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PadiTO

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PadiTO V

Master in Architecture Construction City Design Unit Architecture and Structural Forms
POLITECNICO DI TORINO | ARCHITECTURE Construction City | A.Y 2018-2019 | Design Unit “Architecture and Structural Forms” | Michela Barosio, Francesco Tondolo |
Idarraga
Roraima Otero,
Yu.
Students: Manuela Idarraga Ch, Roraima Otero, Gao Yu.
Students: Manuela
Ch,
Gao

ACCESS LEVEL

UNDERGROUND LEVEL

ROOF LEVEL

UNDERGROUND LEVEL AXIS DIVISION PUBLIC STUDENT 1 2 1 2 INTERNAL GARDENS SKYLIGHTS CURRENT BUILDING REMOVE EXISTING WALLS CIRCULATION STRUCTURE
CONCEPTION
DISTRIBUTION ZONE 1 PROGRAM DATA GARDENS DATA DISTRIBUTION ZONE 2 INTERNAL GARDENS CIRCULATION
PROGRAM DATA ZONE 1 ZONE 2 Multifunctional rooms Services Cafeteria Vending machine areas Amphitheaters classrooms Vending machine areas Classrooms Printing rooms Type A Type B Services Control access point 1 1 3 4 2 5 2 5 6 6 6 6 7 7 7 8 4 capacity: 85 students (x4) capacity: 48 students (x9) capacity: 38 students (x6) 7 7 7 7 7 7 8 8 8 8 8 9 9 4 4 4 5 5 1 2 3 4 Control access point 5 6 7 8 4 2 4 2 5 9 10 10 Shops 10 (x2) (x2) (x3) (x2) capacity: 24 students (x3) capacity: 100 students (x3) ZONE 1 ZONE 2 Restaurant Services Mensa Auditorium Vending machine area Exposition area Computer laib 1 2 3 4 5 10 1 4 3 6 5 8 7 10 7 8 3 3 3 3 3 3 2 6 5 5 8 7 8 7 8 7 7 12 11 9 9 11 11 12 7 8 8 10 10 7 8 8 7 7 8 8 7 9 9 Shop 7 Individual study rooms 8 Collective study rooms 9 (x66) (x4) Classrooms 11 Control access point 12 (x11) Services 3 Recreational areas Green areas Connections Parco Valentino Dog’s zone Roof finishing Seating areas Green grass cover Skylight materials Glass Concrete seat HISTORY TIMELINE FUNCTION PROPOSAL URBAN ANALYSIS 1 1878 Start of the concession to Società Ippica Torinese Construction of Palazzo della Moda Construction of Torino Esposizioni Morandi presents the project Start of construction of the building Grand opening of the lake in Parco del Valentino 1937 1938 by Nervi and Sottsass 1948 1958 by Nervi and Biscaretti 1959 six month period 1st Salone dell’ Automobile 1959 Transformation into a parking lot 1994 Rarely used 2019 Concession to GTT EDUCATIONAL CULTURAL GREEN AREAS STUDENTS POSSIBLE USERS GENERAL PUBLIC EDUCACIONAL Vending machine areas Classrooms Printing rooms Restaurant Mensa Auditorium Exposition area Computer laib Individual study rooms Collective study rooms Services CULTURAL PROGRAM ZONE 1 ZONE 2 Multifunctional rooms Services Cafeteria Vending machine areas DAILY ACTIVITY TIMELINE 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23
SECTION A-A’ Scale 1:250 GROUND FLOOR | ACCESS PLAN Scale 1:250 A A’ B B’ C’ C D E D’ E’
SECTION C-C’
UNDERGROUND FLOOR Scale 1:250 A A’ B B’ C’ C D E D’ E’
Scale 1:250
1:250 ROOF PLAN Scale 1:250 A A’ B B’ C’ C D E D’ E’
SECTION E-E’ Scale
AXONOMETRIC VIEW Scale 1:750 PERSPECTIVE VIEW | 1 PERSPECTIVE VIEW | 2 1 2
PERSPECTIVE VIEW | 3 PERSPECTIVE VIEW | 4 ZOOM | AUDITORIUM 3 4

PRODUCED BY AN AUTODESK STUDENT VERSION

Section

Scale 1:250

Perspective view

Scale 1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

Steel tubular profile

Scale 1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

Edge of the glass Joint in the door Joint between door and inclined wall Joint between inclined wall and vertical finishing End of the glass

ZOOM | CLASSROOMS TYPE A Classrooms with an inclined glass facade
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION Facade classroom Section 1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

STRUCTURAL ANALYSIS: SLAB (ULS)

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

Asmin = 0,0013*450*362

Asmin = 212

Asmax = 0,04*450*362

Asmax= 6516

PRODUCED BY AN AUTODESK STUDENT VERSION

As0 = (0,05842*450*362*20)/391 = 537,88mm² Ao = 3.14*(16/2)² = 200,96mm²

= 537,88/200,96 = 2,68 = 3

VERIFICATION

w = (391*537,88)/(450*362*20) = 0,064552

μRd = 0,063827

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

μRd > μsd = 0,063827 > 0,054097

STRUCTURAL ANALYSIS: BEAM (SLS)

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

STRUCTURAL ANALYSIS: COLUMN (ULS

PRODUCED BY AN AUTODESK STUDENT VERSION

A B A B 1,84m 5,13m 3,48m 5,13m 1,84m A B A B A B A B 1,84m 5,13m 3,48m 5,13m 1,84m S A-A: -9,62 kNm S B-B: 9,869 kNm
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION TYPE OF CONCRETE: C25/30 Fck: 25 N/mm² Rck: 30 N/mm² EXPOSURE CLASS: XC2 STRUCTURAL CLASS: S3 TYPE OF STEEL: B450C Fuk: 450 N/mm² CONCRETE COVER: 30mm Cnom = Cmin + dev Ribars Slab Cnom = {12 ; 20; 10} + 10 Cnom = 30mm Beam and column Cnom = {16 ; 20; 10} + 10 Cnom = 30mm Stirrups Cnom = {8 ; 20; 10} + 10 Cnom = 30mm AGGREGATE MAXIMUM DIMENSION 5mm Distance between rebars minus 5mm SCENARIO 1: Permanent load S A-A: -11,84 kNm S B-B: 9,869 kNm SCENARIO 2: Maximum positive bending moment in A S A-A -11,71 kNm S B-B 14,01 kNm SCENARIO 2: Maximum negative bending moment in B Concrete slab with clay lighting elements. Ac = 0,11m² AL = 0,045m² Permanent loads: Gstruct: 3,20 kN/m Gfinish: 1,12 kN/m G = 4,32x1,35 G = 5,83 kN/m Variable loads: Qc1: 3,0 kN/m Qc1 = 3,0x1,5 Qc1 = 4,5 kN/m DESIGN Msd = 11,49 kNm d = 200 - 300 - 12/2 = 164mm μsd = 0,143625 As0 = (0,169836*100*164*20)/391 = 173,75mm² Ao = 3.14*(12/2)² = 113,04mm² # rebars = 173,75/113,04 = 1,54 = 2 VERIFICATION COMBINATION OF LOADS w = (391*173,75)/(100*164*20) = 0,207117 μRd = 0,194342 μRd > μsd = 0,194342 > 0,143625 Asmin = 0,0013*100*164 Asmin = 21 Asmax = 0,04*100*164 Asmax= 656 S A-A: -39,01 kNm S B-B: 56,46 kNm SCENARIO 1: Permanent load S A-A: -77,97 kNm S B-B: 89,01 kNm SCENARIO 2:
S A-A:
kNm S B-B:
kNm
Maximum positive bending moment in A
-78,28
108,4
DESIGN Msd = 77,9 kNm d = 400 - 300 - 16/2 = 362mm μsd = 0,054097
SCENARIO 2: Maximum negative bending moment in B
# rebars
COMBINATION OF LOADS
STUDENT VERSION
AUTODESK STUDENT VERSION
d h b
PRODUCED
c
BY AN AUTODESK STUDENT VERSION
PRODUCED BY
AUTODESK STUDENT VERSION d h b c Scale 1:20 S A-A: -29,62 kNm S B-B: 41,19 kNm
S A-A: -57,22 kNm S B-B: 60,28 kNm SCENARIO 2: Maximum positive bending moment in A S A-A: -57,38 kNm S B-B: 75,1 kNm SCENARIO 2: Maximum negative bending moment in B DESIGN Msd = 57,22 kNm d = 400 - 300 - 16/2 = 362mm μsd = 0,039736 Asmin = 0,0013*450*362 Asmin = 212 Asmax = 0,04*450*362 Asmax= 6516 As0 = (0,041011*450*362*20)/391 = 377,60mm² Ao = 3.14*(16/2)² = 200,96mm² # rebars = 377,60/200,96 = 1,88 = 2 VERIFICATION w = (391*377,60)/(450*362*20) = 0,045316 μRd = 0,044909 μRd > μsd = 0,044909 > 0,039736 Neutral axis: 18mm PRODUCED BY AN AUTODESK STUDENT PRODUCED BY AN AUTODESK STUDENT VERSION AN AUTODESK STUDENT VERSION Scale 1:15 15 cm 10 cm 30 cm Scale 1:20 b = 100mm h = 200mm d = 164mm Scale 1:10 Neutral axis: 34mm STRUCTURAL ANALYSIS: BEAM (ULS) Ac = 0,18m² Izz = 0,0024 Permanent loads: G1: 4,5 kN/m G2: 16,26 kN/m G = 20,76x1,35 G = 28,02 kN/m Variable loads: Qc1: 15,24 kN/m Qc1 = 15,24x1,5 Qc1 = 22,86 kN/m Scale 1:20 L = 5,15m L/h = 14 h = L/14 h = 5,15/14 h = 0,40m b = 450mm h = 400mm d = 362mm c = 30mm
AN
SCENARIO 1: Permanent load
Ac = 0,18m² Izz = 0,0024 Permanent loads: G1: 4,5 kN/m G2: 16,26 kN/m G = 20,76 kN/m Variable loads: Qc1: 15,24 kN/m L = 5,15m L/h = 14 h = L/14 h = 5,15/14 h = 0,40m b = 450mm h = 400mm d = 362mm c = 30mm Structural Axonometry Scale 1:750 Graphic scale 5 10 15 5 cm Scale 1:10 Neutral axis: 26mm Nsd: 845,7 kN Msd: 34,28 kN Scale 1:10 d h b c
Permanent loads: G1: 20,25 kN/m G2: 58,53 kN/m G = 78,78x1,35 G = 106,36 kN/m Variable loads: Qc1: 28,19 kN/m Qc1 = 28,19x1,5 Qc1 = 42,28 kN/m b = 450mm h = 450mm d = 414mm c = 30mm PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION ZOOM | AUDITORIUM
PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION Nsd = 845700 N b = 450 mm h = 450 mm fyk = 450 N/mm² fyd = 450/1,15 = 391 N/mm² Asmin = (0,10 * Nsd/fyd) > 0,003 Ac Ac = 450mm * 450mm Ac= 202500 mm² 0,003 As = 607,5 mm² Asmin = (0,10 * 845700/391) Asmin = 216,29 mm² Rebars of 16mm As = 803,84mm² 803,84mm² > 212,29mm² -1,5E+08 50000000 250000000 -3500000 -3000000 -2500000 -2000000 -1500000 -1000000 -500000 500000 PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION REBARS SLAB: 12mm REBARS BEAM: 16mm REBARS COLUMN: 16mm

PadiTO V

Design Unit “Architecture and Structural Forms”

Padiglione V is located in a standout context in the center of the city of Turin (Italy) that is surrounded by a variety of cultural buildings such as the Museum of Human Anatomy - Luigi Rolando, Borgo Medievale, Rocca Medievale, Fondazione Teatro Nuovo per la Danza, and many more, besides a diversity of faculties such as geology, physics, chemistry, pharmaceutics and medicine of the educational typology, but the most important one will be the faculty of architecture of Politecnico di Torino, that is also the concessor of the building to be intervened, placed in Castello del Valentino, one of the most iconic pieces of architecture of the city. Added to this cultural and educational context we have Parco del Valentino, the main park of Turin, that offers to the city a large space of green areas that go along a piece of the city center.

Taking all these important facts of the context, we decided to place in Padiglione V an educational program as an extension of the faculty of architecture of Politecnico, and a cultural program referred to all the people that visit Parco Valentino, aiming to fulfill all the particular necessities of both of our possible type of users.

After the comprehension of the building itself and after knowing the critical importance of things such as heritage <understanding this term as something that can be tangible but furthermore something intangible> the objective of the project from the point of view of being an intervention of an existing building was to enhance two things that caught our attention and became our two main interests in this approach; first the incredible structural system that is so unconventional and pioneer for the time that it was designed and built, tangible aspect, and the second one, the feeling of free space that you perceive when you are in the building, thanks also to the structural system, being this without a doubt an intangible aspect that we want to preserve.

We decided to separate each program for a topic of privacy of the educational area, therefore we placed the cultural part facing the south-west side and the extension of the faculty of architecture facing the north-east side near to Castello del Valentino.

For us was also important to find among the differences of each typology a place where both types of users could merge as well, for that reason we determined that the freest connection points would be by the auditorium and by the area of a dining hall, meeting point through the combination of a restaurant for the public, and a kind of Mensa for students.

The project is structured by positioning all the activities at both edges sides of the longitudinal axis, thus leaving in the middle the sufficient space capable of evoking that characteristic free space present in the actual building, highlighting it even more by making it in double height having an underground level placing the program at the sides too. The result is a beautiful free space where you can recall the intangible aspect of the building and appreciate yet more the structural system that gave us the interesting geometry that we used to make the distribution of each activity of the different programs.

POLITECNICO DI TORINO | ARCHITECTURE Construction City | A.Y 2018-2019 | Design Unit “Architecture and Structural Forms” | Michela Barosio, Francesco Tondolo | Students: Manuela Idarraga Ch, Roraima Otero, Gao Yu.

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