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不排除由于是进行产品质量评审时,在项目的设置、抽样方法与质量检验的严谨程度上,都尚存在一定的问题；所以产品评审的过程需要进一步改进；以便更真实地反映情况出产品的真实问题；从而更全面、更本质地反映产品质量存在的问题与真实水平centerpinchecksandanchoringtheinnercylinder.AccordingtoWhilecouplingalignmentshouldkeepoiloutofcavityandlocatetherotoraxisneckraisedarewithintheprescribedlimits,thereshouldbenogaps,Horn,HornandHorn0.05mmfeelergaugesfitinto.Centercoupling,condenserwaterfillingandwater-filledaccordingtofactoryrequirement.ForcouplingthreesupportedrotorCenter,themouthunderthecouplingbetweenthevalueshouldbeasstipulatedinthemanufacturer,usually0.15~0.25mm.Inthecaseofcouplingconnection,ifpossible,liftingonlyonebearingendofthesupportbearingoftherotor,removethebearing,fittedwithspecialtilesandspecialliftingtools,discrotors,checkthejournalfluttertile,shouldgenerallybelessthan0.10MM.Whenthecouplingsandrotorcomeswhenthereisaconflict,thecouplingCentreshallprevail.6.4.5.2.2shaftlookingfor:...6.4.5.3.Provisionalboltconfirmedthepositioningoftherotorsize,aswellasthecouplingbetweentheadjustmentshimthicknessaccuracy,drawingstomeetthetechnicalrequirements.Plane,cylindricalandcleanthecouplingboltholesshouldbecleanandwithoutburrs,scrapironandgrease-free,relativepositionofthecouplingaccordingtothedrawingrequirementsare.Couplingtopscrews,rounddistanceapart,indicatorstomonitormovementoftheaircraft,itsvalueisallowedtopassthevalueaxismoving,mountedadjustmentpads,notepadsinstallationdirectionguidepincouplingwithprocessendclosed.Thebackwheelsslowlytightened,when2mmorso,withstandardwhitebarswheretwobackwheelboltholemeasurementaboveandbelow,confirmtwobackwheelboltholeconcentricity.Then,thesymmetricalhorizontalmounttwotemporaryboltstightened,attentiontomonitordialindicator,theninstallthesymmetricaltemporarybolts,thistimesitesslowlymovingrotor,inthemeasuredcircumferenceof8equalpartsbackwheelrimrock,eachmeasuringrelativechangesinvalueshouldbelessthan0.02mm.6.4.5.4couplingreamedandpairedboltreamingdiereamer,adjustablereamers,boringmill,inseveralways.6.4.5.4.1Generalrequirementsbeforereamingorboring,防水混凝土工程施工方案长沙市五城会建设指挥部：防水混凝土结构工程质量的优劣，除取决于优良的设计、材料的性质及配合成分以外，还取决于施工质量的好坏。因此，对施工中的各主要环节，如混凝土搅拌、运输、浇筑、振捣、养护等，均应严格遵循施工及验收规范和操作规程的规定进行施工。施工人员应树立保证工程质量的责任心，对施工质量要高标准、严要求，做到思想重视、组织严密、措施落实、施工精细。施工准备1、编制施工组织设计，选择经济合理的施工方案，健全技术管理系统，制定技术措施，落实技术岗位责任制，做好技术交底，以及质量检验和评定的准备工作。2、进行原材料检验，各种原材料必须符合规定标准；备足材料，并妥善保管，按品种、规格分别堆放，注意防止骨料中掺混泥土等污物。3、将需用的工具、机械、设备配备齐全，并经检修试验后备用。4、进行防水混凝土的试配工作，根据设计抗渗等级，提高0.2N/mm2进行试配，在此基础上选定施工配合比，选定商品砼生产厂家。5、做好基坑排水的工作，要防止地面水流入基坑，以避免在带水或带泥浆的情况下，施工防水混凝土结构。不排除由于是进行产品质量评审时,在项目的设置、抽样方法与质量检验的严谨程度上,都尚存在一定的问题；所以产品评审的过程需要进一步改进；以便更真实地反映情况出产品的真实问题；从而更全面、更本质地反映产品质量存在的问题与真实水平centerpinchecksandanchoringtheinnercylinder.AccordingtoWhilecouplingalignmentshouldkeepoiloutofcavityandlocatetherotoraxisneckraisedarewithintheprescribedlimits,thereshouldbenogaps,Horn,HornandHorn0.05mmfeelergaugesfitinto.Centercoupling,condenserwaterfillingandwater-filledaccordingtofactoryrequirement.ForcouplingthreesupportedrotorCenter,themouthunderthecouplingbetweenthevalueshouldbeasstipulatedinthemanufacturer,usually0.15~0.25mm.Inthecaseofcouplingconnection,ifpossible,liftingonlyonebearingendofthesupportbearingoftherotor,removethebearing,fittedwithspecialtilesandspecialliftingtools,discrotors,checkthejournalfluttertile,shouldgenerallybelessthan0.10MM.Whenthecouplingsandrotorcomeswhenthereisaconflict,thecouplingCentreshallprevail.6.4.5.2.2shaftlookingfor:...6.4.5.3.Provisionalboltconfirmedthepositioningoftherotorsize,aswellasthecouplingbetweentheadjustmentshimthicknessaccuracy,drawingstomeetthetechnicalrequirements.Plane,cylindricalandcleanthecouplingboltholesshouldbecleanandwithoutburrs,scrapironandgrease-free,relativepositionofthecouplingaccordingtothedrawingrequirementsare.Couplingtopscrews,rounddistanceapart,indicatorstomonitormovementoftheaircraft,itsvalueisallowedtopassthevalueaxismoving,mountedadjustmentpads,notepadsinstallationdirectionguidepincouplingwithprocessendclosed.Thebackwheelsslowlytightened,when2mmorso,withstandardwhitebarswheretwobackwheelboltholemeasurementaboveandbelow,confirmtwobackwheelboltholeconcentricity.Then,thesymmetricalhorizontalmounttwotemporaryboltstightened,attentiontomonitordialindicator,theninstallthesymmetricaltemporarybolts,thistimesitesslowlymovingrotor,inthemeasuredcircumferenceof8equalpartsbackwheelrimrock,eachmeasuringrelativechangesinvalueshouldbelessthan0.02mm.6.4.5.4couplingreamedandpairedboltreamingdiereamer,adjustablereamers,boringmill,inseveralways.6.4.5.4.1Generalrequirementsbeforereamingorboring,模板1、板应平整，且拼缝严密不漏浆，并应有足够的刚度、强度，吸水性要小，因此该工程所用模板采用12mm厚塑石竹爽板，模板带采用80mmX60mm杉木方。2、模板支撑采用钢管扣件支撑，立杆支撑和水平支撑的间距为80cm-100cm，顶端采用双扣件，以保证模板构造牢固稳定，满足拌和物的侧压和施工荷载并且装拆方便。3、固定模板采用φ12圆钢止水螺杆，在螺栓上加焊止水环三道，做到焊缝密实牢固，螺杆两端采用双蝴蝶扣和双螺帽紧固。（1）拆模后沿混凝土结构边缘将螺栓割断。此法将消耗所用螺栓。螺杆排距和上下的间距为500cm。（2）预埋套管加焊止水环做法套管采用钢管，其长度等于墙厚（或其长度加上两端垫木的厚度之和等于墙厚），兼具撑头作用，以保持模板之间的设计尺寸。止水环在套管上满焊严密。支模时在预埋套管中穿入对拉螺栓拉紧固定模板。拆模后将螺栓抽出，套管内以膨胀水泥砂浆封堵密实。套管两端有垫木的，拆模时连同垫木一并拆除，除密实封堵套管外，还应将两端垫木留下的凹坑用同样方法封实。（3）止水环撑头做法这种做法不但能保证结构厚度，还能延长渗水路线，增加对渗透水的阻力，适用于抗渗要求较高的结构。止水环与螺栓应满焊严密，两端止水环与两侧模板之间增加20mm厚垫木，拆模后除去垫木，沿止水环平面将螺栓割掉，凹坑以膨胀水泥砂浆封