各種吊車(chē)性能表(汽車(chē)吊-履帶吊性能表)

目錄

一、汽車(chē)吊.....................................................1

1.1300t汽車(chē)吊，主桿，（TG2000型）........................................3

1.2300t汽車(chē)吊，輔桿TTG2000型）........................................4

2200汽車(chē)吊（QAY200）....................................................................................................7

3801汽車(chē)吊（NK8000）.....................................................................................................8

445t汽車(chē)吊（TG-451型）................................................9

545t汽車(chē)吊（TG-452型）................................................10

6301汽車(chē)吊（NK?300型）...............................................11

二、履帶吊....................................................12

1250t履帶吊機(jī)（CKE2500）.................................................................................................12

1200t履帶吊（CCH2000型）.............................................14

21501履帶吊（CCH1500型）.............................................16

3100t履帶吊（1495-3A型）..............................................17

480t履帶吊（石川島）..................................................21

550t履帶吊（CH500型）................................................22

I/73

II/73

一、汽車(chē)吊

格45。

2/73

1.13001汽車(chē)吊'主桿'（TG2000型）

75%主起重臂采用穩(wěn)定支撐時(shí)，在整個(gè)回轉(zhuǎn)范圍內(nèi)（360。）的起重能力標(biāo)準(zhǔn)錘式機(jī)頭85%主起重管采用穩(wěn)定支撐時(shí)，在整個(gè)

主/后重臂長(zhǎng)度/m

半徑/m半徑/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為799A21A17A1A412344

:82nd1Q116a12Am868

6214111Qq462

66193mAR66

70nQ7AQ7ft

說(shuō)明：★只包括用重型錘形頭。

上表中分線以上的起重量是根據(jù)結(jié)構(gòu)強(qiáng)度規(guī)定的，在分線以下的起重量是根據(jù)穩(wěn)定性規(guī)定的。

3/73

1.2300t汽車(chē)吊'輔桿'（TG2000型）

起落起重臂采用穩(wěn)定支撐時(shí)，在整個(gè)回轉(zhuǎn)范圍內(nèi)（360。）的起重能力

75%起重臂單位（1)75

伸臂半徑/m1824Y)珀4248>4606672伸臂半徑/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%起重臂單位⑴75

伸臂半徑/m18243036424854606672伸臂半徑/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

起落起重臂采用穩(wěn)定支撐時(shí)，在整個(gè)回轉(zhuǎn)范圍內(nèi)（360。）的起重能力

75%起重臂單位⑴75

伸臂半徑/m18243036424854606672伸臂半徑/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%起重臂單］立⑴752

伸臂一半徑/m18243036424854606672伸臂半徑/m182430

1270.412

1469256.61445.7

1667.455.54571644.4

1865.154.145.1時(shí)-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

起落起重臂采用穩(wěn)定支撐時(shí)，在整個(gè)回轉(zhuǎn)范圍內(nèi)（360。）的起重能力

75%起重，育單位（t75%

伸臂半徑/m18243036424854606672伸「半徑/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

臂半徑/m18243036424854606672，&臂半徑/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汽車(chē)吊(QAY200)

200噸汽車(chē)吊車(chē)性能表

34579111418222630343842465054

作業(yè)半徑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

作業(yè)半徑m

3.54.5810121620242832364044485256

7/73

380t汽車(chē)吊(NK8000)

NK800型80T額定總裁衣

1、額定總載荷是固定在平坦堅(jiān)土上的本起重機(jī)能?或

夠保證的包括吊鉤以及其它吊具重量在內(nèi)的最二叱f

高載荷值。表里用黑線圍起來(lái)的數(shù)值是根據(jù)起_竺

重機(jī)的機(jī)械強(qiáng)度而定的。2.5

2、作業(yè)半徑是根據(jù)包括吊桿撓曲值在內(nèi)的實(shí)測(cè)值上2

而定的，因此必須以作業(yè)半徑為基準(zhǔn)進(jìn)行起重3.5

機(jī)作業(yè)。但是，懸臂的作業(yè)半徑則表示在44米4.0

吊桿上安裝懸臂進(jìn)行作業(yè)時(shí)的數(shù)值。如果在其T~5

它長(zhǎng)度的吊桿進(jìn)行作業(yè)上安裝懸臂來(lái)進(jìn)行作業(yè)5.0

時(shí)，應(yīng)該只是以吊桿傾斜為基準(zhǔn)進(jìn)行作業(yè)。醞

670

吊鉤種類(lèi)80噸吊鉤26噸吊鉤6噸吊鉤6.5

重量（公斤）10005002507.0

8.0

3、使用外伸又架時(shí)的額定總載荷，則表示在外伸9.5

叉架伸長(zhǎng)到極限位置，起重機(jī)架要安裝于水平10

狀態(tài)的情況下，如圖所示，從后面或側(cè)面吊貨

時(shí)的數(shù)值。11.8

12

146

期方吊貨15

30米吊桿25。iT-

36米吊桿35°

長(zhǎng)

1二17.8

伸40米吊桿20~

全

44米吊桿（全伸K）

倍

14米吊桿+9.5挺打

M米吊桿+15挺桿55“

26

側(cè)方吊貨

27

吊上方向的范用圖28~

30~

31

4、不使用外伸叉架時(shí)的額定總載荷，指輪胎氣壓

及地盤(pán)狀況最佳時(shí)的數(shù)值。吊桿

5、如果吊桿長(zhǎng)度位于表里規(guī)定的兩個(gè)數(shù)值間時(shí)應(yīng)角度

按照額定總載荷表的較小載荷值進(jìn)行作業(yè)。6

在吊桿上安裝懸臂的情況下使用吊桿進(jìn)行作業(yè)81.3°

時(shí)，除了從額定總載荷減去吊具等重量以外，80.4°

還應(yīng)減去2700公斤。80.1°

7、使用不同長(zhǎng)度吊桿時(shí)的起重機(jī)翻倒角度見(jiàn)右下78.6°

表，否則起重機(jī)會(huì)翻倒。75.2。

8、吊鉤的鋼索最小撓卷根數(shù)，應(yīng)在每根鋼索的載70.8°

荷不超過(guò)6700公斤的范圍內(nèi)決定。GG.0°

對(duì)于各種不同的吊桿規(guī)定和吊鉤的鋼索標(biāo)準(zhǔn)撓63.8°

卷根數(shù)見(jiàn)下表

58.4°

55.4°

吊桿<（米）米12?米12?米12?米使用輔助滑輪時(shí)的額定總載荷與主桿的額定總載荷相等,

鈿室持?jǐn)?shù)19并以6000公斤為限。

9、如果進(jìn)行超過(guò)額定總載荷表規(guī)定值的作業(yè)以及用不正確的方法使用，起重機(jī)就會(huì)翻倒或破損。以上情況下

不能負(fù)對(duì)本機(jī)保證的責(zé)任。

8/73

445t汽車(chē)吊（TG