[SEBASTIAN BIAŁKOWSKI] [ P O R T F O L I O ]
Nationality: [Polish] Sex:
[male]
Date of Birth:
[28 may 1988]
Address:
[Sasanek 19 | 97-300 Piotrków Trybunalski, Poland ]
Contact:
[00 48 607 588 863] [sebastian.j.bialkowski@gmail.com]
[Technical University of Lodz, Poland, Faculty Architecture, Civil Engineering and Environment Engineering] [Bachelor Course: Architecture and Urban Planning] [Academic title: Bachelor of Science in Architecture (B.Sc.)]
[ 2 0 0 9 ] [ a p r i l ] [ 2 0 0 9 ]
[ 2 0 0 8 ]
[ 2 0 1 0 ] [Architecture Office „M&A - Architectural studio Michał Płonka”]
[Junior Architect, creating architectural inventory of Kaskada office building in Lodz, taking part in co
for residential buildings in Warsaw ,concept and execution project for Kaskada Administration Centr
[Architectural inventory] [Participation in “XII students of Architecture journey in the Eastern Carpathians”] [Inventory of the old churches in Ukraine]
Conference room, Contacts with Clients and Brands] [ j u l y ] [ 2 0 0 9 ]
[ 2 0 0 7 ]
ACHIV E ME NT S | E XP ERIE N CE
BIAŁKOWSKI
[october] [ 2 0 0 7 ]
PERSONALIAS EDUCATION
SEBASTIAN
[Award - 2nd Prize for the best drawing- Chelmno] [Open-Air drawing in Chelmno, work exhibited during Technical University of Lodz Campus Festival]
[Architecture Office „OOA Olend
[Intern, Model making of
[Category B]
[Master Course: Architecture and Urban Planning]
[Topic: Introduction and extending advanced modelling techniques in 3dsMax.]
[ 2 0 1 3 ]
[Workshop „ D2M” – Digital Design with Fabrication] [Tutor, Scripting and parametric techniques in Rhinoceros - Grasshopper3d | ORT,Uruguay ] [Topic: Digital to Material constructing dialogues between digital tools and local materials]
[Workshop Series „CO-DEs” – Parametric Structure Analysis] [Tutor, Scripting and parametric techniques in Rhinoceros - Grasshopper3d | DIA, Germany] [Topic: Parametric Structure Analysis base on FEM principles.] [Exhibition in Venice - Venice Architectural Biennale ‘12]
[Award – Robert-Oxman Prize]
[Exhibition of DIA “Sublime Bodies” Studio Works in Slovakian Pavilion “100YearCity - Maribor 2112”]
[Honour Mention for Best DIA Thesis Diploma ‘13]
[Publication in Architecture and Business Magazine- Poland] [Relation from Performance-Driven Architecture Exhibition in “Fuga” Budapest Architecture Centre] [Exhibition in Budapest - Performance-Driven Architecture] [Personal Exhibition of Krassimir Krastev Studio Works in “Fuga” Budapest Architecture Centre]
[augus t] [ 2 0 1 3 ]
[Workshop Series „CO-DEs” – 3d Modeling with Rendering]
[november] [ 2 0 0 7 ] [ m a y ] [ 2 0 1 3 ]
[ 2 0 1 2 ]
[ o t h e r ] [languages] [ s k i l l s ] [ l e v e l s ]
[Driving License]
[Academic title: Master of Art in Architecture M.A.]
[Tutor, 3D modelling and rendering techniques in 3dsMax+Vray | DIA, Germany]
[febuar y] [ 2 0 1 1 ]
f residential complex]
[German – communicative , B1 – achieved on Goethe Institute in Dresden]
[Anhalt University of Applied Science, Germany, Dessau International Architecture Graduate School (DIA)]
[ 2 0 1 1 ]
derek Olenderek Architekci”]
– native]
[ m a y ] [ 2 0 1 3 ]
[febuar y] [ 2 0 1 1 ]
[october] [ 2 0 1 1 ]
[Microsoft Office Suite, 2d CNC and lasercuting fabrication techniques, 3d printing]
[Polish
[English – fluent, B2 - achieved on TU Lodz]
[ j u l y ] [ 2 0 1 3 ]
[Autodesk Revit 2012-2014, Adobe Illustrator, Photoshop, After Effect, InDesign CS4-6]
[december] [ 2 0 1 0 ]
re with
[Processing 2.0, Rhinoceros 5 with Grasshopper]
[ g o o d ] [ h i g h ] [ l e v e l ] [ l e v e l ]
S K I L L S
ompetition
[Autodesk AutoCad 2010-2014 , Autodesk 3dsmax (design) 2012-2014 with V-Ray 2.0]
[TABLE OF CONTENT]
[
C
R
A
C
W
]
20 [
L
E
A
V
E
S
]
14 [
I
N
_
L
O
D
Z
]
[ART_HIGH_SCHOOL]
M
A
R
A
] [ O N _ B U G A J _ L A K E ]
[
N
[MORPHOGENESIS]
[ C O R R O S I O N ]
I
[ L OA D - R E A C T I V E ]
[ C O N V O L U T E D ]
7 [ S E N S I T I V E ]
O
[ I N T E R N AT I O N _ A I R P O RT ]
VISUALISATIONS
28 34
42
project title:
[LOAD REACTIVE MORPHOGENESIS] university:
[ANHALT UNIVERSITY OF APPLIED SCIENCE - DIA DESSAU] cours:
[MASTER THESIS - MATERIAL PERFORMANCE STUDIO] supervisors: [1ST - KRASSIMIR
KRASTEV
|
2ND
-
ALEXANDER
KALACHEV]
description: [Load Reactive Morphogenesis is considering bone-tissue behaviour as a principle for the definition of a material distribution system into adaptable structures for architecture. Research lead to numerical algorithms which are principle to understood analysis and optimization method.The efficient use of materials is important in many different settings. Topology optimisation is a mathematical approach that optimises material layout within a given design space, for a given set of loads and boundary conditions such that the resulting layout meets a prescribed set of performance targets. By knowing this algorithms neither advantages or limits, correctly prepared and designed initial conditions can receive the most efficient main building structure with wide freedom of form creation. Based on Wolf ’s law, which describes the transformations of material patterns in bones in response to changing stress distributions, the building system optimizes material densities according to variable loads. To achieve a continuously evolving structure the system requires the introduction of movable units, able to sense their own location and the forces acting upon them. By embedded simple processor unit in all bricks, system can respond for environment changing, caused either by users of building or environment changes. However, this does not mean that whole design process is controlled by algorithm. Dwelling location, it area, volume or users habits, influence whole buildings structure appearance. Their distribution is closely related and dependent on the decision of architect and engineers.]
7
[LEVEL 0.3]
[LEVEL 1.2]
[LEVEL 1.5]
9
[SECTION 4-4]
[SECTION 1-1]
[3D SECTION ]
11
[PARKING LOT - BASEMENT ]
[VIEW FROM GALATA TOWER]
[DWELLING CORRIDOR]
13
[LIVING ROOM - INTERIOR]
project title:
[CONVOLUTED CORROSION - MC2] university: cours:
[MASTER
CO U RS
-
S U B L IM E
BO DIE S
S T U DIO]
tutors: [MATIAS DEL CAMPO | SANDRA MANNINGER] cooperation: [Ana Stefanovic | Mahmoud El Hakim | Xintian Li | Andrii Mogylnyi | Claudia Stoica | ]
description: [The Convoluted Corrosion project is the future city concept for Maribor, Slovenia. The main idea of the project is to simulate the future city growth and expansion in the span of 100years. Based on the “Urban Millennium� fact that majority of people worldwide will be living in towns or cities, which is caused by increasing factor of rural-urban migration. After studying and analyzing the needs of the city and possibilities of its growth, the idea of living organism as a city that is continuously co suming and producing. These characteristics of metabolism have been simulated to generate continuous growth and reproduction of aggregated formations in the city.The exponential growth of the cellular formation simulates the condition for the cities urban evolution and development in the next century. The density variation of the cellular field that interacts with the terrain and achieves a topological spatial quality that creates a convoluted modular condition. Generating the field with specific urban qualities, that can allow and act as an interactive fabric, which is adaptable to change, and expansion.]
[MASTER PLAN]
15
[ISOMETRIC 3D SECTION]
17
[RIVER SITE]
19
[STREET VIEW]
project title:
[INTERNATIONAL AIRPORT - CRACOW] university:
[ T EC HN I C AL cours:
[MASTER
U N I V E RS I T Y
CO U RS
-
OF
CO M M E RCIA L
LO DZ DE S IG N
-
IA IU ] S T U DIO ]
tutors: [JACEK FERDZYN, NINA JUZWA]
description: [Conceptual design of the international airport, located in the Polish in Cracow. Airport is designed to operate domestic and international flights with a maximum capacity of half milion passengers annually. Main inspiration for design was the anatomy of bird feathers. The main airport building contains 11 major and 10 assisting beams, which layout is based on fan logic. Each odd beam is supported on ends of building, creating main hall space, and balanced on both side by cantilevers, to allow big span self support hall. Even beams are fitted between odd ones, and supported only on the wider site of building. Major role of this beams is to support departure hall slab, and fill the order of cantilevers from run away site. To avoid building overheating in summer or securit glass form huge ammount of snow during winter, on the outside of the building on the main girders was design louvers which can cover openings. ]
21
PB LONG
TERM
C B
D
P
P
10985 600
595
588
586
566
524
523
500
512
498
498
500
523
512
535
552
575
582
614
614
TERMINAL 562
562
TA
XI
XI
TA
TA
XI
XI
TA XI
XI
TA
TA
XI
XI
TA TAXI
BU
TAXI
S
PB
101
3113
SHORT
366
101
366
101
3113
0.23
0.25
277
2609
PA
0.24
0
333
0.1
272
15 48 127
783
TERM
15 301
272
152
301
272
152
127
48
272
0.2 0.3
SHORT
333
277
2609
BU
S
736
TA
0.10
TERM
0.9
0.13 0.11
PA LONG
0.12
0.21
0.7
0.5
0.14
0.8
0.22
0.20
TERM
0.17
0.6
584
584
0.4
0.15
340
0.16
0.19 0.18 0.26
1223
988
767
1223
988
295
300
68
617
63
300
277
839
T
SHOR
TERM
TERM
SHOR
T
719
719
PA LONG
TERM
0.29
350
615
657
0.30
657
615
PA
PB
TERM
350
0
585
585
0.28 614
614
0.31
3523
0.27
PB LONG
PA PA
PB
T
SHOR
TERM
SHORT
LONG
TERM
TERM
766
766
TERM
TERM
PA
609
R - PRZY LOTY
609
PA
PASAŻE
PA
PB
PASAŻER - ODLOTY
INAL
LOTY R - PRZY
PA
PB
PB P A TERMINAL
603
LONG
PASAŻE
PB
839
[MASTER PLAN]
559
494
418
351
293
326 4261
23
339
409
504
557
[LEVEL - 0]
A
B
B
D
D
643
12498
1483
403
1820
1.18
983
1.9
1.17
1.8
1875
1848
1.7
1527 1520
1265
1674
1265
921
921
841
841 400
1.11
821
1.5
821
268
1.3 370
1.4
20
1.6
A 178
A 9624
2.1 192
1679
1.25
309
2389
901
7538
1.14 1.16
187
1.24
2.3
182
304
2.4 715
540
23
2535
1.12
393
12339
2.5 596 6614
400
2.6
29
891
1.15
555
400
2.8
4
619
1324
2.7
0
110
109
5 2834
1612
2070
1.20
901
4
1.19
224
1.22
967
2.2
327
1.10
370
1.13
1.21
20
1.2
517
1.1
780
213
1.23
3716
994
442
994
2612
C
C
B
D
[LEVEL - 1]
25
4521
3472
[LEVEL - 2] 4526
12519 B
D
[ISOMETRIC 3D -CROSS SECTION]
[ISOMETRIC 3D LONGITUDINAL-SECTION B-B]
27
3511
2556
1309
1058
W2
315 360
W1
[LONGITUDINAL-SECTION C-C]
B
[CROSS SECTION A-A]
1309
1307 Poziom 3 1300
900
W2
900
W2 Poziom 2
W3
683
W2
W2
400
900
W3
683
W2
283
Poziom 1
283
W1
400
W2
0
W1 Poziom 0 0
-350
W1
Poziom -1 -350
B
A 3512
Poziom 3 1300
900
1734
910
Poziom 2 900
1309
861
Poziom 3 1300
1060 995 901
W2
Poziom 2 900
861
400
720
Poziom 1 W2 315
400
400
424
360 200
296
W2
0
W1
W2
W1
0
0
W1
W1
-175
0
Poziom 0 0
29
A
W1 Poziom -1 3511
400
Poziom 0
-350
-350
Poziom 1
307
-350
Poziom -1 -350
[ELEVATIONS]
[DEPARTURE HALL]
[MAIN HALL]
31
[MAIN HALL]
project title:
[MARINA ON BUGAJ LAKE - POLAND] university:
[ T EC HN I C AL
U N I V E RS I T Y
OF
LO DZ
-
IA IU ]
cours:
[BAC HELOR T H E S I S - CO M ME RCIA L DE S IG N S T U DIO ] supervisors: [1ST - MACIEJ
OLENDEREK
|
2ND
-
WERONIKA
WIŚNIEWSKA]
description: [Conceptual project od small marina located in central Poland near Lodz. Marina has been designed on a small lake “BUGAJ” located in central Poland. The marina is located on a high bank above the lake, so that part of function could be placed underground in order to maintain the scenic lake openings. They were moored at it small boat, not exceeding 8 meters in length. Supporting functions are also a small restaurant / maximum of 50 guests / and a small hotel with 16 double rooms. The marina has nearly 100 parking spaces in underground garage.]
33
Nr.
Nazwa pomieszczenia
Powierzchnia
Nr.
Pom. Kuchnia
1.2
Przygotowalnia
[LEVEL -2] 46,22 m2
1.3
Toaleta Komunikacja
1.5
Wentylatornia
1.6
Klatak schodowa ewakuacyjna
83,38 m2
1.7
Pom. socjalne
21,16 m2
1,65 m2
Szatnia damska
7,28 m2
1.9
Sanitariaty damski
6,69 m2
Szatnia męska
6,30 m2
1.11
Sanitariaty męskie
5,02 m2
1.12 Foyer Hotelu
406,83 m2
1.13 Klatka schodowa ewakuacyjna
19,68 m2
Wentylatornia
Powierzchnia
30,16 m2
1.17 Garaż
1288,22 m2
23,86 m2
Łazienka
4,46 m2
RAZEM
2276,38 m2
10,47 m2 4,14 m2
2.7
Rozdzielnia kelnerska
7,54 m2
2.8
Bar
18,43 m2
2.9
4318
Sala konsumpcyjna
113,57 m2 26,26 m2
2.11 Sekretariat
24,60 m2
2.12 Archiwum
3,68 m2
2.13 Pom. porządkowe
7,72 m2 7,81 m2 5,67 m2 5,67 m2 66,25 m2
2.18 Klatak schodowa - ewakuacyjna
19,79 m2
2.19 Wentylatornia
16,78 m2
2.20 Śmietnik
24,27 m2
RAZEM
524,42 m2
20
4260
35 1112
6
6,73 m2
2.10 Pokój dyrektora
2.17 Taras
37
49,89 m2
Odbiranie posiłków Magazyn baru
2.16 Toaleta damks - niep.
POKOJE nr. od 9 -16 Pokój
94,04 m2
Zmywalnia
2.5 2.6
2.15 Toaleta męska - niep.
28,05 m2
1.16 Magazyn sprzętu
[LEVEL 0]
10,67 m2
Klatka schodowa - ewakuacyjna Recepcja
2.14 Przedsionek toalet
22,74 m2
1.15 Magazyn sprzętu
Wiatrołap
2.2 2.3 2.4
23,66 m2
32,89 m2
1.10
280
120
280
120
279
120
281
120
280
120
280
120 -7,50
281
120
279
91
6
B
1
B
1
100
170
148
380
380
N
380
435
M
4762
POKÓJ NR.16
M
3601
178
208
178
187
186
174
178
164
2555
49
177
140
177
112
182
90
195
171
200
228
247
M
A
2.4
- 1,50
35x 17 10
35x14.2 12
17 35x 10
2.7
2.9
- 1,70
30x17.2 11
2.8
4
36x14. 12
2.6
245
36x12. 12
- 1,50
2.15
30
L
L
- 0,75
WENT
1.13
L 254
178
228
178
208
178
187
186
174
178
164
140
177
K
K
177
182
112
90
195
L Płytki zbiornik wodny
171
200
228
314
247
149
Płytki zbiornik wodny
+0,20
+0,20
688
685
463
46
WENT
1.14 661
951
126
30x15.9 11
327
30x14 11
260
770
30x14 11 330
F
30x14 11
30x14 11
- 0,80
6%
30x14 11 + 0,70
D
30x14 11
30x14 11
94
322
325
50
+ 2,20
43
20 %
466 2.20
319
5
542
5
4
1374
2
= 194,00 m.n.m.p
RZUT POZIOMU nad Jeziorem Bugaj w Piotrkowie Trybunalskim.
skala
1:200
-1 Nr. Rys.
RZUT POZIOMU Przystań Jachtowa
A3
nad Jeziorem Bugaj w Piotrkowie Trybunalskim.
D1 D2
194
384
+ 1,20 + 0,20
DETAL 1
231
- 1,50
250
495 275
- 3,40
- 5,10
250 - 6,80
S4 - 3,40
670
- 3,40 75
295
- 1,70
260
- 1,44
Sg2
- 6,80
Sg2
- 6,80
Sg1
- 6,80
- 6,82 - 7,50
- 7,60
[LONGITUDINAL-SECTION B-B]
1
+ 2,20
Przystań Jachtowa
- 3,80
2
1
21
S5
A
3
348
- 0,44
B
4 A
3
1266
B
6146
B
6486
membranowe
1602
6 B
Zadaszenie
Winda Towarowa
1.16
1358
C
Naświetle garazu podziemnego
361
C
4528
18 %
30x14 11
261
399
730
1389
+ 1,70
686
+ 0,20
A
6%
B
30x15.9 11
D
D
Naświetle garazu podziemnego
Winda Towarowa
6
- 3,80
340
1.15
108
- 5,30
331
A
300
1001
1217
- 5,30
30x15.9 11
3050
30x14 11
20 %
1313
705
527
30x15.9 11
- 3,80 327
257
1179
189
327
30x15.9 11
186
+ 1,20
E
-6,80
30x14 11
30x14 11
327
20 %
2356
327
705
30x15.9 11
705
30x15.9 11
30x15.9 11
708
190
Naświetle garazu podziemnego
2824
E
1.17
+ 1,20
Naświetle garazu podziemnego
31 M.P.
4197
E
membranowe
Naświetle garazu podziemnego
PRZEKRÓJ B-B D
B
30x15.4 13
20
F
C
- 2,30
Zadaszenie
E
30x15.4 9
30x14 11
30x14 11
5267
F
C
C
30x15.4 13
30x15.4 9
G
- 3,60
708
30x15.4 9
H
30x14 11
- 0,80
G
6%
330
G
- 3,80
30x15.9 11
30x15.9 11
30x14 11
18 %
30x14 11
327
- 3,80
- 3,80
Naświetle garazu podziemnego
355
354
H
- 3,80
Miejsce na mała gastronomię
- 3,40
6%
I
+ 0,70
305
20 %
327
30x15.9 11 30x15.9 11
351
H 353
F
Miejsce na mała gastronomię
-6,80
I
300
Naświetle garazu podziemnego
C
30x15.4 13
J
Naświetle garazu podziemnego
30x14 11
537
J
I
539
30x15.9 11
J
712
30x15.9 11
- 6,80
- 3,60
G
- 3,40
K
+0,20 715
8378
H
2.18
30x17.5 10
393
353
351
7299
J
I
30x17.5 10
2.19 WENT
WENT 1228
WENT
1313
4762 745
526
36x14.4 17
49 204
30x17 10
K
2.2
30x17 10 479
477
120
2.3
2.16
2.14 2.13
WENT WENT
2.11
- 3,40
120
2.10
259
2.1 ± 0,00
2.12
8 14. 36x 9
4 36x14. 7 WENT
5
1028
12
A 36x14.4 17
- 0,02
802
4 36x14. 7
1500
1435
1400
1440
227
- 5,10
2.17
1013
4.8 33x1 14
1.11
- 1,50
12 x 35 35x14.2 14,1
- 3,40 1.6
1.10
1.9
1444
.4 x14 36 12
1.12
1.7
1.8
A
306
149
M
598
1.5
314
.4 x14 36 12
30x17 12
690
30x17 8
228
A
- 6,80
36x14.4 12
1.4
178
2.5
- 3,40
30x17.2 11
254
270
POKÓJ POKÓJ NR.14 NR.15
35
POKÓJ POKÓJ NR.12 NR.13
270
270
270
270
POKÓJ POKÓJ NR.10 NR.11
N
465
465
465
380
270
270
270 POKÓJ NR.9
1.3
WENT
380
465
465
465
380
204
- 3,40
WENT
765
380
770
1.2
465
N
1.1
465
N
280
1.14
2.1
19,84 m2
1.4
1.8
Nazwa pomieszczenia
Pom
1.1
skala
1:200
0
PRZEKRÓJ C-C
0 A2
D1
- 2,00
310
+ 0,20
S5
- 3,80
Sg2
275
- 6,80 - 7,50
- 1,30 900
- 3,70
290
295
- 0,44
149
200
+ 1,20
295
Nr. Rys.
- 6,80
35
strop zespolony 10 cm konstrukcja nośna - I 550 HEB przestrzeń techniczna termoizolacja wełna 30 cm konstrukcja elewacji płyty elewacyjne - stalowe
[CROSS SECTION C-C]
[DEATAIL]
D1
- 2,00
310
+ 0,20
- 0,44
149
200
+ 1,20
900
S5
- 3,80
PRZEKRÓJ A-
275
295
- 3,70
290
295
- 1,30
Sg2
- 6,80
- 6,80
+ 3,73
DETAL
55
134
+ 4,92
+ 3,20
473
349
S2
Przystań Jachtowa
± 0,00
nad Jeziorem Bugaj w Piotrkowie Trybunalskim.
- 1,50
- 1,70
- 2,00
- 3,40
- 6,82
1:20,1:10
Nr. Rys.
- 3,40
DETAL 2 310
Sg1 - 6,80
294
- 4,90 517
S1
skala
260
S3
307
82
- 1,50
1,2
- 6,80
- 7,50
[CROSS SECTION A-A]
A7
7
37
project title:
[ART university:
HIGH
[ T EC HN I C AL
SCHOOL
U N I V E RS I T Y
OF
IN LO DZ
LODZ] -
IA IU ]
cours:
[BAC HELOR CO U RS E - D E S IG N O F S CHO O L BU IL DING S] tutor: [ELZBIETA BĘDKOWSKA]
description: [This project was very complicated and extensive. In addition to the typical high school, I had also to design and think about how to solve part of the sports complex, and supporting artists. The complex ultimately consist of the main school building, part of the sport consisting of swimming pool hall and sports hall with technical facilities, dormitory for students, art studios such as, sculpture studio, drawing workshop, photography studio, etc. , and the exhibition hall for the presentation of works students.]
39
+ 13,50
+ 13,00
[CROSS SECTION D-D]
[CROSS SECTION A-A]
+ 17,50
+ 13,50
+ 9,00
+ 13,00
+ 9,00
+ 5,00
+ 4,50 + 5,00
+ 4,50
± 0,00
A.1.3
A.1.1
± 0,00
± 0,00
± 0,00
D.1.2 D.1.1
A.1.2
D.1.23 D.1.3
D.1.4
PRACOWNIE
D.1.17
E.1.1 E.1.2 E.1.3 E.1.4 E.1.5 E.1.6 E.1.7
D.1.24 D.1.5 D.1.26
A.1.4
A.1.7
D.1.7
D.1.6
D.1.27 D.1.8
A.1.5
C
F.1.1 F.1.2 F.1.3 F.1.4
Foyer Recepcja Szatnia Sklepik
341,2m2 58,4m2 58,4m2 28,9m2
D.1.25
C
D.1.11
D.1.10
18,7m2 107,3m2 20,1m2 18,3m2 15,7m2 18,3m2 214,3m2
D.1.28
D.1.9
A.1.6
SALA WYSTAWOWA
Magazyn sali Pracowniarzeźby Gabinet nauczycielirzeźby Toalety meskie Umywalnia Toalety damskie Hall
a
+ 15,80
D.1.12
D.1.13
D.1.14
D.1.15
a
D.1.29 D.1.18
b
E.1.1
F.1.2
D.1.16 E.1.2
D.1.19
15,80
E.1.4
D.1.20 D.1.21
A.1.9
+ 10,5
F.1.1
D.1.22 E.1.7 E.1.3 E.1.5 E.1.3
A
A.1.10
A
F.1.3
A.1.11
A.1.8
B.1.3
B.1.2
a
b b
E.1.2
A.1.12
a
C.1.1
B.1.5
B.1.4
C.1.2
+ 3,00
B.1.15
A.1.13
B.1.6
A.1.15 B.1.7
B
C.1.13 a
D
E.1.6
D
E.1.1
a
B.1.1
A.1.14
c
+ 3,00
+ 3,00B
F.1.4
c
b b C.1.3
B.1.8
± 0,00
A.1.16
± 0,00
a
C.1.4 B.1.11
B.1.10
A.1.1
- 2,00
C.1.5
B.1.9
C.1.6
a
a B.1.12
A.1.2
A.1.18
A.1.17
B.1.14
B.1.13
c
C.1.7
b
b c
+ 3,00
C.1.8
C.1.9
C.1.11
[LEVEL 0]
C.1.12
C.1.10
+ 3,00
+ 3,00
[MAIN BUILDING]
[AUDITORIUM]
[WORKSHOP]
41
[DORMITORY]
+ 15,80
[CROSS SECTION B-B] + 10,50
+ 3,00
+ 3,00
+ 3,00
± 0,00
± 0,00 - 2,00
A.2.2
A.2.3
b
a
A.2.1
D.2.2
D.2.3
D.2.3
a
a
C
A.2.5
c
c b
a
c
A.2.7 D.2.8
A.2.8
a
a
a
c
C
D.2.7
b
b D.2.1 d
a
D.2.1 d
D.2.5
a
A.2.6
PUSTKA
c
D.2.4
b
b D.2.1 d
a
A.2.4
PUSTKA
D.2.2
D.2.1 d
D.2.1 d
D.2.6
PUSTKA
a
D.2.1 d c b
a
a
PUSTKA
D.2.1 d
A.2.9
c A.2.10
E.2.1 a
E.2.2
E.2.3
F.2.2
PUSTKA
PUSTKA
F.2.1
A.2.11 E.2.4
A
E.2.6
A.2.13
E.2.7
E.2.9
PUSTKA
A.2.14
PUSTKA
A.2.16
B.2.1
F.2.5 F.2.4 F.2.3
B
b
A.2.18
D
C.2.1
A.2.17
A.2.2
D
PUSTKA
B
A.2.15
A.2.19
PUSTKA
E.2.8
PUSTKA
A.2.1
E.2.5 PUSTKA
A
A.2.12
B.2.4
B.2.3 a b c
B.2.2 a b c
C.2.2
C.2.3 a C.2.4 a
c c b
C.2.5
C.2.6 C.2.7
F.2.7 F.2.6
[LEVEL 1]
[SPORT BUILDING]
[MAIN BUILDING HALL]
[SPORT BUILDINGS]
43
[MAIN BUILDING HALL]
project title:
[RESPONSIVE KINEMATICS - SENSITIVE LEAVES] university:
[ANHALT UNIVERSITY OF APPLIED SCIENCE - DIA DESSAU] cours:
[MASTER COU RS E - C A D LO G I C “ KINE M AT IC E NV E LO P E S ” ] tutor: [LISS.C.WERNER] description: We are living in an amazing world! Unfortunately in the everyday rush, we do not pay attention to the amazing things, which are surrounding us. Even if, view on the way to our work or school seems to be all the time the same, it is only illusive impression! Everything is changing constantly, endless movement of diverse of chemical processes and reactions has to get breaks. All living organisms are trying to adjust to environment and fit with a weather changes. We had decided to take a deeper look into mechanisms and process that we can find in common plants and we were strongly inspired by the power of nature. We started our work by making scientific research for a theory of morphogenesis in the natural world. Then, we tried to find the best proposes of the model of nature as the generating force for architecture form. Our aim was to present design as a form of artificial life. We were inspired by Mimosa Pudica, plant called also “touch–me–not”, which the compound leaves fold inward and droop when touched or shaken and re-opening few minutes later. Like another species of plants, thanks to channels in leaves, it can close it like in a sleep mode or make nyctinastic movement. This movement responds to light and darkness and it is closing and opening in a way to get most of profits form environment and to avoid danger. This natural movement was an inspiration and a trigger in our thinking about design proposal. We decided to create a device which like a plant will be changing due to environmental changes.
Sebastian Białkowski Chi Chen Koichi Sugawara Ni Zhang
DIA WS 2011/12 Tutor: Liss C. Werner
45
IDEA
[IDEA]
VISUALISATIONS
Mimosa pudica (from Latin: pudica “shy, bashful or shrinking”; also called Sensitive Plant and the touch-me-not), is a creeping annual or perennial herb often grown for its curiosity value: the compound leaves fold inward and droop when touched or shaken, re-opening minutes later. The species is native to South America and Central America, but is now a pantropical weed.
Like a number of other plant species, it undergoes changes in leaf orientation termed “sleep” or nyctinastic movement. The foliage closes during darkness and reopens in light.
The leaves also close under various other stimuli, such as touching, warming, blowing, or shaking. These types of movements have been termed seismonastic movements. The movement occurs when specific regions of cells lose turgor pressure, which is the force that is applied onto the cell
TECHNICAL DRAWINGS OF THE MECHANISM
wall by water within the cell vacuoles and other cell contents.
TECHNICAL DRAWINGS OF THE MECHANISM
source: wikipedia.com
LEGO
MACHINERY
LEAFS
Arduino
TX RX PWR
USB EXT
ICSP
RESET 3V3
PWR SEL
1
TX RX
PWM
L
PWM PWM
3 2 1 0 9 8 7 6 5 4 3 2 1 0 1 1 1 1 DIGITAL PWM PWM PWM
AREF GND
FISHING WIRE
www.arduino.cc
POWER 5V Gnd Vin
ANALOG IN 0 1 2 3 4 5
SCHEME
TOUCH
LIGHT
TILT
SOUND
PROXIMITY
RULES TOUCH
LIGHT 0 -1023
CLOSE FOR 5 SEC
TILT <300
CLOSE PREMANENTLY UNTIL >300
IF
>300
SOUND
CLOSE FOR 10 SEC
PROXIMITY
CLOSE FOR 3 SEC
[MECHANISM DRAWINGS]
[MECHANISM VISUALIZATION]
STATISTICS: -0.5 m2 acryl glass -345 screws -345 washer for screws -50 meter of fishing line -5 meter of cable -few sets of Lego bricks -piece of wood -Arduino -sensors and three servo -motors
-30 support parts -30 main lever -30 smaller lever
47
[PHOTO DOCUMENTATION]
[MECHANISM]
49
[ 2 0 1 3 ]