Parramatta Aquatic Centre - Yijie Betty Liu

0

5

10

20M

SITE PLAN 1:500

B

12

13

A

14.1

1 15 14

14

14

3.1

2

14

3.2 i

ii

3

4.1

4 20 6

5.1

5

7

8 9

9

9

9

10

9 9

9

9 9

11 9

7

16 17

18

9 19

9

1 50m pool hall

10 administration office

i underground foyer

2 service lift, staff only

11 ticket office

ii plant room

3 ladies change room

12.1 toilets

3.1 cleaning unit

12.2 lockers

3.2 hydraulic lift to downstairs

13 lounge room for staff

4 gentleman’s change room

14 restaurant

4.1 hydraulic lift to downstairs

14.1 commercial kitchen

5 change room for family

15 gymnasium

5.1 hydraulic lift to downstairs

16 yoga room

6 children’s pool

17 aerial yoga room

7 storage, staff only

18 private conference room

8 retail

19 boxing room

9 lounge

20 first aid

‘water box’

timber screen awning

conc. paving/ lawn border 0

5

10M

PLAN 1:250

SEC TION AA 1:250

SEC TION BB 1:250

0

5

10M

TIMBER SCREEN ON 50M POOL HALL

PERSPEC TIVE ON CHILDREN’S POOL

f

ii. 2 e

i. iii. 2

d

ii.

c

b

iii.

a

5

6

3

6

2

6 x y

3 3

2 2

primary structures

2 secondary/ tertiary structures

mezzanine

RESPOND TO VERTICAL LOAD i. hypothetically, a vertical point load was added onto the center point of truss

ii. load was transformed through trusses to 610UB 125 and trusses ( parallel to 50m length) and then to 310UC158

RESPOND TO HORIZONTAL LOAD 1. horizontal load (wind) applied to timber screening

iii. load was transformed through 310UC158 down to 1500x1500x1200 conc. pad footings ii-2. load was transformed through trusses to 300 thick conc. wall

iii-2. load was transformed through conc. wall to 600 dp1500 wide conc. strip footings

4. compression was transferred to 610UC48 and 1.5m deep trusses through z100-20h girts

2. timber screening spanned vertically and transfered load to nearest horizontal member of 30mm steel framing

5. roof purlins provided a diaphram action and compression was transferred to adjacent trusses (another bay)

3. compression was transferred to 100x100 shs through vertical members of 30mm steel framing and then through 100x50 steel plates

6. load was transferred to conc. pad footings and conc. strip footings through rigid frame

PRIMARY STRUCTURE a. 1500 x 1500, 1200dp conc. pad footing b. 310uc158 at 6m c/c c. 610ub125 d. 1500dp steel truss e. 1500dp steel pratt truss f. 300 thick conc. wall g. 600 dp, 1500 wide conc. strip footing x. 120 thick conc. slab with edge beam y. 600 thick conc. wall

1

2

3

6

1

5

1

3

2

STRUCTURE AND CONSTRUCTION STRUCTURE: RIGID FRAME WITH LATERAL BRACING

MATERIALS oxidised mild steel (primary structure) board formed reinforced concrete dyed in black ink (primary structure) cement rendered reinforced concrete (primary structure) moderately aged spotted gum timber screen (exterior and interior finishing) 6

EVOLUTION I.

conc. wall and glulam timber trusses: viberance of heavyness and lightness

g

II. 3M

2M

conc. wall and glulam timber framing: trafficable roof structures

III. pool hall: conc. walling and steel framing

(initial proposal)

typical smaller programmes

MEZZANINE

180 pfc

180 pfc welded to 100x100 shs and bolted to conc. wall via steel plates

100x100 shs 120 thick conc. slab on ground

100x100 shs at 3000 c/c, bolted to 600 wide, 450 dp conc. pad footings below via base plate and non-shrink grout

6M

slab edge beam, 400dp x 300 wide

mezzanine structure remain stable by rigid joints to conc. footings and pin joints to conc. wall (underground, minimum wind force) walling layers and depth (construction)

capral 440TB thermally borken framed fixed glazing

42 100 100 150

structure remained relatively stable due to massive conc. footings and rigid joints between conc. footings and steel structures (refer to section 01-s1)

30

IV. Resolution for pool hall (left)

90x45 lvl timber framing with R3.1 batts insulation fixed between

or

42 100 100 90 30

10

Z100-20H STEEL PURLINS AT 2400 c/c BOLTED TO STEEL PLATE WELDED TO TRUSS

0.7 THICK ZINC BOX GUTTER 17 THICK PLYWOOD SUBSTRATE TO SUPPORT ZINC BOX GUTTER C 200-24L GIRTS BOLTED TO STEEL PLATE WELDED TO TRUSS 1500 DEEP OXIDISED MILD STEEL TRUSS SYSTEM WITH LATERAL BRACING MEMBERS AT 6M c/c BOLTED TO 610UB AT THE BOTTOM TO ENG. DETAIL 100X100X5 OXIDISED MILD STEEL SHS FIXED TO TRUSS AND UC VIA STEEL GIRTS BOLTED TO CONC. FOOTING WITH STEEL PLATE 100X50X5 OXIDISED MILD STEEL PLATE WELDED TO SHS 30X30X3 GALVANIZED STEEL FRAMING TO SUPPORT TIMBER BATTENS WELDED TO STEEL PLATE WELDED TO SHS 42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO STEEL FRAMING Z 200-25H GIRTS BOLTED TO STEEL PLATE WELDED TO TRUSS

610UB125 (OXIDISED MILD STEEL) BOLTED TO STEEL PLATE WELDED TO UC

310UC158 AT 6M c/c (OXIDISED MILD STEEL) BOLTED TO CONC. FOOTING WITH BASE PLATE Z100-20H STEEL PURLINS BOLTED TO STEEL PLATE WELDED TO TRUSS

CAPRAL 440TB THERMALLY BROKEN FRAMED FIXED GLAZING BETWEEN STEEL FRAMING WELDED TO Z PURLINS

5 THICK OXIDISED MILD STEEL PLATE WELDED TO SHS 42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO STEEL FRAMING

30X30X3 GALVANIZED STEEL FRAMING

CAPRAL 440TB THERMALLY BROKEN FRAMED CAPRAL 900 SERIES SLIDING DOORS BETWEEN STEEL FRAMING 19 THICK TIMBER DECKING SCREWED TO TIMBER FRAMING RAW FINISH

F17 KD HWD TIMBER FRAMING TIMBER FRAMING SUPPORTS 120 THICK CONC. SLAB AND EDGE BEAM WITH REINFORCEMENT TO ENG. DETAIL BASE PLATE OVER NON-SHRINK GROUT

1500X1500X1200 CONC. PAD FOOTING WITH REINFORCEMENT TO ENG. DETAIL

WATERPROOF MEMBRANE (DOTTED)

42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO STEEL ANGLE 40X40X5 MILD STEEL ANGLE 12 DIAMETER THREADED GALVANIZED ROD 150 DIAMETER X 6 OXIDISED MILD STEEL DISC DOUBLE LAYER 6MM CORRUGATED FIBERGLASS SCREWED TO Z PURLINS WITH CAPPINGS

RONDO SUSPENDED CEILING SYSTEM 42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO FURRING CHANNEL

19 THICK TIMBER DECKING SCREWED TO TIMBER FRAMING OIL FINISH

SECTION 01-S1 SCALE 1:20

42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO STEEL ANGLE 40X40X5 MILD STEEL ANGLE 12 DIAMETER THREADED GALVANIZED ROD 150 DIAMETER X 6 OXIDISED MILD STEEL DISC 0.7 THICK ZINC CAPPING DOUBLE LAYER 6MM CORRUGATED FIBERGLASS SCREWED TO Z PURLINS WITH CAPPINGS 0.7 THICK ZINC BOX GUTTER

17 THICK PLYWOOD SUBSTRATE TO SUPPORT ZINC BOX GUTTER

1500 DEEP OXIDISED MILD STEEL TRUSS SYSTEM AT 6M c/c SLOTTED AND BOLTED INTO CONC. WALL WITH LATERAL BRACING MEMBERS TO ENG. DETAIL

RONDO SUSPENDED CEILING SYSTEM 42X19 MODERATELY AGED SPOTTED GUM TIMBER BATTENS SCREWED TO FURRING CHANNEL

300 THICK BOARD FORMED CONC. WALL DYED IN BLACK INK WITH REINFORCEMENT TO ENG. DETAIL

120 THICK CONC. SLAB WITH EDGE BEAM ON GROUND AND ON CONC. STRIP FOOTING WITH REINFORCEMENT TO ENG. DETAIL CERAMIC TILES GLUED TO CEMENT/SAND SCREED LAID TO FALL

WATERPROOF MEMBRANE (DOTTED)

600 DEEP 1500 WIDE CONC. STRIP FOOTING WITH REINFORCEMENT TO ENG. DETAIL

100 DIAMETER UPVC CONTINUOUS SLOTTED DRAIN

CAPRAL 440TB THERMALLY BROKEN FRAMED FIXED GLAZING FIXED TO CONC. WALL

300

300 THICK BOARD FORMED CONC. CANTILEVER RETAINING WALL DYED IN BLACK INK WITH REINFORCEMENT TO ENG. DETAIL

STRUCTURAL BACKFILL (GRAVEL)

600

1800

120 THICK CEMENT RENDERED CONC. SLAB ON GROUND WITH EDGE BEAM AND REINFORCEMENT TO ENG. DETAIL

100 DIAMETER UPVC CONTINUOUS SLOTTED DRAIN

SECTION 02-S1 SCALE 1:20