版號A 發(fā)BCD·CSD4– 1/A、2/A……,1/B、2/B……,1/C、2/C……。本規(guī)定（BCD·CSD4-2000）2000120日起實施。 附 附件A:地腳螺栓標準(CSD4-2000)附件B:地腳螺栓標準(CSD4(E)-2000) 第 頁共1了十三圭芯令斗 明修 設計校核審核審定頂目經(jīng)埋日明

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

甲級證書編 CHINAHUANQIUCHEMICALENGINEERING頂

GRADEOF

CLASS

CERTIFICA丁裴置及工UNIT&WORK1998

DRAWING比例第1張共18

肆嚴栓標XXXX—XXX—XX—XXXXXY—八八

2張共

ProjectNo.:

123456789

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灌漿灌漿灌漿擰緊螺母所需的螺母長度，1個螺母時用E1，2灌漿為減少螺栓類型，凡理論露出長度<200m時，當實際露出長度200時，螺紋和螺栓露出長度相同。當實際露出長度>200200m。

27時150(當ˉ27~45時 度ˉ¨¨¨¨¨¨20¨¨¨¨¨¨ˉ凈面ˉ凈面積semˉˉs8233334445567788999

螺 墊

-螺栓：標準GB5780- -螺母：標準GB41--墊圈：標準GB95-通過調(diào)整?H”來控制露出長度?S”漲錨螺栓（ˉ16）用于輕型和非震動設備（管道支架，空調(diào)器，過濾器等屈服點：235N/mm2(ˉ4?U1?和?U2?4?H螺栓重??B1?型和?B2?HH

①灌漿:2/7④僅當澆灌基礎混凝土沒有U1,U2型螺栓時,B1,B2H螺栓重ˉLEa?S?SSHH44?H板螺栓重量e88888888說明:如果需要,鋼套管可用PVC管代替?Y??板 S重重重說明:①套管蓋板焊好后發(fā)貨?T1?和?T2??HJHS?W1?和?W2?HS②ˉ③H螺栓重②W2-?-S1-S2-H（W2-10-75-110-（150×150×10④鋼套管或PVC管由土建施工單位提供HS5HS5?Z??H A型滑動說明⑤20mm厚碌丁橡膠+1mm厚聚四露乙烯11ABCEhs123456789竿勹竿勹三／叩i 勹三／叩i尸王尸氣勹蘆至懿軍氣勹蘆至懿軍 軍||4`空空 忑女去

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CC "B"型；動 修 設計校核審核審定頂目經(jīng)理日

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

GRADEOFOUALIFICA丁

CLASS

CERTIFICA丁

01001UNIT&WORK1998

比 第15張共18

DRAWING圖

xxxx-xxx—XX—xxxxxx-

八B型滑動板表NˉeABCDEshˉ123456789重疊式臥式設備的滑動板類型?C?型表NABCDEhs?FG1-2-3-4-5-6-7-89重疊式臥式設備的滑動板類型?C?1~7號設 8~45號設勹七七呈丈令習STANDSFORANCHOR ＜二明說修 設計校核審核審定頂甘符埋H明說

DESCRIP

AU

PROJ,

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

GRADEOFQUALIFICA丁

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圖DRAWING比 第1張共18張圖

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

IndefiningboltprojectionAlwaysverifythepossibilityofscrewingonthenutNOTEFORANCHORBOLTSTOBEˉ¨HORIZONTAL&¨ALVESSELSWITH¨¨¨¨ or¨ STEELLEGSSUPPORTS¨¨¨PIPE¨ ¨ CONCRETESLABOR

NOTEFORANCHORHTFORor2?semˉˉs8233334445567788999*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(ˉ<16mm)forlightandnonvibratingmachinery(pipesupport,airconditions,filters…).Holediameter=boltdiameter+6mmfromM12toM16;8mmfromM20toM24;10mmoverYieldpoint:235N/mm2(ˉ<16),225N/mm2(40<ˉ60).Designfigureforresistingtensionstrength:140N/mm2.Boltswithonenuttobeusedunderparticularcircumstancesonly(e.g.:absenceofwindand4ANCHORBOLTSTYPE4?HANCHORBOLTSTYPE?B1”&

HanchorH

①Grouting:note1②Thebar(Dxl)shallbesuppliedbycivilcontractor.③Erectionphase:50%tightening;100%tighteningaftergrout④BoltstypeB1-B2aretobeprovidedinsubstitutionoftypeU1-U2onlyincasethatboltsarenotavailablewhenconcretingthefoundationHˉLEaANCHORBOLTSTYPESSeenote1SHH44?He88888888NOTE:Thesteelsleeve,ifnecessary,maybesubstitutedwithaPVC BOLTSTYPE? TYPENOTE:Tobesentwithcap&weldontheANCHORBOLTSTYPE?T1”&?HJHS HS②?③H②①Specificationforthistypeofboltwillalwaysbeindicatedasfollow:W2-?-S1-S2-H(e.g.:②Steelplate150×150×10suppliedbycivil③Concreteslab④CommercialsteelconduitorPVCshallbesuppliedbycivil⑤Bolttobethreadedfortheprojectionslength(S1&HS5HS5?H ①Usedforreducingofthermalstress(reducesthefrictioncoefficentto0.1).Permissibleloadis150Kg/cm2.Temperaturevariationrange:-20oCto+70oC.②Sleeve?3/4?(forhole?24)and?1”(forhole③Anchorbolt:diameter=?20or④Steelplate≠10mm+anti-corrosionplate⑤20mmNeoprene+1mm⑥Theseforcesshouldbecleanedandsand-blastedandperpendicularto1ABCEhs123456789了竿迫＼ :/- ＼ :/-聲l,聲l飛斗＼飛

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PROJ.

本圖紙為中國寰球化學工程公司財產(chǎn)，未經(jīng)本公司許可不得轉給第三者或復制Th'sdrow;ng;sthepropertyofCHINAHUANQIUCHEMICALENGINEERINGCORP.(CHQCEC),unauthorizeddisclosureto