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BIM Selected Works Technical Portfolio Ines J. Pedras


InĂŠs J. Pedras BIM / Revit + Dynamo www.inesjpedras.com


I am InĂŠs, Spanish Architect. I am passionate about BIM,I enjoy the challenge of working on geometrically complex projects and pushing the boundaries of BIM. Provinding Revit platform into the integranted design modeling process. I hope to gain a way to enhance the smooth workflow between softwares and to take an active role in the advance of using digital tools with the new technologies that are emerging in the industry.

Only Revit Portfolio, BIM Modelling, Table of content: 01- Adaptative Bridge. Adaptative components. 02- Shaping Ecosystems. Dynashape Project. BIM Advanced integrations. 03- Revit Family Editors, Software workflows. 04- Haneda-ANA Airport ampliation. BIM Execution Planning Development of Custom Components for workflow implementation. 05- Student Resident du Gran Morillon- Family editor, BIM Execution Planning. 06- Parametric Tower. Development of Custom Components for workflow implementation.


S

E

Level 1 0

17:00

04:32

26 July

Revit North elevation. Scale 1 /300 (m) W

The buildings dematerialize as they reach the ground to provide a porous permeable landscape traversing the sit.

19:09

N

Revit Solar Analysis / 20 July 17.00h Shadows. BIM Optimization/ Analysis.

Parametric BIM detail

Anxonometric Back view

3D modelling view

4

BIM / Revit + Dynamo

4

Adaptative Component


XRay visualization

Path Grow

Dynamo process

anxonometric 3D modelling view This bridge aims to help them streamline their design of 6 different footbridges. The design intent was captured in a parametric detailed model that was then flexed in order to produce all the necessary iterations of the design. This model was also used for data and 2D drawings extraction. Techonology Revit and Dynamo.

Adaptative Bridge 01 257 05/2017

5


Membrane and urban implementation.

Membrane and urban implementation. Anxonometría fugada de conexiones energéticas Número de proyecto

www.autodesk.com/revit

www.inesjpedras.com

BIM / Revit + Dynamo

6

01

Fecha 05/25/2017 Nombre de proyecto Megatextures_ The development environmental Dibujadoincorporates por Autor 03 Formando Ecosistemas.

strategies Comprobado por through passive and active Verificador energyEscala efficient design and naturally ventilated spaces. From Urban to detailed: BIM Execution Planning, BIM Strategy, BIM Modelling, Coordination Review, Clash Detection, Quantity Takeoff, Content Creation , Model Review, Proposal Development, BIM Project Support.

19/06/2017 9:36:43

Megatextures_ Formando Ecosistemas.

PEDRAS


Membrane and urban implementation.

Landscape planning / Revit Analysis / Engineerinng

02 12/18/2017

cosistemas.

Embracing civic spaces in a symbiotic relationship and thereby transforming the NĂşmero surrounding multivalent urban fabric.01 de proyecto

xtures_

Fecha Dibujado por Comprobado por

05/25/2017 Autor Verificador

03 Escala

19/06/2017 9:36:43

Concept design for a new stadium in Spain, Tasks included bowl scheme, functional programme definition, landscaping Shaping Ecosystems and planning, roof and fabric material systems together with the general idea for the stadium. AnxonometrĂ­a fugada de conexiones energĂŠticas

7


6 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17

Steel Conection Revit 2019. Joined elements parametric adaptative components

16 15 14 13

Transversal section. Scale 1/300 (m)

2

LESS STAIN USING BLE EDGE ND CA NARY CATE IRAL STRA SP Ø 20

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

TRIANGLE MEMBRANE AT COMPRESSION RING

MAIN MEMBRANE PANEL

AYUNTAMIENTO DE MADRID

AMPLIACION DEL ESTADIO DE MADRID

ON CLAMPING EDGE A L U M I N I U M E X T R U S IPARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO

ALUMINIUM EXTRUSION CLAMPING EDGE

PROYECTO DE EJECUCIÓN PLANO:

Overview Bearing

ESCALA:

1 / 600

EC. 200 OCTUBRE 2010 PLANO 616

N AI ST E L IN AB US C D GE AN D R E T RY L S NA RA TE PI CA 20 S Ø

S LE

S

ST

E

PING CLAM ION TRUS M EX INIU ALUM

Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0 prepared drawn reviewed project no.

Bu TW Bu 2722

H/B = 594 / 841 (0.50m²) G

ES

S

ST

EE

L

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

EDGE

EDGE MPING ION CLA TRUS IUM EX ALUMIN

STEEL STAINLESS EDGE USING CATENARY CABLE L STRAND Ø 20 SPIRA

CA TE 20 NA SP RY E IR AL DG ST E U RA SI ND NG CA ST BL AIN E L

Structural Consulting Engineers

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 5 kN/m FILL DIRECTION 5 kN/m

H/B = 594 / 841 (0.50m²)

Ø

schlaich bergermann und partner

EL

L STEE

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

Bu TW Bu 2722

prepared drawn reviewed project no.

Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0 Structural Consulting Engineers

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla 1 / 600

ESCALA:

Overview Bearing

PLANO:

schlaich bergermann und partner

PLANO 616 OCTUBRE 2010

EC. 200

PROYECTO DE EJECUCIÓN

3

2

1

45

46

47

4

PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO 5

6

AMPLIACION DEL ESTADIO DE MADRID 7

AYUNTAMIENTO DE MADRID Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

8 9 10 11

12 CATENARY EDGE USING STAINLESS STEEL Ø 20 SPIRAL STRAND CABLE

13 14 15

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

16 17

TRIANGLE MEMBRANE COVER AT TENSION RING

PES/

GLASS/

PTFE 1)

PVC 2)

PTFE 3) MESH

( ) ( ) ( )

18

MAIN MEMBRANE PANELS

GLASS/

TRIANGLES AT COMPRESSION RING

19

TRIANGLES AT TENSION RING

EL

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

PING CLAM ION TRUS M EX INIU ALUM

EDGE

EDGE MPING ION CLA TRUS IUM EX ALUMIN

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 5 kN/m FILL DIRECTION 5 kN/m

TRIANGLE MEMBRANE AT TENSION RING

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

AYUNTAMIENTO DE MADRID

AMPLIACION DEL ESTADIO DE MADRID 31

PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO PROYECTO DE EJECUCIÓN PLANO:

Roof membranes. Overview drwaings

ESCALA:

s/e

EC 400

OCTUBRE 2010 PLANO 632

SEE DRAWING EC.130

34

COMPRESSION RING CLADDING MEMBRANE

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

35

CATENA RY EDG E USING Ø 20 SP STAINLE IRAL ST SS STEE RAND C L ABLE

TE

32

SS

33

ES

30

NL AI ST E G IN BL US CA GE AND D E TR RY L S A NA TE PIR CA 0 S 2 Ø

28

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

MAIN MEMBRANE PANEL

29

L

NA R TE PI CA 20 S Ø

1) E.G. CHUKOH FGT-800 / 600 OR EQUIVALENT 2) E.G. FERRARI TYPE IV T2 COATING OR EQUIVALENT 3) E.G. VERSEIDAG TYPE B 18656 OR EQUIVALENT

E

26

EE

ST E G L IN AB US C D GE AN TR S AL

ED

EDG

27

ST

L

ING

24

S

RY

EE

MP

25

ES

LE

ST

COMPRESSION RING CLADDINGS

CLA

23

N AI

SS

ION

STEEL STAINLESS EDGE USING CATENARY CABLE L STRAND Ø 20 SPIRA

CA TE 20 NA SP RY E IR AL DG ST E U RA SI ND NG CA ST BL AIN E L

RUS

22

Ø

ALUMINIUM EXTRUSION CLAMPING EDGE

TRIANGLES COVER AT TENSION RING

EXT

21

ALUMINIUM EXTRUSION CLAMPING EDGE

IUM

L STEE LESS STAIN USING BLE EDGE ND CA NARY CATE IRAL STRA SP Ø 20

TRIANGLE MEMBRANE AT COMPRESSION RING

MIN

20

ALU

schlaich bergermann und partner Structural Consulting Engineers Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0

36

Bu HB Bu 2722

38

37

prepared drawn reviewed project no.

H/B = 594 / 841 (0.50m²)

39 44

43

42

41

40

Structural Plant Top view. 2D Revit Documentation

CATENARY EDGE USING STAINLESS STEEL Ø 20 SPIRAL STRAND CABLE

Structural membrane tensions verifications

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

GLASS/

PES/

GLASS/

PTFE 1)

PVC 2)

PTFE 3) MESH

Technology TRIANGLE MEMBRANE COVER AT TENSION RING BIM / Revit + Dynamo

8

CATENA RY EDG E USING Ø 20 SP STAINLE IRAL ST SS STEE RAND C L ABLE

ALU

MIN

IUM

Revit + Dynamo.

EXT

RUS

ION

ES

SS

TE

TRIANGLES AT COMPRESSION RING TRIANGLES AT TENSION RING TRIANGLES COVER AT TENSION RING COMPRESSION RING CLADDINGS

CLA

MP

Optimization and detailed works.

NL AI ST E G IN BL US CA GE ND ED TRA RY L S A NA TE PIR CA 0 S 2 Ø

MAIN MEMBRANE PANELS

ING

EDG

E

EL

WARP DIRECTION (RADIAL) PRESTRESS WARP DIRECTION 3 kN/m FILL DIRECTION 3 kN/m

1) E.G. CHUKOH FGT-800 / 600 OR EQUIVALENT 2) E.G. FERRARI TYPE IV T2 COATING OR EQUIVALENT 3) E.G. VERSEIDAG TYPE B 18656 OR EQUIVALENT

( ) ( ) ( )


MEMBRANE

upper tension ring 3 ø 95mm

DETAIL CLAMPING EDGE SECTION 1-1 RADIALCABLE ø55, 65, 85, 95

50

1

DETAIL CLAMPING EDGE RADIALCABLE

Steel Connection Automation

1

Details represented in sections scale 1/20 (m)

DETAIL CLAMPING EDGE AXIS 25/26

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

AYUNTAMIENTO DE MADRID

AMPLIACION DEL ESTADIO DE MADRID PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO PROYECTO DE EJECUCIÓN

MEMBRANE

PLANO:

Membrane Detail

ESCALA:

1/5

EC.402

upper Tension Ring

OCTUBRE 2010 PLANO 634

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

schlaich bergermann und partner Structural Consulting Engineers

DETAIL CLAMPING EDGE SECTION 1-1 RADIALCABLE ø55, 65, 85, 95 Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0

0

prepared drawn reviewed project no.

10´ 11´

H/B = 594 / 841 (0.50m²)

Bu TW Bu 2722

12´

upper tension ring 3 ø 95mm

13´ 14´

15´

1

16´ 17´ 18´ 19´ 20´ 21´

50

22´

DETAIL CLAMPING EDGE RADIALCABLE

23´ 24´ 25´ 26´ 27´ 28´

1

29´ 30´ 31´ 32´ 33´ 34´ 35´

36´ 37´ 38´

Joins and principal cable connections. Detailed Plant 1/700 (m)

39´

40´

DETAIL CLAMPING EDGE AXIS 25/26

41´

42´

43´

44´

45´

46´

47´

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIEN

AYUNTAMIENTO DE MADRID

BIM softwares to ensure an adequate detailed design of this 70.000 seats, structural elemnts and fabric textile membrane. From a big scale to detailed joined elements. The work focused mainly on the modelling, coordination review and clash detection of 450.000 sqm of buildings and 1.000.000 sqm of public space. Detailed construction elements from a very precise scale in the main stages of the project.

AMPLIACION

PARA SU ADECUAC PROYECTO DE EJECUCIÓN

Shaping Ecosystems 02 12/18/2017

PLANO:

Membrane Det

ESCALA:

1/5

upper Tension

Antonio Cruz Villalón, Antonio Ortiz CRUZ Y ORTIZ ARQUITECTOS S C/ Santas Patronas 36. 41001 Sev

H/B = 594 / 841 (0.50m²)

9

48


Joins and principal cable connections.

Structural MEP connections.Detailed Plant 1/700 (m)

Structural Plant Top view. 2D Revit Documentation

Steel Conection Revit 2019. Joined elements parametric adaptative components

BIM / Revit + Dynamo

10

section View. 2D Revit Documentation. Instalation details.


view in transversal sections scale 1/100 (m)

Programmatic circulation and visitors experience drives the spatial orientation of the section. BIM Execution Planning, BIM Strategy, BIM Traning - Basic, BIM Modelling, Coordination Review, Clash Detection, Quantity Takeoff, Content Creation , Model Review, Proposal Development, BIM Project Support.

Shaping Ecosystems 02 12/18/2017

11


Adaptative Component. Parametric seats / Family editor

Programmatic circulation and visitors experience drives the spatial orientation of the plan. BIM Execution Planning, BIM Strategy, BIM Modelling, Coordination Review, Clash Detection, Quantity Takeoff, Content Creation , Model Review, Proposal Development, BIM Project Support. Plan Execution.

BIM / Revit + Dynamo

12

Technology Revit, Dynamo.


dynamo script solutions strategy

Combining structural evaluation with the power of BIM Technology. In a case related to industry facilities. Project orientend consultancy and Revit training have beenour tasks. After creating a BIM model from the previous data. Access from the elements of the model to related documentation of quality control and technical inspections Damages and structural pathologies in a BIM environ-

02 12/18/2017

ment.using symbolic three-dimensional elements.

13


Type II: Axis 0 - 8 / 40 - 48 Length: approx. 5.5m

Type I: Axis 8 - 40 Length: approx. 3.5m

Upper tension ring Lower tension ring

Transverse beam (IPE 200; S355) Substructure out of extruded Aluminium sections (U 80x40x6; EN AW-6060 T66/F22)

DETAIL 1

SCALE 1:10

SECTION a-a 900

a

10

220

60 40 140

90

80

60 40 140 10

10

10 140 10

AXIS RADIAL CATWALK

Aluminium sheets (t=2 mm) (e.g. Novelis FF2 or equivalent)

a ble Axis

Radial Ca

26

Cladding Tray Type I

DETAIL 2

SECTION b-b

SCALE 1:10

Open Joint

900 450

Axonometric

Lower tension ring cladding tray types

Scale 1:10

Scale 1:10

25

140

Radial Cable Axis

220

100

10

140

40 80

75

50

140

Lower tension ring cladding tray

130

140 40 60

435

120 30 80 30 40

b

AXIS RADIAL CATWALK

450

140 40 60

70 140

b

200

140

100 CLA

500

Radial Cable Axis 24

150 150

10

200

150

140

E AM

500

120 30 80 30 60 40

FR

C 5mm Neoprene around cable

Cladding Tray Type I

Bolted connection

ING

Cable clamp out of welded steel plates

DD

10

500

Cladding Support Clamp

150

PLAN VIEW

Lower Tension Ring Cable

140

Steel plate 100x20mm

TENSIO

Open Joint

Stiffener t=10 mm

Plates 350x60x20 with 2 No. M20 (8.8)

Radial Cab

le Axis 23

Bolted connection M20 (8.8) Transverse Beam (IPE 200 with welded connection plate)

Section C-C Scale 1:10

Aluminium Sheets (t=2mm) (final shape according to the architectural drawings)

C Section A-A Scale 1:10

Section B-B

Aluminium Substructure

Scale 1:10

Open Joint

Steel Transverse Beam

C

Ring cable (FLC) Cladding Support Clamp

Cladding Tray Type I

B A

A

B

C Axonometric view Cladding support clamps

Plan view Scale 1:10

Plan view Scale 1:50

Scale 1:10

BIM / Revit + Dynamo

14

Radial Ca

ble Axis

Neoprene t=5mm

Adaptative Component. Parametric seats / Family editor

22


20

3 20

ø60 150

110

DETAIL 1

DETAIL 2

PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO Details

PLANO 651

UT

200

62

15 135

ø60 150

110

DETAIL 5

TR

100

10

SCALE 1:10

Radial Cable Axis

FIXED BEARING

25

SECTION e-e

DD

40 60

220

3 20

25

30

30

180

375

10

3

140

110

200

110

145

150

20

ø60

CATWALK

500

E AM

RING CABLE CONNECTOR

140

25

150

e

FR

140

220

ING

150

See technical sepcifications for details on material propoerties and corrsion protection.

C

GS

500

Steel substructre painted or galvanized.

d

Bu pie Bu 2722

150

prepared drawn reviewed project no.

120 30 80 30 60 40

Scale 1:10 500

Intermetalic corrosion to be avoided by proper interlayers.

Pins 34CrNiMo 6V as per technical specifications.

Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0

CLA

Lower tension ring cladding tray types

560

Structural Consulting Engineers

YIN FL

140

Cable clamps GS18 as per technical specifications.

Open Joint

schlaich bergermann und partner

PLAN VIEW

B

440

OCTUBRE 2010

1 / 10

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

b

Steel substructure S355 J2.

Cladding Tray Type I

EC. 711

Radial Catwalk

Aluminium substructure Rp0,2 = 160MPa or higher.

140

140

AMPLIACION DEL ESTADIO DE MADRID

s 26

l Cable Axi

220 Ra3dia 20

110

10

AYUNTAMIENTO DE MADRID

ESCALA:

220 70 80 70 40 60

3

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

PLANO:

140 30

20

100

75

Aluminium sheets (e.g. flat aluminium panels t=2mm, Rp0,2=165MPa or higher) to be bolted/riveted constraint free to the Alumnium substructure.

d

120 30 80 30 40

130 40 80

140

50

110

FREE X-DIRECTION

PROYECTO DE EJECUCIÓN

140 40 60

70

110

220

70 40

110 40

140 40 60

435

Material properties

SECTION d-d

SCALE 1:10

450 AXIS RADIAL CATWALK

PLAN VIEW

30

900

b

320

DETAIL 4

SECTION b-b

25

450

B

RING CABLE CONNECTOR

ø60

110

ø60 25

C

SCALE 1:10

147.5 25 147.5

1000

The drawing shows a proposal which can be further optimized by the contractor. A deviating proposal needs the approval of the client prior to manufacture of any cladding element.

c

180

375

30

1000

Final shape of cladding and surface finish according to the architects requirements.

30

80

140

110

e

560

60

Cladding trays are trapezoidal in plan view. 151 Cladding tray axis151is not parallel to tension ring cable axis. Offset 302 in angle to be compensated in cable clamp. Differences in the lengths of the individual tension ring segments can be compensated in the gap between adjacent trays of approx. 100mm.

350

220

110

145

30

40

20

RING CABLE CONNECTOR

TENSION RING

440

3

220

3

220

E AM

40 60

20

30

FR

40 60

ING

CATWALK

15

40 60

UT

DD

CLA

e

220

220

TR

GS

a

SECTION e-e

FIXED BEARING

15

Lower tension ring

80

YIN FL

DETAIL 5

40

SCALE 1:5

SLOTTED HOLE FOR PIN

There are only two types of cladding trays: 121 different ø60 121 - Type I - Short (Axis 8-40) - Type II - Long (Axis 0-8 and 40-48)

Upper tension ring

110

90

C

SCALE 1:10

General notes

c

10

220 70 80 70 40 60

Type II: Axis 0 - 8 / 40 - 48 Length: approx. 5.5m

80

60 40 140 10

d

DETAIL

SECTION c-c

SCALE 1:10

FREE BEARING

Detailed elements

Type I: Axis 8 - 40 Length: approx. 3.5m

DETAIL 3

SECTION a-a 900

a

10

10 140 10

60 40 140

350

560

350

SCALE 1:10 440

AXIS RADIAL CATWALK

140

120 30 80 30 40

220

110

220 70 80 70 40 60

3 10

Cladding Support Clamp TENSION RING

e

1000

147.5 25 147.5

1000

320

B PLAN VIEW

Radial Cable Axis 24

Cable clamp out of welded steel plates

110 40

PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO

220

PROYECTO DE EJECUCIÓN PLANO:

110

Lower Tension Ring Cable

AMPLIACION DEL ESTADIO DE MADRID

110

70 40

C

Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

AYUNTAMIENTO DE MADRID

Cladding Tray Type I

Bolted connection

Steel plate 100x20mm

RING CABLE CONNECTOR

EC. 711

Radial Catwalk Details

ESCALA:

30

OCTUBRE 2010

1 / 10

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

30

PLANO 651 schlaich bergermann und partner Structural Consulting Engineers

Open Joint

Stiffener t=10 mm

Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0

B

prepared drawn reviewed project no.

8)

Bu pie Bu 2722

Radial Cab

le Axis 23

e) Aluminium Sheets (t=2mm) (final shape according to the architectural drawings)

C Section A-A Scale 1:10

Section B-B

Aluminium Substructure

Scale 1:10

Open Joint

Steel Transverse Beam

C

Ring cable (FLC) Cladding Support Clamp

Cladding Tray Type I

Radial Ca

ble Axis

Neoprene t=5mm

B A

A

22

B Dirección General de Patrimonio ÁREA DE GOBIERNO DE HACIENDA Y ADMINISTRACIÓN PÚBLICA

AYUNTAMIENTO DE MADRID

AMPLIACION DEL ESTADIO DE MADRID PARA SU ADECUACION A ESTADIO DE FUTBOL Y ATLETISMO PROYECTO DE EJECUCIÓN

C Plan view Scale 1:10

PLANO:

Lower Tension

EC. 332

Ring Gladding

OCTUBRE 2010

ESCALA:

1 / 10 / 50

Antonio Cruz Villalón, Antonio Ortiz García. CRUZ Y ORTIZ ARQUITECTOS S.L.P. C/ Santas Patronas 36. 41001 Sevilla

Plan view

PLANO 629 schlaich bergermann und partner Structural Consulting Engineers

Scale 1:50

Brunnenstrasse 110 c 13355 Berlin (Germany) Phone +49 (30) 8 14 52 83 -0 prepared drawn reviewed project no.

Bu ruh Bu 2722

Anxonometris section view / Revit

The stadium envisions as an architecture-as-landscapes, and responds to the local scenery, the cityscape and the sky. BIM Execution Planning, BIM Strategic, BIM Modelling, Coordination Review, Clash Detection, Quantity Takeoff, Content Creation , Model Review, Proposal Development, BIM Project Support,Detailed construction Details.

Shaping Ecosystems 02 12/18/2017

15


6.75 6.32 5.89 TRIAL version

5.46

CC 1: Peso propio Deformaciones globales u

TRIAL testing purposes only Forversion

For testing purposes only

Proyecto: TFM Ines

5.03

RF-FORM-FINDING Superficies Esfuerzos internos básicos n-y

Valores fundamentales

ny [kN/m]

Deformaciones globales |u| [mm]

Modelo: Prueba 1 Pues a ver quePrueba sale... 8

Textiles TFM Ines

Modelo:

VALORES FUNDAMENTALES ny

Proyecto: TFM Ines Textiles TFM Ines

Pues a ver que sale...

DEFORMACIONES GLOBALES u

4.60 4.17 3.74 3.316.75 2.886.32 2.455.89

Max : Min :

610.5

2.025.46

555.0

6.755.03 2.02 4.60

499.5

4.17 3.74

444.0 388.5

TRIAL version For testing purposes only

Proyecto: TFM Ines

Modelo: Prueba 2

Textiles TFM Ines

Pues a ver que sale...

333.0

DEFORMACIONES GLOBALES u

Deformaciones globales |u| [mm]

Max : Min :

277.5

2.88 1/1 1

RESULTADOS

Z

Fecha:

RF-FORM-FINDING Deformaciones globales u

18/01/2018

2.45

Y X

Isométrico

2.02 6.75 2.02

222.0 18605.2

TRIAL version

For testing purposes only

166.5

16913.8

Modelo: Prueba 8 Pues a ver que sale...

Proyecto: TFM Ines Textiles TFM Ines

15222.5

deformability, tension equilibrium form finding 13531.1 11839.7

8456.9

Deformaciones globales 0.0 |u| [mm] 610.5 0.0

Max : Min :

6765.5

111.0

external forces 55.5 CC 1: Peso propio Deformaciones globales u

10148.3

5074.2 3382.8

DEFORMACIONES GLOBALES u

Z

Y X

610.5 555.0

1691.4 0.0

499.5

18605.2 0.0

444.0

Máx.n-y: 6.75, Mín. n-y: 2.02 kN/m

Max : Min :

3.31 Página: Hoja:

RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

ww

610.5

388.5

18605.2

333.0

Z

Y

277.5 Z

Y X

Máx.n-y: 6.75, Mín. n-y: 2.02 kN/m

X

222.0 RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

166.5 111.0 55.5 0.0 Max : Min :

This value is reached after testing the deformations obtained in the shape calculation process, looking for it to be reasonably small so that its application can be guaranteed with a conventional manual textile assembly, without resorting to special or mechanized

610.5 0.0

Textile with homogenous initial tension of 1 KN / m - Bottom edge with Pfeifer brand PV cable, diametro 35 mm, cable tension 70.9 KN 610.5

Máx.u: 18605.2, Mín. u: 0.0 mm Coeficiente de deformaciones: 1.10 RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

www.dlubal.com

Z

Y X

Máx.u: 610.5, Mín. u: 0.0 mm Coeficiente de deformaciones: 1.00 RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

external forces

Máx.u: 610.5, Mín. u: 0.0 mm Coeficiente de deformaciones: 1.00 RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

external forces

external forces

BIM / Revit + Dynamo

16

Membrane Structure Calculation


0. 50

0.50

0.50

0.50

0. 50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50 0.50 0.50

0.50

0.50 0.50

0.50

0.50

0.50 0.50

0.50

0.50

0.50

0.50

0.50

0.500.50 0.50

0.50

0.50 0.50

0.50

0.50

0.50 0.50

0.50

0.50 0.50

0.50

0.50 0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50 0.19

27.41

28.26

0.38 0.30 0.29

21.27

22.34 19.16

0.37

0.50 0.50 0.32

14.19 13.07

15.2213.84

0.50

9.54

5.58

3.42

10.38 9.83

0.50

0.58 0.24

0.63 12.02 0.36 0.62 12.22

11.14 9.87

8.87 8.77 0.19

0.30 0.29 0.36 0.50 0.32

0.50

2.06

0.19 0.67

2.94 0.58 0.23

3.63 3.43

0.59

0.41

0.64

0.32

4.56

0.67

0.20

0.67

0.31 0.65

7.94

0.50

Fecha:

0.50

0.68

0.19

0.30

0.40

0.66

0.62 0.40

0.50

7.89 8.07

4.64

7.50

0.50

3.825.61 1.673.75 3.16 1.10 2.61

0.50

1.34 1.07

9.63

Textiles TFM Ines

8.92

7.97

10.83

CC3: VIENTO 1

10.29

CC 3: Viento 1 Cargas [kN/m^2]

10.30

9.05

Página:

8.98

10.03

1

Fecha:

18/01/2018

Pues a ver que sale...

2.74 4.36 6.14

3.32 6.80

2.19 Z6.73

3.24 7.15

5.54 8.92

10.34

0.50

Modelo: Prueba 8_Con cargas aplicadas geometria ..

1.01 2.69

12.93

13.07

13.06 4.34

2.99 12.92

1/1

Hoja:

1.61 0.75 2.17

6.36 10.29 4.48

0.50

TRIAL version For testing 0.36 purposes only

8.89

8.82 4.17

7.87 Proyecto: TFM Ines

Isométrico

CC4: VIENTO 2 CC 4: Viento 2 Cargas [kN/m^2]

0.24 0.26

0.65

0.68

0.30

7.94

2.87

18/01/2018

Modelo: Prueba 8_Con cargas aplicadas geometria .. Pues a ver que sale...

Textiles TFM Ines

0.66 3.67 3.93

0.36 3.69 3.94

0.24 0.26

4.24 7.45

Proyecto: TFM Ines

0.40

0.52 0.64 0.65

7.66

1

Hoja:

0.61

0.40

0.66 0.68 0.31

0.66

0.24

6.15 5.32 1/1

Página:

TRIAL version

0.93 0.29

0.53 0.66

6.16

For testing purposes only

0.61

0.63 0.35 0.62

4.92 5.49

0.50

3.54

0.30 0.65 0.24

4.73 5.46

0.50

0.50

0.59 10.59 8.54 0.41 0.64 8.41 5.12 0.31 0.67

2.94

0.38

Isométrico

0.50

Y

0.50

X

0.50 0.50

0.50

Z 0.50

0.50

Y X

0.50

0.50 0.50

0.50

VIENTO SUCCION

0.50

0.50 0.50

0.50

0.50

0.50

external forces

0.50

0.50

internall forces 1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 1. 00

1. 00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1. 00

1.00

1.00

1.00 1.00

1.00

1. 00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Ademas de la tension inicial y del peso propio, las cargas restantes que se aplican, estimadas de forma bastante simplificada y de forma homogénea sobre la estructura) son las siguientes: Nieve (0,5 KN/m2, en dirección de la gravedad), Viento 1 (1 KN/m2, Fuerte presión, perpendicular a superficie) y Viento 2 (1 KN/m2, Fuerte succión, perpendicular a superficie)

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 1.00

1.00

1.00

1.00 1.00

1.00

1.00

1.00

1.00 1.00

1.00 1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

1.00

www.dlubal.com

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

Máx.p-Z: 0.93, Mín. p-Z: -13.07 kN/m Máx.p-Y: 28.26, Mín. p-Y: -10.83 kN/m Máx.M-T: 0.00, Mín. M-T: 0.00 kNm

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 1.00

1.00

1.00

1. 00

1. 00

1.00

1.00

1.00

1.00

1.00 Y

1.00

1.00

X

1.00

1.00

1.00

Z

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 Y X

1.00

1.00

1.00

Z

1.00

1.00

1.00

1.00 1.00

1.00 1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.00 1.00

1.00

1.00

1.00 1.00 1.00

1.00 1.00

1.00

1.00

1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00

1.00

1.00

ACCION 3

RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

wind suction forces

sobre la estructura) son las siAdemas de la tension inicial y del peso propio, las cargas restantes que se aplican, estimadas de forma bastante simplificada y de forma homogénea succión, perpendicular a superficie) guientes: Nieve (0,5 KN/m2, en dirección de la gravedad), Viento 1 (1 KN/m2, Fuerte presión, perpendicular a superficie) y Viento 2 (1 KN/m2, Fuerte

www.dlubal.com

snow forces

www.dlubal.com RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

RFEM 5.09.01 - Estructuras 3D generales resueltas por el MEF

In addition to the initial tension and the proper weight, the remaining loads that are applied, estimated in a fairly simplified manner and homogeneously on the structure) are the following: Snow (0.5 KN / m2, in the direction of gravity ), Wind 1 (1 KN / m2, Strong pressure, perpendicular to surface) and Wind 2 (1 KN / m2, Strong suction, perpendicular to surface)

www.dlubal.com

Shaping Ecosystems 02 12/18/2017

17


1

1

2

Ref. Level 0' - 0"

Dynamo scrips

1

2

Revit Family Editor

exterior view

BIM / Revit + Dynamo

18

Revit Family Editor


Urban emplantation

Revit Family Editor/ 3d view BIM Execution Planning, BIM Strategy, BIM Modelling, Coordination Review, Clash Detection, Quantity Takeoff, Content Creation , Model Review, Proposal Development, BIM Project Support. Technology Revit, Dynamo.

Shaping Ecosystems 03 12/18/2015

19


Adaptative Component / Generic Model

parametric detail

Adaptative Component / Generic Model Quadframed geometry pattern along shell surface structure

BIM / Revit + Dynamo

20

Adaptative Component / Family Editor.


3D view / Generic Model

dynamo script solutions

longitudinal section

The project consists of dozens of different models that had to be coordinated with the architectural and structural models progressively. Creating components that flexibly adapt to many unique contextual conditions. Adaptive points are created by modifying reference points. The geometry drawn by snapping to these flexible points results in a adaptive component. Adaptive components can be used in pattern panel families projects. In this case celular shell structures.

Adaptative points shell structures 03 12/18/2015

21


interior view

parametric detail

Dynamo-Excel workflow, length analysis

smooth data workflow between softwares

BIM / Revit + Dynamo

22


longitudinal section

dynamo script solutions

secundary system

main structuree

longitudinal connectors

foundation

all layers development

Boidbridge 03 12/18/2015

23


exterior Airport

interior view,seats distribution

Anxonometric view distribution

The objetive is to give support during development of Haneda Airport project. It is a refurbishment project of the current airport. The project included a building extension in order to give service to a higher number of passengers during the Olympic Games in Tokyo( 2020). BIM / Revit + Dynamo

24


Anxonometric detailed view 1/50

top layer

columns and comunications

instalations

MEP distribution

Anxonometric detailed view 1/50

The main tasks developed were: - Modelling the different parts of the architectural project. Process automatization. Writing and reviewing project Standards. - Documentation generation. -3D -2D execution planning with Revit.

ANA Airport Extension Project 04 05/15/2018

25


1

Plan,seats distribution Plan,seats distribution Top view. Level + 1. 1/200

BIM / Revit + Dynamo

26

3D View 3


interior view,seats distribution

BIM Execution Planning for Haneda Extension Airport for the Tokyo Olympic Games 2020. BIM Strategy, BIM Modelling, Coordination Review, Content Creation, Model Review, Proposal Development, BIM Project Support for non Revit users. Family furniture creation and Dynamo automation-optimization plans.

interior view, anxonometric view & furniture family editor

ANA Airport Extension Project 04 05/15/2018

Technology: Revit, Dynamo.

27


Résidence étudiante du Grand Morillon Résidence étudiante du Grand Morillon

3050

2900

3050

2800

2800

2800

2800

2800

2800

2900

2800

2800

2950

2950

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

2800

Client

INSTITUT DE HAUTES ÉTUDES INTERNATIONALES ET DU DÉVELOPPEMENT INSTITUT DE HAUTESCase ÉTUDES INTERNATIONALES postale 1672, 1211 Genève 1 ET DU DÉVELOPPEMENT T +41 22 908 57 00 Case postale 1672, 1211 Genève 1 Institute, Geneva 2018 ©The Graduate T +41 22 908 57 00 ©The Graduate Institute, Geneva 2018 SA Local architect CCHE Lausanne

Client

Local architect

Lead Architect

830

3800

830

Rue du Grand-Pré 2b | CP 320 CCHE Lausanne SA CH – 1000 Lausanne 16 Rue du Grand-Pré 2b | TCP 32021 321 44 66 lausanne@cche.ch : +41 CH – 1000 Lausanne 16 T : +41 21 321 44 66 lausanne@cche.ch Lead Architect KENGO KUMA & ASSOCIATES 2-24-8 Minamiaoyama KENGO KUMA & ASSOCIATES Minato-ku Tokyo 107-0062 Japan 2-24-8 Minamiaoyama Tel.: +81 3 3401 7721 (By-Cube 3F) Minato-ku Tokyo 107-0062 Japan Tel.: +81 3 3401 7721 (By-Cube 3F)

1367

3250

1367

806

1614

806

806

1614

1439

806

806

1265

806

806

806

806

806

806

806

806

806

806

806

632

632

632

1439

1400

806

1265

632

1400

632

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

698

698

698

698

698

2600

7fl

698

698

698

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

1400

2447

2447

700

700

700

830

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

2723

3925

2266

863 1700

3250 3925

1927

1927

863

3250

3400

1700

3250

1927

900

900

1927 2730 3400

5fl

5fl

700

2580

2723

2266

D

830

1680

900

900

900

900

900

2730

900

2730

2316

3250

2730 920 2316

3250

2705

33650

1680

2705

1350

1350

33650 1350

1350

900

3250 3250

E

E

7fl

7fl

F

8flG

F

8fl

9fl

G H

9fl 4fl

H

3250

4fl

3250

3250 3250

nom du projet nom du projet

Phase

Auteur

Phase

Auteur

Partie de l'ouvrage

Partie de l'ouvrage Niveau/ coupe/ facade

Niveau/ coupe/ facade Code

Code

Titre du plan Titre du plan

Statut Statut

Scale

Scale

Date 3250

Date 3250

Code complete 1400

Index

Date

Index

Date 000

000 Modifications

000

000

000

Modifications

1480

1480

1400

1660

980

1400

1265

3000

3000

3000

Code complete 1400

1480

1480

3650

000

3650

1400

3000

3010

3000

1660

3010

3000

980

3000

3000

1400

1265

3000

3000

3000

3000

1600

1000 1600

1000 4400 4400

section transversal view.

interior view Revit. Communication elements.

Plan,seats distribution .

BIM / Revit + Dynamo

28

7

698

2580

2636

3250

C 7fl D

C

698

1680 2636

900

8fl

700

700

830

1680

1700

1245

8fl

700

830

900

8fl

830

1400

700

2600

1245

B

700

1080

700

1680

1700

3450

8fl

700

1400

632

900

A

700

1080

806

900

3450

B

700

3250

Parts of BIM Analysis

A

830

3800

Concept building family.

7


2950

2800

2800

2800

2800

2800

2800

2800

2900

2850

2800

2800

2800

2800

2800

2800

Toit +33.15m (+487.15 fsl)

700

700

700

700

R+9 +29.35m (+483.35 fsl) 1400

1520

R+8 +26.10m (+480.10 fsl)

700

700

700

(Hauteur du plancher correspond au toit)

700

R+7 +22.65m (+476.65 fsl)

700

700

700

700

700

700

1620

700

700

700

700

700

700

700

1680

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

700

R+6 +19.40m (+473.40 fsl)

700

1680 2580

2600

2580

2600

2600

R+5 +16.15m (+470.15 fsl)

900

900

493 1084 1675 900

2266 2857 3250

1700

1700

900

900

1620 2600

2550

2600

2600

2712

1700

R+4 +12.90m (+466.90 fsl) 900

900

1585 1675

2000

1580

900 2650

1680

3138

2600 1700

R+3 +9.65m (+463.65 fsl)

900

900

R+2 +6.40m (+460.40 fsl)

950

700

700

700

1760

700

700

700

1315

1225

3010

3010

700

700

700

1225

700

700

700

700

700

700

700

700

700

1400

1400

1400

1400

1820

3010

3010

3010

3010

3000

700

700

700

700

700

700

700

700

700

700

R+1 +3.15m (+457.15 fsl)

550

965

3010

3010

R -0.50m (+453.50 fsl) R' -1.50m (+452.50 fsl)

1000

section view. 1/200 (m) Revit family

889.00

1721.97

9705.65

698.44

7796.71

2294.97

whole model view

programmatic section view. Anxonometric 1

Plan Lobby 1

9708.54

7796.71

4218.80

Product 3D interior view

Description

Anxonometric 1

Date

PROJECT

KKAA Residence etudiante du Grand Morillon

IKEA Plan Lobby 1 - 1/100

CODE

STATUS

PURPOSE OF ISSUE

OPTION 1

CLIENT Date

Project number

Drawn by

DRWAING NUMBER

Issue Date

SHEET

Author

Checked by

Checker

Project Number

19/09/2018 18:32:10

No.

Scale (@ A3)

1 : 100

REV

A101

3D interior view

No.

3D interior view

seats distribution / interor view

Description

The main BIM tasks developed were: - Modelling the different parts of the architectural project and MEP onProduct oneAarea. Process automatization. Writing and reviewing project Standards. - Documentation generation. - Interior view options distribution.

Date

PROJECT

KKAA Residence etudiante du Grand Morillon CODE

STATUS

PURPOSE OF ISSUE

SHEET

2 OPTION 21

Date

Project number

Drawn by

DRWAING NUMBER

Issue Date Author

Student Residence Du Grand Morillon

3d views

CLIENT

Checked by

Checker

Project Number

A101

Scale (@ A3)

1 : 100

REV

19/09/2018 21:16:33

05 05/15/2018

29


Furniture family editor / interior view

Furniture family Revit editor distribution / interor view

BIM / Revit + Dynamo

30

MEP


Exit X1

X2

X3

X4

X5

X6

X7

X8

3050

X9

fire use 1300

2650

1200

250 150

2900

2950

OPTION 1 interior view Revit family strategy:

2800

2800

2800

2800

-door

2800

-new almacen area -growing wall.

1200

A1 2400

B1

1980

1200

2950

1400

30

A2

1200

1200 1200

2950

100

1835

1200

1300 650

A3

A4

LB LB LB LB LB LB LB LB LB

B3

Office

stays open

2365

2000

1425

2400 1200

Lobby

2460

1200

a

2500

LB

3060

LB LB LB LB LB LB LB LB LB LB LB LB

1000

1650

3970

400

600

650

fire use

fire use

B2

el a

2600

1250 1650

3970

1560

el

1680

1370 2740 1650

x

1550

800

1650

B4

1050

3970

5515

2005

3970

plant distribution 1/200 (m)

A5

B5

2950

scale 1/ 100 (m)

interior view Revit furniture family

Project Number

1 : 100

- Modelling the different parts of the architectural project and MEP on one area. Process automatization. Writing and reviewing project Standards. - Documentation generation. - Interior view options distribution.

DRWAING NUMBER

A101

Scale (@ A3)

19/09/2018 20:11:01

The main BIM tasks developed were: Project number

REV

Student Residence Du Grand Morillon 05 05/15/2018

31


An ity renowned for its deep connection to the landscape. The building’s shape is articulated as an unbroken artifact in the city landscape. Dynamo for Urban analysis optimization.

1 A115

3D View 1

Patterned surfaces Dynamo planning strategy 2 A115

3D View 2

BIM / Revit + Dynamo

32


SPACE STRUCTURES / THREE-DIMENSIONAL STRUCTURES The spatial structure is an architectural solution with very different qualities compared to other types of structures. In the preceding constructive provisions, structural work is mainly oriented towards One direction, which in a way implies the misuse of one of the advantages offered by space structures. You might wonder if in that case the use makes sense of the meshes for these applications. The aspee Âťcited above, lightness, rigid structure very braced, flexibility of assembly, freedom in the provision of supports, etc., are sufficient to justify it even from an economically viable perspective. Solay analysis and geomterical optimization.

The shilhouette of the towers blends with the surrounds and contains the city. High-Rise office tower. The space between the building represents the center of people’s mind and heart.

Parametric Integrity Tower 06 05/15/2015

Technology: Revit + Dynamo

33


Structural plants 1/ 100 (m) Revit documentation

Structural main Geometry

Secundary structural unions calculation

COALESSE_AKIRA_-_Trapezoid_Fixed_Top_wL-Base_and_Casters_Standard_Height_8670 COALESSE_AKIRA_-_Trapezoid_Fixed_Top_wL-Base_and_Casters_Standard_Height_8670

12

11

Floor Hormigón 160 mm con chapa metálica 50 mm

13

8° 21.9

10

21.75 °

19

0.00

22

22 .2 5°

Sillón Sillón

2.55

1° .9 21

20

21

9

14 Bookshelf-Can_be_Partition_Wall_15100 Bookshelf-Can_be_Partition_Wall_15100

0.07 0.80

0.80

1.00

23

1.67

Biblioteca con Montantes biblio2metal

Ascensor comercial, 1 embarque Puerta practicable, 2 hojas Ascensor comercial TORRE puertatipo2torre 0° 0 8. 3

1.46

ø 11 ø 11.73 .7 3

Cast-In-Place Stair ø 8.80 H=30cm Losa de hormigón - C=17cm

37 1.25

1.25

Banco (2) 2134 mm

Curtain Wall Muro cortina - torre

9.72

1.46 2.42

1.30

25

5

RPC Arbusto Agracejo - 1 metro

Basic Wall Partición de placa de yeso laminando

22.67°

36

8

17 Mesa con Sillas Reuniones MESA SILLA REUNION CRISTAL

4.40

Pilar rectangular hormigón Basic Wall hg torre Fachada ventilada con aislamiento interior -Torreines Puerta corredera de 2 hojas en muro con cristal puertastorre

7.89

Pilar rectangular hormigón 300 x 450 mm

24

0.08

Mesa - Redonda mesa cristal

15

18

1.10

0.32

Puerta de 1 hoja puerta interior cristal

32

Urinario-Muro-3D Urinario-Muro-3D

4

Pilar IPE IPEINE

2.11 Basic Wall Hormigón -nucleo

1.34

Pilar rectangular hormigón Puerta de 1 hoja 300 x 450 mm puerta interior cristal

Arboles_Tropicales_14451 Malinche

Mesa de reuniones - Grande MESA CRISTAL REUNION

31 26

3

Panel de sistema Acristalado

5.45

6

Mostrador de recepción Curtain Wall RECEPTORRE Muro cortina - torre

27

30

Curtain Wall Muro cortina - torre

2.53

0.29 1.42

29

28 7

Floor Hormigón 160 mm con chapa metálica 50 mm

2

1

Structural calculation in plant

BIM / Revit + Dynamo

34

Solar and shadows analysis made in Revit

Family editor, triangulated module.


COALESSE_AKIRA_-_Trapezoid_Fixed_Top_wL-Base_and_Casters_Standard_Height_8670 COALESSE_AKIRA_-_Trapezoid_Fixed_Top_wL-Base_and_Casters_Standard_Height_8670

12

11

Floor Hormigón 160 mm con chapa metálica 50 mm

98° 21.

22

21

Sillón Sillón

2.55

1° .9 1 2

21. 75

20

0.00

13

14 0.3

Puerta de 1 hoja puerta interior cristal

0.8

23

0 .8 0

.00

1

21

Bookshelf-Can_be_Partition_Wall_15100 Bookshelf-Can_be_Partition_Wall_15100

0 00. 7 1.6

Biblioteca con Montantes biblio2metal

7

Ascensor comercial, 1 embarque Puerta practicable, 2 hojas Ascensor comercial TORRE Revit Ssection Boxt puertatipo2torre

Pilar rectangular hormigón 300 x 450 mm

37 1.25

25

Basic Wall Partición de placa de yeso laminando

2

Banco (2) Construction plants 1/ 200 (m) Revit documentation and analysis 2134 mm

9.72

1.46

2.4

1.30

1.25

0.08

Cast-In-Place Stair ø 8.80 H=30cm Losa de hormigón - C=17cm

ø 11 ø 11.73 .7 3

36

0

Pilar rectangular hormigón Basic Wall hg torre Fachada ventilada con aislamiento interior -Torreines Puerta corredera de 2 hojas en muro con cristal puertastorre

Mesa MESA SI

4.4

24

7 .8 9

6

° 0 0 . 8 3

1.4

Mesa - Redonda mesa cristal

Pilar IPE IPEINE

Urinario-Muro-3D Urinario-Muro-3D

Construction plants 1/ 50 (m) Revit documentation

2.1 1

The main BIM tasks developed were:

Basic Wall Hormigón -nucleo

4

26

Puerta de 1 hoja 300 x 450 mm puerta interior cristal 06

1.3

- Modelling the different parts of the Tower,from design to execution. Process automatization. Writing and reviewing project Standards. - Documentation generation. -Structural integration

Parametric Integrity Pilar rectangular hormigón Tower 05/15/2015

Panel de sistema Acristalado

5.4

35

5


VR-4D Modelling

RIALES Y CARACTERISTICAS CONSTRUCTIVAS EN PLANTA

HE 20 0B

HE 20 0B

HE200B

0B HE20

0B 20 HE

HE 20 0B

0B 20 HE

0BHE200B HE20

HE20 0B

0B HE20

HE200B

HE200B

0B HE20

3D View 4

HE 20 0B

0B 20 HE

HE 20 0B

0B 20 HE

2 A101

HE20 0B

HE200B

1 A107

Copy of 3D View 10

CION RECORRIDO Y ESPACIALIDAD CONSTRUCTIVA

COALESSE_AKIRA_-_ COALESSE_AKIRA_-_

13

1° .9 21

14 23 3 A101

3D View 6

15 12 13

36

35

Room

2.5 Room 8

34

7.00 m²

5

7 6.6

1.1 0

Leyenda Nombres

0.8 0

0.8

00.0

1.60 2.10

7

3

1.29

3.17 m² 0.63 0.40 2.10

1.25 2.03

14

18.70 m²

Room

1.60 2.10

0.80 2.10

14.40 m²

wc hombres

4.40

0

0.40 2.10

4.16 m²

22.85

3.74 m²0.

1.60 2.10

80 2.10

wc hombres wc mujeres

24

Room

6.88 m²

8

Room

18.97 m²5.60

0 0.8

8

ventilacion1

1.16

7

32 4

1.83 1.98

Room

3.11 m²

15

0 0.4 0 2.1

0 0.8 0 2.1

1.60 2.10

Room

escalera 18.81 m²

0 wc0.42mujeres .1

12

7

20

17

Panel Acr

6

ventilacion2

3.57

Room 2.32 1.44

1.25 2.03

0.80 2.10

1.35

sala reunión principal

vestíbulo independencia

0.40 2.10

1.88

1.84

21 1.46

6.97 m²

3.90 m²

25.14

1.60 2.10

Room

ascensor2

0.53

1.25 2.03

2

37 0.12

17

23

1.60 2.10

3

1.04

3.79 m²

36

14.28 m²

5.8 6

2.3

0.46

3.84 m²

° 0 0 . 8 3

4.00 m²

4 vestíbulo independencia ascensor1 41.85 m²

Room

25

1

26

Room

29.66 m²

2

ventilacion2 ventilacion1

13

19

1.92

6

1.25

1.78

6.69

5

1.4

1.16

office Room

office Room 1.60 2.10

32

6.93 m²

escalera

6

29.78 m²

Room

ascensor2

6.96 m²

Room

24

ascensor1

22

Room

18

15

18

1.1 0

.00

0.80 2.10

0.80 2.10

5.6

6.89 m²

25

6.95 m²

4

44.36 m²

21

Room

1.30

Room

sala reunión principal

0.3

33

23

6.5

5

9

37

Room

14

19

7.00 m²

7.04 m²

Basic Wall Fachada ventilada con aislamiento interior -Torreine Puerta correde co pu

10

20

21

22

24

11

0 0.8 0 2.1

25 11

ø

6

Room

Room 1.25 2.03

14.27 m²

1.9 6

10

24.45 m²

6 0.0

6.97 m²

9

Room

26

Room

1.60 2.10

2.22

24.77 m²

1.25 2.03

2.17

31 3

4.64

0.01

29

Room

30

0.0 3

6.57 m²

27

29

culación vincula los espacios de un edificio y reúne a njunto de espacios interiores y exteriores, con límites, s y finales del recorrido, a través de pasillos, galerías, tri3D View 4 s, escaleras y ámbitos. Estos elementos constituyen una integral de la organización del edificio, por lo tanto, la a y la escala del espacio circulatorio deberá ser apropiadesplazamiento del ser humano 28

7

2

1

2 A101

BIM / Revit + Dynamo

36 2 A101

3D View 4 ° .91 21


VISTAS INTERIORES

N 12.22 E -0.48

21

Suelos por defecto

Aislamiento - Fibra mineral Madera - Parquet

Hormigón, Moldeado in situ, gris

Acero Cerámica blanca

rusty metal

Metal

Acero, 45-345

5.86

4.40

Aislamiento - Fibra mineral

Cerámica blanca Aire

Enlucido - Blanco

6 12.7

Metal

1 A101

Cristal, cristalera transparente

3D View 5

Madera - Parquet

Vidrio

Aislamiento - Paneles

N -12.73 E -0.40

29

TRAVELED CIRCULATION AND CONSTRUCTION SPACE-INTERIOR VIEWS the interior design of a building, it is possible to modify the position and direction of the ceiling, the walls, floor level, in order to change the sense VISTAS INTERIORES of scale, considering the activities that will be developed. The proportion of interior design is essential to achieve a harmonious whole. It maintains its real and virtual divisions within the different departments, which favors work systems, labor relations and communication activities are achieved in a limited way within The offices

definir claramente la calidad y el tipo de espacio que se pretende manejar, considerando a la función, la forma, la escala, las circulaciones, la relación interior-exterior, su acción sobre los individuos, las actividades que ejecutarán los usuarios, los materiales a emplear, el estilo, el mobiliario, entre otras características, que sin duda e interrelacionados Complex BIM models can be rapidly converted to a en conjunto Parametric Integrity podemos imprimirle la VR environment to make the features of the model estética.

accessible to the user. The technology makes it possible for those involved in construction projects to use a screen or a VR headset to orient themselves inside the 1 3D View 5 A101 environment, which makes it easy to test changes and gather opinions from users.

Tower

06 05/15/2015

37


Ines J. Pedras www.inesjpedras.com

Profile for Ines J Pedras

BIM Technical Architecture by Ines J. Pedras  

The emphasis of this works is to showcase computational design, focusing on BIM technologies. Highlighting the smooth workflow between diffe...

BIM Technical Architecture by Ines J. Pedras  

The emphasis of this works is to showcase computational design, focusing on BIM technologies. Highlighting the smooth workflow between diffe...

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