各种吊车性能表(汽车吊-履带吊性能表)

目录

一、汽车吊.....................................................1

1.1300t汽车吊，主杆，（TG2000型）........................................3

1.2300t汽车吊，辅杆TTG2000型）........................................4

2200汽车吊（QAY200）....................................................................................................7

3801汽车吊（NK8000）.....................................................................................................8

445t汽车吊（TG-451型）................................................9

545t汽车吊（TG-452型）................................................10

6301汽车吊（NK・300型）...............................................11

二、履带吊....................................................12

1250t履带吊机（CKE2500）.................................................................................................12

1200t履带吊（CCH2000型）.............................................14

21501履带吊（CCH1500型）.............................................16

3100t履带吊（1495-3A型）..............................................17

480t履带吊（石川岛）..................................................21

550t履带吊（CH500型）................................................22

I/73

II/73

一、汽车吊

格45。

2/73

1.13001汽车吊'主杆'（TG2000型）

75%主起重臂采用稳定支撑时，在整个回转范围内（360。）的起重能力标准锤式机头85%主起重管采用稳定支撑时，在整个

主/后重臂长度/m

半径/m半径/m

121824303642485460667278849012183.330364

5.5550*350*5.5400*400*

6520*320★6362*362*

7OQA“a?077pas7OQ'tixaTQ47QWQ266

oc:opsnP4RftPRR—cOOQ

QOO1PPOP1RP17PH?inn17。15R_QP4fiP4ft2PRQ

in1Q71QR17A1701611Q910Qon7ft6inOOQooo220O-1QQ

1244^16。IRQ1581571561551371OQ104703613502121811801791771

13R131131131105114QA755R75R44415415214A1

1A118116116114113lip111107an7396265941161381311301991

IQ»V*T1OPmimnQQ6QR7QgQ7,paa7RSR24ftsIQ44711611411A1

2091.790489387686886177664454745348201031021011

22.82^81,4803794785778771718608511419,32^2293^922918

24-J4-72.9-Z2-ZM-70.369.666.1^3-47.638.830,424_33^^2,6-8

266786666576486463360853845361_231s267687547

28627561360459458757,956851142334261286946

3056^558548545335114763973172533064:36

12483473465497AQ941434427822Q125

364供840.239.837.936.130.824.719.8364r

422G<V=>FM-4Q2A3152Ad2217A42

4642AR27AQ1Q415846

sQ26994220517?14140

44为799A21A17A1A412344

:82nd1Q116a12Am868

6214111Qq462

66193mAR66

70nQ7AQ7ft

说明：★只包括用重型锤形头。

上表中分线以上的起重量是根据结构强度规定的，在分线以下的起重量是根据稳定性规定的。

3/73

1.2300t汽车吊'辅杆'（TG2000型）

起落起重臂采用稳定支撑时，在整个回转范围内（360。）的起重能力

75%起重臂单位（1)75

伸臂半径/m1824Y)珀4248>4606672伸臂半径/m182430

171109§1211092.5

141039479601410389.573.55

169688/85950169685.5/2.2b

187978/657.848.33/187978705

2068686856.746.735.425.621.b2068686/5

226261.955.5453424.620.61/.8226261.9

245655.45443.732.623.819.81712.52455.855.45

265250.149.342.231.422.91916.211.42650504

2b4b./44.94U.83U.222.118.315.510.52845.74

18m304241.239.429.321.317.714.89.730m30424

3435.336227.32016.213.38.4343

3830.830.525.818.61b127.538w

42272417.314.111.16.742

4b46

22.51b.513.5lU.bb.i—

5u16IN.71u5.650

5415.4129.55.154

5a11.4y4./58一

bN1U.58.34.262

bb3.866

75%起重臂单位⑴75

伸臂半径/m18243036424854606672伸臂半径/m182430.5

1211U971211086

141U3937659.81410383.565.5

lb968774.258.846169680.268.6b

1879787257.745.53518F61.7、

206868685b.b4534.225.221.520686859.2b

N262bl5544.233.524.620.617.8226256.54

24bbbb.453.343.532.523.819.81712.52455.853.5

2650bU.l49.342.231.422.91916.211.4265050

Zb4b./44.y40.830.222.118.315.51U.52845.7

24m304241.239.4Z9.321.31/./14.«9.738m3021.8

3436.336.2Z/.32。16.213.38.4343

J83U.b3U.51«.b1b1N7.538y

42272417.314.111.1b.742

4b22.51b.513.5lU.bb.146

501612.7105.650

5415.4129.55.164

5811.494.75b

6210.58.34.2bZ

663.866

4/73

起落起重臂采用稳定支撑时，在整个回转范围内（360。）的起重能力

75%起重臂单位⑴75

伸臂半径/m18243036424854606672伸臂半径/m182430

1280.51265

1478.462.31462.351

167560.948.51659.549.64

1871.45947.839.43118b/484

2064.35746.83930.823.62054.6此.63

226254.645.838.630.42318.82252.345

2455.45244.837.93022.618.21511.8245044.5

265049.242.837.229.4221/.814.511264841.8S

”4b41.836.328.821.51/.21410.22840.23

3041.739.635.328.22116.713.49.53038.63

42m

3435.333.326.92015.612.48.454m343

3836830.425.418.614.411.37.7383

42泠923.817.313.410.46.842

4622.116.512.69.56.146

5020.216128.65.650

5415.411.47.75.154

58117.34.758

6210.56.74.262

66033.866

703.370

75%起重臂单］立⑴752

伸臂一半径/m18243036424854606672伸臂半径/m182430

1270.412

1469256.61445.7

1667.455.54571644.4

1865.154.145.1时-301843.33

2062.552.544.435.729.622.72042.33

2259.550./43.435.329.222.418.42241.43

2455.448./42.434.828.72211.114112440.63

265046.541.434.228.221.617.315./102639.8

2844.24033.627.621.216.913.49.82838.13

3041.638.732£2720.816.5139.33041.73

48m

3435331.125.819.915.612.28.7bum343

3830fi2922441&614.411.27,5383

4292317.313.410.46.942

4621,516,512,69,56,346

50P01161P8,65850

54154114775154

5811/34.Z58

621Q,fj6.7462

66L33.866

7n-3U3-70

5/73

起落起重臂采用稳定支撑时，在整个回转范围内（360。）的起重能力

75%起重，育单位（t75%

伸臂半径/m18243036424854606672伸「半径/m182430

1639.23316302

1838.432.427.21829.62

2037.731.826.622.22029.22

2236.931.226.422.118.314.52228.82

2436.130.625.821.818.214.411.82428.32

2635.33025.421.61814.311.78.62627.92

2834.429.324.821.217.714.211.68.42827.42

3033.628.624.320.817.514.111.48.13026.82

3431.827.2232016.913.7117.6342

66m25.8

3825.82219216.213.210.57.2/am382

4220.21815.512.5106.842

461/14.212y.46.146

5015.813.811.28.65.650

541310.57.75.154

589.97.34./58

629.16./4.262

bb6.33.8bb

/U3.3/U

,5%起垂臂£自位（t759

臂半径/m18243036424854606672，&臂半径/m182430

1634.82916

1834.728.724.718

2034.228.424.521.120

2233.528.124.221lb.522

2433.227.7242U.816.413.51124

2632.627.320^TT3TCE88.22b

31.826.923.32U.316.113.1W.b28

JU28.426.5232U1b12.91U.47.83U

3425.522.i19.415.612.6107.4

72m34

3b24.421.2lb./1512.2y.b/.1«4m38

422U.21614.4n./y.z6.74z

4b1/13.811.28.8b.14b

—

bU15.813.210.78.35.6bU

b412.410.1/./5.154

b89.4/.34./b«

b28.76.74.2b2

bbb.JJ.«bb

/u3.3/u

6/73

2200汽车吊(QAY200)

200吨汽车吊车性能表

34579111418222630343842465054

作业半径m

3.54.56810121620242832364044485256

2001311138972

13.3m

1381201008061

14.01201048265

13.0112927359

116105826554

17.6m11842

11092735949.5

11410482655541

21.9m30.5

11192735948.535

959181655340.532

26.2m25.1

93897258483628.3

7564645442.531.524.7

30.5m7819.8

59645949.536.527.922.1

5651433124.119.116

34.8m6057

695754483627.521.417.113.3

433831.525.821.819.21613.2

39.1m4948

4540.53628.323.520.417.714.611.3

36.533.528.923.419.216.31412.411.2

43.4m39

38.53532.5262117.615.113.211.710.2

31.529.82621.517.915.112.811.2108.9

47.7m32

30.528.523.619.816.413.911.810.69.48.5

25.524.92319.616.714.312.210.59.18.37.5

52m

25.424.521.418.115.413.211.39.88.77.87.1

20.219.317.615.413.411.710.297.56.96.1

56.3m20.5

19.918.416.414.412.510.99.88.47.46.55.7

60m1716.214.913.712.310.89.48.37.26.35.64.9

16.815.514.813.311.510.18.57.76.75.85.24.6

3479111418222630343842465054

作业半径m

3.54.5810121620242832364044485256

7/73

380t汽车吊(NK8000)

NK800型80T额定总裁衣

1、额定总载荷是固定在平坦坚土上的本起重机能?或

够保证的包括吊钩以及其它吊具重量在内的最二叱f

高载荷值。表里用黑线围起来的数值是根据起_竺

重机的机械强度而定的。2.5

2、作业半径是根据包括吊杆挠曲值在内的实测值上2

而定的，因此必须以作业半径为基准进行起重3.5

机作业。但是，悬臂的作业半径则表示在44米4.0

吊杆上安装悬臂进行作业时的数值。如果在其T~5

它长度的吊杆进行作业上安装悬臂来进行作业5.0

时，应该只是以吊杆倾斜为基准进行作业。酝

670

吊钩种类80吨吊钩26吨吊钩6吨吊钩6.5

重量（公斤）10005002507.0

8.0

3、使用外伸又架时的额定总载荷，则表示在外伸9.5

叉架伸长到极限位置，起重机架要安装于水平10

状态的情况下，如图所示，从后面或侧面吊货

时的数值。11.8

12

146

期方吊货15

30米吊杆25。iT-

36米吊杆35°

长

1二17.8

伸40米吊杆20~

全

44米吊杆（全伸K）

倍

14米吊杆+9.5挺打

M米吊杆+15挺杆55“

26

侧方吊货

27

吊上方向的范用图28~

30~

31

4、不使用外伸叉架时的额定总载荷，指轮胎气压

及地盘状况最佳时的数值。吊杆

5、如果吊杆长度位于表里规定的两个数值间时应角度

按照额定总载荷表的较小载荷值进行作业。6

在吊杆上安装悬臂的情况下使用吊杆进行作业81.3°

时，除了从额定总载荷减去吊具等重量以外，80.4°

还应减去2700公斤。80.1°

7、使用不同长度吊杆时的起重机翻倒角度见右下78.6°

表，否则起重机会翻倒。75.2。

8、吊钩的钢索最小挠卷根数，应在每根钢索的载70.8°

荷不超过6700公斤的范围内决定。GG.0°

对于各种不同的吊杆规定和吊钩的钢索标准挠63.8°

卷根数见下表

58.4°

55.4°

吊杆<（米）米12〜米12〜米12〜米使用辅助滑轮时的额定总载荷与主杆的额定总载荷相等,

钿室持数19并以6000公斤为限。

9、如果进行超过额定总载荷表规定值的作业以及用不正确的方法使用，起重机就会翻倒或破损。以上情况下

不能负对本机保证的责任。

8/73

445t汽车吊（TG