8
7
6
5
4
3
2
1
Nr.
Helling
Bovenkant mast tot hub
Hart mast tot hub
Gondel hoogte
Gondel lengte
Gondel breedte
Excentriciteits meting
Diameter rotor
Omschrijving
5º
3,6 m
7,5 m
12,9 m
22,6 m
12,0 m
12844 m2
Ø 127 m
Afmeting
21-04-1995
1.
referentie
1. 2
blad
WXXT
Algemene gegevens Deze berekening
is opgesteld
ten behoeve
600kW windturbine,
met een 50 m mast.
In deze berekening
zullen de gekozen
zal de bijbehorende
1.1
i
doss er
jcb
wapening
worden
van de fundering
afmetingen
worden
van
de BONUS
gecontroleerd
en
vastgesteld.
Hoofdafmetingen:
Octogonale
Palen
betonnen
grondslag
breedte dikte
plaat: = 10,5 m
= 1,0 m
Mast
8
stuks,
hoogte
afmetingen
47,75
afhankelijk
m, diameter
~3636
mm
van
de
uitwen-
dig onder en ~1500 mm ui tw. boven.
'..1\
III ~
adviesbureau voor bouwtechniek
bv
abt
. 2 9 MEI "\995 De Secretaris _:··_:~·..~·/:_-.-·jt·
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-
I
IJ
\
/
\ L -1a.ndboI~rr
M - melkplaats o - olietank S - silo V - veestal Vh - varkenshok
B - t:ijschuur
G - gieWtie;f T - trallSbu,*, -
<>1'JiIIts
Q)-aanbouw
oppervI:
1. .3 J.cJ S h Cl
Wb - wagenberging Wh - warenhuis
Ea-garage
K -lcipperlaok lPn-: 0r0dD.-'
//
Kb - kapberg Ks - kapschuur
W-wmng
A - aal •..".
/// /
_ Of'. _ -
-m zijn
gebouwd
door de pachter
&NiIIIEESTER DER DOMEINEN TE NOORDOOSTPOLDER ERFSmIATIEOPST ALLEN PACP.a;
BEDRIJF: E
i
lP. Dav d s
GELEGEN
AAN DE:
27
Zuidermeerweg
45
gec.: gez.:
arch. I volgn., A1 form. I stamboek 63886 nr.
i~
....:::(~-r;:!d) 2. ë~ '
]..' '...J,Q~::I C) ::I.; ::>JlJ '. o.!)'•.••.• ~,....J.I"(! ': •• "c:::: IJJ.\.IJ '.I . JiJ
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cm, U12~ ~
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apf0~ UJQl apl
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apf 04 ID+01
ZLj '.JI j
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2 8 APR 1995
§ CD
+39170
:sr
+26140
sr
o
,...
•...
0\
M
+13070
sk
Het amJtq.wd vermogen
ist).37 Kw.
+0,00
Raf.:
~E:rp.pro;.
Lagerwey 18-80 op 39m mast
.r-l ~ .1--...1 ..
•
Gel: <
~
•
~~1 ~
Postbus 6401
~.
LAGERWEY WINDTURBINE
3774 ZG Kootwijkerbroek Tel.: 03423-2265/ Fax: 03423-2353.
BV
8.1
ISchaal.:
1 :250
ITek.No.:
BA.3029
d.d.:
Form_:
Wijz.:
13-11-92 A4
·
\
--
....
..
2 8 APR 1995'
e Secretaris
T~
BEl
,. \
.
\\
\
\. \.
,, "
.
\
"V
Kb-~er!;
l·.;lzndbcvwsctuJr
_ Ks-lipschuur .M~a:s
hw-:tIÏng
~~~$t.~r
o -_tank
h,terk.e1der Ftrz...•osfo.tmatar
.~
h~~è~
S-!I1o
-__ V~ ~-1iiEbnshok
I··~~IJW
Wb~~rslng Wh -.renhvls
I-;g~..'·age (~k;ppen.\;Ok
ROOlHSiffi'lER DOMEINEN TE NOOROÖOSTPOLDER BEDRfJF:
ffiPSITl3A1lEfGPSiÄÜfN HjnÇ/~~91 FACHra
~:
1:1000
GiA. TtlOIST
/}?~/ó'/"",f:J. nr'
Ir) ;1'36 GELEGEN
AAN DE:
E 46
0,5
©
oo
LO Cl)
J._
0>
-g
DETAI..A schaa/1:5
Q)
3:
.-
lO ,0
0
LO
f?"ii 'ï::...J CD 0>
-:>.~-o
:J
CD
C
0>
Cf)
CD
.-cc:>0;>
Conservering: (AIeenboveneinde paal)
-Stralen Sa 2 1/2. -45lrii:ron epoxiezink. ~'2x15Dmicronepoxy HB
CD
~
~
2x Bout * M12x30
oo (I')
RVS A2. DIN 933
ü·!;;
Q) C/)
C
o
•
Ü
I
Plaat 12mm LO
o o
o CD
, AANZICHT
P Schaal 1:20
3.ülenadESlassen. 'hssenïmien niet nader allgegeSJ a=6 '2x
'BOUfJmP
I'-.Gewicht: ±6350
op flens om de 1800 SAM. 1-PAALSFUNDERING LW18/80/39 L=12m
T ek.No.:
d.d.:
V'~.
\S .
~~
"
kg I.
Hanzeweg 31 3171 NG Barneveld
LAGERWEY WINDTURBINE BV fel: 03420-22724/ Fax: 03420-22861
baJh.1mlg.N3i:3634
Schaal.:
M.3830 ,
Pos. ref.: F.3677
01-05-95
AID:
1:50
Wijz.:
Gez.:
Get.:
[Ra]_ Vorm / plaats tol. volg. NEN:11 01_niet
.A.P.~ getolereerde
maten:
grof N
OIO: 1136
~77±1 II+" 1~0,5 -0,0
.~ 105° RB
j1774f
1686±o,5
\
60 gaten
'~
,,\
Mat.: Fe 510 C Gaten verz.: 2x45° Randen afbramen Pos. raf.: Stukl. raf.: Wijz.: Tek.No.:
FLENS 1-PAALSFUNDERING LW18/B0/39 L=12 m / 15Gez.: m
rif,., , ,3171
'S ~~,;.\
Lk-I· ...~ d.d.:
Schaal.:
H<meweg 31
NG Barneveld LAGERWEY WINDTURBINE BV Gat.:
TEl: 03420-22724 / Fax: 03420-22861
&J\it1.~JI/EH:3634 [Ral_Vorm I plaats tol. volg. NEN:1101
"
'6
M.3832
01-05-95 1:10/1:2 A.p.~1
~:ë Ol
M.3830
:ë I~~ I M.3833 /1 f
HORIZONTAAL Afwijking max.: 3mm/m.·
R1050 BUIS 0110 x 100
of (1110)
PE folie 0,2 onder grind afdichten om buis
1Om
of (1136 )12m of (1137 )15m
::~:: DOORSNEDE
A-A
Buis
01710 R50
I
Detail kabeldoorvoer
d'.A. crrV
Onderw.:
C1f'~
'S. ,
.~~
Aaniicht 1 paalsfundering LW 18/80 39m mast
Tak.No.:
F.3677 b
Pos. faf.: 0ID:1111/1143/ M.3030
28-10-94
AID:
Postbus 6401 3774 ZG Kootwijkerbroek
Schaal.: 1:20/1 :10
Tel.: 03423-2265/
Gel.:
LAGERWEY
Bmih..wîg.~:3634
Wijz.:
227 / 231 / 232 01-05-95
WINDTURBINE BV d.d.:
(Ra}_V?rm/
Fax: 03423-2353
A.W.
plaats tol. volg. NEN:1101_niet getolereer4e
Gez.: ~
•,
aten: grof NEN-ISO 276S-1
1144 I~ ~ ., ~
f ~ :;:
••
~o ~
~.:. ": '~·'·ir,-':~~·.~8c'2~~r ~n
~~...-,. ."E..-:-~ .' •.
\'
-
...-'
.1\ A'
. " _.-
~~ry~...,,,,I"' ......;- ":-O;;-.i~f\d~in ••••
.--
94-59ö
7 NOV 1991t
~, ~~/;~_ _.~..-.~~ ...
- ... --~ecretariS
I;
po-
+
a41m
o
o
j\ffi( 500/41 POWER ROTOR SWEFT ROTOR
-
-Rewised
I
Design Accept
I
IIM
PWL
SOOkW
+1m : 1.320nr : 3C.2
Pos. I
Subject
12.01.94
SPECIFICA110NS.
RATING. DIAMETER. AREA. RPM.
Part no.
Hyba/Mwi 8 • 8+U StIlle- - 0tmtrt0IIf NORDTANK P1tonw 86 .J1 72 00AF - TeJMax: BISAIS .J1 13 74
1987
ELEVATlON.
:made use ot without ou,..
aua.riy.
NT}(
500L 4-r:
Cons.
Mat.
Picture:
1itle:
ihia cwa.in9 must not b.~ on te arry person.. .rr:r 1» copied or otherwiM
e.
-
Secte:
1:375
ISO-E
Design 11 .06.9
PWL
Accept 1 1.06.9
JKH
Port. no.
5700-004-4
.. '~':...Q!dar
94-59j
.,.
Oe Secretaris -.
~---.
---..,
•.
-
,.g.~J;JP
.DB"OUWSCM~
_
M·-1IELJ(PUATS
!ICELOER
()'-2JETAN K
~~RMATOR
S~
fBOUW FAPPELBEW AJaIIl}.A:5
bGE ENNOK
'Ih'f..'IESf -'MRKENSHOK AL WbJJBGENBEï=lGING
DIRECTIE
Wh :BRENHUIS o~
.z:ï~u...t:door
VAN
IF.St'RJATI E
NOORDOOSTPOLDERWERXEN
-
~r..u.EN
BEDRIJF:
IR.P.J ~CL5Z ;.z-:Nu::·-c"'-,,-:.:
DE WIERJNGERMEEFi
de pachter.
DOMEINBEHEER
~:.mr.o
--
Kh-8PSERG
iCH,tIU R
~:
"'"
Ks..aPSCHUUR
4(IKG
~
,'.
GELEGEN
CAT.J'" s~
: GeT.~d:r~-
GEC.
G~i.
.
VAN DE N.O.POLDE~
E 30
AAN DE :UIDERMEERWEG
-)'
AAC",.
.
~OA"'·
A 1
3~
S7"''''80E''~O .
63970
VOL::~o.
3
•
RëlnlórëiiiTié1ii MP lRi tóûntt811t;tt Thll numlte,. In ( ) öre riuffiblirli
H~.
"'~;ri:f:H)I:=:~ .•••••••••.•
c- •.• :»,j;~ •.•.. :c."''''
Anchor
2
IC
bow
.•
~FgtIIF~:f~lC::-
1"1 ;&;.-,a..~:; ••••.••.••••••...•• -,---!----
-~i:.
-
.•••• _
..-
\
,
Y20/200
Cro •• wl•• r.ln/örc,mont In 10'" Cross wi •• relnlarc.ment in bottom
mm
(04)
V2C/aoo m",
(1)8)
Y25/20D
(92)
mm
Y20
Stor reinlorcement through dil
Edge bovs
r-
~
Il__ .•
i!, I-
~
Y20/400
mm
(40+40)
.....
~
-
11
-
I--"
Ançhor
bows
Ï'-J..
~~ Ring boVls
,-
bon
Y20/200
mm
~ ~ ~ J. ~~
17 L
, ,\
I
Reinforcement
choirs '(20
1'\
concrete
in lhe
plole
The stor reinforcemenl hos outside Ihe steel section.
---
~
\0 -Oonsk
C
Ingeni~forenin9s
Code-
must
be lied
up
in every
sec:ond
1000 mm inside and 1.300 mm
.r
4600
Sag
~•..
2800 9200
,,"
3200
.r ~•.
Sq
NORDTANK ENERGY GROUP nVBAllEV€J 8. 8444
-
TOP
Dr.
93.025
BAlLE
Klnne stAtlDARO fOUliOATJOH fOR lYPE NTH 500/37-to.9 HORISONTAL SECllOt~
REINFORCEtAENT
OLE THISTED
1eIlO.1\1'.
m
NT.500.H.OJ
Uàl 1:50 Dato 93.08,12. Rn.
1lIdc. Incellilrfirml .pS A. Slcanclerbarrej Uil. 'aiO Vi\y Jo Tel.!on 86-1415H
..
r
t-'-
AU dimensions ore in lJlID, 1"
TOP REINFORC(U[NT
(Peo",ect;,.)
r:JI
REMARK$
4600
~
5027 3770
stmctures.
cross point.
3200
6283
le-
The reinforcemenl
r
.r 950 .,"
are lo cenlerlines
dimensions
Min. bendimJ diameter occordng OS 411 -
••
~gI
~,.
~n F~~
(24)
:-\ ~
Al! reintOfcement
•
j5~t
~
~
~650
(66) l~ __ ..I. 950
7540
(4)
700 ,•.
.r
(0 = 2400, 2000, 1600, 1200)
,-
Y20/200 m ~
gil
Y25
0
'
~
~~~>
-
Y20
Steel sedio
I .. I-
°I° ---.. 8)9 ~7,1 ~ 2----,
~
1/1111
..•.
.ment 66 pcs
öf ,.'riFJ,rClillmtiitt.
li1!Q.
(66)
pedestol. J1
1'\
Star rein/orc
typ.
OItVl!lry
2300
66 pc ~
Y25
• Ring
n'
110_ ...,. ••••.
,I __
__ ojoMom ca "". _ ••••••••••••_rfnIQM _ ...ed. ~. ol _oei ._ okrfllSw
.~
r,; O'
I' 0:. :-
.
c.-
,j. ~....
Silo.
CR/or
~.
Ifö
Filling witt! sand
<:'~J
mm around
500
o 10
N
:1 10 min.
.IZ'\', .
Sleel section
pecleslal.
o
... ~ .. '.
«I
\. ",;' ~'" .......
Cross
star
wise rienfDrcement
'1'20/200 .
.
reintorcemenl
.'
.'
peso '1'20
66
-Tar
oo
•
epoK}'
oo v
Ring bows '1'20/200.
:'':,
oo
-
N
('/
[dbe bows
oo oI()I
Y20/400.
Cross
wise reinforcemenl
'(25/200.
2 x FOUNDATION
The section
66 peso Y2S.
lhe
Then Ihe section the counter nuts
by NORDTANK.
upon the cteaoing net.
layer.
atler
lay"'q
The sectian
The casting
Environment
,
is delivered
with surfoce
indside
and
outside
treotment
10 eorrosicn
the reinlo.-eemenl. plole. the" steel
sectiol'l
neilher
must
be
done simulloneously. GreQle acc •..•. acy must Mox. horisontol
mouoted ou I
ond vertical
mus(
be
composed.
mixed
to "Bosisbetonbeskrivelscn
(BB
and
prepored,
ar .
The follo\\'ing defines the types of concrete:
is to be odjusled wilh 3 regulatiafl scra",s, otter are to be tighlened. ta accurate level, horisofltal
4 ond mus I on 1'10 ploce touch top nor bottom ot lhe foundation
concrete
according
Regulation screws. bracings etc. are mounted by delivery. Wiring tubes as ,,180 mm PVC drain pipe:; (l = 4.0 m). are end delivered by the contractor. The sleel section is set the battom reinfarcement
c:::
CONCRETE
SECTION
is delivered
Cleoning loyef ______ 1__ ••._ •••••• •••.V•• L. cat: •••uue o.I.
AnchQr Z-bows.
Strenght Contral thot,
c:lass
closs
Plote Gnd pedestal t.f~de rote 30 MN
dass
Mox. gravel Water/cement Ouontity
Normol 32 mm
size
0,45 74 m3
cf.
dos:! in Cowering
concrete
loyer
agoinst
hom
Cowering
concrete
loyer
ogainst
soil
Concrete OS 411.
conlrol
oecordiog
\vofk '"
= • 00
to .. Oonsk
50
mmo
mmo
Ingen;0rlorenings
Code·,
be shown.
deviation.
otter
concreting.
moy be 1: 4 mmo
REMARKS
All dimensions are in mm... REIN FORCEMHI T SDg
'1'= rib bor
K:s 550
( fyk=:> 550 Njmm1)
NORDTANK
NYIlALlE'JEJ 8. 8444 f:mn.
See
besides
the
specificotion.
Sa. nr.
ENERGY GROUP
93.025
BAU[
STNIDARD FOUNDATION VERTICAL SECIDN
FOR TYPE N1K 500/37-40.9 NlK 500/41
Dat, 93.08.11. 11•••.
Rt4 fDtenIdrml &,s Ä SbDderberreJ 11(, 8l6OmJ 1Ie_ """",, tot•••. --
pD
_ ...-
....,....
NT.500,H.02
1111 1:40
OLE THISTED
,.
T'egII.Dr.
m
Ol
me •••••••••••••
_ft~ _
•••
--. lIIuiIU9t
J. Telerail
_ lJIod ••••.
lSol.ISIl
SIp. , CH/Or
~ ~
!:
.I: '
0.30 m
I -I---~I-
I
I
I
_
I -,
I I-
I
-I
_
I~
1
I'
I
I-
I
41
I
I-
I -
I J
1-_
I
I
I
I
Á _T
I
I
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4
I -
-'
-
I
b>
(I-
I
1
-I
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4-_
I
I
I
1
I-
-
I
1
I
_
I -.
I'
1
C:>_,_
I--~Its" 1
I
I I
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t- I .' I
l- ---------4I14,_ I- I
-
I -4m I 1,30 C:>
+
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ttI
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I
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1
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1l)1
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--/.-.-.
1:=3
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~ 1:=3 111
I~
I
1:3 I I I ! I
i
i I
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--
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=-==~ /-
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I i i I
I I
IJ
i
1
I I I
I
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l I
-I
I
i I I
4
I
m
i 10
m
J
- 6 JUN
1994
~
Zuidermeerdqk Gemeente Noordoostpolder Kadaster Sectie E nr. 1079 ~
.~'-, WincMaster~ ~
Nederland:" Tel.: 03200 - 54940
Zuiveringweg 26 8243 PZ Lelyslad
NORM
DESCRIPTION
Fax: 03200 -
545 76
REMARKS [)J) Re /(J:
I
RfflIrt
~.WincMaster Nederland ~I 5cale ~~~~ lt ••
fL
MatEml
G
Hat.size
F
Hass.
[
T1trJ
ri
lfN
[ 8
~~FAI
tb.
Re'tisinJ
AIlJl:
lÀ'alm
"YInIe
I~
/(J:
IlmJstns ti lTl1l.
S/TUA TIE ZUIDERMEERDIJK
Nifne
1
~
A
DO NOT BeALE DRAWWG
[teit aOO [fXm'S t.rless offlrlrlise (jEm'al edges foleriTCe rnad1iJ!d 51If;ces iC5S{JID:d
flfyJljjJ
o
1 :2500
75S985.DWG
2x WM750 E
mJ - B11
/ft
RAK.
Daf~
era'
752-95-385
~ 07-oi-9'
twaved
!èI
by:
G
K (J
I
Awoved af:
<3
L.t
otn 8
AD
