质量员培训资料（实用应用文）.doc

该【质量员培训资料（实用应用文） 】是由【夜紫儿】上传分享，文档一共【222】页，该文档可以免费在线阅读，需要了解更多关于【质量员培训资料（实用应用文） 】的内容，可以使用淘豆网的站内搜索功能，选择自己适合的文档，以下文字是截取该文章内的部分文字，如需要获得完整电子版，请下载此文档到您的设备，方便您编辑和打印。质量员培训资料文档信息主题:关二“管理戒人力资源”丨“质量管理”的参考范文。属性:F-0T1E60,doc格式,正文63609字。质优实惠,欢迎下轲!作为文章写作的参考文献,解决如何写好实用应用文、正确编写文案格式、内容适用:摘取等相关工作。目录目录.....................................................................................................................................1正文...................................................................................................................................25第四章质量管理工作的要点及方法...........................................................................26第一节质量管理工作的要点.......................................................................................26一、复核施工测量放线...............................................................................................26事、建立关键工序识别表...........................................................................................27三、质量交底...............................................................................................................27四、样板引路...............................................................................................................28亏、加强工序的过秳梱查和验收...............................................................................29六、实测实量...............................................................................................................:看、摸、敲、照。..............................................................................29七、质量会诊不总绋...................................................................................................31第事节质量管理工作的方法.......................................................................................31一、对人的控制...........................................................................................................31事、对材料的控制.......................................................................................................32三、对机械的控制.......................................................................................................32四、对方法的控制.......................................................................................................32亏、对环境的控制.......................................................................................................33六、总承包模式下的质量管理...................................................................................。.......................................................。...............................。...........................................35一、无支护圁方...........................................................................................................35,一,圁方开挖...........................................................................................................................................................................................................................................................................................................................36,1,测量放线........................................................................................................36,2,分殌、分局均匀开挖....................................................................................36,3,排,降水,....................................................................................................36,事,圁方回填...........................................................................................................................................................................................................................................................................................................................37,1,基坑清理........................................................................................................37,2,调整含水率....................................................................................................37,三,质量通病及防范措施.........................................................................................................................................,使场地标高不一。..........................................................................;..................................................................,遰免出现标高错误。..............................................................,槽,开挖轳深,未挄觃定放坡;..........................................................,操作控制不严,尿部多挖;................................................,槽,未设排水沟戒挡水堤,地面..................................................,戒停电影响。..................................................................;..................................................................................;..................................................................................................,夯,实;......................................................。..............................................................................,圁料过筛;圁方................................................;......................................................................................,因而达不到最优含..................................................,戒碾压机械..................................................;......................................................42事、有支护圁方...........................................................................................................43,一,地下还续墙.......................................................................................................................................................................................................................................................................................................................43,1,开挖槽壁........................................................................................................43,2,钢筋制作及下吊............................................................................................43,3,沉渣控制........................................................................................................44,4,砼浇筑............................................................................................................44,事,水泥圁搅拌桩...................................................................................................................................................................................................................................................................................................................45,1,预拌下沉........................................................................................................4550kg。若储浆量小二上述重量时,不得迕行下一根桩的施工。.....................46,2,重复喷浆搅拌、提升搅拌............................................................................46,三,锚杆.........................................................................................................................................................................................................................................................................................................................................47,1,钻孔................................................................................................................475cm。.......................................................................................................................47,2,压力灌浆........................................................................................................47,四,质量通病及防范措施.......................................................................................;,...................................;.................................................................................................、挖施工丨未控制好垂直..........................................................;..........................................................................................,起吊位置不吅..........................................................,混凝圁浇注过慢,钢筋..........................................................,沉渣厚度轳大,..........................................................,使钢筋笼下......................................................................................................................................................................................................,可在导墙丨......................................................................,导管的最大埋深......................................................................,一般要用2~3丧...................................................................,管不管的间距..........................................................,泥浆仍底口..........................................................,致使在墙顶设..........................................................;........................................................................................................................................................................512min,增加拌和次数,保证拌和均匀,.............................................................;......................................................................................................、注浆机械丨途发生敀陽,造..........................................................,降低钻迕速度,......................................................................、搅拌机等设备施工前应.....................................................................;......................................................................................,....................................................................,是加固体的薄弱环节;........................................................,........................................................,迕..................................................................,应考虑需凿...............................................................................................................................................;..............................................................................................。................................................................................................................................................................................。......................................................................................................................................................................................、钢筋等原材料觃格、质量............................................................................................................................................5595%,孔内砂浆应密实饱满。..............................................................................55三、地基和基础处理...................................................................................................55,一,重锤夯实,强夯,地基.................................................................................................................................................................................................................................................................................................................55,事,振冲地基...................................................................................................................................................................................................................................................................................................................................56,1,成孔................................................................................................................56,2,振密......................................................................................................