地脚螺栓预埋偏差的纠正处理方法附地脚螺栓标准

BCD中国寰球化学工程公司标准BCDC·SD4-2000设计手册地脚螺栓标准版号A受控号2000年1月发布BCD地脚螺栓标准BCD·CSD4–2000编制校核审核批准版次批准日期0/A会签部门会签人文件局部修改记录修改原因修改页码修改版次修改人审核人批准人生效日期说明:1.文件版次为A、B、C，......。1/A、2/A……,1/B、2/B……,1/C、2/C……。BCD·CSD4-2000）自2000年1月20日起实施。2.每版号中局部修改版次为本规定（BCD·CSD4-2000目录1．目的和适应用范围-------------------------------------------------------12.附件-------------------------------------------------------------------------1附件A:地脚螺栓标准(CSD4-2000)附件B:地脚螺栓标准(CSD4(E)-2000)BCD·CSD4-2000第1页共1页1.目的和适用范围1.1目的为达到保证土建结构专业设计质量、统一工程设计中使用的地脚螺栓标准和规格，根据现行的国家及行业规范和标准，特制定本规定。1.2适用范围1.2.1本标准可作为工程规定的附件，也可作为施工图阶段的工程标准。1.2.2工程中使用本标准时，可根据选用的地脚螺栓的类型，选用有关的图纸，作为工程标准，按照工程图进行编号。2.附件附件A：地脚螺栓标准(CSD4-2000)附件B：地脚螺栓标准(CSD4(E)-2000)地脚螺栓标准地脚螺栓标准目录设计第2张共18张PRE'D图号2of18DRAWINGNO.Project:Client:ProjectNo.:ACCProjectNo.:图幅序号名称图号或文件编号修改张数备注代号NUMBEROFDRAWINGORNUMBEROFDOCUMENTPLATECODENO.NAMEREV.Q'TY1REMARKS1地脚螺栓标准2地脚螺栓标准目录1<>3地脚螺栓使用说明一14地脚螺栓使用说明<二>5地脚螺栓使用说明<三>11<>6地脚螺栓使用说明四1UU和型地脚螺栓789112BB和型地脚螺栓121S型地脚螺栓110Y型地脚螺栓11111T和T型地脚螺栓12WW和型地脚螺栓121213Z型地脚螺栓1114标准安装"A"型滑动板15非标准安装"B"型滑动板11111617"B"型滑动板表"C"型滑动板表18重叠式卧式设备的滑动板类型C地脚螺栓使用说明<一>理论露出长度¯理论露出长度由以下三项相加得：a.灌浆厚度b.被锚固设备的厚度（板，箱，框架等）2,EE度c.拧紧螺母所需的螺母长度，1个螺母时用E1，长厚1出板2个螺母时用E2。E1和E2的值见3/16页中的露浆灌有关表格。22EE,,EE度长厚11出板露120(浆当¯≤27时)灌标准实际露出长度为减少螺栓类型，凡理论露出长度<200m时，采用下表的实际露出长度。150(当¯27~45时)200(当¯≥45)非标准实际露出长度在特殊情况下（如不能拧紧螺母），标准露出长度不能采用时，露出长度按下表采用。螺纹当实际露出长度≤200时，螺纹和螺栓露出长度相同。当实际露出长度>200时，螺纹长度应不小于200m。露出长度40~7576~110111~150151~200>200理论露出确定螺栓露出长度时,应考虑能否拧紧螺长度标准实际150200200理论值理论值母.露出长度75非标准实110150际露出长度地脚螺栓使用说明<二>螺栓类型选用表设备螺栓直径¯S2螺栓类型T1U2Y1,Y2W1,W2Z2烟筒按需要¨按需要¨卧式及立式泵、压缩机钢塔、反应器、带裙座按需要的立式容器¨¨1612¨¨楼梯爬梯换热器鞍座和卧式容器20或24¨¨¨¨¨¨腿支承的立式容器工业炉24，30，36按需要按需要按需要按需要钢结构管架高精度安装锚固在钢筋混凝土板或按需要墙上>地脚螺栓使用说明<三典型的数据：螺栓一个或两个螺母螺母时螺纹垫圈最小长度E1E2¯mm净面积semkg¯j¯eskgmm21052.31525*1276.22030141052540*161442540181753050*202253050222853555*243243560*274274070*305194575336475085*3675955903991360100*4210506510545122070115*4813807512052165080130*5619108514060223090150*64252095160*682825100170171922242730323641465055606570758085909510018.7220.8823.9126.1729.5632.9535.0339.5545.2050.8555.3760.7966.4472.0977.7483.3989.0494.4780.011510.52120.00410.00630.00860.01330.01470.01720.01830.03230.04230.05360.07530.09210.1330.1830.2200.2940.3300.4250.4580.4920.586100.016913110.024715130.032917150.049419160.063321180.076623190.108220.163240.227260.285290.389310.495340.643360.790380.964421.190451.420242830343739445056606672788592981051101151202.52.53333444556778892528313437404346505458626670100.12481.670105.77511.950111.42542.269910*建议使用直径.地脚螺栓使用说明<四>螺栓说明公称直径埋深"H”（仅在非标准规格时注出）螺栓类型T1-33-150-440材质应符合下列规定-螺栓：标准一个螺母露出长度ˆS”-螺母：标准GB41-86-垫圈：标准GB95-85GB5780-86说明：1）灌浆：b)设备重量或地板面积较大时，采用不收缩水泥砂浆。2）所有螺栓应用记标出全称。3）螺纹范围应a)设备重量<2500kg或底版面积<2.5mm2时，采用水泥砂浆（水泥用量500kg/m3）冷作标涂黄油并包扎好。4）通过调整ˆH”来控制露出长度ˆS”。5）允许偏差：平面位置及标高±2mm,垂直度0.5%6）比重：7850kg/m3(78.5KN/m3).7)螺栓安设：当不是在混凝土中设预留孔时，采用定位模板（形状特殊时用木定位模板，重复使用时用钢定位模板）8）Y型螺栓仅用9）涨螺锚栓（¯<16）用于轻型和非震动设备（管道支架，空调器，过滤器等）。10）螺栓=螺栓直径.于安装精度有特殊要求，不能使用定位模板时。孔直径+6mm(M12~M16),8mm(M20~M24),10mm(>M24).11)屈服点：235N/mm2(¯≤16),225N/mm2(16<¯≤40),215N/mm2(40<¯≤60).抗拉强度设计值：140N/mm212)单螺母螺栓仅用于特殊情况（如：没风和振动作用时）。ˆU1˜和ˆU2˜型地脚螺栓¯¯4螺栓重(kg)∅HS=75S=110S=150S=2000.3820.6030.8811.1981.5572.0192.6203.1894.3515.9497.7829.70012.19214.75917.89120.86726.62332.79240.04047.27410121416182022242730333639424548525660643203603904004004204604605005105605806306506906907708208809000.3050.4920.7301.0001.3061.7112.2472.7453.7895.2556.9428.70111.01913.40016.33019.09124.53930.35737.26644.1170.3280.5230.7721.0561.3771.7972.3512.8703.9465.4497.1778.98111.34813.78016.76719.58925.12331.05238.04245.0010.3520.5580.8201.1191.4571.8962.4713.0124.1265.6707.4469.30111.72314.21517.26720.15725.79031.82538.93046.011ˆˆB1˜型和ˆB2˜型地脚螺栓说明:①灌浆:见2/7叶说明1.②锚筋(Dxl)应由土建施工单位提供.H③安装阶段:50%拧紧:砂浆硬化后:100%拧紧.锚筋DxL④仅当浇灌基础混凝土没有U1,U2型螺栓时,方可以B1,B2型螺栓代替.b=150(∅≤48)b=200(∅>48)H螺栓重(kg)S=110S=150S=200¯LH1H2EaS=751.3441.6682.0422.7283.6074.9866.1047.7469.77811.99813.96317.6883313343383523774514565005555996046581.4301.7722.1672.8853.8015.2216.3848.0751.5291.8922.3093.0654.0235.4906.7048.4501.6522.0412.4863.2904.3015.8267.1038.919224502445027450304503345036450394504245010.15810.59311.1374545012.43512.93513.5594845014.46115.02915.7395245018.27218.93919.77252600500500500550550600650700700750750850300300300310330400400440490530530580312503003003003503503504004004504505003438424751576065697478ˆS˜型地脚螺栓钢套管见说明1SNDH4N=2.5(∅≤28)N=3.5(∅>28)∅H套管H板e8888888螺栓重(kg)S=110S=150S=200套管重ND80808080808080De90909090909090S=750.3050.4920.7301.0001.3061.7112.2472.7453.7895.2556.9428.701量(kg)1.2861.2861.2861.2861.2861.2861.6071.6072.4922.4922.4922.9861103203603904004004204604605005105605806306506906907708208809001001001001001001001501501501501502002002002002002502503003000.3280.5230.7721.0561.3771.7972.3512.8703.9465.4497.1778.9810.3520.5580.8201.1191.4571.8962.4713.0124.1265.6707.4469.3010.3820.6030.8811.1981.5572.0192.6203.1894.3515.9497.7829.700121416182022242730333639424548525660648090810010010010015015015015015020020020012812812812817917917917917923923923910101010141414141414141411.01911.34811.72312.1926.18613.40013.78014.21514.7596.18616.33016.76717.26717.8916.18619.09119.58920.15720.8676.18624.53925.12325.79026.6237.04130.35731.05231.82532.79212.68037.26638.04238.93040.04014.23044.11745.00146.01147.27414.230说明:如果需要,钢套管可用PVC管代替.ˆY˜型地脚螺栓螺栓板套管S型∅重(kg)S=110S=150S=200H1H2E1重(kg)NDC1E2C2D1重(kg)S=750.2650.3820.5190.6790.9091.1221.3581.6162.3822.9144.0284.7946.2837.2769.1761012141618202224273033363942454852566064355313553135531355313804538045380453804545554455545256552565595815958166092660920.2680.4120.5610.7340.9791.2081.4621.7402.5403.1354.2635.0746.6127.6579.6130.3110.4480.6100.7971.0591.3071.5821.8822.7203.3574.5325.3936.9878.0920.3420.4930.6700.8761.1591.4301.5822.0602.9443.6354.8685.7934.4568.63614141414202020202626303034341.4581.4581.4581.4582.0832.0832.0832.0833.6053.6054.1604.1608.3808.3809.3679.36788.93101088.93101088.93101088.93101088.93151688.93151688.93151688.9315161083572210837522108430301084303015948030159480301595303015953030851906.8131906.8131906.8131906.8131908.6801908.6801908.6801908.68085858511011011011014021013.57814021013.57815521016.69715521016.69717526026.85717526026.85719026028.09719026028.09722026034.05822026034.05823532055.01923532055.01910.11210.7373810.44010.93811.50612.2163874010613.09813.66010.30215.1064410.8461595904074010615.75816.43517.20918.1754410.8461595904080511519.53120.30821.19622.3055019.2572396404080511522.22323.10624.11725.3795019.25723964040说明:①套管盖板焊好后发货.ˆT1˜和ˆT2˜型地脚螺栓螺栓重S=110S=150S=200∅HJS=750.2740.4700.5710.7681.3001.6391012141618203007030084300983001124501264501400.2950.4380.6130.8231.3701.7260.3200.4740.6620.8861.4501.8240.3510.5180.7220.9651.5501.948ˆW1˜和ˆW2˜型地脚螺栓SH③HS=S=75螺栓重(kg)S=S=110S=S=150S=S=200¯8120.154120.197120.247120.309×101001212014160162001822000.2400.3740.5520.7391.0111.3430.1540.2400.3500.5210.6990.9261.2231.5980.3020.4590.6620.8791.1841.5520.1970.3020.4350.6310.8391.1341.4321.8470.3730.5560.7891.0391.3811.7900.2470.3730.5320.7570.9991.3321.6712.1310.4620.6760.9471.2391.6282.0890.3090.4620.6520.9151.1991.5781.9692.48601×001②寸202602230010100121201414016180182002024022260尺板钢2×051×051②24300说明：①此类型螺栓用下述方法表示：W2-∅-S1-S2-H（如：W2-10-75-110-100）②钢板（150×150×10），由土建施工单位提供。③混凝土板厚度。④钢套管或PVC管由土建施工单位提供.⑤螺栓露出长度部分（S1或S2）要有螺纹。ˆZ˜型地脚螺栓SH5螺栓重（Kg）∅HS=25032.3151.26S=30033.0252.23S=60037.2858.02S=65037.9958.984856800105064681300150076.9695.0878.2296.5085.79105.0587.05106.47标准安装A型滑动板说明:①用于降低温度应力.(减小摩擦系数到0.1)允许荷载为0.15KN/cm2.∅3/4Ò(用于∅20孔)和∅1”(用于∅28孔).:直径为∅20或∅24.④钢板10mm厚+耐腐蚀厚度2mm.⑤20mm厚碌丁橡胶+1mm厚聚四露乙烯②钢套管③锚栓.⑥垂直于压力的表面需清洁和喷沙.A型滑动板11234567∅e设备A÷250BCEhs10kg4.0120140190210230270290320390430470490520560600630670270290340360400440460510580620660680710750790820860190190190220220220260260290121212154.3251÷300301÷350351÷400401÷450451÷500501÷550551÷600601÷650651÷700701÷750751÷800801÷850851÷900901÷950951÷10001001÷10505.16.27.07.69.489151810.413.214.115.015.516.217.018.018.719.510111213141516172901810B型滑动板表N1¯e设备AB300510C700730760790850910970104011101170D110E280s10h18kg13.2¯241051÷11001101÷11501151÷12001201÷13001301÷14001401÷15001501÷16001601÷17001701÷18001801÷19001901÷20002001÷21002101÷22002201÷23002301÷24002401÷25002501÷26002601÷27002701÷28002801÷29002901÷30003001÷31003101÷32003201÷33003301÷34003401÷35003501÷36003601÷3700254035704600566067207780830085045087093013.219.8910111213141516171819202122232425262728100012401070131011011301390140280310182119.821.921.929.22428450120014606001220153012801590135016601420173014901800156018701630194017002010177020801830214019002210197022802040235060021002410140310102129.228重叠式卧式设备的滑动板类型ˆC˜型表N1234567∅e设备≤250AB20045010026012CDEhs10kg9.3∅F350500550G-------242505003005503506004006504507005007501212151515151810.311.312.313.414.415.421.4251÷300600301÷350650351÷400700401÷450750451÷500800501÷55089551÷600350550840600890900950601÷65010111213141516171819202122232425262728293031323334353637383940414243651÷70065094010001050110011501200125013001350140014501500160017001800190020002100220023003502400450255026502750285029503050315032503350345035503650375038503950700990701÷75075010408001090850114090011909501240751÷800801÷850851÷900901÷950951÷10001001÷10501051÷11001101÷11501151÷12001201÷13001301÷14001401÷15001501÷16001601÷17001701÷18001801÷19001901÷20002001÷21002101÷22002201÷23002301÷24002401÷25002501÷26002601÷27002701÷28002801÷29002901÷30003001÷31003101÷32003201÷33003301÷34003401÷35003501÷36001000129010026021.433.01050134011028011001390350115014405001200155013001650140017501500185016001950170020501800215019002250500200023501102801860021002480140310212200258033.02458.42823002680240027802500288026002980270030802800318029003280300033803100348032003580330036803400378035003880444560036003980140310211058.42845040503601÷3700重叠式卧式设备的滑动板类型ˆC˜型钢筋混凝土鞍座1~7号设备8~45号设备STANDSFORANCHORBOLTSPAPERLISTFORSTANDARDS设计第2张共18张PRE'D图号2of18DRAWINGNO.Project:Client:ProjectNo.:ACCProjectNo.:图幅序号名称图号或文件编号修改张数备注代号NUMBEROFDRAWINGORNUMBEROFDOCUMENTPLATECODENO.NAMEREV.Q'TY1REMARKS1STANDSFORANCHORBOLTS2PAPERLISTFORSTANDARDS3NOTEFORANCHORBOLTS<1>4NOTEFORANCHORBOLTS<2>5NOTEFORANCHORBOLTS<3>6NOTEFORANCHORBOLTS<4>111117ANCHORBOLTSTYPE"U"ANCHORBOLTSTYPE"B"ANCHORBOLTSTYPE"S"ANCHORBOLTSTYPE"Y"ANCHORBOLTSTYPE"T"ANCHORBOLTSTYPE"W"ANCHORBOLTSTYPE"Z"SLIDINGPLATETYPE"A"SLIDINGPLATETYPE"B"1819110111213141511111116SLIDINGPLATETYPE"B"LIST17SLIDINGPLATETYPE"C"LIST11SLIDINGPLATES&R.C.181SUGGESTEDSADDLETYPE"C"THEORETICALPROJECTIONTheoreticalprojectionisattainedbyadding:a)Thethicknessofgroutingmortar.b)Thethicknessofthemachinerytobeanchored(plate,box,frameect.)c)Theheightofthethreadedpartrequiredfortighteningofthenuts:∅E1for1nut,E2for2nuts(forE1andE2values,seetherelevanttableonseSh.3/16).nsointkE-d)ccheiEe)STANDARDACTUALPROJECTIONToreducethenumberofbolttypologies,fortheoreticalprojections≤200mmanactualprojectionaspertableherebelow,shallbeadopted.jorPTetalP120(∅≤27)NONSTANDARDACTUALPROJECTIONTobeusedinparticularcircumstancesunderwhichthestandard150(∅27~45)200(∅≥45)Projectioncannotbeadopted(e.g.:duetoimpossibilitytotightthenuts).Therelevantvaluesarealsogiveninthetableherebelow.ThreadingForactualprojectionlength≤200mmthethreadinglengthcorrespondstotheprojectionlength.Foractualprojectionlength>200mmthethreadinglengthshallbe200mmminimum.PROJECTIONRESUMETABLETheoretical40~7576~110111~150151~200>200ProjectionIndefiningboltprojectionAlwaysverifythepossibilityofscrewingonthenutStandardactual150200TheoryfigureprojectionNonstandardactual75110150200TheoryfigureprojectionNOTEFORANCHORBOLTS<2>USEOFVARIOUSBOLTTYPESBOLT¯EQUIPMENTBOLTSTOBEUSEDS2¨T1U2Y1,Y2W1,W2Z2STACKSVAR.VAR.HORIZONTAL&VERTICALPUMPS-COMPRESSORTOWER-REACTORS-VERTICALVESSELSWITHSKIRTSTAIRS¨VAR.¨¨1612¨¨LADDERSEXCHANGERSSADDLES20or24¨¨ANDHORIZONTALVESSELSVERTICALVESSELSONSTEELLEGSSUPPORTS24，30，36FURNACESSTEELSTRUCTURESPIPERACKSVAR.VAR.VAR.VAR.¨¨¨¨FORHIGHPRECISIONINSTALLATIONSFORANCHORINGONVAR.REINFORCEMENTCONCRETESLABORWALLSNOTEFORANCHORBOLTS<3>TYPICALDATABOLTSMIN.HEIGNUTSWASHERSHTFOR1or2NUTS∅mmSECTIONE1E2NETsem8100.016913110.024715130.032917150.049419160.063321180.076623190.108220.163240.227260.285290.389310.495340.643360.790380.964421.190451.420kg¯j¯eskgmm21052.3*1276.214105*1614418175*2022522285*24324*27427*30519336471520252530303535404550556065707580859095253040405050556070758590100105115120130140150160171922242730323641465055606570758085909510018.7220.8823.9126.1729.5632.9535.0339.5545.2050.8555.3760.7966.4472.0977.7483.3989.0494.470.011510.52120.00410.00630.00860.01330.01470.01720.01830.03230.04230.05360.07530.09210.1330.1830.2200.2940.3300.4250.4580.4920.586242830343739445056606672788592981051101151202.52.53333444556778892528313437404346505458626670*3675939913*421050451220*481380521650*561910602230*642520*682825100.12481.670105.77511.950111.42542.2609910100170*Diametersrecommendedforuse.NOTEFORANCHORBOLTS<4>Boltspecification:NOMINAL¯BurialÒH”tobeindicatedonlyifnotstandardMaterialshallbecomplywiththefollowingspecifications:BolttypeT1-33-150-440-Bolts:CodeGB5780-86-Nuts:CodeGB41-861NutProjectionÒs”-Washers:CodeGB95-85NOTES:1)Grout:a)forequipmentwithweight<2500kgorbasearea<2.5m2,cementgrout(500kgcementperm3)b)forequipmentwithgreaterweightorarea:non–shrinkinggrout.2)Allboltsshallbecoldmarkedandshallbearfulldescription.3)Thethreadedzoneshallbegreasedandwrapped.4)ProjectionÒSÒtoberegulatedoperatingonÒH˜.5)Tolerance:±2mmbothinplanandinelevation.0.5%forverticality.6)Specificgravityused:7850KG/m3.(78.5KN/m3)7)Installtheboltsusingatemplate(woodforspecialshapes;steelforreusing)ifholesinconcretearenotprovided.8)UseofboltsYtypeonlyforspecialprecision,iftheuseofatemplateisnotpossible.9)Useexpansionbolts(¯<16mm)forlightandnonvibratingmachinery(pipesupport,airconditions,filters…).10)Holediameter=boltdiameter+6mmfromM12toM16;8mmfromM20toM24;10mmoverM24.11)Yieldpoint:235N/mm2(¯<16),225N/mm2(40<¯≤60).Designfigureforresistingtensionstrength:140N/mm2.12)Boltswithonenuttobeusedunderparticularcircumstancesonly(e.g.:absenceofwindandvibration).ANCHORBOLTSTYPEˆU”4BOLTWEIGHT(kg)S=110∅HS=75S=1500.3520.5580.8201.1191.4571.8962.4713.0124.1265.6707.4469.30111.72314.21517.26720.15725.79031.82538.93046.011S=2000.3820.6030.8811.1981.5572.0192.6203.1894.3515.9497.7829.70012.19214.75917.89120.86726.62332.79240.04047.274103200.3050.4920.7301.0001.3061.7112.2472.7453.7895.2556.9428.70111.01913.40016.33019.09124.53930.35737.26644.1170.3280.5230.7721.0561.3771.7972.3512.8703.9465.4497.1778.98111.34813.78016.76719.58925.12331.05238.04245.00112141618202224273033363942454852566064360390400400420460460500510560580630650690690770820880900ANCHORBOLTSTYPEˆB1”&ˆB2”NOTES:①Grouting:note1sh.2/7.②Thebar(Dxl)shallbesuppliedbycivilcontractor.H③Erectionphase:50%tightening;100%tighteningaftergrouthardening.anchorbarDxL④BoltstypeB1-B2aretobeprovidedinsubstitutionoftypeU1-U2onlyincasethatboltsarenotavailablewhenconcretingthefoundationb=150(¯≤48)b=200(¯>48)BOLTWEIGHT(kg)H¯LH1H2EaS=751.3441.6682.0422.7283.6074.9866.1047.7469.778S=1101.4301.7722.1672.8853.8015.2216.3848.07510.158S=150S=2003311.5291.8922.3093.0654.0235.4906.7048.4501.5522.0412.4863.2904.3015.8267.1038.91922450500244505002745050030450550334505503645060039450650424507004545070048450750524507505260085030030030031033040040044049053053058031250343003830042300473505135057350604006540069450744507850033433835237745145650055559960465810.59311.13712.93513.55915.02915.73918.93919.77211.99812.43513.96314.46117.68818.272ANCHORBOLTSTYPEˆS”SteelsleeveSeenote1SNDH4N=2.5(∅≤28)N=3.5(∅>28)PLATE∅HSLEEVEBOLTWEIGHT(kg)S=75SLEEVES=110S=150S=200WEIGHT(kg)NDH1Dee101214161820222427303336394245485256606432036039040040042046046050051056058063065069069077082088090080808080808080801001001001001501501501501502002002001001001001001001001501501501501502002002002002002502503003009090909090909090128128128128179179179179179239239239888888881010101014141414141414140.3050.4920.7301.0001.3061.7112.2472.7453.7895.2556.9428.70111.01911.34811.72312.1926.18613.40013.78014.21514.7596.18616.33016.76717.26717.8916.18619.09119.58920.15720.8676.18624.53925.12325.79026.6237.04130.35731.05231.82532.79212.68037.26638.04238.93040.04014.23044.11745.00146.01147.27414.2300.3280.5230.7721.0561.3771.7972.3512.8703.9465.4497.1778.9810.3520.5580.8201.1191.4571.8962.4713.0124.1265.6707.4469.3010.3820.6030.8811.1981.5572.0192.6203.1894.3515.9497.7829.7001.2861.2861.2861.2861.2861.2861.6071.6072.4922.4922.4922.986NOTE:Thesteelsleeve,ifnecessary,maybesubstitutedwithaPVCpipe.ANCHORBOLTSTYPEˆY”BOLTPLATESLEEVESTYPES∅Weight(kg)S=110S=150S=200Weight(kg)H1H2E1NDC1E2C2D1Weight(kg)S=750.2650.3820.5190.6790.9091.1221.3581.6162.3822.9144.0284.7946.2837.2769.1761012141618202224273033363942454852566064355313553135531355313804538045380453804545554455545256552565595815958166092660920.2680.4120.5610.7340.9791.2081.4621.7402.5403.1354.2635.0746.6127.6579.6130.3110.4480.6100.7971.0591.3071.5821.8822.7203.3574.5325.3936.9878.0920.3420.4930.6700.8761.1591.4301.5822.0602.9443.6354.8685.7934.4568.63614141414202020202626303034341.4581.4581.4581.4582.0832.0832.0832.0833.6053.6054.1604.1608.3808.3809.3679.36788.93101088.93101088.93101088.93101088.93151688.93151688.93151688.93151610835722108375221084303010843030159480301594803015953030159530308585858511011011011014021013.57814021013.57815521016.69715521016.69717526026.85717526026.85719026028.09719026028.09722026034.05822026034.05823532055.01923532055.0191906.8131906.8131906.8131906.8131908.6801908.6801908.6801908.68010.11210.7373810.44010.93811.50612.2163874010613.09813.66010.30215.1064474010615.75816.43517.20918.1754480511519.53120.30821.19622.3055080511522.22323.10624.11725.3795010.8461595904010.8461595904019.2572396404019.25723964040NOTE:Tobesentwithcap&weldonthesleeve.ANCHORBOLTSTYPEˆT1”&ˆT2”BOLTWEIGHT(kg)S=110S=150S=200∅HJS=750.2740.4700.5710.7681.3001.6391012141618203007030084300983001124501264501400.2950.4380.6130.8231.3701.7260.3200.4740.6620.8861.4501.8240.3510.5180.7220.9651.5501.948ANCHORBOLTSˆW1˜,ˆW2˜SHANCHORBOLTSˆW1”,ˆW2˜∅BOLTWEIGHT(kg)S1=S2=110S1=S2=150S1=S2=200③HS1=S2=750.1540.2400.3740.5520.7391.0111.3430.1540.2400.3500.5210.6990.9261.2231.5988×1012141618202210121416182022241001201602002202603001001201401802002402603000.1970.3020.4590.6620.8791.1841.5520.1970.3020.4350.6310.8391.1341.4321.8470.2470.3730.5560.7891.0391.3811.7900.2470.3730.5320.7570.9991.3321.6712.1310.3090.4620.6760.9471.2391.6282.0890.3090.4620.6520.9151.1991.5781.9692.486001×NO001IS②NEMIDETLP2×051×051②NOTE:①Specificationforthistypeofboltwillalwaysbeindicatedasfollow:W2-∅-S1-S2-H(e.g.:W2=10-75-110-100).②Steelplate150×150×10suppliedbycivilcontractor③Concreteslabthickness.④CommercialsteelconduitorPVCshallbesuppliedbycivilcontractor..⑤Bolttobethreadedfortheprojectionslength(S1&S2).ANCHORBOLTSˆZ˜SH5BOLTWEIGHT（Kg）∅HS=25032.3151.26S=30033.0252.23S=60037.2858.02S=65037.9958.984856800105064681300150076.9695.0878.2296.5085.79105.0587.05106.47STANDARDINSTALLATIONSLIDINGPLATETYPEˆA˜NOTES:①Usedforreducingofthermalstress(reducesthefrictioncoefficentto0.1).Permissibleloadis150Kg/cm2.Temperaturevariationrange:-20oCto+70oC.②Sleeve∅3/4ˆ(forhole∅24)and∅1”(forhole∅28).③Anchorbolt:diameter=∅20or∅24.④Steelplate≠10mm+anti-corrosionplate≠2mm⑤20mmNeoprene+1mmTeflon.⑥Theseforcesshouldbecleanedandsand-blastedandperpendiculartopressure.SLIDINGPLATETYPEˆA˜1∅eABCEhskgEQUIPMENT1234567812014019021023027029032039043047049052056060063067027029034036040044046051058062066068071075079082086019019019022022022026026029012121215104.04.35.16.27.07.69.410.413.214.115.015.516.217.018.018.719.5÷250251÷300301÷350351÷400401÷450451÷500501÷550