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1、工程单位数值最大额定 起重量标准 工况重型主臂t 二450轻型主臂t202塔式副臂t138:固定副皆t 二85专用副臂t90臂端单滑轮t12超起 工况重型主臂t450轻型主臂t207塔式副臂t215最大起重 力矩标准 工况重型主臂t.m2700轻型主臂t.m2004塔式副臂t.m2208固定副皆t.m1218专用副臂t.m1620臂端单滑轮t.m648超起 工况重型主臂t.m5530轻型主臂t.m4966:塔式副臂t.m4312尺寸参数主臂长度m24 84主皆变幅角度0-3 850塔式副臂长度m24 84固定副臂长度m12 36专用副臂长度m12速度参数起升机构最大单绳速度空载、 第六层m/m
2、in130主皆变幅机构最大单绳速度第 一层m/min2X 50最大回转速度r/min1.0最高行驶速度km/h0.95爬坡度30%平均接地比压MPa0.132发动机功率kW383整机重量24m重型主臂、450t吊钩t415运输状态单件最大质量t60运输状态单件转台最大尺寸长X宽X高m11.6 X 3.4 X 3.4标准工况臂架组合长度最大起升高度m作业幅度m重型主臂2484 m81662轻型主臂48102m99970固定副皆主臂3672m副臂1236m1051486塔式副臂主臂3060m副臂2472m1291688专用副臂主臂7884m 副臂12m931850单滑轮主臂头部、塔式副臂头部相应增
3、加2.5m超起工况臂架组合长度最大起升高度(m)作业幅度(m)重型主臂3684 m81972轻型主臂78126m12316110塔式副臂主臂 3684m 副臂 2484m16518102单滑轮主臂头部、塔式副臂头部相应增加2.5m典型工况起重性能表于竞争伙伴臂长m幅度mjr.、.、243036424854606672788464507360360832032032092802802802752721024024024024024023511220215215215212205200190121901901901901901851801701651416016015515215015015014
4、01351251001613213213212612512512211511511592 1181101101101101071031021001009885209796959292929086858280228582828080807875747370 12472727070707068646360266565626262626057565228605756555555515045 130555250505050474540344342424240403734383635353535333226 1423030282827252246252423232017502019181614 1541
5、614131158121210962987 1倍率2X 182 x 142X 132X 112 x 112X 102X 82X 82X 72X 51 x 8吊钩450 t450 t450 t300 t300 t300 t300 t300 t300 t150 t100 t诉(t)9.669.669.666.486.486.486.486.486.484.633.85注：1. 臂长为60 m、66 m、72 m时,300t吊钩也可用220 t吊钩由450t吊钩拆成代替,220 t吊钩重量为7.19tQUY450 LEB准工况轻型主臂作业范围图QUY450 LEB准工况轻型主臂起重性能表QUY450
6、 LEB准工况轻型主臂起重性能表160t转台平衡重+40t车身平衡重臂长m 幅度mj. 一.48546066727884909610292021019319411172171172121671651681501431413313313212712411510016109109108 J105P10510593867767189292919190908480736420797978777777767468602269696868P 6767666664572461616060P 595958585753265554535353525151504928494948 1484747464645443
7、045444343424241414039343737363635353433323238323130 13029292828272642282725 125r 2524232322214623222221212019181750191918171616151454161515141312115814131312111096211111098766987707倍率2X 82X 82X 72X 62X 62X 51X 81 X 71 X 61X 5吊钩300 t300 t300 t 1150 t150 t150 t100 t100 t100 t100 t诉(t)6.486.486.484.634
8、.634.633.853.853.853.85注：300t吊钩也可用220 t吊钩由450t吊钩拆成代替,220 t吊钩重量为7.19t150 t吊钩由300t吊钩拆成.11*11JlOOn/、L-KF,fXL/ unU、LHi-:MfX、w w 1 1JL+1S： r、4、k* VI 1、LAfl r傅ftk国rSri*同r.1 ijOft2洲/wISI1_On1On20r30r.A?iOr加7Or80n 85nQUY450标准工况固定副臂HJ 10o安装角作业范围图110n131fiiyI11*-1A-z12*ff、XX、_J1 f4控e!、率、484gr4?+r11虾90n30n70nO
9、n5Dn30n20nlOnOn Wn 20n30n40n50n fcOn 70h80n9 OnQUY45际准工况固定副臂HJ 30o安装角作业范围图续表HJ标准工况重型主臂+固定副臂起重性能表(160t转台平衡重+40t车身平衡重)主臂长(m)3648副臂长(m)122436122436安装角()103010301030103010301030幅度(m)148516758018633339732058313567P 33P 3922533032246232362449293023573133242645272717.52153P 30r 31182328422625171949282917.2
10、2130402524161811.5/32m44272716.920343524211516 :1137P 26241618113832231914141031242214.51610.3422917131292723201414104616121118.323P22M81313r 950141110.18201712.3128.354139.27.2171512118589 17114.31110.36286.81497667138.56.7708r 6747.5倍率733221633221吊钩100 t50 t 50 t 50t 50 t12 t100 t50 t 5i0 t 50t 50
11、 tr 12 t诉(t)3.851.711.71 1.71 1.710.933.851.71 1.71 1.71 1.710.93主臂长(m)6072副臂长(m)122436122436安装角()103010301030103010301030幅度(m)16801880802075354277226833 139 167344224603236245833392653313423.551323724284730 132 11823 :46313523.5304329301721.8 14130331823343527271619.311.5./36m3329291721382926 :24 1
12、1517 :112827271619r 11422525221416102324241517104621222013.714919202114169.7501818 119 11313 18.716161813.514r 9541515171212813141513138.758131411.9117.810111212.5128621112 111.510.2 :7.289101211r 7.8661011107781097.470996.87887.174786.556677876456.682645865 1r 4倍率633221633221吊钩100 t50 t50 t 50 t 50
13、t12 t100 t50 t 50 t 501 t 50 12 t诉(t) 3.851.711.711.71 1.710.933.851.711.71 1.71 171 0.93QUY450 HV准工况塔式副臂QUY450 H而准工况塔式副臂作业范围图主臂仰角 856135r.1I2flnHOh1ODn90n80wtur50r4.竹30r20r/ 72 *6rg、_J、L601FJ、3R找Js、A件点代J、v36 VL0榔心、2乌V、L、J、V/V.JL60*T沁母I,Jt心1Ur-?1Al用L_也f?!n2.味1W,I翩rk_腼 1丽 20n30n 知 50n60n 7小 75nQUY450
14、 HVfc准工况塔式副臂起重性能表主臂长度30 m,主臂角度85o, 160t转台平衡重+40t车身平衡重30m主臂幅度24mJ 臂30m塔臂36m 臂42m塔臂48 m塔臂54 m塔臂60mJ 臂66m塔臂72ml 臂主臂角度r 8575 165r 8575 :6585756585 :7565857565：857565857565857565857565161381812011720106103101229486929089248577 :8476 :8280 :7826777076697473717028F 70647063 :686167656451503058 II 6458 II 6
15、35762 I556059504545324959535852575156545041 1413445:5449 :544853 :47524651：45493837364145 I411 504549 144484347：42463734383842384642464145404439433837314035393543 :38423841:36403536294233363240 I36403539I 343833363227274430343037333732363135,30242446283228353127：35r 3034293328232348273026332925：3229
16、322831 1272323502825312724312723302629 ,25232352232622：29：252228252824222354222421272421272320262222215620221925221925,2122205819 :：2118242117232017221960182017231916221916221862191621181621 1181520171464151715201714191613661416141916131815126813151217141270121412161411721311161310741015121076101197
17、88808827倍率131110976433吊钩220t220t150t150t100t100t100t50t50t吊钩U7.19t7.19t4.63t4.63t3.85t3.85t3.85t1.71t1.71t1.220 t 吊钩由450t吊钩拆成,150 t吊钩由300t吊钩拆成.2.严格根据要求配置吊钩.严禁用起重量小丁220t的其他吊钩或300t吊钩代替220 t吊钩；严禁用起重量小丁 150t的其他吊钩代替150 t吊钩；48m塔臂时严禁用起重量小丁 100t的其他吊钩代替100t吊钩.54m主臂幅度24mJ 臂30m塔臂36臂42mJ 臂48mJ 臂54m塔臂60m塔臂66m塔臂7
18、2m塔臂主臂角度r 8575658575658575 16585 17565857565r 85756585756585756585756518110209896228886842479787674267271696865286754656462616030:61506048595856:5551324656455453 152I 51503443524251405048474638343640394737 :46 :45444337313837364435 1：43 13442：33：414037294034423341324031393837274225323Ml303729r 36283
19、53425442329 I36 12835如7I 3426333223462221273426332532243123302223482025 :2532：24r 31233022292123501824 I172330；22I 292228202719231852171622212820271926182317541521r 15I：20r 2619251824172216561414192518241723162215581313181223172316221521146017111622152114201362161015102114201419136410149148191318126691491381812171168