Tech Booklet

Technology Exploration

Lee Chung Yin Kelvin 17036492 DS3 Technology Study 2018-2019 DS3

Recap of Term 1 Technology Exploration: Where Goods & Bodies Meet Van Nelle Factory, Rotterdam, Netherlands, Leendert van der Vlugt Lenin Institute of Librarianship, Moscow, Ivan Leonidov Nutsubidze Housing Project, Tbilisi, Otar Kalandarishvili& Guizo Potskhishvili

Bookes Delivering & Returning Process, Kelvin Lee, 2018 Showing procedure inside reading room & inside library

6 5

4

3

2

Scenery of Automated Book-delivery System , Kelvin Lee, 2018 Explanation of image - 1. Library, 2. Central Transportation Area 3. Conveyor Belt 4. Corridor to Reading Lounge 5. Books Collection Point 6. Reading Lounge

1

Tobacco Production Process (Kentucky Tobacco & Tobacco) Road

Factory

Dispatch Centre

1. Arrival

2. Moistening

3. Blending

6. Weighing & Packaging

5. Curing & Sieving

4. Topping & Cutting

Raw Goods

7. Distribution

Finished Goods

Canal

Tobacco Production Process, myself, 2018 Centralisation from raw goods to final products

1

2

3

9

6

7 8

Where Goods & Bodies Meet , Kelvin Lee, 2018 1:20 Detail of Lenin Institute of Librarianship(Imaginative Automated Book Delivery System)

1. Vertical Elevator Conveyor 2. Delivered/ Collected Bookes 3. Conveyor Switch Sorter (Below) 4. Curtain Wall w. Grid Frame (Reading Rm.) 5. Flooring of Reading Rm.

6. Roll Conveyor (Below) 7. Mezzanine Slab 8. Supporting Frame (Same as Exterior Structure) 9. Cover of Vertical Conveyor

5

4

Scenery of tobacco factory, myself, 2018 Showing tobacco transporting from factory to dispatch centre through conveyor inside connecting bridge

Where Goods & Bodies Meet , Kelvin Lee, 2018 1. Alum. Flat Plate Coverage 1:20 Detail of Lenin Institute of Librarianship(Imaginative Automated Book Delivery System) 2. Metal Ceiling 3. Glazing

4. Mullion (100x60mm) 7. Metal frame of the Bridge 10. Motor-driven Roll Con5. Cutting Edge of Floor Above 8. Flooring veyor 6. Roll Conveyor 9. Goods

Scenery of Tobacco Production & Workers Circulations, myself, 2018 Complicated process for goods & direct circulation for bodies

Anatomical Drawing of Workers Picking up Goods , Kelvin Lee, 2018 1:5 Anatomical Drawing showing sense of touching surface of goods desrupting the alienation of prodcution with workers

From Term 1, process of commodities production and logistic process is being studied architecturally. After that, in order to brige up with the theme of design project, “Alienation of prodcution vs body as a temple”, I tried to zoom into “worker scale” to explore the aleration of workers’ framentation between their bodies and consciousness during repeitive and tedious process. A public gym is designed to address the issue.

Keywords Long Span Structure, Materiality, Transparency, Opacity, Reflectiveness, Visual Interconnection, Sensations

Structural & Construction Aspect [Long Span Truss Structure// Various Floor Level Supporting]

Reference of Gymnasium Structure The Pitch Roof Steel Truss Structure Used in Le Grand Gymnase, Paris

16.5m

17.3m

German Gymnasium Structure & Load Transfer Through Truss Explained how loads being tranfer and spread through truss in tension and compression

Reference of Mulitpal Floor level Structure Used Truss at both end to support various level of floor slab

Initial Design applying the idea of multipal visual connection through different level of truss.

Barkow Leibinger, Berlin, Inside Outside, 2017

Fondazione Prada, Milan, OMA, 2015

Prada Epicentre,New York, Inside Outside, 2001

The Glass Pavilion, Toledo, Inside Outside, 2005

Reference of Curtain Encouraging Transparency & Sensation of Touching Study about different combinations of layer and material of curtain to achieve some “Soft� division of space

The Therme Vals, Peter Zumthor, 1996

Reference of Curtain Encouraging Transparency & Sensation of Touching Study about different combinations of layer and material of curtain to achieve some “Soft� division of space

Rifletutti, Villa Manin, Inside Outside, 2005

Reference of Metallic and Mirror Reflection Study about different material to achieve different level of reflectiveness

Huis Sonneveld 2.0, Peter Tijhuis, 2015

Reference of Metallic and Mirror Reflection Study about different material to achieve different level of reflectiveness

Reference of Wood pier being use in pier typology to give resort feeling

C3

C2

C2 C1 C1 C1

C1/ C2

C3

C1 &C2 Steel Column Foundation (1:50) 1. 1500x1500mm Reinforced Concrete Pad Foundation (Depth Depends on Soil Investagation) 2. 500x500x20 mm Baseplate 3. 3x2 20mm diam. Anchor Bolt 4. C2: UC305x305x97 Profile Steel I-Beam Column C1: UC203x203x46 Profile Steel I-Beam Column

Wood Deck Structure

C3 Steel Struction Foundation on Water (1:50) C3. 1. 650mm diam. Steel Piles (Driving by Hammering to Sea Rock Level) C3. 2. Cut Steel Piles below Water Level C3. 3. 1500x1500mm Reinforced Concrete pad C3. 4. 500x500x20 mm Baseplate C3. 5. 3x2 20mm diam. Anchor Bolt C3. 6. UC203 Profile Steel I-Beam Coulmn

Wood Deck Structure(1:50) 1. 310x100mm Wood Deck (Length Vary) 2. C2 Column 3. 650mm Depth Steel Truss 4. UB 127x76x13 Floor Beam 5. Existing Palm Tree (Signifier of former President’s Development 6. Existing Promenade

T4 T4

Part Axo. (1:200) Stage 1& 2 a) Foundation on different condition b) Steel Column and Truss installation

T4 : Typical Truss to Column Connection Stage 1-2 (1:25)

T4 : Typical Truss to Column Connection Stage 3-4 (1:25)

1. C2: UC305x305x97 Profile Steel I-Beam Column 2. End Plate 650x190x16mm (Truss members welded to plate) 3. UC 152x152x23mm Top Chord & Bottom Chord 4. 75mm Vertical & Diagonal Truss Member 5. UB 127x76x13 Floor Beam 6. UB 203x133x25 Edge Beam

1. C2: UC305x305x97 Profile Steel I-Beam Column 2. 650mm Depth Steel Truss 3. UB 203x133x25 Edge Beam 4. UB 127x76x13 Floor Beam 5. 15mm Galvanized Steel Floor Decking (Fixed by Shear Studs) 6. Structural Concrete Floor

10m

Diagram of Strucuture Design Process of Indoor Machinery Area 1. In order to achieve 10m Span for indoor machinery gym area, steel structure with flat truss is proposed

Diagram of Strucuture Design Process of Indoor Machinery Area 2. Because of the design needs of creating different floor levels to encourage visual connection, truss that connect between 2 floor slab (1.5m height diff.) have to design in order to support both slab in one truss

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3

4 2

5

6

Strucuture Design Process of Indoor Machinery Area 1. Steel I-Column 4. Steel Beams (Edge Beam & Truss Beam) 3. Final outcome combining steel truss, steel beam & column, steel deck with concrete slab 2. Steel Truss 5. Steel Decking & Concrete Slab 3. Steel Truss Supporting 2 Slabs 6. Pad Foundation

Structural Element Calculation Column Size: C1

C1

C1

C1

C1

C1 C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C4 C1

C1

C1

C1

C1

C1

C4

C4

C1

C4

C1

C1

C2

C1

C2

C1

C2 C2

C1

C2 C2

C1

C2

C4

C2

C1 C2

C2

C2

C2

C1

C2

C2

C4

C4

C4

C4

C1

C4

C4

C1

C1

C4

C1

C4

C4

C4

C4

C1

C4

C1

C4

C1

C1

C1

C1

C1

C4

Difference between One Way & Two Way Slab:

Two Way Slab :Aspect Ratio of L1/ L2> 2 One Way Slab: Aspect Ratio <2

L1 (Long Span Length)/ L2 (Short Span Length) 10000/ 4000 = 2.5

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

One Way Slab Load Path: Slab> Joist (Beam)> Girder (Truss)> Column Two Way Slab Load Path: Slab > Joist (Beam) & Girder (Truss)> Column

C1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C2

C4

C4

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1 C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C1

C2

C2

C4

C2

C2

C4

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C1

C2

C1

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C1

C2

C2

C2

C2

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C1

C2

C2

C2

C2

C2

C2

L1

C2

C2

C2

C1

C1

L2

C2

C2

C1

C2

C1

C3

C2

C2

C1

C1

C2 C3

C2

C2

C1

C2

C2

C1

C2

C1

C2

C1C1

C2

C1

C2

C1 C1

C2

C1

C1

C1

C2

C1

C2

C3

C2

C1 C1

C1 C1

C1

C1

C2

C1

C2 C1

C2

C1

C3

C1

C1

C1

C2 C3

C1

C1

C2 C2

C1

C1

C2

C1

C1

C2

C2

C1 C2

C2

C2

C4 C2

C2

C1 C2

C2

C2

C1 C2

C1

C2

C1

C2

C1

C2

C1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C1 C2

C1

C2

C3

C3 C3

C1

C1

C1

C1

C1

C2

C2

C2

C1

C2

C2

C2

C1

S2

The whole steel structure is using galvanised coating as it could prevents corrosion and provide reflective coating Strucuture Floor Plan( Foundation Level) Showing Distribtuion of Columns, Slab Load Paths, Stability Bracing System

C1

C2

C1: UC 203x 203x 46 Profile S355 Steel I-Beam Column C1 C2: UC 305x 305x 97 Profile S355 Steel I-Beam Column C1 C1 46 C2 C3: UC 203x 203x Profile S355 ColumnC2 (w. Driven C2 SteelC2I-BeamC2 C2 Piles) C4: 500x500 Steel Lattice Column (2x 152x 152x 41 UC Column w.

C2 C2 C2 C2 C2 C2 45° V- Shape Brace)

C2

Stability Brace/ Wind Brace Beam Truss

C2

C3

S1

C2

C2

C4

C2

C2

C4

C4

C4

C2

C4

C4

C2

C2

C4

C4

C2

C4

C4

C4

C2

C2

C4

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

S2

Strucuture Floor Plan( Typical level) Showing Distribtuion of Columns, Slab Load Paths, Stability Bracing System

C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2

C4: 500x500 Steel Lattice Column (2x 152x 152x 41 UC Column w.

45° V- Shape Brace) Stability Brace/ Wind Brace Beam Truss

S1

The outdoor elevated bandstand & running track would apply pinky power coating (RGB 232 106 111) on the steel structure.

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3 4

6

6

2 2

6

6

2

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6

1 2

4 3

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S1 Long Section (1:200 @A1) Section showing different stucutral elements through the whole building

1. Steel Deck w. Concrete Slab 4. C2 Steel Column 2. Steel Truss 5. C1 Steel Column 3. Steel Beam 6. C4 Steel Lattice Column

7. C3 Steel Column 8. Stability Brace 9. Metal Grill Spiral Staircase

10. Metal Grill Spiral Ramp

T1 1

3

2 4 8

1 2

3

8 1 2

3

8 1 2 5

The whole steel structure is using galvanised coating as it could prevents corrosion and provide reflective coating

5

5

5

7

7

7

4

2

1 3

2

5

7 12

8 4

2

3

4

1500

2

1

257

9

6

650

5

4

4

7 5 6

8 4

10 5

4

9

2

1

4

3 10

5

5

11 2

Part Section T1(1:70@A3) Part Section showing the Indoor Machinery Structure

593

9

1500

5

3

1. Steel Deck w. Concrete Slab 4. Steel Edge Beam 2. Steel Beam 5. C2 Galvanised Steel Column 3. Steel Truss 6. Polycarbonate Facade

The whole steel structure is using galvanised coating as it could prevents corrosion and provide reflective coating 7. Metallic Curtain 10. String Curtian 8. Hardwood Raised Floor Slab 11. Wood Decking 9. Staircase 12. Stability Brace

593

1500

1500

650

257

T2

Reactions (Earth)

Part Section T1(1:70@A3) Part Section showing Load Transfer in the Indoor Machinery Structure

Part Section T2(1:25@A3) Part Section showing the Indoor Machinery Structure

1. 150mm Structual Concrete Slab 2. Shear Studs 3. 1mm Steel Floor Decking 10. UB 203x 133x 25 Edge Beam 11. C2: UC 305x 305x 97 Steel I Column 12. Polycarbonate Panel

4. UC 152x152x 23 Top Chord 5. UC 152x152x 23 Bottom Chord 6. 100mm. Vertical Truss Member 13. 60mm Stainless Steel Cladding Clips 14. 24mm Spotted Gum Hardwood Deck 15. 60mm Softwood Battens

7. 100mm. Diagonal Truss Member 8. UB 127x 76x 13 Floor Beam( Fixed w. double angles webs & 6 bolts 9. 650x 190x 16mm End Plate (Truss Member welded to plate) 16. 25mm Rubberpads The whole steel structure is using galvanised coating as it could prevents corrosion and provide reflective coating

Part Section T2(1:25@A3) Part Section showing Load Transfer in the Indoor Machinery Structure

Part Section T2(1:25@A3) Showing Force Analysis in the Steel Truss System

T3 S2 Short Section (1:500@A3) Short Section Cutting through the Indoor Machinery Space

T4

4 5

3

1 2

8 7

6 9

4

Part Section T3(1:100@A3) Part Section showing the Indoor Machinery Structure

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1 2

1. Wood Raised Floor (For Sound & Impact Absorbtion 4. 650mm. H Steel Truss fixed w. end plate 2. Structural Concrete Flooringw. Steel Deck 5. UC 305x 305x 97 Steel I Column 3. 4. UB 203x 133x 25 Steel Edge Beam 6. Metalic Curtain w. Transparent Panel

7. Haunch 8. 2150mm H. Multi-floor Truss 9. Metal mesh bolted to Truss Chord

1

3 2

4

5

3

6

Part Section T4(1:20@A3) Part Section showing the Indoor Machinery Structure

1. UC 152x 152x 23 Top Chord 4. Haunch Bolted to Vertical Truss Member 2. 650x 190x 16mm End Plate (Truss Member welded to plate 5. UC 152x 152x 23 Bottom Chord 3. Metal Mesh Tack Welded to the Chord 6. Hardwood Raised Floor

The whole steel structure is using galvanised coating as it could prevents corrosion and provide reflective coating

9:00am in the summer time (June)

During the morning time, shadow is provided on the beach side and step sittings, tourist could enjoy to sea view with shadow.

During the morning time (worker went excersie before they work in the port), sunlight shining on the circulation side of indoor machinery space. First on metal mesh, then to metallic curtain, and also transparent panel, lastly towards the working space, shining on bodies and metal structure During the morning time, there is no shadow on the raised â&#x20AC;&#x153;promenadeâ&#x20AC;?, just like the rest of existing promenade. So, it could maintain the continuity while workers going to the port

6:00pm in the summer time (June) The indoor machinery space and running track is facing south-west to get the best view of sunset

During the evening time, there is no shadow on the beach side facade and the step seatings, so users could enjoy the sunset with the sea while they are doing excercise

Athlough, shadow is casted on the promenade, the outdoor gym & viewing deck is elevated to certain level to achieve warm daylight during evening time.

Sun Path & Shadow Diagram (Summer) Explaining how daylight and shadow beneficial to the project

9:00am in the summer time (June)

Due to the lower angle of winter sunpath, the daylight could penetrate through the colonade to the beach side. The space underneath and the step seatings could be warm up during the winter morning time.

6:00pm in the summer time (June)

Due to the lower angle of winter sunpath, the daylight could penetrate through the colonade to the promenade side. The space underneath and the raised wood deck could be warm up during the winter evening time.

The outdoor viewing platform and gym is high enough to get the daylight in the evening time, even though the shadow is casted on that side.

Sun Path & Shadow Diagram (Winter) Explaining how daylight and shadow beneficial to the project

Air under the wood deck could pass the whole site and could get out from the holes of preserved palm trees. This could 1. Stack Ventilation and get out the hot air. 2. Fresh the air by passing the air through trees.

Ventilation and Environmental Diagram in S1 Long Section (1:200 @A1) Showing ventilation and protection of environment through the design in raised wood deck, colonade, openable curtian and metal mesh

Cross ventilation and wind could pass through the indoor machinery space because the polycarbonate panel and curtain are both openable and flexible

Wind could pass through the whole design through the colonade that raised the indoor machinery space.

The environment and existing site are maintained because of the raised wood deck. This could minimize the environmental impact.