抹灰工程施工方案

抹灰工程施工方案

抹灰施工方案工程名称：编制：审核：审批：n目录一、工程概况11.建筑概况12.抹灰工程概况1二、编制依据1三、一般抹灰21.材料要求22.作业条件33.内墙抹灰34.外墙抹灰6四、蒸压加气砼砌块墙面抹灰81.施工准备92.工艺流程103.施工方法104.细部处理125.地上主楼抹灰注意事项146.质量标准147.地上裙楼抹灰注意事项15五、施工要点16六、质量通病防治17七、质量标准18八、质量保证措施19九、成品保护措施22十、安全文明施工23n一、工程概况1.建筑概况***************************************************************************************************************************2.抹灰工程概况本工程砌体结构墙体主要分三种：蒸压加气混凝土砌块、煤矸石空心砖（一般抹灰），本工程墙体外墙除特殊注明外为200厚。其中地下室部分内隔墙为200或120厚煤矸石空心砖墙；裙房内隔、外墙正压加气砼砌块；R6#、R7#、R8#主楼标准层内墙为200或120蒸压加气混凝土隔墙，外墙采用煤矸石空心砖砌筑，水泥砂浆。抹灰属装饰装修工程，本方案必须与《装饰装修工程施工方案》配套使用。二、编制依据建筑施工蓝图本工程施工合同《中华人民共和国建筑法》《中华人民共和国招标投标法》《建设工程质量管理条例》专用抹面砂浆厂家技术文件相关国家标准、规范序号标准、规范名称标准、规范编号1工程建设标准强制性条文（房屋建筑部分）建标（2002）219号2建筑工程施工质量验收统一标准GB50300-200125n3建筑装饰装修工程质量验收规范GB50210-20014建筑施工安全检查标准JGJ59-20115蒸压加气混凝土用砌筑砂浆与抹面砂浆JC890-20016《蒸压加气混凝土砌块砌体工程施工及质量验收规程》DB34/766-200778石膏砌块砌体技术规程JGJT210-20109石膏砌块内隔墙04J114-2三、一般抹灰1.材料要求a、水泥采用普通水泥或硅酸盐水泥，也可采用矿渣水泥、火山灰水泥、粉煤灰水泥及复合水泥。水泥强度等级宜采用32.5级以上颜色一致、同一批号、同一品种、同一强度等级、同一厂家生产的产品。水泥进厂需对产品名称、代号、净含量、强度等级、生产许可证编号、生产地址、出厂编号、执行标准、日期等进行外观检查，同时验收合格证。并按照规范要求，每200吨为一批送检，合格方可使用。b、砂采用平均粒径0.35—0.5mm的中粗砂，在使用前应根据使用要求过筛，筛好后保持洁净。2.作业条件a、主体结构必须经过相关单位(建筑单位、施工单位、质量监理、设计单位)检验合格。b、抹灰前应检查门窗框安装位置是否正确，需埋设的接线盒、电箱、管线、管道套管是否固定牢固。连接处缝隙应用1:3水泥砂浆分层嵌塞密实，若缝隙较大时，应由C25细石砼将其填塞密实，并用塑料帖膜或铁皮将门窗框加以保护。c、将混凝土过梁、梁垫、圈梁、混凝土柱、梁等表面凸出部分剔平，将蜂窝、麻面、露筋、疏松部分剔到实处，并刷胶粘性素水泥浆或界面剂。然后用1:325n的水泥砂浆分层抹平。脚手眼和废弃的孔洞应堵严，外露钢筋头、铅丝头及木头等要剔除，窗台砖补齐，墙与楼板、梁底等交接处应用斜砖砌严补齐。d、配电箱(柜)、消火栓(柜)以及卧在墙内的箱(柜)等背面露明部分应加钉钢丝网固定好，涂刷一层胶粘性素水泥浆或界面剂，钢丝网与最小边搭接尺寸不应小于lOcm。窗帘盒、通风蓖子、吊柜、吊扇等埋件、螺栓位置，标高应准确牢固，且防腐、防锈工作完毕。e、对抹灰基层表面的油渍、灰尘、污垢等应清除干净，对抹灰墙面结构应提前浇水均匀湿透。f、抹灰前屋面防水及上一层地面最好已完成，如没完成防水及上一层地面需进行抹灰时，必须有防水措施。g、抹灰前应熟悉图纸、设计说明及其他设计文件，制定方案，做好样板间，经检验达到要求标准后方可正式施工。h、抹灰前应先搭好脚手架或准备好高马凳，架子应离开墙面20～25cm，便于操作。3.内墙抹灰a、工艺流程基层处理→浇水湿润→吊垂直、套方、找规矩→抹灰饼→抹水泥踢脚或墙裙→做护角抹水泥窗台→墙面充筋→抹底灰→修补预留孔b、操作工艺1)基层清理抹灰前，墙体、混凝土等基体表面的灰尘、污垢和油渍等应清扫除净，门窗过梁、构造柱等表面突出部分凿平，对有蜂窝、麻面、露筋、疏松部分的混凝土表面应凿到实处、清洗干净刷掺801胶素水泥浆一道，配合比为801胶：水=1：4，然后用水泥：砂=1：1的水泥砂浆分层补平压实，表面略低于墙面。露出的钢筋头、铅丝头应剔除。墙体洒水保证基体表面全部湿润。为了防止钢筋砼与砌体间的收缩裂缝的产生，在砌块走线开槽处，铺设钢板网或钢丝网，缝两边各搭接150mm。25n为保证抹灰层与结构面粘结牢固，对抹灰的砖墙和墙柱面、天棚等需要抹灰的部位进行拉毛处理，具体做法为水泥砂浆中掺入101建筑胶，然后进行甩浆处理。2)浇水湿润一般在抹灰前一天，用软管或胶皮管或喷壶顺墙自上而下浇水湿润，浇两次为宜。3)吊垂直、套方、找规矩、做灰饼根据基层表面平整垂直情况，当墙面凹度较大时应分层衬平，每层厚度不大于7—9mm。操作时应先抹上灰饼，再抹下灰饼。抹灰饼时应根据室内抹灰要求，确定灰饼的正确位置，再用靠尺板找好垂直与平整。灰饼宜用1:3水泥砂浆抹成5cm见方形状。房间面积较大时应先在地上弹出十字中心线，然后按基层面平整度弹出墙角线，随后在距墙阴角100mm处吊垂线并弹出铅垂线，再按地上弹出的墙角线往墙上翻引弹出阴角两面墙上的墙面抹灰层厚度控制线，以此做灰饼，然后根据灰饼充筋。4)抹水泥踢脚(或墙裙)根据己抹好的灰饼，底层抹水泥砂浆(按图纸设计要求选用)，抹好后用大杠刮平，木抹搓毛，常温第二天用1:2.5水泥砂浆抹面层并压光，抹踢脚或墙裙厚度符合图纸要求。凡凸出抹灰墙面的踢脚或墙裙上口必须保证光洁顺直，踢脚或墙面抹好将靠尺贴在大面与上口平，然后用小抹子将上口抹平压光，凸出墙面的棱角要做成钝角，不得出现毛茬和飞棱。5)做护角墙、柱间的阳角应在墙、柱面抹灰前用1:2水泥砂浆做护角，其高度自地面以上2m。然后将墙、柱的阳角处浇水湿润。第一步在阳角正面立上靠尺，靠尺突出阳角侧面，突出厚度与成活抹灰面平。然后在阳角侧面，依靠尺边抹水泥砂浆，并用铁抹子将其抹平，按护角宽度(不小于5cm)将多余的水泥砂浆铲除。第二步待水泥砂浆稍干后，将靠尺移至到抹好的护角面。在阳角的正面，依靠尺边抹水泥砂浆，并用铁抹子将其抹平，按护角宽度将多余的水泥砂浆铲除。抹完后去掉靠尺，用素水泥浆涂刷护角尖角处，使形成护角。6)抹底灰25n抹前应先抹一层薄灰，要求将基体抹严，抹时用力压实使砂浆挤人细小缝隙内，用木杠刮找平整，用木抹子搓毛。然后全面检查底子灰是否平整，阴阳角是否方直、整洁，管道后与阴角交接处、墙顶板交接处是否光滑平整、顺直，并用托线板检查墙面垂直与平整情况。抹灰面接搓应平顺，地面踢脚板或墙裙，管道背后应及时清理干净，做到活完底清。7)修抹预留孔洞、配电箱、槽、盒安装管线的线槽采用专用开槽切割工具，禁止使用利器砍凿，以免影响墙体的强度和稳定性。在抹灰之前，线槽部位的墙体铺设钢板网，每边200mm，并采用与底灰相同的砂浆先将线槽、盒等部位填实抹平。9)抹罩面灰应在底灰六七成干时开始抹罩面灰(抹时如底灰过干应浇水湿润)，罩面灰两遍成活，操作时最好两人同时配合进行，一人先刮一遍薄灰，另一人随即抹平。依先上后下的顺序进行，然后赶实压光，压时要掌握火候，既不要出现水纹，也不可压活，压好后随即用毛刷蘸水将罩面灰污染处清理干净。施工时整面墙不宜甩破活，如遇有预留施工洞时，可甩下整面墙待抹。10)地下室抹灰注意事项楼梯间和人流通道处的填充墙尚应采用钢丝网砂浆面层加强。卫生间混凝土底板上15厚1:2水泥砂浆找平层,然后1.5厚聚氨酯防水涂膜，沿墙脚上翻300,面层用15厚1:2水泥砂浆找平层,5厚1:1水泥砂浆贴地砖或其他面层。相邻墙面用1:2防水砂浆（内掺水泥自重5%防水剂）粉刷；排烟气道根部向上300mm的范围内采用聚合物防水砂浆粉刷，粉刷完成后做防水层处理。凡卫生间楼地面比相邻房间楼地坪低30,无障碍卫生间及母婴室楼地面比相邻房间楼地坪低15,并以缓坡过渡，并向地漏方向做出1%泛水坡度,以利排除积水；凡空调机房、水箱间、报警阀室等有水设备间楼地面均做地面防水：混凝土底板上15厚1:2水泥砂浆找平层,然后1.5厚聚氨酯防水涂膜，沿墙脚上翻500,面层用15厚1:2水泥砂浆找平层，5厚1:1水泥砂浆贴地砖或其他面层。四周墙体做300高C20混凝土防水带,与墙体等宽.相邻墙面用防水砂浆粉刷；地库顶板排水坡度为2%；25n屋顶屋面排水坡度为2%，屋顶天沟排水坡度为1%；雨篷和挑檐处的排水坡度不应小于2%；阳台栏板、檐口、装饰构架均向内侧泛水，防止立面污染。变配电用房处内墙面增加一道水基渗透型无机防水剂。凡门窗洞口及内墙阳角处均应用18厚1:2.5水泥砂浆护角,每边宽80mm,高度不小于2m。地下室地面施工时应先从房间中间开始,向两侧展开,地面要求平整,因有排水要求应做好泛水；4.外墙抹灰a、工艺流程墙面基层清理、浇水湿润－堵门窗口缝及脚手眼、孔洞－吊垂直、套方、找规矩、抹灰饼、充筋－抹底层灰、中层灰－弹线分格－嵌分格条－抹面层灰、起分格条－抹滴水线－养护b、操作工艺1)墙面基层清理、浇水湿润混凝土墙基层处理:混凝土墙面在结构施工时大都使用脱膜隔离剂，表面比较光滑，故应将其表面进行处理，其方法：采用脱污剂将墙面的油污脱除干净，晾干后采用机械喷涂或扫帚涂刷一层薄的胶粘性水泥浆（同内墙面）或涂刷一层混凝土界面剂，使其凝固在光滑的基层上，以增加抹灰层与基层的附着力，不出现空鼓开裂。2)堵门窗口缝及脚手眼、孔洞等堵缝工作要作为一道工序安排专人负责，门窗框安装位置准确牢固，用1:3水泥砂浆将缝隙塞严。堵脚手眼和废弃的孔洞时，应将洞内杂物、灰尘等物清理干净，浇水湿润，然后用砖将其补齐砌严。3)吊垂直、套方、找规矩、做灰饼本工程为高层建筑，可利用墙大角、门窗口两边，用经纬仪打直线找垂直并吊通线，绷铁丝找规矩，横向水平线可依据楼层标高或施工＋1000cm线为水平基准线进行交圈控制，然后按抹灰操作层抹灰饼，做灰饼时应注意横竖交圈，以便操作。每层抹灰时则以灰饼做基准充筋，使其保证横平竖直。4)抹底层灰、中层灰25n根据不同的基体，外墙体与混凝土柱,梁相接处用1厚钢板网(网孔尺寸10×10mm)外敷后再粉刷砂浆,宽度300；内墙及外墙体内侧与柱、梁相接处采用300宽耐碱玻纤网格布加强。内外墙体砌筑砂浆应饱满,做好分层抹灰抹与充筋平时用木杠刮平找直，木抹搓毛，每层抹灰不宜跟的太紧，以防收缩影响质量，待底层呈七八成干后可抹面层灰。5)抹面层灰待底灰呈七八成干时开始抹面层灰，将底灰墙面浇水均匀湿润，先刮一层薄薄的素水泥浆，随即抹罩面灰与分格条平，并用木杠横竖刮平，木抹子搓毛，铁抹子溜光、压实。待其表面无明水时，用软毛刷蘸水垂直于地面向同一方向轻刷一遍，以保证面层灰颜色一致，避免出现收缩裂缝，随后将分格条起出，待灰层干后，用素水泥膏将缝勾好。难起的分格条不要硬起，防止棱角损坏，待灰层干透后补起，并补勾缝。7)抹滴水线所有受风雨影响的构造，如线脚、飘板、窗楣、窗台底及雨蓬底边线等，均应设滴水线(离边40mm，深10*8）。凸窗遮阳板向外泛水，坡度大于2%，以免遮阳板上的水停留时间过长，导致外墙砌体渗漏;窗楣滴水槽示意图25n窗台滴水线示意图抹滴水线(槽)应先抹立面，后抹顶面，再抹底面。分格条在底面灰层抹好后即可拆除。采用"隔夜"拆条法时，需待抹灰砂浆达到适当强度后方可拆除。8)养护水泥砂浆抹灰常温24h后应喷水养护。冬期施工要有保温措施。四、蒸压加气砼砌块墙面抹灰本工程砌筑采用蒸压加气混凝土的砌块，按地方要求抹灰工程必须采用专用砂浆，专用砂浆抹面的做法：25n①5mm厚加气混凝土砌块专用抹面砂浆面层，干作业，表面满压耐碱玻纤网格布②混合砂浆抹面层（视设计图纸具体要求）③5mm厚加气混凝土砌块专用抹面砂浆底层，干作业1.施工准备a.蒸压加气砼砌块施工验收合格。b.预留洞的封堵：混凝土墙留洞的封堵位置见结施，其余砌筑墙留洞待管道设备安装完毕后，用C20细石混凝土填实；所有室内箱体留洞需在箱背面封A4钢丝网二层箱顶做过梁管槽留置时，应弹线定位后用石材切割机开槽，不得采用砍砖留槽。c.水电管线暗敷时，必须待墙体施工完成后，且砌筑砂浆强度指标达到不低于设计强度等级的70%才能进行。开槽时，应使用手携式电动切割机并辅以手工缕槽，总开槽深度不宜超过墙厚的1/3，墙厚小于120mm的墙体不得双向对开管槽。管线开槽以距门窗洞口300外。敷设管线后的槽内管表面应低于墙面4~5mm，并将管与墙体卡牢，不得有松动、反弹现象。嵌填管槽时，对槽内进行洒水湿润，用掺入加气砼上砌块碎屑的专用砂浆或抹面砂浆填实至墙面平齐（也可按质量比，即配合比为水泥；石灰膏：加气砼碎屑=1：1：3进行填补），并沿管道敷设方向铺设热镀锌电焊网或加强型耐碱玻纤网格布，两侧宽度不小于100mm，并铺平、绷紧，用锚钉锚固。d.墙体局部缺陷，用加气砼砌块修补，不得用其它材料填塞。内、外墙体与梁柱结合部位，用耐碱玻纤网格布加强,宽度每边250mm。e.在内墙面、柱面的阳角及门洞口处阳角，用1：2水泥砂浆做护角处理，且护角高度不低于2M，每侧宽度不小于50MM；外墙阳角部位做护角；护角宽度为100mm，采用热镀锌电焊网条，也可用250mm宽的加强耐碱玻纤网格布加强。f.材料选择：本工程使用蒸压加气混凝土砌块强度分别为5.0MPa和3.5MPa，选用与加气混凝土砌块性能强度相匹配的专用抹面砂浆，即抹面材料选用抗压强度分别为5.0MPa和3.5MPa的蒸压加气混凝土专用抹面砂浆。材料检测：进场使用专用砂浆、耐碱玻纤网格布应进行见证取样检测,检测数量,方法和技术指标见下。25n材料名称检测依据检测参数进场复试参数检验批次取样数量专用抹面砂浆JC890-2001分层度、干密度、导热系数、凝结时间、抗折强度、抗压强度、粘结强度、抗冻性、收缩性能分层度、干密度、导热系数、凝结时间、抗折强度、抗压强度、粘结强度不同品种、强度等级每三个月复试不少于1次15kg耐碱网格布JG158-2004外观、长度、宽度、网孔中心距、单位面积质量、断裂强力、耐碱强力保留率、断裂伸长率、涂塑量、玻璃成分单位面积质量、断裂强力、耐碱强力保留率单位工程不少于1次；建筑面积20000平方以上的不少于3次2m2施工温度控制：施工环境温度应高于5℃，但不得高于40℃。施工条件：抹灰施工前应对砌体进行验收，砌体抹面施工宜在砌体砌筑完成60天后并不得少于30天，框架填充墙的墙顶空隙嵌填作业完成7天后进行。样板引路：首次抹灰时，由厂家专业人员进行专业指导，在实体上做两块墙体，并制作样板。砌体施工前，抹灰工程应形成样板墙，抹灰前、后,施工、监理(建设)单位均对样板墙进行验收合格后方可进行大面积施工。2.工艺流程加气混凝土砌体抹面工艺流程加气混凝土砌块墙体抹灰工艺流程：清除墙面浮灰→修正补平勾缝→刷界面剂（内墙不同材料交界处铺网格布每侧搭接250mm）→5mm厚专用砂浆抹面→5mm混合砂浆底层→5mm混合砂浆面层→5mm专用砂浆抹面（满铺耐碱网格布）→清理。3.施工方法a.基层清理：25n加气混凝土砌体其本身强度较低，孔隙率较大，在抹灰前应对松动及灰浆不饱满的拼缝或梁、板下的顶头缝，用砂浆填塞密实。将墙面凸出部分或舌头灰剔凿平整，并将缺棱掉角、坑凹不平和设备管线槽、洞等同时用砂浆整修密实、平顺。抹灰前应先用钢丝刷将砌体墙面满刷一遍，清除砌体表面浮灰、污物和松散物。b.基层修补：为避免砌体墙面垂直度、平整度偏差过大，应提前用专用抹面砂浆和加气混凝土碎屑进行纠偏，以填补砌体墙面坑凹不平、缺棱掉角、灰缝不饱满等缺陷。加强处理：对砌体与不同材料交接处（包括埋设管线的槽）和外墙变形敏感部位（外檐口下部、外窗上下部及45℃区域范围内），增设加强型耐碱玻纤网格布防裂措施。内、外墙体与梁柱结合部位，用耐碱玻纤网格布加强,每侧搭接250mm。c.基层处理：为确保抹灰质量，在混凝土墙面加气混凝土墙面上作甩浆处理，用掺801胶的水泥砂浆甩浆一道。灰饼：根据房间形状尺寸用方尺规方，在离墙角100mm左右，用线锤吊直,在墙上弹一立线，按房间规方弹出墙角抹灰基准线，并在准线上下两端做标准灰饼，灰饼在砼墙体上做到最小。d.砂浆搅拌：采用砂浆搅拌机搅拌专用加气混凝土抹面砂浆，按干粉：水（重量比）=5：1配制，先将水加入砂浆搅拌机，再加入专用抹面砂浆搅拌1分钟，停置3分钟，再搅拌5分钟即可使用。砂浆随拌随用，在拌和后3小时用完；温度超过30度时，应在2小时内用完。滴水线条：10mm宽黑色PVC线条，沿窗台挑檐、天沟底外边布置做滴水线。注意：待抹灰完成后，线条内进行上漆，黑色。e.抹底灰：采用干作业法抹面施工，加气混凝土砌体无需洒水，直接用搅拌好的加气混凝土专用抹面砂浆抹面施工，一次抹面厚度不得少于3mm，但不得大于5mm25n。抹底层灰应加大铁板在砂浆上力度，使砂浆能挤入结构墙体缝隙内，增加抹灰层与结构的粘结力。f.抹中层灰：中层灰视图纸设计要求g.抹面灰：为达到更好的墙面垂直度、平整度，在第二遍抹面（中层抹面）初凝后进行第三遍抹面（面层）施工。为防止墙面开裂，采取必要的防裂措施，最后一遍抹面压入耐碱玻纤网格布（满铺搭接250mm），网格布铺设要求若隐若现，以达到最佳防裂效果，阴阳角部位应用耐碱玻纤网格布包裹增强网每侧宽度不小于250mm。h.混凝土墙面（砼女儿墙等）：单独的混凝土墙面，采用涂刷混凝土界面处理剂后，专用砂浆打底砂浆面进行中层抹灰+5mm面层专用砂浆抹面（满压耐碱玻纤网格布）。因本工程为创优工程，在主体结构施工阶段上为达到砼成型感观效果。在墙体、柱等施工过程中采用塑料模板。因塑料模板成型后面层较光滑，砂浆粘结力较差，因此砼墙体在抹灰砂浆前必须进行基层处理，保证墙体抹灰后不空鼓、不脱落、不裂缝的要求。p.踢脚线：洒水润透墙面，并把污物冲洗干净，甩4：1水泥细砂浆（掺建筑胶水）后水泥砂浆进行粉刷。注意施工时，踢脚上口须平直。4.细部处理因专用砂浆抹灰厚度较薄，细部须用1：2水泥砂浆进行补灰处理。门窗两边的封堵材料须割平，框贴美纹纸。下口灌防水水泥砂浆，待其干硬后，抽出木楔，补塞防水水泥砂浆，面刷两道防水浆（防水浆采用防水堵漏剂掺水调制成稀料）。门窗框型材的膨胀系数较大，故为使窗安装后能自由伸缩，安装框应采用弹性连接，在门窗四边与墙体预留缝隙采用弹性密封膏嵌缝。随抹灰工程抹齐内、外口，抹灰时，窗台室外部分顶面抹成斜面向下2%，窗边上口墙面抹灰时，抹出滴水线。25n本工程窗、门安装在抹灰之后。在抹灰过程中门、窗洞口尺寸预留优为重要，室内水平线在抹灰完成后一星期内上墙。突出墙面的翻边、造型构件须做滴水线，顶面抹成斜面向下2%，上口墙面抹灰时，抹出滴水线。楼梯踏步底面侧边部分须做滴水线且连通，顶面抹成斜面向下，上口墙面抹灰时，抹出滴水线。水泥砂浆与专用砂浆节点处理如下图：25n5.地上主楼抹灰注意事项外墙体与混凝土柱,梁相接处用1厚钢板网(网孔尺寸10×10mm)外敷后再粉刷砂浆,搭接宽度大于300；内墙及外墙体内侧与柱、梁相接处采用300宽160克/m耐碱玻纤网格布加强(石膏板砌体取消)。内外墙体砌筑砂浆应饱满,做好分格缝，防止外墙粉刷开裂；顶层框架填充墙应满铺钢板网粉刷;消防电梯集水坑内墙体粉刷为1：2水泥砂浆内加10%防水剂;内墙阳角处均应用1:2水泥砂浆护角,每边宽度80,高度不小于2000;6.质量标准 （1）抹灰前如遇到雨季施工时，砌筑完成和抹灰之间的间隔时间要视墙面的干燥程度适当延长。 （2）抹灰前应先用钢丝刷将墙面满刷一遍，清除影响砂浆与墙面粘附力的松散物、浮灰和污物，将粉状物清25n掉。为避免抹灰砂浆厚薄差异太大而引起开裂、空鼓，应将墙面低凹处修正补平。抹灰前检查灰缝，将饱满度不够的灰缝补满。 （3）砌体抹灰前，对基层进行刷专用界面剂处理。经界面剂处理后的墙体要及时养护，待达到一定强度后，根据设计的抹灰厚度做灰饼。 （4）抹灰砂浆的选用与加气混凝土砌块材质相适应，保水性要好，选用加气混凝土块专用抹灰砂浆。 （5）底层灰要用抹子刮上墙，带有一定压力的砂浆被挤进孔或缝内形成犬牙交错的连接，既有利于抹灰层与墙面的共同工作，又能使底灰适应基层的变形。 （6）底层灰稍干后检查无空鼓、裂纹现象后，即进行中层抹灰，砂浆可选用1：1：4的水泥混合砂浆，若中层抹灰过厚，则应分层涂抹，每层时间间隔在24h以内。待中层抹灰达7成干后，即可抹面层灰，抹灰时须压实抹光。 （7）抹灰完成后，要做好防雨遮盖，避免雨水直接冲淋墙面，受日照直射墙体，要做好遮阳处理，必要时用 喷雾器喷水养护。抹灰墙面允许偏差：序号项目允许偏差（mm）检验方法抽检数量1立面垂直度32m垂直检测尺检查检验批的20%，且不应小于5处2表面平整度32m靠尺和塞尺检查检验批的10%，且不应小于5处3阴阳角方正3直角尺检查检验批的10%，且不应小于5处4分隔条（缝）直线度3拉5m线，不足5m拉通线，用钢直尺检查检验批的10%，且不应小于5处5墙裙、勒角上口直线度3拉5m线，不足5m拉通线，用钢直尺检查检验批的10%，且不应小于5处专用抹面砂浆的质量标准详见《合建质安监[2011]11号》附录。7.地上裙楼抹灰注意事项1）外墙体与混凝土柱,梁相接处用1厚钢板网（网孔尺寸10×10mm）外敷后再粉刷砂浆,搭接宽度大于300；内墙及外墙体内侧与柱、梁相接处采用300宽160克/m耐碱玻纤网格布加强。防止外墙粉刷开裂；顶层框架填充墙应满铺钢板网粉刷;2）内墙阳角处均应用1:2水泥砂浆护角,每边宽度80,高度不小于2000;3）25n防潮层：20厚1：2水泥防水砂浆（内掺水泥重5%防水剂）位于-0.06处（当混凝土地梁与室内地坪同高时可不设）；外墙与地面交接处外粉水泥砂浆内加5%防水剂；4）所有外墙面凸出部分及雨棚、挑檐、阳台板底均做成品PVC滴水槽（10×8）；5）卫生间相邻墙面用防水砂浆粉刷；二层下沉式卫生间楼面加做一道防水层，然后用15厚1:2水泥砂浆找平层,（1.5厚环保型聚氨酯防水涂膜，沿墙脚上翻至地坪完成面300）,防水面层用15厚1:2水泥砂浆找平层6）凡卫生间楼地面比相邻房间楼地坪低50,室外平台比相邻室内楼地面低15,且以缓坡过渡，并向地漏或雨水口方向做出1%泛水坡度,以利排除积水;7）空调机房等有水设备间楼地面均做地面防水：混凝土底板上15厚1:2水泥砂浆找平层（然后1.5厚环保型聚氨酯防水涂膜，沿墙脚上翻500）,防水面层用15厚1:2水泥砂浆找平层。相邻墙面用防水砂浆粉刷；五、施工要点1.冬期施工温度最低不低于5℃。2.抹灰前基层处理，必须经验收合格，并填写隐蔽工程验收记录。3.不同材料基体交接处表面的抹灰，采用钢板网时，钢板网与各基体的搭接宽度不应小于15Omm，砼加气块每侧搭接250耐碱网格布。4.注意防止出现空鼓、开裂、脱落。（1）基体表面要认真清理干净，浇水湿润。（2）基体表面光滑的要进行毛化处理。（3）准确控制各抹灰层的厚度，防止一次抹灰过厚。（4）大面积抹灰应分格，防止砂浆收缩，造成开裂。（5）加强养护。5.注意防止阳台、雨罩、窗台等抹灰面水平和垂直方向出现不一致。（1）抹灰前拉通线，吊垂直线检查调整，确定抹灰层厚度。（2）抹灰时在阳台、雨罩、窗口、柱垛等处水平和垂直方向拉通线找平、找正套方。6.注意防止抹灰面不平整，阴阳角不方正、不垂直。25n（1）抹灰前应认真对整个抹灰部位进行测量，确定抹灰总厚度，对坑凹不平的应分层补平。（2）抹阴阳角时要充筋，并使用专用工具操作以控制其方正。六、质量通病防治抹灰工程质量通病及预防措施序号质量通病名称产生原因分析应采取的预防措施通病发生后纠正措施1砖墙、混凝土基层抹灰空鼓、裂缝基层清理不干净或处理不当；配制砂浆和原材料质量差，使用不当；基层偏差较大，一次抹灰过厚，干缩率大；门窗框两边塞灰不严，预埋固定木砖间距过大或松动；清除基层表面砂浆残渣污垢、隔离剂油污、析盐、泛碱；预先堵严抹平墙面孔洞、线槽等缺陷；不同基层材料铺钉金属网；抹灰前墙面应浇水；严格控制原材料及砂浆质量；局部抹灰较厚时，分若干次抹平，一次抹灰厚度控制在7mm范围内；在裂缝位置，用乳胶贴薄尼龙纱布修补，再刮腻子刷（喷）浆2轻质隔墙抹灰空鼓、裂纹施工操作不当；板缝粘结砂浆挤压不严，不饱满；条板上下端与楼层粘结不严；墙体整体性和刚度较差；认真清理基层，并根据板材特性采用合理的施工方法；保证条板上下端与楼层粘结密实；保证墙体的整体性与刚度；进行局部修补3抹灰面起泡、开花、有抹纹抹完罩面灰后，压光过早；底子灰过分干燥，罩面前未处理；石灰膏中含有杂质或未熟化完全；严格按施工操作规程施工；根据不同的罩面方式选择不同的施工工艺；石灰膏淋灰时用不大于3×3mm孔的筛子过滤，熟化时间不少于30天；进行局部修补4抹灰不平，阴阳角不垂直、不方正抹灰前挂线、做灰饼和冲筋不认真；房间按规矩找方，吊垂线做灰饼（间距1.5-2m）；冲筋宽度为10cm左右，其厚度与灰饼相平；冲筋后注意控制抹灰时间，抹灰时随时检查角的方正；修整5混凝土顶板抹灰空鼓、裂缝基层清理不干净，抹灰前浇水不透；预制楼板相邻板高低偏差大，造成抹灰厚薄不均；楼板安装排缝不匀，灌缝不密实，整体性差；砂浆配合比不当；清理基层表面杂物，提前浇水润湿，预先处理基层缺陷；严格控制预制楼板的安装质量，板底高低差≤5mm；灌缝前清扫干净，用C20的豆石混凝土振捣密实；砂浆配合比严格按规范及设计要求施工；进行局部修补25n6板条顶棚抹灰空鼓、开裂顶棚基层木材材质差，抹灰后产生较大挠度；板条施工马虎，造成板条吸水膨胀和应力集中；各层灰浆配合比和操作不当；加强进场材料的质量控制；严格执行工艺标准；抹灰灰浆水灰比不能过大，控制好各层灰浆的施工时间；在裂缝位置，用乳胶贴薄尼龙纱布修补，再刮腻子刷（喷）浆7外墙面接槎有明显抹纹，色泽不匀墙面没有分格或分格太大，留槎位置不正确；罩面灰压光操作方法不当；砂浆原材料不一致，未统一配料，基层或底层浇水不匀；墙面按规范和设计进行分格，接槎位置留在分格条或阴阳角、落水管处；按操作规程进行施工；严格控制砂浆配合比；修补8雨水污染墙面在窗台、雨蓬、阳台、压顶、突出腰线等部位没有做好流水坡度或未做滴水线槽；排水坡和滴水线按规范和设计施工；窗框塞缝密实，内窗台抹灰高于外窗台，严防雨水渗漏；修补9阳台、雨蓬、窗台等抹灰饰面在水平和垂直方向不一致现浇混凝土和构件安装偏差大；施工时未拉水平和垂直通线；结构施工时，在水平和垂直两个方向拉通线；严格控制窗的安装质量；抹灰前应在阳台、阳台分户隔墙板、雨蓬、柱垛、窗台等处在水平和垂直方向拉通线找平找正，每步架贴灰饼，再进行抹灰修整10分格缝不直不平，缺棱错缝在底灰上未拉通线弹水平和垂直分格线；木分格条浸水不透，使用时变形；粘贴分格条和起条时操作不当，造成缝口两边缺棱角或错缝；按工艺标准施工；木分条使用前要泡透；修整七、质量标准1.主控项目（1）抹灰前基层表面的尘土、污垢、油渍等清除干净，并应洒水湿润。（2）一般抹灰所用材料的品种和性能应符合设计要求。水泥的凝结时间和安定性复检应合格。砂浆的配合比应符合设计要求。（3）抹灰工程应分层进行。抹灰层与基层之间及各抹灰层之间必须粘结牢固，内外墙面均采用素水泥浆加108胶进行甩浆处理，加强抹灰与基层的粘结力，抹灰层应无脱层、空鼓，面层应无爆灰和裂缝。2.一般项目25n（1）普通抹灰表面应光滑、洁净、接槎平整、分格缝应清晰。（2）护角、孔洞、槽、盒周围的抹灰表面应平整、光滑；管道后面的抹灰表面应平整。（3）抹灰层的总厚度应符合设计要求；水泥砂浆不得抹在石灰砂浆层上；（4）抹灰分格缝的设置应符合设计要求，宽度和深度应均匀，表面应光滑，棱角应整齐。（5）有排水要求的部位应做滴水线（槽）。滴水线（槽）应整齐顺直，滴水线应内高外低，滴水槽的宽度和深度均不应小于10mm。（6）抹灰工程质量的允许偏差和检验方法应符合下表要求：抹灰的允许偏差和检验方法项次项目允许偏差（mm）检验方法1立面垂直度3用2mm垂直检测尺检查2表面平整度3用2mm靠尺和塞尺检查3阴阳角方正4用直角检测器检查4分格条（缝）直线度4拉5m线，不足5m拉通线，用钢直尺检查5墙裙、勒脚上口直线度4拉5m线，不足5m拉通线，用钢直尺检查八、质量保证措施1.所有原材料必须有出厂合格证或材质证明书及复验报告，不合格产品严禁使用。提前做好砂浆的试配工作。2.加强原材料及半成品的标识工作，各种材料、半成品应标识清楚，分类堆码。3.严格执行“三检制”实施跟踪检查，发现问题及时整改，严禁事后砸墙。自检要做好文字记录。对操作人员，实行定岗定人，挂牌施工，层层把关。砌筑工程质量控制程序图:25n抹灰工程质量控制程序图:25n4.砂浆的搅拌严格按施工配合比进行施工，各种原材料的掺量应严格控制，并由专职质检员和试验人员进行监督检查。25n5.施工前，由项目技术负责人组织召开有班组长参加的技术交底和质量交底会议，并要求落实到第一操作人员，使操作人员明确分工，按规范施工。同时做好书面交底记录。6.加强对材料运输的管理工作，特别是砌体的运输应注意不得使砌体确楞少角，影响砌体观感质量。7.严格奖罚制度，使施工质量与经济效益挂钩，并签定责任状，做到奖罚分明。8.严格控制门窗及洞口位置及标高，避免出现返工现象。9.在抹灰工程施工前，必须将各类安装管线、开关盒安装完毕，并对其进行处理后方可进行抹灰施工。10.抹灰前注意对基层的处理工作，并严格按本设计要求湿水。11.抹灰必须按设计分层进行，严禁一次成活。12.在砌体开始大面积施工之前，先做一个示范样板，经过业主、监理验收合格后，统一操作要求，再开展大面积砌体工程。13.砌体完成后应及时清理干净，保证外观质量，同时做到工完场清。14.切割砌块应使用手锯，不得用斧子、瓦刀、凿子等任意砍劈。15.砌筑外墙时，不得留脚手眼。16.加气混凝土砌块墙每天砌筑高度不宜超过1.8m。九、成品保护措施1.对己完成的抹灰工程应采取隔离、封闭或看护等措施加以保护。2.抹灰前应将木制门、窗口用铁皮、木板或木架进行保护，塑钢或金属门、窗口用贴膜或胶带贴严加以保护。抹完灰后要对已完工的墙面及门窗口加以清洁保护，如门窗口原保护层面有损坏的要及时修补确保完整直至竣工交验。3.在施工过程中，搬运材料、机具以及使用手推车时，要特别小心，防止碰、撞、磕划墙面、门、窗口等。后期施工操作人员严禁蹬踩门、窗口、窗台，以防损坏棱角。4.抹灰时对预埋件、线槽、盒、通风蓖子、预留孔洞应采取保护措施，防止施工时灰浆漏人堵塞。25n5.拆除脚手架、跳板、高马凳时要加倍小心，轻拿轻放，集中堆放整齐，以免撞坏门、窗口、墙面或棱角等。6.当抹灰层末充分凝结硬化前，防止快干、水冲、撞击、振动和挤压，以保证灰层不受损伤和有足够的强度。7.施工时不得在楼地面上和休息平台上拌合灰浆，对休息平台、地面和楼梯踏步要采取保护措施，以免搬运材料或运输过程中造成损坏。8.根据温度情况，加强养护。十、安全文明施工1.安全施工1）坚持安全教育、安全交底制度，工人必须进行安全教育、收到书面安全交底后，方可进行施工操作；2）坚持安全检查制度，定期或不定期对施工安全进行检查，发现问题及时整改。对安全帽、安全网、安全带要定期检查，不符合要求的严禁使用。3）正式施工操作前，应对临时脚手架、跳板等安全设施进行检查，杜绝一切安全隐患。4）进入施工现场必须戴好安全帽。5）在同一垂直面内上下交叉作业时，必须设置安全隔板，下方操作人员必须配戴安全帽。6）做好“四口、五临边”的安全防护工作，砌体砌筑时，无论是主体施工操作层还是砌筑抹灰作业层都要在外架上设置挡脚板；7）脚手架上堆料量不得超过规定荷载，加气块严禁堆放在外架上。8）施工外架的搭设必须由专业队伍按外架施工作业设计搭设，经验收合格后方可使用。内操作架的搭设必须符合相关要求，内抹灰必须按要求搭设作业架（门式架、马凳或简易满堂钢管架等），不得用砌块或其它小型材料临时搭设；9）砍砖时应面向内打，注意碎砖跳出伤人。10）不准用不稳固定工具或物体在脚手板面垫高操作，更不准在未经过加固定情况下，在一层脚手架上随意再叠加一层。25n11）搅拌机由专人进行操作，非操作人员不得操作搅拌机。12）室内抹灰采用高凳上铺脚手板时，宽度不得少于两块(5Ocm)脚手板，间距不得大于2m，移动高凳时上面不得站人，作业人员最多不得超过2人。高度超过2m时，应由架子工搭设脚手架。13）室内施工使用手推车时，拐弯时不得猛拐。14）作业过程中遇有脚手架与建筑物之间拉接，未经同意，严禁拆除。必要时由架子工负责采取加固措施后，方可拆除。15）卸料平台通道的两侧边安全防护必须齐全、牢固。16）脚手板不得搭设在门窗、暖气片、洗脸池等承重的物器上。17）夜间或阴暗作业，应用36V以下安全电压照明。18）遇有恶劣气候(如风力在六级以上)，影响安全施工时，禁止高空作业。高空作业衣着要轻便，禁止穿硬底鞋和带钉易滑鞋上班。19）施工现场的脚手架、防护设施、安全标志和警告牌，不得擅自拆动，需拆动应经施工负责人同意，并由专业人员加固后拆动。2.文明施工1）施工垃圾要集中堆放，严禁将垃圾随意堆放或抛撒。施工垃圾应由合格消纳单位组织消纳，严禁随意消纳。2）大风天严禁筛制砂料、石灰等材料。3）砂子、石灰、散装水泥要封闭或苫盖集中存放，不得露天存放。4）清理现场时，严禁将垃圾杂物从窗口、洞口、阳台等处采用抛撤运输方式，以防造成粉尘污染。5）施工现场应设立合格的卫生环保设施，严禁随处大小便。6）施工现场使用或维修机械时，应有防滴漏泊措施，严禁将机油滴漏于地表，造成土壤污染。清修机械时，废弃的棉丝(布)等应集中回收，严禁随意丢弃或燃烧处理。25n7）严格按照现场总平面布置图布置搅拌机、仓库、材料堆场等，以免造成混乱。操作地点和周围各种材料堆场整齐干净；不污染成品门窗、管道、卫生器具等；现场道路及排水必须保持畅通，保证物资的顺利进出场。施工现场场地无施工垃圾、生活区无生活垃圾。对水泥等主要原材料实行限额领料，对现场搅拌砂浆等材料要求用多少拌多少、拌多少用多少，严禁浪费。工作面切实作到工完场清，砼、灰浆搅拌机、泵、管洗刷清。内部资料仅供参考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#&ks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