1、JD-11.4 絞車一次牽引礦車數(shù)計算說明一、基本參數(shù)1、掘進工作面JD-11.4型調(diào)度絞車參數(shù)：牽引力10KN、鋼絲繩直徑 12.5mm、平均繩速 0.73m/s、最大繩速1.033m/s、最小繩速 0.433m/s、容繩量 400m。2、配用鋼絲繩6X19X12.5參數(shù)：鋼絲繩直徑d= 12.5mm,總斷面積57.27mm2,鋼絲繩單位長度重量Pb = 0.54kg/m,鋼絲繩公稱抗拉強度 170kg/mm2,鋼絲繩破斷拉力總和 Qp= 9730kg。3、U型固定車箱礦車參數(shù)：容積1.1 m3、名義載重量1t;空車自重 Q = 618kg、單車煤重量 Q煤=1000 kg、單車研重量 Q研

2、石=1700 kg、單車煤研重量 Q煤研=1350 kg。4、 7.5m3 V 型翻斗式礦車參數(shù)：名義載重量0.7t、最大載重量1.2t、空車自重 Q= 514kg、單車煤重量 Q煤=700 kg、單車研重量 Q研石= 1190 kg、單車煤研重量 Q煤研=945kg。二、 JD-11.4 型調(diào)度絞車一次牽引礦車數(shù)計算：JD-11.4 型調(diào)度絞車一次牽引礦車數(shù)主要是根據(jù)鋼絲繩最大拉力確定，對鋼絲繩實際拉力的限制條件主要有三個：1 、安全系數(shù)的限制根據(jù)煤礦安全規(guī)程規(guī)定，鋼絲繩的安全系數(shù)應(yīng)A 6.5,鋼絲繩實際所受最大拉力應(yīng)小于其破斷拉力總和Qp 的 6.5倍，應(yīng)為：Fmax = Qp / 6.5

3、= 9730kg / 6.5= 1497kg= 14670N。2、絞車牽引力的限制條件JD-11.4型調(diào)度絞車最大牽引力為 F額=10KN = 10000N3、功率的限制條件絞車的實際功率應(yīng)不大于其額定功率P額，即：NVP額N= FmaxV i.ivp 額= ”4KW 102V絞車最大繩速，取 1.033m/s;刀一一絞車工作效率，取 85%;則有F max =P額 102V 1.1_ 11.4 102 85%1.033 1.1= 869823N3、絞車一次牽引礦車數(shù)計算由上述可知，JD-11.4型調(diào)度絞車最大鋼絲繩牽引力應(yīng)為 Fmax=10000N則確定JD-11.4型調(diào)度絞車一次牽引最大礦

4、車數(shù)：Fmax刁n (Qr+Q) (sinB+hcosB ) +PbL (sinB+fzcosB ) x 1.1軌道最大工作坡度，取值范圍 020° ,可分別驗算;L 鋼絲繩工作長度，取 300 m;f1礦車阻力系數(shù)，取0.015;f2鋼絲繩阻力系數(shù)，取0.20;Qr為單車煤或研石或煤研的重量，可分別驗算；n煤或研石或煤研的數(shù)量；1.1備用安全系數(shù)。計算結(jié)果如下:JD-11.4型調(diào)度絞車一次牽引U型固定車箱礦車（煤什車）最多數(shù)目計算表n(Qr+Qsin 6 +f 1 cos 6sin 6 +f 2cos 6(Qr+Q (sin 6 +f 1cos 6 ) gPbL (sin 6 +f

5、 2cos 6)g2461800.0150.20090.846317.5201861810.0320.217196.531345.1791461820.0500.235302.156372.7331261830.0670.252407.689400.1731061840.0850.269513.098427.492961850.1020.286618.350454.680861860.1190.303723.415481.730761870.1370.320828.258508.633661880.1540.337932.850535.381661890.1710.3541037.157561

6、.9665618100.1880.3711141.149588.3805618110.2060.3871244.793614.6155618120.2230.4041348.057640.6624618130.2400.4201450.911666.5144618140.2560.4361553.323692.1644618150.2730.4521655.262717.6024618160.2900.4681756.697742.8223618170.3070.4841857.596767.8153618180.3230.4991957.930792.5753618190.3400.5152

7、057.668817.0933618200.3560.5302156.778841.362JD-11.4型調(diào)度絞車一次牽引U型固定車箱礦車（煤車）最多數(shù)目計算表n(Qr+Q3sin 0 +f 1 cos 0sin 0 +f 2cos 3(Qr+Q (sin 0+f 1cos0) gPbL (sin 0 +f 2cos B ) g18161800.0150.200237.846317.52011161810.0320.217514.542345.1798161820.0500.235791.081372.7336161830.0670.2521067.380400.1735161840.0850

8、.2691343.353427.4924161850.1020.2861618.917454.6804161860.1190.3031893.988481.7303161870.1370.3202168.482508.6333161880.1540.3372442.316535.3813161890.1710.3542715.405561.96621618100.1880.3712987.668588.38021618110.2060.3873259.020614.61521618120.2230.4043529.379640.66221618130.2400.4203798.664666.5

9、1421618140.2560.4364066.791692.16411618150.2730.4524333.680717.60211618160.2900.4684599.248742.82211618170.3070.4844863.416767.81511618180.3230.4995126.102792.57511618190.3400.5155387.227817.09311618200.3560.5305646.710841.362n(Qr+Q3sin 0 +f 1cos 0sin 0 +f 2cos 0(Qr+Q (sin 0 +f 1cos 0 ) gPbL (sin 0

10、+f 2cos 0 ) g16196800.0150.200289.296317.52010196810.0320.217625.846345.1797196820.0500.235962.205372.7335196830.0670.2521298.272400.1734196840.0850.2691633.943427.4924196850.1020.2861969.116454.6803196860.1190.3032303.689481.7303196870.1370.3202637.561508.6332196880.1540.3372970.629535.3812196890.1

11、710.3543302.792561.96621968100.1880.3713633.949588.38021968110.2060.3873963.999614.61521968120.2230.4044292.842640.66211968130.2400.4204620.377666.51411968140.2560.4364946.505692.16411968150.2730.4525271.126717.60211968160.2900.4685594.141742.82211968170.3070.4845915.453767.81511968180.3230.4996234.

12、962792.57511968190.3400.5156552.572817.09311968200.3560.5306868.187841.362JD-11.4型調(diào)度絞車一次牽引U型固定車箱礦車（什車）最多數(shù)目計算表n(Qr+QBsin B +f 1cos Bsin B +f 2cos B(Qr+Q(sin B +f 1cos B ) gPbL (sin B +f 2cos B ) g15231800.0150.200340.746317.5209231810.0320.217737.150345.1796231820.0500.2351133.329372.7335231830.0670.

13、2521529.164400.1734231840.0850.2691924.532427.4923231850.1020.2862319.314454.6803231860.1190.3032713.390481.7302231870.1370.3203106.639508.6332231880.1540.3373498.942535.3812231890.1710.3543890.179561.96622318100.1880.3714280.231588.38012318110.2060.3874668.979614.61512318120.2230.4045056.305640.662

14、12318130.2400.4205442.091666.51412318140.2560.4365826.219692.16412318150.2730.4526208.572717.60212318160.2900.4686589.035742.82212318170.3070.4846967.490767.81512318180.3230.4997343.822792.57512318190.3400.5157717.918817.09312318200.3560.5308089.663841.362JD-11.4型調(diào)度絞車一次牽引7.5m3 V型翻斗式礦車（煤什車）最多數(shù)目計算表坡度（

15、0）至車（輛）（輛）煤什車 （輛）什車 （輛）024181615118111092148763126554105445944368433773328632296322105222115221125221134211144211154111164111173111183111193111203111n(Qr+QBsin B +fcos Bsin B +f 2cos B(Qr+Q(sin B +f 1cos B ) gPbL (sin 0 +f 2cos B ) g2551400.0150.20075.558317.5201951410.0320.217163.458345.1791651420.

16、0500.235251.308372.7331351430.0670.252339.081400.1731151440.0850.269426.751427.4921051450.1020.286514.291454.680951460.1190.303601.675481.730851470.1370.320688.875508.633751480.1540.337775.865535.381751490.1710.354862.619561.9666514100.1880.371949.111588.3806514110.2060.3871035.313614.6155514120.223

17、0.4041121.200640.6625514130.2400.4201206.745666.5145514140.2560.4361291.923692.1644514150.2730.4521376.707717.6024514160.2900.4681461.071742.8224514170.3070.4841544.991767.8154514180.3230.4991628.440792.5753514190.3400.5151711.393817.0933514200.3560.5301793.825841.362JD-11.4型調(diào)度絞車一次牽引7.5m3 V型翻斗式礦車（煤車

18、）最多數(shù)目計算表n(Qr+QBsin B +f 1cos Bsin B +f 2cos B(Qr+Q(sin B +f 1cos B ) gPbL (sin 0 +f 2cos B ) g20121400.0150.200178.458317.52013121410.0320.217386.0663450500.235593.556372.7338121430.0670.252800.865400.1736121440.0850.2691007.930427.4925121450.1020.2861214.688454.6805121460.1190.3031421.

19、076481.7304121470.1370.3201627.032508.6334121480.1540.3371832.491535.3813121490.1710.3542037.393561.96631214100.1880.3712241.674588.38031214110.2060.3872445.272614.61531214120.2230.4042648.125640.66221214130.2400.4202850.172666.51421214140.2560.4363051.350692.16421214150.2730.4523251.599717.60221214

20、160.2900.4683450.858742.82221214170.3070.4843649.065767.81521214180.3230.4993846.161792.57521214190.3400.5154042.085817.09311214200.3560.5304236.778841.362n(Qr+QBsin B +fcos Bsin B +f 2cos B(Qr+Q(sin B +f 1cos B ) gPbL (sin 0 +f 2cos B ) g18145900.0150.200214.473317.52012145910.0320.217463.978345.17

21、99145920.0500.235713.342372.7337145930.0670.252962.489400.1736145940.0850.2691211.343427.4925145950.1020.2861459.827454.6804145960.1190.3031707.867481.7304145970.1370.3201955.387508.6333145980.1540.3372202.311535.3813145990.1710.3542448.564561.96631459100.1880.3712694.071588.38021459110.2060.3872938

22、.758614.61521459120.2230.4043182.549640.66221459130.2400.4203425.371666.51421459140.2560.4363667.150692.16421459150.2730.4523907.811717.60221459160.2900.4684147.283742.82211459170.3070.4844385.491767.81511459180.3230.4994622.363792.57511459190.3400.5154857.827817.09311459200.3560.5305091.811841.362J

23、D-11.4型調(diào)度絞車一次牽引7.5m3 V型翻斗式礦車（什車）最多數(shù)目計算表n(Qr+QBsin B +f 1cos Bsin B +f 2cos B(Qr+Q (sin B +f 1cos B ) gPbL (sin 0 +f 2cos B ) g17170400.0150.200250.488317.52011170410.0320.217541.891345.1798170420.0500.235833.129372.7336170430.0670.2521124.113400.1735170440.0850.2691414.755427.4924170450.1020.2861704.96645