扣盘式钢管脚手架搭设方案(中英文)

-1-ChinaNovartisInstitutesforBiomedicalResearchCO.,Ltd诺华(中国)生物医学研究有限公司NovartisShanghaiCampusPhaseIConstructionProject诺华上海园区一期建设项目AnimalFacilityConstructionWorks动物房建设工程C-P178-AF(192)-CSF-MS-000230-AMethodstatementofbuckledisscaffolderection扣盘式钢管脚手架搭设方案编制人compliedby:审核人verifiedby:中国电子系统工程第二建设有限公司CESE2日期：2013-09-10Data:2013-09-10-2-目录catalogue1.编制依据compilationbasis2.工程概况projectprofile3.产品介绍productintroduction4.扣盘式脚手架搭设方案scaffolderectionscheme5.施工总体安排constructionarrangement6.搭设步骤erectionsteps7.脚手架搭设安全注意事项scaffolderectionsafetynotes8.附件attachments：Attachment1：附图drawingsAttachment2：证书certificatesAttachment3：受力分析计算书StressanalysiscalculationsAttachment4：工作危险性评估(JHA)-3-1.编制依据compilationbasis*《建筑施工普通脚手架安全技术规定（试行）》的通知Ordinaryconstructionscaffoldingsafetyregulations(Trial)notice*《建筑工程扣件式钢管脚手架安全技术规范》JGJ130-2011ConstructionofsteeltubularscaffoldsafetytechnicalspecificationsJGJ130-2011*《建筑施工高处作业安全技术规范》JGJ80-91*ConstructionworkatheightssafetytechnicalspecificationsJGJ80-91*关于贯彻建设部新颁发的两个脚手架安全技术规范的通知.OntheimplementationoftwonewtechnicalspecificationsforscaffoldingsafetyissuedbytheMinistryofConstructionnotice*有关脚手架施工的技术要求、规范及文件*Forscaffoldingconstructiontechnicalrequirements,specificationsanddocuments*《上海捷超脚手架企业标准》Q/ILNT1-20081.ShanghaiJieChaoscaffoldingenterprisestandardQ/ILNT1-2008*《建筑施工安全检查标准》JGJ59-201*ConstructionsafetyinspectionstandardsJGJ59-2011*《建筑结构荷载规范》GB50009-2001StructuralLoadCodeGB50009-2001-4-2.工程概况projectprofile上海诺华动物房工程位于张江高科，本脚手架方案为针对地下室至C6六层的管井，一共分为7层，由地下室部分和地面以上的6层构成，该区高度为39.4m，脚手架搭设高度为38m，长度为6m，宽度为1.8m，搭设脚手架平台用于管道、风管施工为主，整体项目由M+W管理公司承担项目管理，总包为南通建工，机电施工由中国电子系统工程第二建设有限公司承包。ShanghaiNovartisAFEngineeringislocatedinZhangjiangHi-TechPark.ThisscaffoldschemeisforshaftfromthebasementtoC6,intotal,7layers,consistingthebasementsectionandsixlayersabovetheground,theareaheightis39.4m,scaffolderectionheightis38m,lengthis6m,widthis1.8m,erectionthescaffoldplatformismainlyforpipe,ductconstruction,overallprojectismanagedbytheM+W,theprimecontractorisNTCC,electricalandmechanicalconstructionismadebyCESE2.-5-3.产品介绍productintroduction施工现场使用上海捷超脚手架有限公司生产的扣盘式脚手架。该公司主要生产自行研制、获得国家专利技术的扣盘式脚手架，系中国模板协会成员单位，产品经上海市建筑科学院检测站检验；产品获得上海市高新技术成果转化项目认定办公室颁发的《证书》；公司内部经营团队自有一支脚手架搭设专业施工队伍，为脚手架租凭项目提供搭建服务。ConstructionsiteusesthebucklediscscaffoldofShanghaiJieChaoscaffoldingCo.,Ltd..Thecompanymainlyproducesthebucklescaffoldwhichisresearchedbyitselfandrewardedthenationalpatenttechnology,itisatemplate-basedChinaAssociationmemberunits,productistestedbytheShanghaiAcademyArchitectureinspectionstation;ProductsgetstheCertificatesissuedbyShanghaihigh-techachievementtransformationprojectauthorizationoffice;company'sinternalmanagementteamownaprofessionalscaffoldingerectionconstructionteam,supplyingtheerectionserviceforscaffoldingleaseproject4.扣盘式脚手架搭设方案bucklediscscaffolderectionprogram4.1扣盘式脚手架型材规格及材质bucklescaffoldmaterialspecificationandmaterial立杆：采用直径48×3.5焊管；扣盘为冲压件；VerticalPole:diameter48×3.5weldedpipe;buckleisforthe-6-stampingparts;横杆：采用直径48×3.5焊管；卡钳为冲压件或铸钢件；crossBar:diameter48×3.5weldedpipe;calipersarestampingsorsteelcast;斜杆：采用直径48×3.5或直径40×2.5焊管;斜卡钳为冲压件或铸钢件；Diagonalrod:diameter48×3.5or40×2.5diameterweldedpipe;obliquecalipersarestampingsorsteelcast;脚手板：采用专用型材、钢板网；Scaffoldboards:theuseofspecialprofiles,steelnet;楼梯：采用专用型材、钢板网；Stairs:Thespecialprofiles,steelnet;以上构配件材质均为Q235。ThesecomponentsandpartsaremadeofQ235.4.2本工程扣盘式脚手架构架搭设要求bucklescaffolderectionrequirementsofthisproject4.2.1、采用立杆、横杆、斜杆为主构件，配置楼梯、脚踏板、支撑架、槽钢分割层等构件组装成一组1800（宽）*6000（长）*39000mm（高）的移动脚手架作业平台，钢管尺寸：外径48mm，内劲41mm，壁厚3.5mm，立杆与立杆的纵向间距是1.8m，横向间距0.9m，步距为1.8米，连墙件密度为三步两跨，使用钢管做剪刀撑及水平杆，上下通道使用双扶手，确保施工安全。thepole,bar,inclinedbracingarethemaincomponents,equippedwiththeheavymovingwheels,stairs,pedals,cage,channelsteelsegmentationandothercomponentstobeassembledintoa1800(W)*6000(length)*39000mm(high)mobilescaffoldingworkingplatform,-7-pipesize:externaldiameter48mm,internaldiameter41mm,thickness3.5mm,thespacingbetweentheverticalpoleis1.8mand0.9m,stepis1.8m,usesteelpipetosupportthepipeshafttoavoidtheswingofthesidewall.Usethesteelpipeasthescissorssupportorthehorizontalrod,fortheupanddownaccess,usethedualarmreststoensureconstructionsafety.4.2.2立杆安装应竖直，一般根据预先安放的可调底座确定，立杆杆件的选取应根据工程的高度而定，采用不同种规格的立杆相互搭配使用，立杆应无弯曲，卡盘无变形，对接处不晃动，对接牢固。立竿的垂直偏差，不得大于架高的1/200，全高偏差不得大于100mm；立杆顶端应高出操作平台不少于两个卡盘的高度，作为护栏且应连接牢固。Poleinstallationshouldbevertical,generallyisconfirmedbasedonanadjustablebasewhichisputearly,verticalpoleshouldbeselectedaccordingtotheheightoftheproject,usethedifferentkindsofpoles,thepoleshouldbenobending,chuckisnodistortion,thebuttplaceisnoshaking,buttisfirmly.Theverticaldeviationofverticalpole,shallnotexceed1/200ofrackheight,fullheightdeviationisnotmorethan100mm;poleshouldbehigherthanthetopoftheplatformheightwhichisnotlessthanheightoftwochucks,asGuardrailandshouldbesecurelyconnected.4.2.3横杆安设应做到横平竖直，纵横向水平杆两端与立杆的卡盘连接应位置准确，卡钳与卡盘连接时应逐个采用手锤敲紧连接销，水平杆调平应采-8-用水平尺确定。Crossbarshoulddotheinstallsmoothlyinthetransverseandstraightinthelongitudinal,longitudinalandtransversehorizontalrodendsareconnectedaccuratelywiththepolechuck,whencalipers