水墙、柱表面的砖,应外观好看。应提前1~2d浇水湿润。普通砖、多孔砖含水率宜为10%~15%。灰砂砖、粉煤灰砖宜为5%~8%。实际施工中,所采用的水泥砂浆强度等级比原设计的水泥混合砂浆强度等级提高一个等级。放线、制作皮数杆。基础施工前应设置龙门板,在板上标明基础的轴线、底宽、墙身的轴线及厚度、底层地面标高等。并用准线和线坠将轴线及基础底宽放到垫层表面上。砌筑基础前,必须用钢尺校核放线尺寸。基础垫层表面用C15以上的细石混凝土找平后方可砌筑,不得用砂浆填平。用方木或角钢制作皮数杆,并在皮数杆上标明皮数及竖向构造的变化部位。[2]操作工艺(1)砌筑前,应将砌筑部位清理干净,放出墙身中心线及边线,浇水湿润。(2)在砖墙的转角处及交接处立起皮数杆(皮数杆间距不超过15m,过长应在中间加立),在皮数杆之间拉准线,依准线逐皮砌筑,其中第一皮砖按墙身边线砌筑。(3)砌砖操作方法可采用铺浆法或“三一”砌砖法,依各地习惯而定。采用铺浆法砌筑时,铺浆长度不得超过750mm;气温超过30℃时,铺浆长度不得超过500mm。“三一”砌砖法即“一铲灰、一块砖、一挤揉”的操作方法,八度以上地震区的砌砖工程宜采用此操作方法砌砖。(4)砖墙水平灰缝和竖向灰缝宽度宜为10mm,但不小于8mm,也不应大于12mm。水平灰缝的砂浆饱满度不得小于80%;竖缝宜采用挤浆或加浆方法,不得出现透明缝,严禁用水冲浆灌缝。(5)砖墙的转角处,每皮砖的外角应加砌七分头砖。当采用一顺一丁砌筑形式时,七分头砖的顺面方向依次砌顺砖,丁面方向依次砌丁砖。(6)砖墙的丁字交接处,横墙的端头隔皮加砌七分头砖,纵墙隔皮砌通。当采用一顺一丁砌筑形式时,七分头砖丁面方向依次砌丁砖。(7)砖墙的十字交接处,应隔皮纵横墙砌通,交接处内角的竖缝应上下相互错开1/4砖长。(8)每层承重墙的最上一皮砖,应是整砖丁砌。在梁或梁垫的下面及挑檐、腰线等处也应是整砖丁砌。(9)宽度小于1m的窗间墙,应选用整砖砌筑,半砖和破损的砖应分散使用在受力较小的砖墙,小于1/4砖块体积的碎砖不能使用。36
(10)砖墙的转角处和交接处应同时砌起,对不能同时砌起而必须留槎时,应砌成斜槎,斜槎长度不应小于斜槎高度的2/3。如留直槎确有困难,除转角处外,可留直槎,但直槎必须做成凸槎,并加设拉结钢筋,拉结筋的数量为每半砖厚墙放置1根直径6mm的钢筋,间距沿墙高不得超过500mm,埋入长度从墙的留槎处算起,每边均不小于500mm;钢筋末端应有90°弯钩。抗震设防地区不得留直槎。(11)隔墙与承重墙不能同时砌筑又留成斜槎时,可于承重墙中引出凸槎,并在承重墙的水平灰缝中预埋拉结筋,其构造与上述直槎相同,但每道墙不得少于2根。(12)砖墙中留置临时施工洞口时,其侧边离交接处的墙面不应小于500mm。洞口顶部宜设置过梁,也可在洞口上部采取逐层挑砖办法封口,并预埋水平拉结筋,洞口净宽不应超过1m。砖块表面应清理干净,并浇水湿润,再用与原墙相同的材料补砌严密。(13)砖墙工作段的分段位置,宜设在伸缩缝、沉降缝、防震缝、构造柱或门窗洞口处,相邻工作段的砌筑高度差不得超过一个楼层的高度,也不宜大于4m。砖墙临时间断处的高度差,不得超过一步脚手架的高度。(14)墙中的洞口、管道、沟槽和预埋件等应于砌筑时正确留出或预埋,宽度超过300mm的洞口应砌筑平拱或设置过梁。(15)砖墙每天砌筑高度以不超过1.8m。七安全保证体系及措施1、安全保证体系序号姓名岗位技术职称备注项目经理工程师专职项目技术负责人工程师专职施工员助理工程师专职安全检查员助理工程师专职劳资员助理经济师专职会计员会计员专职安全资料员助理工程师专职现场成立安全监督检查科,科长由公司工程技术部部长担任,严格按照安全监督控制网领导施工。2、安全保证措施1)安全监督检查组内设若干名安全员,分别负责分部分项工程的安全工作,确保该工程顺利进行施工。36
1)施工现场负责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。2)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“其他安全规定”,以科学的态度指挥生产,不得违章指挥,并督促施工人员遵章守纪,文明施工,发生安全事故应做到“三不放过”。3)加强安全教育和安全检查,制止一切违章作业。4)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。5)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。6)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。7)建筑物出入口必须搭设安全防护棚,居民居住区及办公区较近的部位要搭设安全封闭棚。3、外电线及用电设备防护措施工地所处位置周边多为住宅区,空中线路较多且复杂,针对这一情况,决定采取如下措施:工地临近电线脚手架在相应部位设置醒目标志。随建筑物的升高,在电线上部搭设兜网,防止高空落物触到电线。施工现场的临时用电必须采用TN-S系统,按照“三级用电两极保护”进行布置,配电箱均铁制,实行“一机、一闸、一漏、一箱”。所有机电设备必须严格按其安全技术操作规程操作并有专人负责,所有操作人员必须持证上岗。4、消防安全措施1)临街临路围墙全部用砖砌筑,高度不低于2m,临街临路侧面抹灰压光,刷白色涂料,起到美化市容的作用。2)本工程施工现场设置消防栓一个。3)工地配备消防专用工具3套,制定消防用具管理制度,任何人不得挪用,在行人经常走过及可能接近的地方悬挂醒目警告标志。36
八施工工期、施工进度及保证体系施工工期:XX天1、工期保证体系以计划网络为指导,形成以生产经理为首,成立工程进度现场控制小组。项目经理任组长。对施工进度进行科学计划,严格管理,认真安排。工期保证管理体系序号姓名岗位技术职称备注1项目经理工程师专职2项目工期负责人助理工程师专职3质量检查员助理工程师专职4施工员助理工程师专职5资料员助理工程师专职2、工期保证措施1)为确保按期交工,公司将该工程列为重点工地,现场建立工期控制小组。由计划处编制施工进度计划,由计划处编制月进度控制计划和施工网络计划图。2)本工程将列入我公司重点工程项目,公司5天到现场召开一次施工调度会,考核工程形象进度,认真计算工程量,以量定工、定人、定时,并制定严格的奖罚制度,责任到人,并从人、财、物上保证该工程使用。3)公司安排一批有丰富管理经验的管理人员和高素质的工人来承担该工程的施工。要用立体交叉多工作面,流水作业,来缩短工期,周转工具按一层半需用量配备。4)建立完整物资供应体系。计划一采购一供应三位一体,保证各种工程材料及时进厂。5)立即组织大型设备进场,采用l台W—100反铲挖土机和自卸汽车进行土方挖运,保证基坑按期验收。6)积极开展劳动竞赛,工种与工种,班组与班组,比工期,比质量,为充分利用时间,安排加班外,时加强冬雨期施工措施,做到风雨无阻,四季施工,确保总工期的实现。7)停水、停电保证正常施工措施8)工地设置水箱一个,潜水泵一台,备足施工用水,如果工地停水,可以利用备用水保证工程连续施工。9)工地备柴油发电机一台,如果临时停电,可以保证各种机具设备以及施工场地内临时用电。10)保工期内部奖罚及制约措施11)各工序必须正常按照网络计划图施工,各工序之间要相互衔接。12)对于作业班组,按照施工网络图的时间要求,每延误一天按规定进行罚款,确保该工程工期。13)5.5农忙季节及节假日劳动力保勤措施36
a)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。b)对农忙时仍能服从施工安排的职工,发给原工资的200%。c)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。d)节日期间公司实行双工资奖励制度,确保施工连续进行。3、施工进度计划36
九创建文明工地及环境保护措施1、文明施工措施1)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,工具室清洁卫生。2)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,表箱有门锁。3)加强成品、半成品的保护,做到无损坏,无污染。4)坚持合理的施工顺序,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)2、降低工程造价体系措施1)项目经理要认真抓好节约工作,采取有效的技术措施,最大限度的降低工程成本。使建设单位投入最少的资金,达到最大的收获。2)基础挖土方时,要认真作好土方平衡工作,节约土方运输费用。3)减少木材的使用量。实行限额领料,逐项结算,节约有奖。4)加强工具管理,实行租借制度,防止丢失。3、创建市级文明工地保证体系及措施1)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。2)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,表箱有门锁。4、防尘、减少噪音排放、环境保护、排污措施1)垃圾基士出运应要清扫汽车与建筑物四周的残余垃圾,严禁汽车出运时带动垃圾到处飘飞。2)严禁施工人员在场区附近大小便,搞好文明施工。3)建筑垃圾、生活垃圾要远弃深埋在指定的垃圾场,不得场地区域内外随意堆放弃置。4)施工所排放的废污水要以暗沟或布管的方式排放于市政污水井中,不得对环境造成污染,必要时应采取相应的净化处理。5)控制施工噪音排放,选用的机械设备必须是能耗低、噪音小、污染轻的机械设备,限制施工作业时间,尽可能避开夜间施工,以减少扰民。6)经常走访邻近的住户,沟通感情,取得附近居民的谅解和支持,防止因村民不满而对工程的正常施工带来不便,保证工程的顺利进行,为工程大干快上创造良好的氛围。5、处理睦邻关系措施1)36
在处理与相邻相关单位的关系问题上,充分发挥优势,经常走访沟通感情,取得邻近群众的理解和支持,协助建设单位搞好与周围群众的关系,防止因不满而对工程和正常施工设置障碍,保证工程的顺利进行,建立以项目经理为主的协调小组,专门处理与相邻相关单位的各项关系,为工程大干快上创造良好的氛围。1)工地全部工作人员要注意维持附近道路卫生,如有违反将进行经济罚款,并负责清扫干净。6、成品保护措施为提高效益,避免不必要的损耗,一定要加强成品保护。首先要对现场所有管理人员及作业人员进行有关教育。装饰工程开始后,在楼内搬运物品动作要轻,防止碰撞;对门口、台阶、地面等尤要注意,严禁在成品墙面上涂抹、刻画;无关人员不许随意进入现场。对违反要求、不听劝阻,造成损失的人员,要处以经济处罚。7、施工中的消防安全保证体系及措施1)施工现场配备专职消防人员和兼职消防人员并进行消防培训。2)施工现场配备消防水池一个,泡沫灭火器8台,专用消防桶8个,消防带100米,专用铁锨15把,保证消防。3)施工现场禁止吸烟,禁止明火。在施工中必须明火作业时,必须有专职消防员监督作业。4)专职消防人员要保护好施工现场各种消防器材,定时检查发现问题及时处理。36
冬季施工方案冬期天气寒冷,将给建筑施工带来很大不便,为确保工程质量和施工安全。根据施工规范及当地多年气温资料,当室外日平均气温连续五天稳定低于5℃,为冬期施工期,冬期施工期约为3个月,应密切注视天气变化,参照本施工方案做好冬期施工准备工作。l.冬期施工准备工作:(l)由于混凝土外加剂目前市场供应混乱,为避免伪劣产品流进施工现场,给我们施工的工程带来危害。所有外加剂必须经过质检站检测中心试验合格后方能使用,并严格按照试验室给的配比掺加。(2)供水管道理好、包好,水管理深不浅于500mm,出地面主管、节门应用砖砌500×500池子,回填锯末保温,上面用双层草袋覆盖。消防工具及消火栓齐备,设在明显的位置。(3)检查临电线路,不符合要求的线及时整改,易破皮的塑料线不使用。(4)搅拌机必须搭设保温棚,并至少配备一口缸,做好加热设备及工具的维修和购置工作,搅拌机附近设一沉淀池,搅拌机出友口附近地面的积水要扫入沉淀池,以防结冰。(5)钢材在进入现场后应架空分类排放,以免遭受冰雪的侵蚀。水泥应保存在温度不小于+5℃的库房内,库房地面应做防潮处理。严禁露天堆放,以防风雪侵蚀。白灰电石膏应在搅拌机周围适当位置挖一浅池,内衬红砖,将其放入,上盖草袋,使用后盖好,不能受冻。砂、石、砖的堆放点不能有积水,冰雪覆盖后要及时清扫。另外施工用火要到公司安全部门备案,易燃易爆物品的贮存地点要由工地工长、材料员和工地安全员共同协商。其他易冻的材料要存放在具备采暖条件的库房内。2.土方工程:(l)房屋内部的基坑(槽)管沟、内房心土不得用冻土回填。(2)回填土不论什么部位均要分层夯实,采用人工夯实时每步虚铺不得大于15cm,机械务实每步虚辅不得超过25cm,并经过分步验收合格后,方可进行下步施工,以免出现沉陷现象,造成事故。(3)土方回填宜昼夜连续施工,以免土体受冻。3.砌体工程:(l)砖石工程的砂浆采用掺盐方案,其用量按气温,用比重控制,栋专长的应做好测温记录,并做好施工日记。(3)拌砂浆采用干砂,全部过筛不得合有水屑、雪决等杂物。(3)砌砖墙用于砖,不得浇水,并须将砖面泥土块清除。砌体中配制的钢筋应作防腐处理。(4)砂浆拌合水加热后,温度不得超过800C,砂子中热温度不不得超过40℃,砂浆使用时温度不得低于5℃。36
(5)砂浆配合比要严格按规定执行,水泥、水、化学附加剂的误差控制在土2%之内。石灰膏、砂的误差不得超过土5%,砂浆的搅拌时间延长至3—4分钟。(6)普通砖在常温下砌筑时,应适当浇水湿润。所用砂应大堆存放,并覆盖草袋。砂中不得含有冰决和直径大干lcm的冻结决。石灰膏要防止受冻,冻结的石灰膏不得使用。(7)冬期的砌砖,要采用“三一”砌砖法,灰缝厚度不宜大于10gnm,也不得小于8mm,每天砌筑高度和砌体的高度差不得大干1.2m。每日施工的砌体应在下班前用草袋盖好。(8)砂浆要随拌随使用,灰槽及车内不得有余灰。(9)砂浆试决较常温多留一组做同条件养护。4.混凝土和混凝土浇筑工程:(l)冬期浇混凝土要执行“规范”有关规定,必须做好养护及保温工作。(3)冬期混凝土工程选用普通水泥或矿碴水泥,水泥强度等级不得低于32.5。(3)混凝土施工时,水灰比不大于0.6,水泥用量不得少于300kg/m3,混凝土搅拌时间要比常温搅拌时间延长l倍。(4)运输要选择最佳运输线路,并在运输中采取有效措施,以避免混凝土热量损失过快。(5)混凝土浇筑前要清除模扳及钢筋上的冰霜等,并用热水冲洗模扳。对混凝土构件,较常规多留一组,用于检验其受凉前的强度及确定承受模板拆期限。(6)工长必须做好冬期施工有关的技术、质量、安全交底,随时检查冬期施工情况,尤其注意加水温度,添加剂掺加数量,搅拌工艺及混凝土浇筑前的清理工作等,并做好测温记录。5.室内抹灰.(1)将门窗用透明塑料布封严,出入口加草帘。(2)抹灰前两天用蜂窝煤炉子予热房间,单间每间一炉,双间两炉或根据实际情况而定。室内温度应不低于5℃,抹完灰后持续十天。(3)墙体抹灰前应待抹灰墙面解冻深度不小于墙体厚度的一半时,方可施工,不能用水冲刷结冻的墙面,也不能用热水消除墙面冰霜。(4)地面抹灰不能采用蜂窝煤炉子加热的方法,燃烧后的二氧化碳气体,严重降低水泥地面表层强度而造成起砂现象,因此应合理安排施工顺序,地面压光后,用厚锯沫覆盖养护。当地面具有一定强度后(3d后),可移入一炉。室内温度不低于10℃维护5~7d,一般情况冬期不施工地面工程,特殊情况公司有关部门具体研究施工方法后,方可施工。6.室外抹灰:(l)室外水泥砂浆抹面采用掺盐施工。(2)室外抹灰应在上午10点到下午4点间进行,并严格对其进行围护保温。抹灰中掺用的108胶TG胶等材料如有结块现象,应采用水浴法融开后方准使用。(3)冬期施工不宜做大墙水泥抹面。36
7.屋面工程(l)砂浆找平层外加剂掺量按室外抹灰掺量。(2)找平层应随抹随覆盖保温,当有一定强度时可在晴天正常情况下掀开草袋晾晒。(3)防水层施工时,应在正常温度以上进行。在上午10点至下午4点间为宜。但气温不得低于30C。8.油漆、玻璃、刷浆工程:(l)涂刷室外门窗油漆,必须在干燥、晴朗一般3℃天气下进行,被刷门窗表面应擦掉霜雪和冰冻。(2)在0℃以下安玻璃时,油灰须加热到不低于30℃且硬化前不能受冻。(3)冬期室内装修应在具备采暖的条件下进行,以防材料受冻。9.水、电工程:(l)冬期试压管道在未上冻之前进,否则在开冻后进行,避免冻坏管道。(2)管道水泥捻口时,在正温下操作,最好在室内予制,捻好的口应及时覆盖保温。(3)塑料管及其他电器材料不得在家天存放。(4)各种机械和施工现场安装设备用水或试水,下班前应将水放净。10.安全注意事项:(l)冬期施工委注意防风、防冻、防滑、防毒、防火、防爆炸。(2)架子工必须按规定架设栏杆,按规定搭设马道并设防滑条。(3)工地取暖炉要设专人看管,做好交接班记录。要保证宿舍的烟囱、风斗齐全,安装符合要求,防止煤气中毒,易燃易爆物要有专人看管,严禁在施工现场用木料生火取暖,警卫人员和看火人员不得擅自离开工作岗位。(4)有参物品(如亚硝酸苯等)出入库严格领用手续,确保安全。(5)工地办公室、警卫宣严禁使用电炉子取暖,严禁私自搭接电器等。36
雨季施工方案1做好雨期前的准备工作1.1准备足够的油毡、苫布、水泵、电缆、铁锹、铁丝等防雨材料、设备,以备急用。1.2各种建筑材料应在晴天按计划运进工地,以受雨天道路泥泞,无法运输。所有大宗材料如砖、砂、石、灰等应就近堆放,方便使用。1.3各种怕雨、怕潮的建筑材料,应存放在仓库,水泥库应根据场内积水高度加高料堆底,一般应在30cm以上。并做好库顶防漏和墙面、地面防潮的处理,门口适当加高,并备有必要的防大雨料具。1.4制作好的门窗口、扇,应放在室内,防止雨淋变形,垫好木方。1.5钢材应架高堆放,一般架高30cm,以防锈蚀。1.6根据工地情况,修筑排水沟,通到市政管道井内。场地的低洼地方应设排洪沟,一旦有水可迅速排出。1.7搅拌站到提升盘,应修筑耐水防滑道路,以保证道路畅通,如条件具备可自搅拌站到提升盘设防雨棚通道,以利施工。1.8建筑物周围地面要适当加高,防止积水,造成基础沉降。1.9大型机电设备要按规定搭好防护棚,小型设备加防护罩,并技要求设避雷和接地装置。2合理安排施工计划,掌握好施工节奏2.1雨期施工的工作面不宜过大,应分段分期完成。2.2为了不影响施工进度,要合理安排施工程序,室外作业要尽量抢在晴天施工,尤其是外墙装修抹灰工程,以免影响工程质量。室内作业为雨天工作内容。2.3屋面工程要积极创造条件,早铺抢铺,以免影响室内装修。3雨期施工技术措施3.1基础工程3.1.1建筑物的基础,应争取在雨期前做出地面,并及时填土夯实,以兔雨后基础受雨浸泡。要抢时间做到速挖、速砌、速填,充分做好排水工作。3.1.2雨期开挖基坑(槽)或管沟时,应注意边坡稳定。如果边坡较陡,下雨时应用苫布遮住坡面,以免造成滑塌。3.1.3己开挖的基槽基坑在挖到设计标高以前,要预留20cm的土层,同时做好垫层的施工准备(机械、材料)然后集中力量把预留的士挖出来,进行垫层施工,以兔因基坑、基槽受水浸泡影响质量。3.1.4如果灰土垫层被雨浸泡,应等晒干后,再继续施工。如果被泡软,应将垫层去掉,重新打灰土。3.1.5暖气沟上,设有管道进出孔,支模板用的木方穿带孔及其他预留空洞,目前不进行管道施工的,都要墙严。3.2主体工程36
3.2.1搞好砂浆、混凝土配合比,由于雨期砂、石受雨淋,含水量大,雨期混凝土施工要测定砂、石含水率,订出混凝土施工配合比来配制混凝土,并控制好混凝土坍落度和砂浆稠度。3.2.2砌砖工程应严格控制灰缝,灰缝越大,干燥越慢,变形越大,这样可能造成墙身砌体倾斜。灰缝一般控制在8mm左右为宜,下雨时每日砌筑高度不宜超过1.2m,收工时,应覆盖砌体表面。3.2.3混凝土施工时,应将模板内的积水清除干净,浇筑好的混凝土应根据天气情况,加以覆盖养护,并有必要的防大雨措施,以免冲浆,影响混凝土质量。3.2.4钢筋在安装前出现表面浮锈较多,应认真进行除锈后方可使用,否则会影响钢筋和混凝土粘结度。3.3屋面工程3.3.1屋面工程要积极早铺早抢,以免影响室内工程。3.3.2找平层在潮湿或受雨淋后,应待其完全干燥后才可铺防水层。3.3.3雨期铺设保温层和找平层应掌握气象台天气情况预报,抓紧时间铺设,使找平层和保温层不受雨淋,保持干燥和容重,以利下道工序的进行。3.4室外工程楼四周的散水,楼梯进口处的台阶低于目前施工现场地平的要在其四周挖明沟排水。3.5竣工工程现己竣工但未交验的工程,要注意维持室内外墙面整洁,门窗关好,以免大风和雨淋受损。4雨期施工安全保证措施4.1施工现场的机械设备均不应放在地势低洼易积水的地方。以免雨后浸泡,搅拌机、卷扬机等大型设备应搭设防雨棚,所有设备上的电机应加防雨防晒设施。4.2各种小型机械。如打夯机、振动器等,不使用时必须存入库内,对不宜搬动的机器,决不准随意丢在现场,在下班后垫高盖好。4.3加强对架架和龙门架、井字架的检查工作,各种架体基座处要有良好的排水措施,对脚手架、龙门架、井字架要勤检查,防止霉烂、腐蚀、朽坏等。对钢管脚手架和井字架螺栓卡子,注意立杆是否产生沉降。4.4施工现场的斜道、脚手板应有防滑措施。斜道、跳板应按规定订防滑条,间距不超过30cm,下雨天斜道上泥浆多,应及时清除。4.5雨天。除严格按JGJ46-88《施工现场临时用电安全技术规范》去做外,应提高一级防护的要求,各种机电设备的开关不得裸露在外,配电箱周围也应有防雨措施。对各种触电保安器应认真检查,确保其性能灵敏可靠。36
4.6整理好现场的临电、电路、电线应按规定分开拉线,并设磁珠,按规定利用触电保护器。严格禁止利用普通电线当作把子线,严禁电线直接缠绕在脚手架、钢门窗及钢筋上,对现场电路要经常检查,如发现松动、杆子弯斜、电线垂弯、电闸无盖、电闸箱无防雨盖等现象时,应及时解决、保证安全生产,所有架空电线必须架高4m以上,电闸箱旁不准堆放钢筋等杂物。通往闸箱的道路必须畅通。4.7六级以上大风和暴雨时,不许进行高空作业,风雨过后必须对脚手板、机电设备、临时线路进行全面检查,发现倾斜变形、下沉、漏电现象,应及时处理,有严重危险的应立即拆除修正。4.8工地上凡高出建筑物的提升架应设临时避雷装置。外钢管脚手架均应有避雷装置。避雷针与地极之间的连接要安全可靠,经常测试。4.9在用的塔吊必须在最高处安装可靠的避雷装置。塔吊基座处要有良好的排水措施和防雨水措施,要有良好的接地或接零保护措施。4.10遇到大雨大雾,塔吊应在停止高空作业,六级以上大风时,应立即停机,并将塔譬转到顺风方向同时用四根揽风绳张拉塔身驾驶室上方四角的耳环与地锚坚固好,并将轨道钳锁紧。4.11塔吊在使用期间,必须经常检查和观察,特别是暴风雨后,必须及时检查地基是否沉降、倾斜,以及机身是否变形、倾斜现象,一旦发现严禁使用并及时采取补救措施。十三、竣工回访保修措施本公司向用户承诺,由本公司承建的工程,自竣工起按照国家规定保修范围及期限及时保修,并在保修期内主动回访。保修承诺:我公司保证做到服务态度好、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。本公司接到报修电话,保证在24小时内到达用户现场。诚恳接受用户监督。内部资料,请勿外传!36
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