Heide Pumpen

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H E I D E - P U M P E N ®



P U M P E N F O R D IE GANZGROSSEN A U F G A B E N

G an ze S c'h iffe e ntla de n, g ro Be M en ge n F es tsto ffe a ns au ge n,

S and und K ie s a n d ie O b e rfl ae h e b r i nqsn , B e n to n it , S c h la c ke ,

'Sch lamme u n d 0 1 ,a b p u r np e n . U nd d a s a l le s ln v i e lf ii lt ig en A r be it s ~

b e r e t e n e n , b is z u 1 : 2 0 Me t er T a u c hU e fe .

B e ta tl g vn g s ,f el de r , a u f d e n en H e id e -P ump e n s le h e ff iz ie n t v e rs ta r -

k en k on nte : R e ch tz eitig z um 3 0. G e bu rts ta g u ns ere s U nte rn eh -

m e n s l m J ah r .2 .0 0 9 ha b en w ir i m t ta li en is ch e n T l'a d iti on s- Un te r-n e nm e n D ra g f! ow e in e n e e hte n s tr ate ql sc he n P a r t n e r gefunden .

N ur s in - p aa r Ja hre ji.in ge r a ls H eld e-P um pe n, h at D ra gflo w 1 m

B ere ic h v on B a gg erp um p en u nd P an ze rta uc hp um p en ein e w elt-

w eit exk lu sive S te llu nga m M ark t e rre ich t. N ach la ng ere r un d

e in ge he nd er P rU fu ng s aq en w ir: D ie se P u mp en v erd ie ne n e S,in

GFLFUMI"!NG THE IMP-CSS1BLE

u ns er S ort im e nt a ufg en om m en z u w erd en . F urS 'ie a ls K u nd en is t

d ie S yn erg ie , d ie in u ns ere r Z us am m en arlle it e nts te ht, v on e nt-

s e he ld e nd e rn W n te ll : O le a u sg e re ift en P ro d uk te v o n D ra g iJ ow s in d

abso fo r t fO r S i e e r ha l tl ic h . M it d em Ih ne n vo n H eid e-P um pe n

v e rtr au te n S e rv ic e - i nk lu s iv e d e r b lit ls ch n el le n E rs a tz te il ve rs or -

g u ng ! U n d u n s e n ts te h en d u rc h d ie s lr ate g is ch e E rw e ite ru n g k e in e

e ig e ne n E n tw ic kl un g sk os te n , d ie w ir a n S ie w e i1 :e rg e be n r nu ss te n .

Lemen s ie je tz t e in e w e ite re S e it e v o n H e id e -P um pe n k e nn e n! U n d

v ers eh affe n S ie s ie h m it d ie se m P ro sp ek t e in en e rs te n O b erb lic k

u be r u ns er n eu es A n ge bo t a n B a gg er- u nd P an ze rta uc hp um p en .

W e .i le rg e he n de l nt or m atto n en fi nd e n S ie a u f

www.he ide-pumpen.de

3

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http://www.heide-pumpen.de/




E L E K TR IS C H A N G E T R IE B E N E B A G G E R T A U C H P U M P E N

E L 5 ,E L 7 .5 , E L 1 0, E L 1 '2 .5

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EL1D 4 3 7 2 5 1 0 0 4 3 5 9 1 7

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ELl2.5 ' 4 3 7 25 10 8 43 5 917 2 0 0 -

EL 12.58 4 3 7 2 5 1 0 0 43 5 9 1 7

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E L 7 .5 10 0 6 0 1 - 2 . 1 2 7 , 5 1 1 i i 15' 1450/17'50 2 5 2 5 0 '

EL 7 . 5 5 1 0 0 6 0 1 2 1 6 1 0 1 7 ; 5 1 4 5 0 ! 1 7 5 0 2 5 2 6 0

a re 1 0 0 60 1 5 ts " 0 / 7 . ; 5 1 45 0) 1 7'6 '0 25 28'0

E L 1 0 S 1 0 0 6 0 15 1 9 1 2 , 5 / 9 145 0 J 1750 2 5 2 7 0

El12 .5 1 0 0 6 0 1 8 19· l2;51 9 1450/1750 25 2 70

E L 1 2 .5 S 1 0 Q 60 18 2 3 1 5 / 1 1 1450/1750 2 5 2 . 8 0

8.12,5SS 1 0 0 6 9 8 - 28 l8/13 1 4 ' 5 0 / 1 7 5 0 2 5 2 9 0

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DAUMASSE

1 1 . 1 1 1 1 I

II] 1 3 4 4 3 7 5 5 4 0 6 6 7 3 2 3 3 2 7

E L 3 S 1430 37 5 6 Q O 7 7 ' 4 363 374

' 1 3 6 H C 1 4 6 5 3 7 5 5 4 0 7 3 6 3 0 7 3 5 0

[LBO 1 6 1 0 4 0 0 5 4 8 747. 3 0 3 4 362

~l60HC 1660 4 5 0 5 4 8 997 44 9 4 6 7

EL100 2050 6 0 0 7 6 0 9 8 5 4 5 0 5 3 : 5

E l 1 5 0 2 6 3 0 7 0 0 1 0 1 5 5 4 2 6 1 0 6 5 2

I . . E I S T U N G S A N G A B E

GFLOWPUMPING T'HE IMPOSSIB\,_E

K T R IS C H A N .G E T R IE B E N ,E B A G G E R T A U C H P U M P E N

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T V P D R U C K - F O R D E R - F O R D E R - A PS /KW DREHZAHL K o n N - G E W I C H T

A B G A N G M E N G E Ht iHE (400 v) 50 /60 H z D U R C H G A N G K g

( D N / P N ) ( m 3 / h ) (m ) (0 mrn )

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E L 2 58 150/10 14 0 1 4 37 25118 s e n /1180 a s 6 9 0

E L 3 5 A 100/10 9 0 30 53 35126 980/1180 35 750

H35B 150/10 14 0 22 5 3 35/:26 ' 9 8 _ 0 / 1 1 8 0 35 7 6 0

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EL60HC 2 5 0 / 1 0 72 0 5 8 9 6 0 / 4 4 98 0 1 1 18 8 ! ; I O 1 3 0 0

El100A 2 0 0 / 1 0 3 5 0 3 0 158 1 0 0 1 7 5 7 5 0 / 9 0 0 6 0 2 0 0 0

EL150A 2 5 0 1 1 0 720 2 2 2 4 0 1@!110 6 0 0 17 2 0 1 2 0 4300

El150B 3 0 0 / 1 0 9 0 0 1 8 2 4 0 1 5 0 / 1 1 0 6 0 0 / 7 2 0 1 2 0 4 3 5 0

5




HY24

H ,Y D R A U L IS C H A N G E T R IE B EN 'E B A G G E R T A U C H P U M P E N

43 5Q. Mint ies t

4 ;j Wa~~lii.nd

~ } - - - - - - - - - ( ~ I ~ JH Y D R A U L IS C H A N G E TR IE B E N E B A G G E R T A U C H P U M P E N

HY 35, HY 50 , HY50 HG , H Y 85, H Y 85 HC , HY 175, HY 220 , H Y 300 , HY 400

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(mm) (mm)

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HY50A IB 1330 4 6 0 e o o 774, 3 6 3 3 74 4 1 - 8 2 7 0 2 9 8 9 0 2 60 0 f 61 0

HY 5 0HC 1 4 2 5 4 6 0 5 4 0 7 3 6 3 3 4 3 5 0 4 1 2 2 7 0 2 8 2 9 0 2 7 0 0

HY85A IB 1 3 9 0 46 0 ~8 7 4 7 3 3 4 3 6 ' 2 428 ' 2 9 0 1 9 7 9 3 3 7 0 0 l n l l

MY 85 He 1 4 7 0 4 6 0 5 4 8 1 0 2 0 4 4 9 4 7 8 4 8 5 3 2 6 3 4 0 1 1 6 5 1 0 0 0

HY175A 1 8 9 5 6 A ' O 7 6 B ~ 8 5 45 0 5 3 5 5 4 : 5 : 400 40 0 1 2 . 5 0 18 00

H Y 2 20 A lB 2 4 0 0 6 4 0 1 0 1 5 1 3 5 7 5 7 6 65 2 7 5 0 4 7 0 4 5 3 l600 3 5 0 0 / 3 5 5 0

HY300AJB 2 4 0 0 6 4 0 1 0 1 5 1257 5 76 6 5 2 7 5 0 47 0 45 3 '1600 3500 J '3550

HY400A/B 2 6 0 0 6 4 0 1 0 1 5 1 3 5 7 5 7 6 6 5 2 7 5 0 4 7 0 4 5 3 1 ; 6 0 0 3 5 5 0 / 3 6 0



PUMPtNG Tf-IE IMPOS5IB1...E

GFLOW

fE .C H N IS C H E D A TE N

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P O W E R

PS /KW KW

m in I m ax m in I m ax

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HY35A 100/10 100 /120 e o 12 8 980/1180 25/35 18/25 35 55 2lej.~50 54/65

M Y 3 58 150/10 140/170 14/20 ~98011180 25/35 18/25 35 55 210/250 54/65

HY50A 100/10 90 / lO8 3:0/42 ~gO11180 35,/"50 25/37 35 7 5 ,210/250 74/.89

HY50 B 150110 140/170 22132 98011180 35/50 25/37 35 75 210 1250 74/89

H Y i O H C 150110 .210/25,0 1S 121 '~80 /1180 35/50 25/37 6 0 75 21 0 i 2 ' 5 0 74/8~'

N Y 85 A 150110 200/240 22/30 98011180 60/85 44162 60 108 2501300 106/130

H Y 8 5B 200/10 350 / , 4 28 16/'29 98011180 60185 44/62 6 0 1'08 250/,300 106/130

HY 85 H e 250/10 720/860 5/7 980/1180 60/85 44/62 90 108 250/300 106/130

HY 175 A , 200/10 3501420 30143 7501~OO 117/175 "f5/128 6 0 335 210 / 2 i l O 2152J 30 2

N Y 22 0 A 250no 720! 860 22/26 600/650 150! 220 110/160 120 500 230! 300 3001325

M Y 220 B 300/10 900/975 , 1 8 ' 1 2 1 600/660 150/220 110/160 120 500 230/300 3 00 1 32 5

.I Y 300 A 250/10 720 /900 22/34 600 / 750 150 /292 110/214 120 500 230 /350 300 /375

flY 300 B 300/10 900 /1200 1'8/28 B O G / 7 E O 150/92 110/214 1 2 0 5 0 0 230/350 3'00 t375

N Y 40 0 A 300/10 950/1000 34/42 750/850 320/400 239/400 120 710 270/300 535/605

N Y 4 0 0 B 350/10 1100t120() 28/:34 750/850 3201400 .239/400: 120 710 3 0 0 535/605

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H YD RA UL IK AG GR EG ATE [pO WE R P AC K) M n V AR lA BLE R D RE HZA HL

• V o l l S c ha llg e sc in u tz to d e r S ta n da rd G r un d ra ln m e n

u o s e r e H y dr a u l ik -A g g, r e ga te (P o w e r P a c k) w u rd en s pe z ie ll a u f

d ie A n fo r d e r u ng en d e r v ers ch ie de ne n P ur np en ty pe n k on str uls rt

D e r A n tr ie b v o n z u sa tz lic lie n E in in e it e n w ie W i nd e n, K e tte n zu g en ,

S p i l l p u m p e n usw , is t p ro h le m lo s m o g l ic h .

A u fb au u . A n t r ie b d es A g g re g a ts s in d f r e i w a hlb a r ; z ug e s ch n i t l e ~ n

a u f lh re s p e zie ll e n A n fo r d er un g e n :

• S c h a l t a n la ge n n ac h Ih re n V o rg ab en

( G SM , F e rn a ns te u er un g en , F re Q u en z um r ic h te r e tc .)

• D ie se l- o d e r E le k 1r o an tr ie b

P r o d u k lb e i s p ie l H y d r : a u li k -A g g r e g a t e

( G ru n d r a hm e n v e r s io n m i t D i (lS e i m o t( )r u . W e t te r s ch u l2 d a c b)

• K a n z e ln u n d A r be it s k a b in e n r u r d en B em e b a n L an d o d e r z u W a ss er

I I

P U M P M O D EL O L B E D A R F

( m i n i m a x !II m i n )

D L D R U C K m a x .

( B a r )

L E I S T U N G E lE K T R D M O T O R

( K W / P S I

HY24 0+40 3 00 24/33 EP024

H Y 3 50;: .6.5 2S 0 3 3 /45 , EPD ; l 5

H Y35 + 1 E XH Y20 0+65+0+35 250/250 51 /69 EP 035E12

H Y 3 5 . . . E X H Y 2 0 O -:-.65oJ -O +70 250 /2 £0 68/93' EP035E22

H Y 50 - 50 H e 0+89 250 45/62 EP05 0

HY5O+1EXHY2D O+89+Q ,+35 250 J 2 50 63/86 EP05 0E12

H Y50 + 2 EXHY20 0-: - .89+0+70 250 / 2 5 0 81/110 EP05 0E22

H Y 8 5 - :85HC O~130 3 00 79/108 E P O S S

HY85 + 1 E XH Y 20 0+130+0+35 300 / 250 97/ 1 3 2 EP 085E12

R Y 8 5 + 2 . E I H Y . 2 D 0, : - .30+0f -70 B O O 1.250 115/156 EP085E22

HY8S /160 a u f A n f ra g e

H Y 8 5 I 1 6 0 +1 E X H Y 2 0 a u f A n f ta g e '

HY85 I 160 +2 EXH Y20 a u f A n f ra g e

. HY t 15 r i i c l : J t l i e f e r b a l "

H Y1 7S + 1 EXHY35 n i c h t l ie f e rb a r

IIY l75 + 2 E XH Y3 5 n i ch t l i e f ~ r b a r

H Y 2 2 0 a u f A n fr ag e

H Y 2 2 0 + 1 E X H Y 3 5 a u f A n f r a g e

HY 220 + 2 EXH Y35 300 / 250 255/346 a u f A n fr ag e

H Y 3 0 0 0+325+0+ i0 3 00 268f364 a u f A n f ra g e

H Y3 00 .. . 1 EXH Y35 07375 a u f A n f ra g e

H Y 3 0 0 + 2 E XH Y 3 5 350/250 324/440 a u f A n r ra g e

I IHY4 00 0 +3 75+ 0+ 1 10 n i c h t l le t e rb a r

H Y 4D O ... 1 E XH Y 35 n i d l t l l e f e r a a rI

H Y40 0 + 2 EX HY 35 n i c h t l ie f e rb a r

DP024

DROSS

DP035E12

D 'P035E2 . 2

DP05 0

DP€ l 50E12

DP05 0E22

D P O B S

DP085E12

DPQ85E22

a u f A n f ra g e

a u f A n f ra g e

a u f A n f ra g e

n i e h t i ie f e rb a r

n i c ht l ie f e rb a r

n i G h t l i. e fe r b a r

a u f A n f r a g e

a u f A n f ra g e ·

DP220E23

DP300

a u f A n f ra g e

DP300E23

a u f A n f ra g e

a u f A n f rq g ,e

a u f A n f ra g e

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HYO RAUU S CH E B AGGE R ·RO HR K()P F E

1 1 t:H N IS C H f D A TE N

R i . i H R K O P F

E XH Y 2 0

UnEH l AHL (1/min)

L E IS l U NG ( D au e rl e is 1 u ng i n P S )

I F I T U N G ( 'l n te rm i it iB r end i n P S )

6LBEW" tF l /m in

O L D R U C K (Dauerbe t r ieb) b a r

i H . D R U C I ( ( In t e rm i t ti e rende r B e t ri e b )

n n E H M O M E N T (Dauerbet r . ieb) N M

D R E H M O M E N T ( In t e rm ' it t ie r ender Beb ieb}NM

G W IC H T .

30/40/50

11/1,5 l1a

13/18/22

22129 /36

2 5 0

3 5 0

2 60 / 261 / 2 6 2

3 11 f 3 13 /3H

5 0 0

30/40/50

l& /241SD

21/28/36

35/46/58

2 5 0

. 3 6 0

418 / 420 / 42 3

501/504/ S07

600

l U B U O R

Hochriruck-SprJId( isen

( in V e rb in r : lu n g m i t S p ii lp u m pe H D )

Druckausg le i chs .beh i i l t e r

( T ie f en - o c I e rO f f s h o r e a u s f i J h r u n g )

Ermogl i tht T a.u ch ti# en b is z u 3 00 m .

S p e z i e ll e A u s f iJ h r o n g e n fu r B e n t o n i t

( S p e z f a l f i e f b a u ) e r l 1 a l t J i r : h .

N e u ; J e t z ta u c h mit S p O l v o rr ic h l u n g .

Adapte rb l eche lAnbausys teme

F O r . a I l e gang igen B a g g e r e r h ii lt ii c h.

9



HE IDE -PUMPE®

A N W E N D U N G S G E B I E T E

D R A G F LO W B AG G ER -/P A N Z E RT AU C HP UM P EN S Y ST EM E -

p um p in g th e im p os sib le

O bera ll d o rt, w o b sr ko m m le he T a uc hp u rn ps n an ih re G renzen

s to Ge n b eg in ntd er E in sa tz v on D H AG FL O W B ag ge r-/P an ze rta uc h-

p ump e n .

nu r ch d ie V erw en du ng v on c hro i1 1le gie rte n S ta Jl,le n, e in er optl-

m a le nA u sw a hl v on W e lle nd ic ht un ge n b el n ie dr ig er 0 r e hz a b l we rden

a uB e ro rd en tlic he S ta nd ze it en e rr eic ht .

E IN I G E A N W E N D U N G S B E I S P IE lE :

I I

II

C h em i sc he In d us tr ie

B eh an dlu ng lv er pu mp en v on S ch la m m en , E in sa tz in P um p-

. s ta tio ne n, E nfla de n v on S ch iffe n, H a v a r t e n

S tah l i n dus t r i e

P um p en v on v eru nr ein ig te m K U hlw as se r, P ro ze ss wa se r

(W a lz zu nd er)a us z .B . W a lz stra Be n o de r S ch le ife re ie n,

F tird er me die n w ie S ch la ck e, K o'h l'e - o de r A sc ne sc nls m-m en , g eliis te s B itu me n u sw .

M o n t an in d u s1 rie , T u n ne lb a u

P ump e n a l l e r M en von a b r a s l v e n S eh 'la m m en (K o hle -,

S e dim e nt -, B e nt on it - Ka l ksch l amme) , Wasse rha l t u ngen ,

V erp um p en v on O be rtla ch en sc hla m m, V ortr 1e bs arb eite n,

E in sa tz in K oh le - un d R e l t e n w a s c h a n l a q e n etc .

Bau indus tr i e

P um pen von Ben ton il(spe z ie ll a u s T ie te n b is zu 120 m ),

P um pa rb eite n a lle rA rt im S pe zia l-, T ie f- u nd W as se rb au ,

ve rpum pen von S and , S p litt, K ie s u n d S c h la m rn e n,

Wasse rha l t u ngen lrn T le f- u nd T un ne lb au , k Dn sllic he

L an dg ew in nu ng , E in sa u in H e if en w as ch an la ge n etc.

Kommun e /Wa s s e . r w i r t s c h a f t l K t a r a n l a g e n

P um pe n v on (k on te rrn in ie rt.e m ) S ch la m m, Sch l i c k un d

iiiiiiii S an d, a ls fe st in sta 1lie rte s P um p sy ste m z. B . im S and -

fa ng , R ein ig en v on A nla nd un ge nlA bla ge ru ng en in S ta u-

seen , S een , und H Ossen . O be ra ll do r t w o V e rs ch le iB -

fe stig ke it u nd h oh e B etr ie ss ic he rh eit w ic htig . s in d.

. .

D er D H AG F LO W H oc hle ls tu ng srO h rk op f e rm iig lic ht m a xim a le F es }-

:s1 offa ns au gu ng . D as F un ktio nsp rin zip : b el D re hza h! w ird d as u rn -

g eb en de W a ss er g le ic h e in em S tr ah l n a e h u n te n g er ic ht et u rn d am it

s ed lm e l1 tie rt.B s M ate ria l a urz uw irb eln , d ie s v ers eh afft d er P um pa

w eite re V orte lle . A uch beS itz t d e r R uh rkop f e in e besonde rs hohe

V ersc hle iB fe stig ke lt u nd e s k iin ne nF es ts to ffk on ze ntra tio ne n vo n

3 0V ol. l% e rr eie ht we r d e n .

Guss i ndus t l 1 i e

P um pe n vo n W alzz un de r, S ch la ck e cd er a nd ere r a bra sl-

ve r M ed ien in G ieBe re ie n oder tm Fo rm enbau ..

n.

,. . Dredg ing ' /Of fshore

A usbagge rn (d redgen ) von A blage rungen an Spo r t- u nd

I nd us m eh af en , V e rla de ein rlc ht un ge n, Pu m pe n v on k on te r-

m in ie rte m S ch la mm , S ch lic k u nd S an d, k On stlic he L an d-g ew in nu ng (w ie de ra ufs pu le n v on s t r a n e e n Sandb i i nken

e tc .), R eln ig .e n v on A nla nd un ge n/A bla ge ru ng en in S ta u-

seen , S een , un c i F ti. is sen . A usbagge rn (d redgen )

vo n sc hw er e rre ic hb are n V orko mm en JA bla ge ru ng en

b is in 120 m T ie fe d ie m it n o rm alen S augbagge rn

n l ch t e r re l ch t we rden k o n n e n , a llg e m e in e S a n dg e w in n un g .

P et ro ch em is ch e- u nd M in er alt ilin du slr ie

A ein ig en v on H oh iilta nk s, ve rkok t sn Pumpens i lmp fen ,

Samme l beeken , B un k e rn , u sw , Sch l ammt ran spo r t ,

A us ba gg ern (d re dg en ) v on A bla ge ru ng en v or B oh rin se ln

o d e r O f f sh o r e- P la t tf o rme n

II.r a f twe r ke

I R ein lg un g v on v ers an ds te n K ra ftw erk sa ns au gu ng en

I ( F lu ss o d e r s tausee) , E i 'n b a u : in N o t p u m p s t .a t io n e n r P u m p e n

v o n P r ob le mm e d ie n a u s A s c h e b un k a r n, Kal 'kdos ie rungs-

a n la g en , K o h le w a sc h an la g en

Kies~,S and~ und Oua r zwe . r k e

S an dg ew in nu ng , P um p en v on Q u a r z - u n d K i es s c h lamme n ,

K Oh lw as se r vo n S te ln sa qe n. W as se rh al1 un ge n in K ie s-

lin d S le in br Oc he n u sw .



GFLOWPI.JMPING T....E II!IIIPOSSIBL.E

A N W . N D U N G S F O T O S

I IYllbl!. / J i m m i l i m K a t a s l r o p h f m s c h u t z

E L lO S : V e r p u m p e n Y o n -

S O h / o m m a u s T u n n e / b a u s t e ll e

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S l1 n ds .u s pe n si an i n e in e m . Ki es w e rk

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S c hm u t zw a s s er a u s R e it en w a s ch -a n l a g e

mOB. : P um p e /! w n A bw lls se r a us a e r H Y 4 00 ; L i. is ch en v o n S a nd a us e in e r

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DAGARTAUCHPUMPEN ARBE IT SP lA T T FORM

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TECHN ISCHE DATEN :

1 . P la tH o rm :

2 s e i~ l ic h e Sc hw l rnmko rp e r

1 Zen tT al S c hw immko rp e r

• S ta ti\ ' zu rA ufn ah me d er Purnpe

• , A n s tr ic h Seewa s s e rt a u g li c h

• b es tilc kt m it Z ln ka no de n

2 . H y d ra u lik a g gr e ga t ( P ow e r P a ck ):

• D i es e lm d t or ( H er st e ll er g r oB e n a bh a n gi g)

• T a n k a n la g e (K :r a fl st o ff fH y d r a uH ki :i l)

• E l ek tr is c he S c h al tz e nt ra le ( B or d el el <t ri k)

• B a tt -e r ie n

3 . H u b w e rk IW i n d en :

4 h y d ra ul is c h e An k e rNe rt a uw in d e n O e 50 rn Stahlse i l )

1 h y d r a ul iS c h e s Hubwe r k f. P ur np e (3 0 m S ta hls eil)

4. Ba g g e r l a u c h p umpe :

1 D r a gf lo w P ump s

2 ROh rw e rk e / H o c h dr u ck -S pO il ri ng ;

5 . 16 . H y d r a u li k~ S c b la u c h t. ro mm e l n ( m a x . A r b e U s ti e fe 1 5 m )

B e st Lic kt m i t a ll en V o r- IR u ck la u fs cl ll au ch en f O r B a gg er pu m p e

und R i l hr k b p fe . Hy d r a u l ik s c h la u c h e w er de n e nts pre ch en d d erA n fo rd e ru n ge n g ew a hlt.

13




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B A G G E R T A U C H P U M P E N A :R B E 1T S P L A T T F O R M

Vers i on m it Vol la l : l ss ta t tung

I I

T E C H N IS C H E D A T E N :

1. P l a t t f o rm :

2 sei t l i che Schw immk6 r pe r

1 Zent ra l SChw immko r p e r

• S ta tiv z urA ufn ah me d er P um pe• A n s tr ic h S e ew a s se r ta u q ll ch

. . b e s tu c lc t m i t Z i nk a n o de n

. . H e l in g

• S c hl itl en u n te r d e n S c h w im m k 6 rp e rn

2 . H y d ra u lik a gg re g a t ( P D w er P a ck ):

. . D i e s e lm o t o r ( H e r st e ll e r g ' r6B enabhang i g )

• l a n kan lage (K ra f ts t o ff lH yd r au li k o l)

.. E le k tr is c he S c h alt zs n tr ale ( B or de le k tr ik j

. . B a t t e ri e n

. . S cha l ls ehu t z gehause

3 . H u b w e rk IW i n de n :

4 h y d ra u li sC h e A n k e rN e r H luw in d e n (je 50 m S tah lse i l )

1 h yd ra ulis ch es H u bw erk ·f. P um pe (3 0 rn S ta hls eil)

4. Ba g g e r t a u c h p umpe :

1 Drag f l ow Pumpe

2 R j jh rw e r k e / H o c h d r u ck -S pO l r in g

5 . 16 . .O il h os es h yd ra u lic s p

B e s t o c k t m it al len V o r - l R i . i c k l a u f s c h U i . u c h e n fO r Bagge r pumpe

u n d ROh rkop fe

H y dr au lik s ch ra u ch e w e rd e n e n ts p re c he n d d e r A n fo rd e ru n ge n

gewah l t

7. Kabine:

. . F r o nt sc h e ib e m i t S c ll e ib e nw is c h e r

• S e itlic h e A u s ga n g st jjr

• K l i.maan l l. ) .g e

• Z e n tr ale S c h a l t w a r t e• B e le u ch tu n g



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PUMPING THE IMPOE-SIElLE

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; I I I I A I J C H I 'U M I N A R B I T S P L A T T F O R M

V M l 1 1 t m 1 1 1 1 1 1 J 1 I 1 I . n U l u ! I I I 1W l f j M il p O lllllla u elJ ord kra n (s ch w en kb ar )

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GFL \JPUMPING THE IMPOSSIBL.E

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