MASTERPLAN AND CONCEPT 1:2000
PANEL I
Offices buildings
Ice hockey arena 9100
14200
Underground square and restaurants
Public park
Emerald necklace
+19.20
0.00
0
90m 30
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
C
LAYOUT - BASEMENT FLOOR PLAN 1:200
PANEL II 14200
3500
7200
1400
4200
940
2900
840
840
6.4000
1300
4400
2100
2100
-4.20
6.4000
1000
500
3020
4400
500
-8.10
-4.20
-8.10
800
-4.20
570
-4.20
-8.10
2100
B’
6.4000
800
540
-4.20
-4.20
1000 3200
500
500
800
1000
500
800
1000 3200
640
600
600
400
400
670
670
500
1000
-4.20
500 1000
220
900 565
2100
-4.20
1900
6.4000
480 500
560
3800
-8.10
1900
3200
-4.20
6.4000
800
3400
220
500
400
480 180
400
480 400
340
3200
1000 3000
320
565 420
420
3200
0
15
420
5
C’
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
A’
2100
-4.20
6.4000
2100
-4.20
2100
-4.20
1000
-4.20
6.4000
800
2100
1700
-8.10
800
3400
A
-8.10
-4.20
B
1700
1000
-4.20
800
3400
1700
940
-4.20
1300
9100
1400
940
6.4000
1000
3500
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
C
LAYOUT - GROUND FLOOR PLAN 1:200
PANEL III
14200 1300
850
2260
360
1500
1400
1700
3600
2260
850
1300
530
1350
0.00
1450
1000
560
1900
0.00
1000
560
2700 1170
2100
2100
0.00
3850
1000
1200
1700
3020
500
0.00
3850
1200
6400
1200
A
500
3020
1200
500
3850
2100
-8.10
-8.10
0.00
0.00
0.00
6400
6400
1200
B’
3850
2100
1700
0.00
0.00
560
1000
1300
A’
2100
0.00
1000
500
0.00
6400
3850
9100
-8.10
-8.10
0.00
850
1830
500
3020
1200
500
-8.10
-8.10
0.00
0.00
6200
142000
3850
0.00
2100 0.00
560
1830
850
0
1300
15 5
C’
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
B
1700
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
C
LAYOUT - FIRST FLOOR PLAN 1:200
PANEL IV
14200 4400
360
1500
1400
1700
3600
4400
530
1350
1000
+3.70
1000
640
480
400
+3.40
640
480
400
1900
1000
2400 1170
1700
2100
750
270
1200
500
-8.10
3000
1200
500
+11.50
+3.70
270
750
1600
640
480
480
400
400
1600
1700
A
270
1000
1200
500
3000
1200
500
270
750
2100
+3.70
-8.10
-8.10
+11.50
640
480
400
400
1600
750
+11.50
1700
480
1000
A’
2100
+3.70
640
480
1600
2100
+11.50
B’
9100
750
B
1000
-8.10
+3.70
1600
2100
2100
+11.50
2100
6400
270
1200
+3.70
500
3000
1200
500
-8.10
-8.10
0.00
0.00
270
750
+3.70
1600
+11.502100
2100
6400
480
400
4000
400
6200
142000
4000
0
15 5
C’
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
LAYOUT - ELEVATION AND CUT 1:200
PANEL V
+19.20
0.00
NORTH ELEVATION
+19.20 170
280
280
600
600
320
1750
1750
320
8400
420
1750
420
1070
1070
650
650
340
1950
0.00
6400
340
340
-4.20
340
340
-8.10
CUT A-A’
0
15 5
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
LAYOUT - ELEVATION AND CUT 1:200
PANEL VI
+19.20
0.00
SOUTH ELEVATION
+19.20 170
600 440
360 1750
360
1070
360 260 540
380
380
340
0.00
6400 340
340
CUT B-B’
0
15 5
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
LAYOUT - ELEVATION AND CUT 1:200
PANEL VII
+19.20
0.00
WEST ELEVATION
+19.20 170
600
600 600
600 600
2700
600 600
2700
600
2700
1750
1000
0.00 700
1650
370
1200
200
340
540
340
930 340
340
-4.20 565 340
600
200 340
340
540
930 340
340
-8.10
CUT C-C’
0
15 5
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
30m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
STRUCTURAL DETAIL
PANEL VIII
300
26
26
100
10
10
10
300
26
123
127
133
10
10
10
32
32
100 320
155
240
300
80
300
240
240
845
518
80
518
552
24
560
24
520
24
50
24
50
80 600
30
20
220
240
40
240
500
500
CONCRETE - STEEL CONNECTION - SIDE VIEW
150
150
30 14
200
200
100
138
126
160
10 24
100
100
120
240
535 24
576
24
240
24
80
80
520
80
170
120
100
CONCRETE - STEEL CONNECTION - CROSS SECTION
140
160 100
100
0
100
5 1
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
530
15m
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
ARCHITECTURAL DETAIL
PANEL IX 26
30 12
RAINWATER COLLECTING SYSTEM
190 156
45
Thanks to the slight slope given by the different height of the secondary beams, the water naturally flowS to the end of the roof flaps.
260
380 210
25 25 390 28 115
25 218
Than thanks to the drenage system the water flows into special cuts, creating in corrispondece of the shear wall some small waterfalls. The water is collected into pools and is ready to be reused for different reasons.
218
385
The design of collectining was oriented to reach both an aestetich and a functional result.
80
430
16
190
320
190 365
PRE-CAST SHEAR WALLS 410
The terminal part of the concrete shear walls is prefabricated, in order to simplify the operations on site, and speed up the operations. In the prefabrication plant the metal formwork is prepared, in order to obtain a 10 cm thick, lightened reinforced concrete mould which will then be used as formwork.
110
430
1300
16
190
320
190 365
110
The first formwork is a simple metal formwork, which delimits the cavity where the structural shear walls will later be executed.
650
430
190
16
320
190 365
The external formwork instead houses inside a concrete matrix that allows to obtain the sought-after effect on the facade. In the prefabrication are arranged three types of matrices, smooth, horizontal lines and vertical lines, this solution allows to hide the sequence of the casting and the impurities of the concrete.
16 15
80
EXCERPT OF THE ELEVATION 40
240
80
12
280 190
320
190 390 340
40
Thermal insulation in stone wool 120 mm Concrete wall 250 mm Electrowelded mesh 550x550 mm C-shaped metal profile 1 mm
80
Mullion-transom system 450 mm Window double glazing with air gap
190
320
Then, once the first casting that defines the external moulds is executed, they are brought to the site, where the insulation and the reinforcements are placed.
190 390 340
Precast concrete panel cladding
2 12
80
Precast concrete panel cladding Window double glazing with air gap Mullion-transom system 450 mm Stone cladding panel 20 mm
15
Concrete floor reinforced with electrical welded mesh 550x550 mm
CUT A-A’
White plaster 10 mm Thermal insulation in stone wool 120 mm Reinforced concrete backwall 800 mm Waterproofing bituminous sheat 10 mm
White plaster 10 mm Thermal insulation in stone wool 120 mm Reinforced concrete back wall 800 mm Waterproofing bituminous sheat 10 mm IPE120
50 12 17
PVC protection of the waterproofing sheat 40 mm River gravel 300 mm Slab RC foundations 800 mm PVC draining pipe ϕ200 Lean concrete 150 mm Ground
240
A
A’
ZOOM DETAIL
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
Having used a concrete mould with a cavity allows to obtain always the continuity of the structural irons both vertically and horizontally.
80
45
0
195
320
5 1
10
195
650
EXCERPT OF PLAN
Finally in the yard is executed the completion concrete casting in structural concrete, the waiting irons allow us to connect the newly thrown shear walls with the next.
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA
INTERNAL VIEWS
LUIGI CRUCIANELLI - DONATA SASSO - GRUPPO 9
PANEL X
PROF. ING. G. MUCIACCIA - PROF. ARCH. A. TARTAGLIA