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22
22
1818
299 3998
4297
606 3691
919 3378
1232 3065
1561 2736
1908 2389
2276 2021
2669 1628
3092 1205
32991009
28651444
24631845
20922217
17392569
14052904
10873221
7873521
4993809
2254083
4258 39
4217 80
4156 141
4071 226
3956 341
3817 479
3665 632
3498 798
3344 953
44304
427731
794229
1444164
2244084
3183990
4303878
5583750
7013607
3
4308
17802528
743 3554
906 3390
1060 3237
1226 3071
1396 2901
1582 2714
1779 2518
1982 2315
2183 2114
2375 1922
780
16542655
27571552
14642845
29141394
13402968
30001308
30041304
7293579
8013507
9313377
10793230
12353073
14012907
15772731
17602548
19492359
21432165
23321977
25161792
2328 1968
2515 1782
2400 1897
2615 1682
2703 1594
2776 1521
2829 1467
2868 1429
2887 1410
2882 1415
2772 1525
2846 1451
170
170
728
29671341
28951414
791
997
851
1140
773
1127
100
aanzicht 1
aanzicht2
aanzicht4
aanzicht 3
zp
125
325
125
265
610
427
4284 13
lijnAlvon
154
200
200
200
200
200
154
45
6xribbuisø29
125
200
200
200
200
200
125
45
6x ribbuis ø29
BLAAUW
Opdrachtgever
Ontwerp
Onderdeel
Project
Tekenaar
Constructeur
Projectleider
Type
Tekeningnummer
Schaal Formaat Uitgave
Lid ONRI
Onderlegger architect
kantoor Groningen
Friesestraatweg 175c
Postbus 2049
9743 AB Groningen
Tel: (050) 577 55 66
Fax: (050) 577 60 66
kantoor Amsterdam
Contactweg 133-2E
1014 BJ Amsterdam
Tel: (020) 486 56 22
Website: www.blaauw.nl
E-mail: blaauw@blaauw.nl
INGENIEURS&ADVISEURS
A1
G:tekeningen1105011050 BIA.rvt
11 : 20
11050 CW-03
vorm
A. Reitsema
26-08-2011R.S. Bos
A. Reitsema
Steenhuis Beton
Mariëndaal Centre of Excellence te Arnhem
Werknr. Steenhuis Beton: 100460
3D-model ontvangen op 14-07-2011
Trap entree TR-2
parkeerkelder 3800-
Gewicht:
(tonnen)
Aantal:Merk:Zichtzijde:
glad
monster
gerold
gespaand
Geen zichtzijde:
onbewerkt
Betondekking:
c =
Milieuklasse:
Betonkwal.:
Staalkwal.:
Uitvoering:
STEENHUISKAAPWEG 12
9982 EG UITHUIZERMEEDEN
POSTBUS 22
9982 ZG UITHUIZERMEEDEN
TELEFOON (0595) 45 59 66
FAX (0595) 41 50 21
MAIL INFO@STEENHUISBETON.NL
WWW.STEENHUISBETON.NL
BETON Cert. nr. K2268
R
Hijspunt:
C53/65
FeB 500 *
XC1
25 mm
ANTI-SLIP volgens monster Z-G13-6
1 st.TR-2 7.5
3 x HD-anker: HD6360-5,0-140
Uitgave Omschrijving Naam Datum
1 Definitief R.S. Bos 22-09-2011
22-09-2011
22-09-2011
De hijspunten worden verdiept aangebracht,
d.m.v. conische sparingen ø 55x10 mm. Na
het hijsen kunnen deze worden dichtgezet met
de door ons meegeleverde reparatie schijfjes.
3050
.30
. 30
..
principe maatvoering
anti-slip strook
koppeling aan kolom n.t.b.
22
3925
190190190190190190190190190190190190190190190190190190190315
12522515502251800
-3925
-1900
0
190125
-3800
18
315190190190190190190190190190190190190190190190190190190190
3925
18002251550225125
-1900
-3925
125190
-3800
0
18
3925
315190190190190190190190190190190190190190190190190190190190
18002251550225125
-3925
-1900
0
190125
-3800
22
315190190190190190190190190190190190190190190190190190190190
18002251550225125
3925
0
-1900
-3925
125190
-3800
BLAAUW
Opdrachtgever
Ontwerp
Onderdeel
Project
Tekenaar
Constructeur
Projectleider
Type
Tekeningnummer
Schaal Formaat Uitgave
Lid ONRI
Onderlegger architect
kantoor Groningen
Friesestraatweg 175c
Postbus 2049
9743 AB Groningen
Tel: (050) 577 55 66
Fax: (050) 577 60 66
kantoor Amsterdam
Contactweg 133-2E
1014 BJ Amsterdam
Tel: (020) 486 56 22
Website: www.blaauw.nl
E-mail: blaauw@blaauw.nl
INGENIEURS&ADVISEURS
A1
G:tekeningen1105011050 BIA.rvt
11 : 20
11050 CW-04
vorm
A. Reitsema
26-08-2011R.S. Bos
A. Reitsema
Steenhuis Beton
Mariëndaal Centre of Excellence te Arnhem
Werknr. Steenhuis Beton: 100460
3D-model ontvangen op 14-07-2011
Trap entree TR-2
parkeerkelder 3800-
Aanzicht 1 Aanzicht 2
Aanzicht 3 Aanzicht 4
Gewicht:
(tonnen)
Aantal:Merk:Zichtzijde:
glad
monster
gerold
gespaand
Geen zichtzijde:
onbewerkt
Betondekking:
c =
Milieuklasse:
Betonkwal.:
Staalkwal.:
Uitvoering:
STEENHUISKAAPWEG 12
9982 EG UITHUIZERMEEDEN
POSTBUS 22
9982 ZG UITHUIZERMEEDEN
TELEFOON (0595) 45 59 66
FAX (0595) 41 50 21
MAIL INFO@STEENHUISBETON.NL
WWW.STEENHUISBETON.NL
BETON Cert. nr. K2268
R
Hijspunt:
C53/65
FeB 500 *
XC1
25 mm
ANTI-SLIP volgens monster Z-G13-6
1 st.TR-2 7.5
3 x HD-anker: HD6360-5,0-140
225.
Doorsnede A
var.
Uitgave Omschrijving Naam Datum
1 Definitief R.S. Bos 22-09-2011
22-09-2011
22-09-2011
TR-1 DSN
D02
2570
40 230 230 230 230 230 230 230 230 230 230 230
190,6190,6190,6190,6190,6190,6190,6190,6190,6190,6190,6
1880102
18209780
90
100
40
40
7,5
40
67
193
2x 1 bgl *8
hrsp *6-150
5*8 verdeelwap.
1*10
405 1608 558
3381337520
4x Philipp 71HM16D
67
260
1090
3060 30 60
4040
1*10 1*10
1*8 1*85*8-249
*8-200
BLAAUW
Lid ONRI
kantoor Groningen
Friesestraatweg 175c
Postbus 2049
9743 AB Groningen
Tel: (050) 577 55 66
Fax: (050) 577 60 66
kantoor Amsterdam
Contactweg 133-2E
1014 BJ Amsterdam
Tel: (020) 486 56 22
Website: www.blaauw.nl
E-mail: blaauw@blaauw.nl
INGENIEURS&ADVISEURS
TR-1 Aantal
1
Material: Volume Gewicht
544 L 1360
3D isometrie
198
18180
188595
225 5 2240 5 225
2700
1345
1001245
11805160
150 5 1110 5 160 5 1110 5 150
250845250
125 2450 125 Philipp 67SA164x
6*8-235
7*10-215
6*8-235
3*10 + 2*8 extra
250
1*8 1*8 1*8
2*8-90
2*8-100
8*8-150
8*8-150
2*8-90
12*8-240
BLAAUW
Lid ONRI
kantoor Groningen
Friesestraatweg 175c
Postbus 2049
9743 AB Groningen
Tel: (050) 577 55 66
Fax: (050) 577 60 66
kantoor Amsterdam
Contactweg 133-2E
1014 BJ Amsterdam
Tel: (020) 486 56 22
Website: www.blaauw.nl
E-mail: blaauw@blaauw.nl
INGENIEURS&ADVISEURS
Material: Volume Gewicht
652 L 1631
BO-1 Aantal
1
3D isometrie
Bureaupresentatie Prefab Blaauw
Bureaupresentatie Prefab Blaauw
Bureaupresentatie Prefab Blaauw

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Bureaupresentatie Prefab Blaauw

  • 1.
  • 2.
  • 3. 22 22 1818 299 3998 4297 606 3691 919 3378 1232 3065 1561 2736 1908 2389 2276 2021 2669 1628 3092 1205 32991009 28651444 24631845 20922217 17392569 14052904 10873221 7873521 4993809 2254083 4258 39 4217 80 4156 141 4071 226 3956 341 3817 479 3665 632 3498 798 3344 953 44304 427731 794229 1444164 2244084 3183990 4303878 5583750 7013607 3 4308 17802528 743 3554 906 3390 1060 3237 1226 3071 1396 2901 1582 2714 1779 2518 1982 2315 2183 2114 2375 1922 780 16542655 27571552 14642845 29141394 13402968 30001308 30041304 7293579 8013507 9313377 10793230 12353073 14012907 15772731 17602548 19492359 21432165 23321977 25161792 2328 1968 2515 1782 2400 1897 2615 1682 2703 1594 2776 1521 2829 1467 2868 1429 2887 1410 2882 1415 2772 1525 2846 1451 170 170 728 29671341 28951414 791 997 851 1140 773 1127 100 aanzicht 1 aanzicht2 aanzicht4 aanzicht 3 zp 125 325 125 265 610 427 4284 13 lijnAlvon 154 200 200 200 200 200 154 45 6xribbuisø29 125 200 200 200 200 200 125 45 6x ribbuis ø29 BLAAUW Opdrachtgever Ontwerp Onderdeel Project Tekenaar Constructeur Projectleider Type Tekeningnummer Schaal Formaat Uitgave Lid ONRI Onderlegger architect kantoor Groningen Friesestraatweg 175c Postbus 2049 9743 AB Groningen Tel: (050) 577 55 66 Fax: (050) 577 60 66 kantoor Amsterdam Contactweg 133-2E 1014 BJ Amsterdam Tel: (020) 486 56 22 Website: www.blaauw.nl E-mail: blaauw@blaauw.nl INGENIEURS&ADVISEURS A1 G:tekeningen1105011050 BIA.rvt 11 : 20 11050 CW-03 vorm A. Reitsema 26-08-2011R.S. Bos A. Reitsema Steenhuis Beton Mariëndaal Centre of Excellence te Arnhem Werknr. Steenhuis Beton: 100460 3D-model ontvangen op 14-07-2011 Trap entree TR-2 parkeerkelder 3800- Gewicht: (tonnen) Aantal:Merk:Zichtzijde: glad monster gerold gespaand Geen zichtzijde: onbewerkt Betondekking: c = Milieuklasse: Betonkwal.: Staalkwal.: Uitvoering: STEENHUISKAAPWEG 12 9982 EG UITHUIZERMEEDEN POSTBUS 22 9982 ZG UITHUIZERMEEDEN TELEFOON (0595) 45 59 66 FAX (0595) 41 50 21 MAIL INFO@STEENHUISBETON.NL WWW.STEENHUISBETON.NL BETON Cert. nr. K2268 R Hijspunt: C53/65 FeB 500 * XC1 25 mm ANTI-SLIP volgens monster Z-G13-6 1 st.TR-2 7.5 3 x HD-anker: HD6360-5,0-140 Uitgave Omschrijving Naam Datum 1 Definitief R.S. Bos 22-09-2011 22-09-2011 22-09-2011 De hijspunten worden verdiept aangebracht, d.m.v. conische sparingen ø 55x10 mm. Na het hijsen kunnen deze worden dichtgezet met de door ons meegeleverde reparatie schijfjes. 3050 .30 . 30 .. principe maatvoering anti-slip strook koppeling aan kolom n.t.b.
  • 4. 22 3925 190190190190190190190190190190190190190190190190190190190315 12522515502251800 -3925 -1900 0 190125 -3800 18 315190190190190190190190190190190190190190190190190190190190 3925 18002251550225125 -1900 -3925 125190 -3800 0 18 3925 315190190190190190190190190190190190190190190190190190190190 18002251550225125 -3925 -1900 0 190125 -3800 22 315190190190190190190190190190190190190190190190190190190190 18002251550225125 3925 0 -1900 -3925 125190 -3800 BLAAUW Opdrachtgever Ontwerp Onderdeel Project Tekenaar Constructeur Projectleider Type Tekeningnummer Schaal Formaat Uitgave Lid ONRI Onderlegger architect kantoor Groningen Friesestraatweg 175c Postbus 2049 9743 AB Groningen Tel: (050) 577 55 66 Fax: (050) 577 60 66 kantoor Amsterdam Contactweg 133-2E 1014 BJ Amsterdam Tel: (020) 486 56 22 Website: www.blaauw.nl E-mail: blaauw@blaauw.nl INGENIEURS&ADVISEURS A1 G:tekeningen1105011050 BIA.rvt 11 : 20 11050 CW-04 vorm A. Reitsema 26-08-2011R.S. Bos A. Reitsema Steenhuis Beton Mariëndaal Centre of Excellence te Arnhem Werknr. Steenhuis Beton: 100460 3D-model ontvangen op 14-07-2011 Trap entree TR-2 parkeerkelder 3800- Aanzicht 1 Aanzicht 2 Aanzicht 3 Aanzicht 4 Gewicht: (tonnen) Aantal:Merk:Zichtzijde: glad monster gerold gespaand Geen zichtzijde: onbewerkt Betondekking: c = Milieuklasse: Betonkwal.: Staalkwal.: Uitvoering: STEENHUISKAAPWEG 12 9982 EG UITHUIZERMEEDEN POSTBUS 22 9982 ZG UITHUIZERMEEDEN TELEFOON (0595) 45 59 66 FAX (0595) 41 50 21 MAIL INFO@STEENHUISBETON.NL WWW.STEENHUISBETON.NL BETON Cert. nr. K2268 R Hijspunt: C53/65 FeB 500 * XC1 25 mm ANTI-SLIP volgens monster Z-G13-6 1 st.TR-2 7.5 3 x HD-anker: HD6360-5,0-140 225. Doorsnede A var. Uitgave Omschrijving Naam Datum 1 Definitief R.S. Bos 22-09-2011 22-09-2011 22-09-2011
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10.
  • 11.
  • 12.
  • 13.
  • 14.
  • 15.
  • 16. TR-1 DSN D02 2570 40 230 230 230 230 230 230 230 230 230 230 230 190,6190,6190,6190,6190,6190,6190,6190,6190,6190,6190,6 1880102 18209780 90 100 40 40 7,5 40 67 193 2x 1 bgl *8 hrsp *6-150 5*8 verdeelwap. 1*10 405 1608 558 3381337520 4x Philipp 71HM16D 67 260 1090 3060 30 60 4040 1*10 1*10 1*8 1*85*8-249 *8-200 BLAAUW Lid ONRI kantoor Groningen Friesestraatweg 175c Postbus 2049 9743 AB Groningen Tel: (050) 577 55 66 Fax: (050) 577 60 66 kantoor Amsterdam Contactweg 133-2E 1014 BJ Amsterdam Tel: (020) 486 56 22 Website: www.blaauw.nl E-mail: blaauw@blaauw.nl INGENIEURS&ADVISEURS TR-1 Aantal 1 Material: Volume Gewicht 544 L 1360 3D isometrie
  • 17. 198 18180 188595 225 5 2240 5 225 2700 1345 1001245 11805160 150 5 1110 5 160 5 1110 5 150 250845250 125 2450 125 Philipp 67SA164x 6*8-235 7*10-215 6*8-235 3*10 + 2*8 extra 250 1*8 1*8 1*8 2*8-90 2*8-100 8*8-150 8*8-150 2*8-90 12*8-240 BLAAUW Lid ONRI kantoor Groningen Friesestraatweg 175c Postbus 2049 9743 AB Groningen Tel: (050) 577 55 66 Fax: (050) 577 60 66 kantoor Amsterdam Contactweg 133-2E 1014 BJ Amsterdam Tel: (020) 486 56 22 Website: www.blaauw.nl E-mail: blaauw@blaauw.nl INGENIEURS&ADVISEURS Material: Volume Gewicht 652 L 1631 BO-1 Aantal 1 3D isometrie