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Tiêu đề Agricultural tractors - Test procedures - Part 2: Rear three-point linkage lifting capacity
Trường học International Organization for Standardization
Chuyên ngành Agricultural
Thể loại Standard
Năm xuất bản 1993
Thành phố Geneve
Định dạng
Số trang 13
Dung lượng 740,75 KB

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INTERNATIONAL STANDARD IS0 789 2 Thi rd edi t i on 1 993 08 I 5 Agricultural tractors Test procedures Part 2 Rear three point l inkage I i fting capacity Tracteurs agricoles M&hodes d’essai Partie 2 C[.]

Trang 1

ST A NDA RD 789-2

Third e itio

19 9 3 -0 8 -I 5

Tra te rs agricoles - M&ho es d’es a i -

Trang 2

IS0 (the Interna t iona l Orga niza t ion for Sta nda r diza tion) is a worl wide

f eder ation of na t iona l stan a r ds b dies (IS0 memb r b dies) The w or k

of pr epa r in Int erna t iona l Stan ar ds is norma lly ca r r ied out t hrou h IS0

which a t ec hnic a l commite ha s b en esta bls ed ha s t he r i ht to b

r epr esented on tha t commite Int erna t iona l orga niza t ion , gov er nmenta l

a nd non-gov er nment a l, in la ison with ISO, also take p r t in the w or k IS0

c ola or ates c losely wit h the Int erna t iona l Elec tr ot ec nic a l Commis ion

(IEC) on all mater s of elec trotec hnic a l sta nda rdiza tion

Dr af Int erna t iona l Sta ndar ds ado ted by the t ec hnic a l commite s ar e

c ircula ted to t he memb r b dies for v ot in Publc a tion as a n Int erna t iona l

Sta ndar d r eq ir es a ppr ov a l by at le st 7 % of the memb r b dies c a st in

a v ote

Int erna t iona l Stan ar d IS0 7 9-2 wa s pr ep r ed by Tec hnic a l Commite

lSO/TC 2 , Tr actor s a nd ma c hinery for a gr ic ulture a nd forestry, Sub-

IS0 7 9 c on ists of the folowin p r ts, u der the gener a l t i e A gricultural

tra tors - Test proce ures:

- Part 1: Power tests for p wer tak -of

- Part 2: Rear thre -p int lnkag lfing c pa ity

- Part 3 Turning a d cleara ce diameters

- Part 6: Centre of gravity

- Part 7: A xle p wer d termin tion

- Part8: Engine air clea er

- Par t 9: Power tests for drawbar

Al rig ts r es rv ed No pa r t of this publcatio may be r epr od c d or utiz d in any form or

by an mean , ele to ic or me hanical in lu in ph toc opyin a nd microfim, w ith ut per -

mis io in writin fr om t he publs er

Inter na tio a l Or ganizatio for Sta nda r dizatio

Cas Po tale 5

l C -121 Ge eve 2 l Sw itz r lan

Pr i te in Sw itz r lan

Trang 3

- Part 10: Mea urement of hyraulc p wer - Tra torimplement

interfa e

- Par t 1 : Ste ring c pabity - Whe le tra tors

An e x A forms a n int egra l p r t of t his p r t of IS0 7 9

Trang 5

A gr icultur al tractors

This p r t of IS0 7 9 sp cif ies test pr oced r es for de-

t er minin the lft in ca pa cit y of r ear -mou ted thr ee-

p int lnka ge s stems:

a) t he maximum v ertic a l for ce which c a n b exe ed

by t he hy dra ulc lf t at the low er hit c h p ints

t hrou hout their ful r an e of mov ement

b) t he maximum v ert ic a l for ce which c a n b exe ed

by t he hy dra ulc lf t, at a p int 610 mm to the r ear

of t he hit c h p int s on a fr ame a ttac ed to t he

thr ee-p int lnka ge, t hrou hout it s ful r a nge of

mov ement

c) o t iona lly , the a bi t y of t he lf t in s stem to ma in-

t a in t he loa d in the lf t d p sit ion wit hout hy dra ulc

p w er

NOT ES

1 To en ure that the lf t in c a pa c ity a nd the hy dra ulc

p wer ar e a deq ate for ef f ectiv e pr a ctica l u e a nd a lso to

allow for v a ria t ion in t he p r for man e of nomina lly identic a l

tr ac tor s, the me s r ed ma ximum p r for man e is r ep r ted

as t ha t which would b o ta ined wit h the hy dra ulc fluid

pr es ur e ma inta ined at 9 % of t he pr es ur e s st a ined by

t he relef va lve (se 6.1.3 4)

2 A sta tic test pr ov ides a n adeq a te comp r i on b t w een

tr actor s I s ould b recog ized tha t the test res lt s ar e to

b u ed only as a me n of comp r i g tr actor s a nd not as

a way of r ecommen in the size of a n implement which c a n

b c ar r ied by t he tr acto

of t his p r t of IS0 7 9 At the time of publc a t ion, t he

edition in ic a ted w er e v a lid Al stan ar ds ar e s bject

to rev ision, a nd pa r ties to agr eements b sed on t his

p r t of IS0 7 9 ar e en our a ged to inv est iga t e the

p s ibi t y of a pply in the most r ecent edition of t he

stan a r ds in ic a t ed b low Memb r s of IEC a nd IS0

ma int a in r egister s of c urrently va lid Int erna t iona l

Stan ar ds

ories 7, 2 a d 3

IS0 73 -Z: 1979, A gricultural whe le tra tors -

hitc )

IS0 73 -3: 19 2, A gricultural whe le tra tors -

Thre -p int lnkag - Part 3: Cate ory 4

IS0 3 4 :19 2, Ind strial lq id lu ric nts - 1.5 vis-

cosity cla sific tion

For the pur poses of t his p r t of IS0 7 9, t he f olowin

def init ion a pply

ma chine havin at lea st t w o a x les, or a tr a ck-la yin

ma c hine, pa r t ic ula rly desig ed to p ul, pu h, ca r r y a nd

o er ate implements u ed for a gr ic ult ura l w or k (in-

c lu in f or estr y w or k), which may b pr ov ided wit h a

deta cha ble loa din plator m

q enc y , in r ecipr oca l min tes (min-‘) sp cif ied by

t he tr actor man f a ctur er for c ont in ou o er ation at

Trang 6

4 Me surement u its an toleranc s

The f olowin u it s a nd toler a nces ar e u ed in t his

p r t of IS0 7 9:

al

b)

cl

d)

e)

f )

9)

5

rot a tiona l f req enc y, in rev olut ion p r min te:

f 0,5 %

time, in secon s: f 0,2 s

distan e, in metres or mi metr es: + 0,5 %

f or ce, in newt on : f 1 %

mas , in kilogr ams: f 0,5 %

pr es ur e, in kio a scals: + 2 %

temp r atur e, in degr ees Celsiu : + 0,5 “C

The tr actor tested s a ll confor m to the sp c if ic a tion

in the test r ep r t (se annex A) a nd s a ll b u ed in

da tion for nor ma l o er a tion

5.2.1 The tr actor s a ll b ru -in pr ior to the test

5.2.2 The hy dra ulc f luid s a ll b as r ecommen ed

by the ma nufa ctur er a nd identif ied by ty pe a nd vis-

c osity in ac or dan e wit h IS0 3 4

5.2.3 The thr otle or gov ernor c ont r ol lev er s a ll b

set for ma ximum sp ed

5.2.4 A pr es ur e gau e s a ll b fited immedia tely

nex t to the ex t erna l ta ppin of the tr acto

5.3.1 At t he star t of ea ch test t he temp r atur e of t he

hy dra ulc fluid in the tank s a ll b me s r ed; it s a ll

b 6 “C + 5 “C I t his c a nnot b a c hiev ed, owin to

the pr esen e of a n oi co ler for exa mple, the tem-

p r atur e me s r ed d rin the test s a ll b stated in

t he test r ep r t

5.3.2 The ambient temp r a tur e d ri g t he test s a ll

6.1.1 General

6.1.1.1 Sec r e the u ba lla sted tr actor in a hori ont a l

p sition s c h tha t the tyr es ar e not deflected by t he

r ea ctiv e for ce of the p w er lf t

6.1.1.2 Adju t t he lnka ge, as a pr opr iate for the

tests with or wit hout the c oupled frame, to a c hieve

t y pic a l a nd r ep ata le ar r an ements as sp cif ied in

6.1.1.2.1 to 6.1.1.2.5

6.1.1.2.1 The lnka ge s a ll b adju ted in s c h a way

as to a c hieve the p w er r an e a nd lower hit c h p int

IS0 7 0-3 For those tr actor s which do not a c hieve

t he stan a r d p w er r an e, me s r e t he lft in for ce

at t he ma ximum a c hieva ble p w er r an e I t he tr actor

c a nnot a c hiev e t he sp cif ied p w er r a nge a nd lower

hit ch p int heig t , the fact s all b stated in t he test

r ep r t

6.1.1.2.2 The up er lnk s all b adju ted to the

len t h neces a r y to br i g the mast of the fr ame v er -

tic a l when the lower lnks ar e hori ont a l

6.1.1.2.3 Where more t ha n one up er or lower lnk

p int is a va ila ble on the tr acto the p int s u ed s all

b those sp cif ied by the ma nufa ctur er a nd s all b

stated in t he test r ep r t

6.1.1.2.4 Wher e ther e is more t ha n one p int at-

tac ment to c on ec t the lf t r od to t he lower lnks, the

c on ec tion p ints u ed s a ll b those sp cif ied by the

man f actur er a nd s a ll b stated in the test r ep r t

6.1.1.2.5 These init ia l adju tments, as far as p s -

ible, s a ll c a use the mast to r otate t hrou h a mini-

mum of 10” from t he v ertic a l to t he a ngle at which the

fr ame is in the up er most p sition I t his is not

p s ible, t he fact s a ll b stated in the test r ep r t

6.1.2 Lif at lower hitc p ints

6.1.2.1 App ly a n ex t erna l v er t ic a l downwa rd for ce to

a horizont a l b r c on ec tin t he hit ch p ints This

for ce, which s all b ca a le of b in me s r ed, s a ll

le in t he c ent r a l lon it udina l pla ne of the tr actor a nd

s a ll b ma inta ined v er t ic a l t hrou hout the lf t r an e

Car e s ould b taken to a v oid torsiona l comp nents

in t his for ce, which c a n afect t he a c cur a c y of me s-

ur ements

6.9.2.2 Deter mine t he lft in for ce a v a ila ble a nd the

c or resp n in pr es ur e of the hy dra ulc fluid at a

minimum of six p int s a pproxima t ely eq a lly sp ced

t hrou hout the r a nge of mov ement of the lf t, inc lu -

Trang 7

in one at ea ch extremit y At ea ch p int the for ce

s a ll b the ma ximum which c a n b exe ed a ga in t

a static loa d Ad it iona lly , me s r e the r a nge of

mov ement

The pr es ur e r ecor ded d rin t he test s all exc eed

t he minimum relef va lve pr es ur e setin

6.1.2.3 Cor r ect t he minimum of t he lf t in lo d to

a for ce cor r esp n in to a hy dra ulc pr es ur e eq iv-

a lent to 9 % of the minimum r elef va lve pr es ur e

setin of the hy dra ulc lf t s stem The cor r ected

value con t itutes the maximum v ert ic a l for ce which

c a n b s p or ted by the hy dra ulc lf t t hrou hout it s

ful r an e of mov ement

NOT E 3 L if t in for ce is pr es med to b direc tly pr op r -

t iona l to pr es ur e

ter i tic s to the thr ee-p int lnka ge

a)

b)

The mast heig t a nd the distanc e from t he hit c h

p ints to the c entrelne of the tr actor s a ll b a -

pr opr iate to t he lnk ge categor y of t he tr actor as

sp c if ied in IS0 7 0-1, IS0 7 0-Z or IS0 7 0-3

Where more t ha n one categor y is sp cif ied, that

c hosen for the test s a ll b at t he man f a ctur er ’

o tion

The c entr e of gra v it y s a ll b at a p int 610 mm

to t he r ear of the hit ch p ints, on a lne at ri ht

a ngles to the mast a nd pa ssin t hrou h t he mid le

of the lne joinin the lower hit c h p ints

6.1.3.2 App ly a n ex t erna l v er t ic a l dow nwa rd for ce,

frame at the centr e of gra v it y a nd ad t he weig t of

t he frame to it to o ta in t he lf t in for ce

6.1.3.3 Deter mine the lf t in loa d a v a ila ble a nd the

c or resp n in pr es ur e of the hy dra ulc f luid at a

minimum of s ix p ints a ppr oxima tely eq a lly sp ced

throu hout t he r a nge of movement of the lf t, inc lu -

in one at e c h ext r emity At ea c h p int the for ce

a ga in t a static lo d Ad it iona lly , me s r e the r an e

The pr es ur e r ecor ded d ri g the test s a ll exc eed

the minimum relef valve pr es ur e setin

6.1.3.4 Cor r ect t he minimum of the lft in loa ds to

tha t cor r esp n in to a hy dra ulc pr es ur e eq iv a lent

to 9 % of t he minimum relef va lve pr es ur e se in

of the hy dra ulc lf t s stem The cor r ected value c on-

stitutes t he ma ximum ver t ic a l for ce which c a n b

s p or ted by the hy draulc lf t t hr ou hout it s ful r an e

of movement

6.1.4 Re ort

The f olowin s a ll b r ep r ted:

a)

b)

cl

d)

e)

f

9)

h)

t he ma ximum cor r ected v ertic a l for ces at t he hit c h

p int s (se 6.1.2.3) a nd at the c entr e of gra v it y of

t he frame (se 6.1.3.4) as a f unc t ion of the lf t in

heig t s me s r ed wit h r esp ct to the hori ont a l

lower lnks for t he whole r a nge of mov ement of

t he lf t;

t he ful r an e of v ertic a l movement of the r e-

sp c tiv e p ints of a pplc a tion of the for ce (se

6.1.2.2 a nd 6.1.3.3)

t he pr es ur e in kio asc als eq iv a lent to 9 % of

t he minimum r elef va lve pr es ur e sett in of t he

hy dra ulc lf t s stem;

t he heig t in mi metr es of the lower hit c h p int

a bov e t he gr ou d in its low er most p sition a nd

wit hout lo d;

t he a ngle t hrou h which t he mast r otates ov er the

ful r an e of lf t;

t he ma in lnka ge dimen ion in mi metr es inc lu -

in the mast heig t of the fr ame, as tested, r ela -

t ive to t he centr e of t he r ear whe ls (on dr a win )

the temp r atur e of t he hy dra ulc fluid at the star t

of ea ch test in degr ees Celsiu ;

the c a lc ula ted moment a r ou d t he r ear ax le in

terna l lf t for ce at the frame which c a n b exer t ed

t hrou h t he ful r a nge of movement

NOT E 4 A s it a ble test r ep&t form is s own in

anne x A

NOT E 5 This test is o t iona l at t he r eq est of t he ma nu-

f actur er

6.2.1 Sec r e the tr actor in ac or dan e wit h 6.1

6.2.2 Ap ply a downwa rd v er t ic a l for ce eq a l to t he

maximum v er t ic a l for ce which c a n b s p or ted by

the hy dra ulc lf t t hrou hout t he ful r a nge of mov e-

ment (se 6.1.3) to t he frame at it s centr e of gra vity

a nd ma int a in it throu hout t he test

Trang 8

6.2.3 With the hy dra ulc lf t a nd it s contr ols in t he

a nd me s r e the v er t ic a l heig t of the p int of a ppl-

c a t ion of the for ce

p r ted:

a) t he for ce a ppled to t he frame;

6.2.4 At int er va ls of 5 min ov er a p r iod of 3 min

r eme s r e t he v er t ic a l heig t

b) t he decr ease in the heig t of the p int of a ppl-

c a tion of the for ce afer ea c h 5 min interv a l;

c) the ambient temp r atur e at the star t of mea su n

Trang 9

A nnex A

(nor mativ e)

Tr ac tor ma nufa ctur er ’ name a nd ad r es :

Date a nd loc a t ion of tests:

A 2 Spe ific tion of tra tor Tra tor Model: Ser ia l No.:

Ma ss wit h tanks ful but wit hout ba lla st or d v er : k g En in Make:

Ty pe:

Rated sp ed: min-1 Model:

Ser ia l No.:

Hy ra lc fluid u e in te ts Ty pe: V isc osity : mm+ NOT E 6 1 mm*/ s = 1 cSt V isc osit y in ex :

Ty pe of hy dra ulc s stem:

Heig t of lower hitc

Vertic l

f ul ra g

Pr es urel)

k Pa

a o t

re r

a le

k N.m

T ilt a gle of ma t

o er ra g of lf

degr ees

I

I) 9 % of minimum relef valve pr es ur e setin

1

Trang 10

T emp r atur e of hy dra ulc f luid:

“C

For ce a ppled to frame: k N

Ambient temp r atur e at t he star t of mea su n : “C

5

IO

15

2

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