地脚螺栓标准

版号A 发BCD·CSD4– 1/A、2/A……,1/B、2/B……,1/C、2/C……。本规定（BCD·CSD4-2000）2000120日起实施。 附 附件A:地脚螺栓标准(CSD4-2000)附件B:地脚螺栓标准(CSD4(E)-2000) 第 页共1了十三圭芯令斗 明修 设计校核审核审定顶目经埋日明

C

丁hisdrnwingisthepcopetyofC曰INAHUANQIUCHEMICALENGINEERINGCORP(C曰QCEC),unauthorizeddiscosuretoanythirdpartyordup1·cat·on·snotpernnitted口—

甲级证书编 CHINAHUANQIUCHEMICALENGINEERING顶

GRADEOF

CLASS

CERTIFICA丁裴置及工UNIT&WORK1998

DRAWING比例第1张共18

肆严栓标XXXX—XXX—XX—XXXXXY—八八

2张共

ProjectNo.:

123456789

111111111111111111

灌浆灌浆灌浆拧紧螺母所需的螺母长度，1个螺母时用E1，2灌浆为减少螺栓类型，凡理论露出长度<200m时，当实际露出长度200时，螺纹和螺栓露出长度相同。当实际露出长度>200200m。

27时150(当¯27~45时 度¯¨¨¨¨¨¨20¨¨¨¨¨¨¯净面¯净面积sem¯¯s8233334445567788999

螺 垫

-螺栓：标准GB5780- -螺母：标准GB41--垫圈：标准GB95-通过调整ˆH”来控制露出长度ˆS”涨锚螺栓（¯16）用于轻型和非震动设备（管道支架，空调器，过滤器等屈服点：235N/mm2(¯4ˆU1˜和ˆU2˜4∅H螺栓重ˆˆB1˜型和ˆB2˜HH

①灌浆:2/7④仅当浇灌基础混凝土没有U1,U2型螺栓时,B1,B2H螺栓重¯LEaˆS˜SSHH44∅H板螺栓重量e88888888说明:如果需要,钢套管可用PVC管代替ˆY˜∅板 S重重重说明:①套管盖板焊好后发货ˆT1˜和ˆT2˜∅HJHSˆW1˜和ˆW2˜HS②¯③H螺栓重②W2-∅-S1-S2-H（W2-10-75-110-（150×150×10④钢套管或PVC管由土建施工单位提供HS5HS5ˆZ˜∅H A型滑动说明⑤20mm厚碌丁橡胶+1mm厚聚四露乙烯11ABCEhs123456789竿勹竿勹三／叩i 勹三／叩i尸王尸气勹芦至懿军气勹芦至懿军 军||4`空空 忑女去

三1 、三1三＠／＠滑动板心＠／＠A1『A1｀｀仍田仁田B B-/

CC "B"型；动 修 设计校核审核审定顶目经理日

丁厅sd,ow;ng;sthepropertyofC曰INAHUANQIUC曰EMICALENGINEERINGCORP.(C曰QCEC),unauthorizedd·sclosu,etoanyth-,dpodyo,dupl'cationisnotpenitted勹勹CHINAHUANQIUCHEMICALENGINEERING顶

GRADEOFOUALIFICA丁

CLASS

CERTIFICA丁

01001UNIT&WORK1998

比 第15张共18

DRAWING图

xxxx-xxx—XX—xxxxxx-

八B型滑动板表N¯eABCDEsh¯123456789重叠式卧式设备的滑动板类型ˆC˜型表NABCDEhs∅FG1-2-3-4-5-6-7-89重叠式卧式设备的滑动板类型ˆC˜1~7号设 8~45号设勹七七呈丈令习STANDSFORANCHOR ＜二明说修 设计校核审核审定顶甘符埋H明说

DESCRIP

AU

PROJ,

丁h·sdrawing·sthepropertyofCHINA日UANQIUCHEMICALENGINEERINGCORP.(C曰QCEC),unauthorizeddisclosuretoanythirdpartyordup1·cationisnotpernnitted[1— C曰NAHUANQIUCHEMICALENGINEERING项

GRADEOFQUALIFICA丁

严RT飞卢;;g01001裴眢及工UNIT&WORK1998北京专

图DRAWING比 第1张共18张图

STANDSFORANC廿ORXXXX—XXX—XX—XXXXXX—八BWING八

PAPERLISTFOR22ofNUMBEROFDOCUMENT1STANDSFORANCHOR12PAPERLISTFOR13NOTEFORANCHOR14NOTEFORANCHOR15NOTEFORANCHOR16NOTEFORANCHOR17ANCHORBOLTSTYPE18ANCHORBOLTSTYPE19ANCHORBOLTSTYPE1ANCHORBOLTSTYPE1ANCHORBOLTSTYPE1ANCHORBOLTSTYPE1ANCHORBOLTSTYPE1SLIDINGPLATETYPE1SLIDINGPLATETYPE1SLIDINGPLATETYPE"B"1SLIDINGPLATETYPE"C"1SLIDINGPLATES&R.C.SUGGESTEDSADDLETYPE"C"1TheoreticalprojectionisattainedbyThethicknessofgroutingThethicknessofthe tobeanchored(plate,box,frame PlateE-Theheightofthethreadedpartrequiredfortighteningofthenuts:E1for1nut,E2PlateE-Toreducethenumberofbolttypologies,fortheoreticalprojections200mmanactualprojectionaspertableherebelow,shallbeTobeusedinparticularcircumstancesunder whichthestandardProjectioncannotbeadopted(e.g.:duetoimpossibilitytotightthenuts).Therelevantvaluesarealsogiveninthetableherebelow.

Foractualprojectionlength200mmthethreadinglengthcorrespondstotheprojectionlength.Foractualprojectionlength>200mmthethreadinglengthshallbe200mmminimum.

PROJECTIONRESUME

IndefiningboltprojectionAlwaysverifythepossibilityofscrewingonthenutNOTEFORANCHORBOLTSTOBE¯¨HORIZONTAL&¨ALVESSELSWITH¨¨¨¨ or¨ STEELLEGSSUPPORTS¨¨¨PIPE¨ ¨ CONCRETESLABOR

NOTEFORANCHORHTFORor2∅sem¯¯s8233334445567788999*DiametersrecommendedforNOTEFORANCHORBolt BurialÒH”tobeindicatedonlyifnotMaterialshallbecomplywiththeBolt -Bolts:CodeGB5780-1 Projection -Nuts:CodeGB41-Grout:a)forequipmentwithweight<2500kgorbasearea<2.5m2,cementgrout(500kgcementperm3)b)forequipmentwithgreaterweightorarea:non–shrinkingAllboltsshallbecoldmarkedandshallbearfullThethreadedzoneshallbegreasedandwrapped.4)ProjectionÒSÒtoberegulatedoperatingonH.Tolerance:±2mmbothinplanandinelevation.0.5%forSpecificgravityused:7850Installtheboltsusingatemplate(woodforspecialshapes;steelforreusing)ifholesinconcretearenotprovided.UseofboltsYtypeonlyforspecialprecision,iftheuseofatemplateisnotUseexpansionbolts(¯<16mm)forlightandnonvibratingmachinery(pipesupport,airconditions,filters…).Holediameter=boltdiameter+6mmfromM12toM16;8mmfromM20toM24;10mmoverYieldpoint:235N/mm2(¯<16),225N/mm2(40<¯60).Designfigureforresistingtensionstrength:140N/mm2.Boltswithonenuttobeusedunderparticularcircumstancesonly(e.g.:absenceofwindand4ANCHORBOLTSTYPE4∅HANCHORBOLTSTYPEˆB1”&

HanchorH

①Grouting:note1②Thebar(Dxl)shallbesuppliedbycivilcontractor.③Erectionphase:50%tightening;100%tighteningaftergrout④BoltstypeB1-B2aretobeprovidedinsubstitutionoftypeU1-U2onlyincasethatboltsarenotavailablewhenconcretingthefoundationH¯LEaANCHORBOLTSTYPESSeenote1SHH44∅He88888888NOTE:Thesteelsleeve,ifnecessary,maybesubstitutedwithaPVC BOLTSTYPE∅ TYPENOTE:Tobesentwithcap&weldontheANCHORBOLTSTYPEˆT1”&∅HJHS HS②∅③H②①Specificationforthistypeofboltwillalwaysbeindicatedasfollow:W2-∅-S1-S2-H(e.g.:②Steelplate150×150×10suppliedbycivil③Concreteslab④CommercialsteelconduitorPVCshallbesuppliedbycivil⑤Bolttobethreadedfortheprojectionslength(S1&HS5HS5∅H ①Usedforreducingofthermalstress(reducesthefrictioncoefficentto0.1).Permissibleloadis150Kg/cm2.Temperaturevariationrange:-20oCto+70oC.②Sleeve∅3/4ˆ(forhole∅24)and∅1”(forhole③Anchorbolt:diameter=∅20or④Steelplate≠10mm+anti-corrosionplate⑤20mmNeoprene+1mm⑥Theseforcesshouldbecleanedandsand-blastedandperpendicularto1ABCEhs123456789了竿迫＼ :/- ＼ :/-声l,声l飞斗＼飞

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BC-;'-BC SLIDINGPLATE ·SINGLEHORIZONTALE明修 设计校核审核审定顶目经埋日明

C

PROJ.

本图纸为中国寰球化学工程公司财产，未经本公司许可不得转给第三者或复制Th'sdrow;ng;sthepropertyofCHINAHUANQIUCHEMICALENGINEERINGCORP.(CHQCEC),unauthorizeddisclosureto