Facade portfolio_2023

Page 1

PORTFOLIO

ABHINAY KUMAR / ACADEMIC

B.Arch / M.Engg

Curriculum Vitae

ABHINAY KUMAR

B.Arch / M.Engg

completed my Master's in Façade Engineering in july 2022, Prior to my Master's program, had over 7 years of experience as an architect, working on various projects including airport design, metro station construction, and both residential and commercial buildings. In my previous roles, was responsible for designing and assisting in the oversight of projects from conception to completion. submitted my thesis on “evaporative cooling facades for hot and humid climates -focusing on reducing carbon footprint and energy seving” in July 2022 and am now seeking employment opportunities in facade engineering firms.

Educational Qualifications

Masters in Integrated Design (Facade Eng.) - March 2019 to August 2022

Technische Hochschule Ostwestfalen-Lippe, Detmold, Germany

Facade Engineering Masters - Grade:- 1.5

Bachelor of Architecture - July 2007 to 2012 May

National Institute of Technology Raipur, C.G., India

National Institute of Technology Raipur C.G., India

Skills

Athena

Comsol (Thermal)

Flixo

Therm

Autodesk Flow

2D Energy

Frilo Strurcture (for Wind calculation)

Portfolio Link

Schucal

Auto CAD

Revit

Google Sketchup

Archicad

Rhino

Grasshopper

Python (basics)

Address

Professional Experiences (7 years) as an “Architect”

Intern, Facade design, 2021 Aug to 2022 Aug (1 Year)

Absolute design workshop co. Ltd Cambodia (Facade design Firm) completed an internship during my master’s program where my responsibilities are

1. Making Detail Brief Reports for facade

2. Energy simulation (daylighting, thermal, U value calculation, basic load calculations for profiles )

3. Developing Initial cad Detail drawings, Shop drawing preparation

4. Material proposal and selection.

Architect, 2018 Aug to 2019 Aug (1 Year)

Ascons india Pvt. ltd. Surat (Architecture - Interior Firm)

Projects: Apartment, office, Residential architectural, and interior work

1. Architectural drafting and detailing

Project Architect, March 2016 to August 2018 (2 Year)

AYESA India PVT ltd Hauz Khas, Delhi-Noida

Project: Pune metro Rail (9 elevated metro station)

Vijayawada Metro Rail (24 Elevated Metro Stations), Corridor 1 –(11stations), Corridor 2 -(13 stations),

1. Team manager and station Designer, Responsible for overseeing a team of eight individuals,

2. Reporting to the senior architect. Responsible for client interaction, systematic documentation, and timeline decisions to expedite the work’s completion,

3. Review of tender drawings and documents, creation of conceptual drawings, station reports, evacuation calculations, and construction specifications, Client presentation preparation Coordination with internal Services and Structural departments, as well as final verification and adjustment of the drawing.

Junior consultant, Nov 2013 to March 2016 (2.5 Year)

Pell Frischmann Prabhu, Gurgaon,

Projects: Chennai central metro along with more than five metro stations. (Underground metros), Mumbai metro pre-bid Competitions.

1. Design Signages for all underground metros,

Ladybug

Honeybee

Karamba

Adobe Photoshop

Adobe IN-Design

Abode Premier

Lumion 3d , V-Ray. MS office.

- Academic and Professional

Abhinay Kumar Pinneichenstraße 8, 32756 Detmold

Email: architect.abhinay@gmail. com

PH No. +491789209998

https://issuu.com/abhinaysharma/docs/facade_portfolio_abhinay_2023

Awards / Achievements:

1. Best graduate in masters in facade- achivement award at university TH-OWL 2022

2. First position in National Interior design Competition (Commercial Complex) 2010,

3. First position in (Global Art and Craft center) BIRLA WHITE YUVA RATNA AWARDS 2011

4. First position in a landscape design competition, Zonasa ’08.

2. Assisting senior consultant and preparing client interface presentations.

3. Preparing Construction reference Drawings, Definitive design drawings with internal teams,

4. Involved in Coordination with MEP, and HVAC consultants..5

Architect Jun, 2012 to Nov 2013 (1.5 Year)

Creative Group, Delhi

Projects; - Chennai Airport, Chennai metro (Elevated metro) Airport Link, Ananda housing, Chennai. As a fresher architect, my role was to

1. Assist senior architects,

2. Review of As-Built drawing, Shop drawing,

3. Managing Site co-ordination,

4. Making GFC drawing and presentations.

5. Planning residential building layout, using cad and 3d software.

Architectural Intern (6 Months)

M/S Prabhakar Bhagwat landscape Architects, Ahmadabad (2011 June) 6-month Professional training under the experienced guidance of Prof. & Ar. Aniket Bhagwat (CEPT Univ.)

Projects: - Maha Eco 6000-acre phase-1, Calcutta Riverside master plan

1. Drafting site layout, Plan sections and elevations.

2. Detailing of road layout with contour calculations using AutoCAD, and SketchUp,

3. 3d model making

Career path

(2 year)

01/01/2021 – current

Online Work (2022 to current)

Intern (2021 to 2022- 1 year )

Absolute design workshop co. Ltd

Cambodia

Contents

Facade pojects

(3 years)

March 2019 to August 2022

Masters in Integrated Design (Facade Eng.)

Technische Hochschule Ostwestfalen-Lippe, Detmold, Germany

P9- Snapping facade (Parametric facade)

(1 year)

2018 Aug to 2019 Aug

Architect,

Ascons india Pvt. ltd. Surat.

Architecture and Interior designing firm

P5- KA 100 harbor - Algae facade Tower

P4- Schuco, Herford Germany (stick system)

(2 years)

March 2016 to August 2018

Architect, AYESA India PVT ltd

Hauz Khas, Delhi-Noida

S5- Facade for an Office building in Cold climate- unitized facade

construction

(2.5 years)

Nov 2013 to March 2016

Junior consultant, Pell Frischmann Prabhu, Gurgaon,

S6-CityPride - London (unitized facade - Modified)

(1.5 years)

Jun, 2012 to Nov 2013

Architect, Creative Group, Delhi

(5 years )

July 2007 to 2012 May

Bachelor of Architecture

National Institute of Technology

Raipur, C.G., India

TH-Thesis- Eva-Co-Facade

Evaporative cooling system integration to facade for hot and humid climate in india

P9

Project 01

SNAPPING FACADE

Location - New Delhi, the wet season is hot, oppressive, and partly cloudy and the dry season is warm and mostly clear.

Snapping Concept - Actuate each grid panel responsively to the environment and users, through minimal snapping motion, keeping the system simple but efficient.

Configurations - Each module is composed by a pair of metalic blades, active bendeded to snap (change direction) with just a trigger actuator (stepper motor). Both blades are connected with the membrane, that twisted can have four different configurations to maximize views and block solar radiation according to the ambient and user necessities .

Integrated Frame

Open setting- Weaving membrane in its open state Closed setting- Weaving membrane in its closed state (outter blade snapped)

Skewed setting - Responsive snapping facade module placed in a skewed rectangular grid - With the sensors, stepper motors and supporting rods

Facade fabric configuration

Hybrid synthetic textile

Ambient Responsiveness

Each facade panel has the capability of being configured into 4 different settings. Through a triangulation of light/ heat sensors and motion sensors on each integrated frame, the stepper motors are activated to set the shading in the best possible configuration.

The internal heating gain could then be optimized to up 700/o of inner radiation on floor reduction. While closening and filtering the sun lights, the membranes still process the air. Its unique configuration, allows as well to keep internal views not only with the configuration options but as well with the translucency of the material.

Shading membrane

For this snapping facade, we are using knitted nylon and polyphenylene sulfide fabric embedded with hydrogel and terracotta seeds where hydrogel has the capacity to store water of 300 times of its weight, and terracotta having the property of evaporative cooling. hydrogel helps terracotta to wet, After heating, via sun it helps to cool air throughout the day in summer. The perforated fabric allows air to pass through the composite material and cool the air which is balancing the indoor temperature.

Facade system

UDC 80 Schuco system has used and modified to fixing the stepper motor to the transom and mullion. operable facade window allowed to ventilate the indoor climatic environment.

whole facade module hang to the slab with the support of slab brackets which gives the opportunity to align facade to maintain tolerance in both directions. additional brackets has been introduced in top and in the bottom of slab to the stepper motor bar to provide strength to fabric structure.

Elevation Plan Section Facade Detail Facade instalation Detail

Unitized ‘optimized’ snapping Facade (UDC 80)

Note:- The proposed screw connection in the conceptual facade design needs to be reinforced for enhanced strength to securely hold the facade panels in place. Considering the Schuco detail, modifications have been made to ensure the practical realization of the facade panel. These modifications aim to optimize the connection’s robustness, ensuring reliable attachment and stability of the facade panels

3 2 1 12 4 5 6 11 6 7 8 9 10
1. Schuco UDC 80 (Modified) 2. Window frame 3. Glass 4. Senser 5. Optimised carbon fiber bracket 6. Snapping Strip 7. Snapping Bar 8. Snapping Frame 9. Snapping frame attached to window frame 10. snapping motor 11. Panel 12. Insulation
A A

Ka 100 harbor P5 Project 02

Highline Connection

The project develop itself in the year of 2050 when the Karlsruher coal power plant, at the border of the Rhein river, will be shut down. To solve the increase gap of new housing places, specially in contact with nature, KA 100 Harbor plans to be a mixed used development by creating a cohesive park-higlines network from the Rhein river to the city center of Karlsruhe.

Neither the natural world nor the man-made world is entirely satisfactory since people are a part of nature as a biotic component and all communities, whether strongly influenced by humans or not are also part of nature. However, because of humanity pervasive influence , no area is completely isolate from its direct or indirect effects.

KA 100 Harbor is an approach to create relationship between man made and natural ecosystem . it will balance the built systems designed life while incorporating nature, recycling the demolish waste material, using renewable methods derivate from coal related activities to regenerate built environment. It will reduce the ecological consequence which influences the ecosystem , there structure and its functioning.

Highline Network

The higlines, composed by a series of green ramps will house housing/ commercial units, while creating across the network green spaces for people to have once more contact with nature and with the river, since the city didnt developed itself across it. A main feature of it will be the integration of new kinds of transports like the hyperloop and reversed tram.

By dissolving and integrating this highlines network through the already built environment of the city, like railways, roads and clusters, the project aims to offer more recreational and cultural spaces to the community with the slopes generated.

Regarding its structure, the higlines are composed by Ashcrete and Biochar, both from coal derivatives which usually would be thrown away. The higlines themselves aim to filter rain water and distribute it along the city through the higlines, while the main building will be upcycled to tower units with algae energy generating facade systems.

Residential POD on highline

1 2 3
3 2 1
Algie treatment plant Algie Facade Rainwater harvesting Aluminium Green Ramp Tram Biochar Ashcrete

Residential 3D printed POD

Conceptual Facade system has designed for futuristic POD to ventilate the indoor climatic environment.

whole POD module has been made of biochar and hydroplastic panel to maximaise sustanablity. where biochar offers excellent thermal properties, including high thermal mass and insulation capacity, which can regulate the temperature inside the POD and reduce the need for mechanical heating or cooling systems. Additionally, biochar’s adsorption properties enable it to capture and retain pollutants, contributing to improved indoor air quality. Furthermore, biochar is a renewable and sustainable material derived from organic waste, aligning with the principles of the circular economy and reducing reliance on non-renewable resources. By integrating biochar into the facade system, the POD achieves enhanced thermal regulation, air purification, and sustainability. Hydroplastic panels are a type of lightweight and flexible material that can be molded or shaped. They are designed to be water-resistant, durable, and have excellent insulating properties.

Hydro plastic panel Wooden ceiling Wooden Flooring Facade Frame 3D printed Ashcrete
Futuristic Residential POD View Section POD Sectional detail
Top connection detail Bottom connection detail Bottom detail A B B A B Note :- This
detail is more concepual to idealise the
section.
Exploded Aluminum Frame detail
facade frame
facade
3D printed POD

Algae Tower

Cyclic procedure of algae facade-energy generations Karlsruher coal power plant-algae facade Tower Algie Facade system Futuristic Residential POD View- Roof algie Panel

Algie Facade system

Algei facade panel detail

3d printed aluminum frame Glass 3d printed aluminum frame Algie ETFE Sheet
Top Connection to algae panel Top Connection to algae panel LDPE (low density polyetheline Microalgae inlet O2 outlet 3d printed aluminum Connection to algae panel Microalgae outlet
CO2 inlet A
Mullion frame Algae facades offer several benefits in sustainable building design: they absorb carbon dioxide, release oxygen, provide natural shading and cooling, and contribute to a visually appealing aesthetic. Additionally, algae facades have the potential to generate biomass for various applications and support biodiversity and water management. These advantages make algae facades a promising solution for reducing environmental impact and promoting sustainable practices in architecture. Sectional plan of Node Section of Node Algie Facade system A
B
A
Elevation facade panel B
B
Algie Facade system

Project 03

Schuco Herford , Germany, Office building

For the first semester of the Master’s program in Integrated Architectural Design, students are required to complete an independent project focused on designing a new façade for the Office building located in Schuco Herford, Germany. The building is in need of a façade refurbishment due to issues with overheating during the summer. The project will involve selecting appropriate façade materials and determining the necessary calculations for elements such as glass thickness, weight, mullions, and transoms using a stick system.

Design concept

By analyzing the sun’s movement over the course of a year, it has been determined that the south-west facade of the building receives the most intense sunlight, particularly during the summer. In contrast, the north facade does not receive much sunlight throughout the year. To address the issue of overheating, the solution is to reduce the number of openings on the south facade by incorporating a combination of clear glass, shadow boxes, and alucobond panels, while increasing the number of openings on the north facade.

P4
Project: Office building Geodata Location: herford str 80, 32120, hiddenhausen, Germany Latitude: 52.16886 N Longitude: 8.66078 E Altitued: -4.87° Elevation: 82 m Building Azimuth: 276.05° Daylight duration: 12h8m44s Time Zone: UTC/GMT+1,0 Europe/Berlin CET UTM: 32U 476708 5779923

Shadow analysis

Shadow analysis is conducted for a specific month of the year to determine the amount of sunlight that falls on different parts of the building. During this analysis, it was found that the south and west facades of the building receive the most daylight during the day. When comparing the months of March and June to September and December, it was determined that the latter months have a higher level of sunlight exposure, particularly during office working hours. This means that the building will experience the maximum amount of solar radiation during these months.

Solar analysis

The following illustration shows all the floor plans of the building. An analysis was carried out for the month of September, under clear sky conditions during daytime. The results of the analysis show that the east and south facades of the building experience the highest level of solar radiation, reaching 3000 lux for typical floors. In order to provide a comfortable working environment in an office building, it is necessary to maintain a level of light intensity between 300 to 1500 lux . To achieve this, external louvers or tinted glass can be used on the facade to reduce sunlight intensity and prevent glare.

10 am TimeMonth 12 pm 4 pm 6 pm March 20 June 21 Sep 23 Dec 22
Google sketchup shadow analysis Ground floor plan 1nd floor plan 3nd floor plan 2nd floor plan

Stick facade construction

System components

The project will use Schuco FWS 50’s Ladder facade construction, which involves an aluminum or steel ladder-like frame structure for cost-effective and efficient construction of large glass facades. The design has minimal visible framing and good sound insulation, with overlapping gaskets ensuring high watertightness. The minimal face width of 50mm and glass thicknesses of 5/6mm for single glazing and 22-24mm for insulating glass provide excellent performance. The ladder construction with spring bolt T-cleat saves time during installation.

Wind direction

Sunshading solution (Perforated louvers)

Sheet metal blades; open design (single-skin)

The single-sheet metal blade offers transparency and solar shading tn ono.The top sheet is individually perforated. The louvre blade widths of 470mm, 580mm, and 690mm “can be used as standards.”

Main idea of usind perforated louvers as a second skin of the facade to prevent solar to the oficce space

Schuco FWS 50 8 Schüco 10.2014 GSI Schüco TropTec™ SC 50 SG.NI 10.2014 GSI Schüco TropTec™ SC 50 SG.NI System components
System illustration 1 Wet sealing with pre-filler 2 Mullion 3 Transom 4 Pressure plate 5 Cover cap 6 Glazing support with silicone support 7 Inner glazing rebate gasket 8 Outer glazing rebate gasket Wet sealing Wet sealing – horizontal cover cap 1 2 3 6 7 1 2 3 6 7 4 5 8 9 Schüco 10.2014 GSI Schüco TropTec™ SC 50 SG.NI 10.2014 GSI Schüco TropTec™ SC 50 SG.NI Dry sealing Dry sealing – horizontal cover cap 1 U-shaped gasket 2 Mullion 3 Transom 4 Pressure plate 5 Cover cap 6 Glazing support with silicone support 7 Inner glazing rebate gasket 8 Outer glazing rebate gasket 2 3 6 7 2 3 6 7 4 5 1 1 8
A
B
Wind load Snow load 16.32 kN 16.32 kN 16.32 kN 5.72 kN 5.72 kN 380.8kN
Loads on Mullion and Transom

Facade loads

To determine the appropriate size for the mullions, transoms, and glass panels, it is important to analyze the facade loads by dividing the overall facade into different cases based on panel size, mullion length and width, and transom variations. This approach allows for a more thorough examination of the loads and stresses on the facade, and can aid in identifying potential areas of vulnerability or hazard. Additionally, by considering factors such as wind loads, thermal expansion and contraction during the analysis, it can help ensure that the facade is capable of withstand different environmental conditions. This approach enables to optimize the size of the mullions, transoms and glass panels as per the calculated loads.

Wind load

WIND LOAD ACTIONS - CASE-01

Moment of inertia due to (suction wind force) on mullion Uneqal double span curtain wall

Karamaba - Grasshopper

In this experiment, the deflection and support reactions of a facade panel were analyzed under a mesh load of 1.12 kN.m2, equivalent to wind suction force. The process began with the development of the panel geometry, which was created using a plane in Grasshopper and converted into beams and a mesh load using the Deconstruct Brep tool. The resulting geometry was used to define the panel elements, supports, and mesh load, which were then analyzed to determine the deflection and support reactions of the panel under wind load

WIND LOAD ACTIONS - CASE-02 & CASE-03

Moment of inertia due to (suction wind force) on mullion Eqal Single span curtain wall

WIND LOAD ACTIONS - CASE-01 (Transom)

Moment of inertia due to (suction wind force) on Transom

Load due to Glass

For karamba calculation I have selected the biggest mullion length ie 4.3 m which has calculated as in manullly in above slides where wind load taken p= !.12 kn/m (suction ) on east facade due to wind load on south facde.

CASE-03 CASE-02 CASE-01 TRINGULER LOAD TRAPEZOID LOAD

Load due to Panel

DEAD LOAD ACTIONS - CASE-02 (Transom 2)

profile

The weight of the panel calculeted from the U-Wert online softwere, Where panle weight has calculeted is 21.5 kg/m2.

Length of panel =1.10m, Height of the panel = 1.38m

Weight of the panel= 21.5 x 1.10 x1.38 = 32 kg

All statements without guarantee

Exterior wall created on 28.3.2020

U = 0,26 W/(m²K)

Bestand*:

W/(m²K) excellent insufficient Moisture proofing No condensate

excellent

shift: 5,8 h

Thermal capacity inside: 10,8 kJ/m²K

Temperature and dew-point temperature in the component. The dew-point indicates the temperature, at which water vapour condensates. As long as the temperature of the component is everywhere above the dew-point temperature, no condensation occurs. If the curves have contact, condensation occurs at the corresponding position.

Aluminum foil

# Material λ R Temperatur [°C] Weight [W/mK] [m²K/W] min max [kg/m²] Thermal contact resistance* 0,130 18,8 20,0 1 0,3 cm Aluminum foil (coated) 160,000 0,000 18,8 18,8 8,1 2 15 cm Extruded polystyrene (XPS) 0,040 3,750 0,2 18,8 5,3 3 0,3 cm Aluminum foil (coated) 160,000 0,000 0,2 0,2 8,1 Thermal contact resistance* 0,040 0,0 0,2 15,6 cm Whole component 3,920 21,5

Wx

durch die Werkstoffkombination ist bei der

= 376.95 = 505.29

Wx

We have to selected mullion from schuco. which has heigher momment of inertia (with steel insert) then calculated moment of inertia for safer structural calculation

0,2°C

Surface temperature inside (min / average / max): 18,8°C 18,8°C 18,8°C Surface temperature outside (min / average / max): 0,2°C 0,2°C

In this method of calculating the glazing thickness: The load is uniform over the whole surface of the glass.

The maximum permitted stress adopted must be in accordance with the type of glass to be used. The result obtained from the calculation is the minimum thickness the glass must have.

=Minimum glazing thickness in mm.

=Shape coefficient according to table

=Shortest side of glass in mm.

mm 0 100 120 140 160 180 200 240 260 280 300 320 340 360 380

=Longest side of glass in mm.

of appropriate transom for facade Calculated

= 3.93 x 1.7 = 6.7mm

=Designed wind load in [N/m2]

=Permitted stress in the glass [N/m2] = 5x107 N/m2 (toughened glass subjected to permanentstresses)

Page

WärmeschutzVODIN410895EnEVBestandniedrigeTiEnEV14NeubauU=0,25EnEVBestandEnEV16NeubauESanMVU=0,2 KfWEinzelmaßn. NeubauKfW55EWärmeGBW 3-Liter-HausU=0,15 NeubauKfW40 PassivhausU=0,1

As we have taken 14 mm thick glass (6 +4+4 ) which is greater then required glazing as per calculation.

Thickness:

Bei

der Serie

all mullion profiles with 3 mm wall thickness, use suitable button T-cleats from the FWS 60 series. To

Glass thickness and weight Commercial use only with Plus-, PDFor Profi-Option (from 2.99 € / month plus VAT).
Exterior wall Thermal protection
Heat
Temperature
phase
excellent
3 150 3 156 inside outside www.ubakus.de 1 2 3
3
EnEV
U<0,24
insufficient
protection
amplitude damping: 2,9
insufficient
1 Aluminum foil 2 Extruded polystyrene (150 mm)
Impact of each layer and comparison to reference values
Inside air : 20,0°C / 50% Outside air: 0,0°C / 80% Surface temperature.: 18,8°C / 0,2°C sd-value: 3012,0 m
15,6 cm Weight: 21 kg/m² Heat capacity: 22 kJ/m²K
statements without guarantee Commercial use only with Plus-, PDFor Profi-Option (from 2.99 € / month plus VAT).
For the following figure, the thermal resistances of the individual layers were converted in millimeters insulation. The scale refers to an insulation of thermal conductivity 0,040 W/mK. Equivalent insulation thickness (WLS 040)
All
Temperature
Temperature profile
Exterior wall, U=0,26 W/(m²K)
Temperature Dew point 1 2 3 -2 0 2 4 6 8 10 12 14 16 18 20 0 20 40 60 80 100 120 140 160 [mm] Temperature [°C] Outside Inside www.ubakus.de
1 Aluminum foil 2 Extruded polystyrene (150 mm) 3 Aluminum foil
Layers (from inside to outside)
*Thermal contact resistances according to DIN 6946 for the U-value calculation. Rsi=0,25 and Rse=0,04 according to DIN 4108-3 were used for moisture proofing and temperature profile.
2
= 29.03 cm 3 Wx = 29.03 cm 3 Calculated Ix and and Wx for CASE 01 Calculated Ix and and Wx for CASE 03 Selected mullion for facade with insert Selected mullion for facade insert
factor for tripal galzing 1.7
= 175.29
=
cm 3
Ix and and Wx for CASE 02
Selection of appropriate mullion for facade
19.75
Calculated
Overview Übersicht Section details Schnitte Profiles​ Profile Cleats / Glass carrier Verbinder / Glasträger Glazing Verglasung Accessories Zubehör Tools Werkzeuge Schüco FWS 50 C 3-2 10.2019 98214 Pfosten • Mullion 1 2 5 50 2 1 2 5 50 1 2 5 50 Pfosten Mullion Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 125 322 290 6,0 496 300 278,80 38,43 37,23 15,37 323 480 4,0 125 322 740 6,0 – – 119,83 16,32 21,49 7,25 201 217 6,0 – – 81,41 9,38 15,64 4,22 322 290 323 480 322 740 201 217 Einschubprofile zur leichteren Montage stückweise mit Nasslack beschichten (ca. 25 μm - 40 μm). Stahl Einschubprofile aus S 235. Die Steifigkeitserhöhung
Bemessung zu berücksichtigen (E-Modulverhältnis Stahl – Aluminium Faktor 3). To facilitate installation, coat insert profiles individually with wet paint (approx. 25 μm to 40 μm). S 235 steel insert profiles. The increased rigidity as a result of the combination of materials must be taken into account for the measurement (modulus of elasticity atio: steel – aluminium, factor 3). 1 5 0 50 2 1 5 0 50 Pfosten Mullion Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 150 322 300 6,0 546 350 424,05 44,38 48,94 17,75 323 490 4,0 150 322 750 6,0 – – 226,75 19,11 34,10 8,49 Einschubprofile zur leichteren Montage stückweise mit Nasslack beschichten (ca. 25 μm - 40 μm) To facilitate installation, coat insert profiles individually with wet paint (approx. 25 μm to 40 μm) 322 300 323 490 322 750 1 7 5 50 2 1 7 5 50 Pfosten Mullion Art.-Nr Art. No. X IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 175 322 310 * 6,0 596 399 663,15 52,81 66,91 21,12 323 500 * 4,0 175 322 760 6,0 – – 343,17 21,92 42,34 9,74 Nicht für Farbbeschichtung empfohlen! Einschubprofile zur leichteren Montage stückweise mit Nasslack beschichten (ca.
322 310 * 323 500 * 322 760 1 7 5 50 3 1 7 5 50 Pfosten Mullion Art.-Nr Art. No. X IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 175 326 250 6,0 596 400 731,12 68,28 75,99 27,31 326 260 4,0 175 326 270 6,0 – – 283,65 14,93 33,87 6,94
allen
aus
FWS 60
For
facilitate installation,
(approx. 25
326 250 326 260 326 270 Overview Übersicht Section details Schnitte Profiles​ Profile Cleats / Glass carrier Verbinder / Glasträger Glazing Verglasung Riegel, 2. Ebene • Level 2 transom 5 0 104 Riegel,
Level 2 transom Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 104 322 340 6,0 420 258 138,58 28,81 22,75 11,52 322 340 5 0 124 Riegel, 2. Ebene Level 2 transom Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 124 322 350 6,0 460 298 214,92 33,76 30,07 13,50 322 350 149 5 0 Riegel, 2. Ebene Level 2 transom Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 149 322 360 6,0 510 348 347,82 40,38 40,63 16,15 322 360 Riegel, 2. Ebene Level 2 transom 84 5 0 Riegel, 2. Ebene Level 2 transom Art.-Nr Art. No. IX IY WX Wy mm m mm mm cm4 cm4 cm3 cm3 84 322 330 6,0 380 218 84,71 23,99 16,47 9,60 322 330
For case 2 we didnt require steel insert
25 μm - 40 μm) Not recommended for colour coating. To facilitate installation, coat insert profiles individually with wet paint (approx. 25 μm to 40 μm)
Pfostenprofilen mit 3 mm Wandstärke geeignete Knopf T-Verbinder
einsetzen.
Einschubprofile zur leichteren Montage stückweise mit Nasslack beschichten (ca. 25 μm - 40 μm)
coat insert profiles individually with wet paint
μm to 40 μm)
2. Ebene
Ix and and Iy Calculated Ix and and Iy Selected transom for facade Transom-1 = 2.36 = 16.50 Wx = 0.60 cm3 Transom-2 = 2.18 = 14.10 Wx = 0.25 cm
Selection
From the comparison of the calculated moment of inertia and moment of the transom is lower then the selected Schuco transom profile values thus the transom is safe for construction

Curtain wall systems

Elevation Plan 40 m wide 14 m wide Ground floor 3.4 m 3.1 m 3.1 m 3.1 m First floor Second floor Third floor Roof
Vertical Section detail Section detail- 3d
Louver detail Bracket detail Louver view

Attika detail 3D Attika detail

214 345 142 142 194 500 100 170 50 36 REF: TOP SLAB SCALE: 1: FACADE DETAIL 100 405 165 350 556 13 18 19 1 3 3 1 5 11 15 14 13 9 8 7 2 10 12 1 20 22 25 16 24 16 4 23 21 6 22 17 1. Hard insulation 2. Insert bracket 3. Sandwich panel 4. 50x80mm steel section 5. Insert profile 6. U facade bracket 7. Window frame 8. Angle section 9. Triple glazing 10. Gypsum board 11. False cieling 12. Thin insulation sheet 13. Floor finish 14. External insulation sheet 15. Wood support 16. Insulation 17. U-shape hat profile 18. Aluminium cladding 19. S-section clip 20. Z-section clip 21. 50x50mm steel section 22. U-shape bracket 23. Double l- section 24. Louver gear box 25. Perforated aluminium louver 2
ACP detail

Horizontal details & U-frame (U ) calculations

I conducted an analysis to determine the impact of using polyarnid as a thermal barrier and polyurethan as an insulator on the U-value calculation for frames and joints. The calculation was performed in accordance with the European standard EN 150 10077-2, which specifies that the glass must be replaced with a panel with a X=0,035 W/mk and the visible portion of the panel must be at least 190 mm

Vertical details & U-frame (U ) calculations

Figure on the left side show the Ψ value for combination of mullion and window frame with glass on both sides. Meanwhile, the fi gures at right side below shows how the isothermal in the construction.

However the fi gure shows that the lowest inner surface temperature is slightly under 10 °C (need to be aware of it, as condensation can happen here) in the connection of window frame and glass. More insulation material need to be added inside the window frame, or a change of the frame.

Interior Climate : +20 °C, 50% rel. humidity

Exterior Climate : -10 °C, 80% rel. humidity

Schuco Herford , Germany

also a rich in architecture history and famous for its modern and contemporary style.

of the project is inspired by Danish word Solar Kontor means passive offices space

Cloud Cover Categories

ABOU T

Oslo has challenges to Reduce CO2 emission by 2030, Keep global warming below 1.5 degrees Celsius to Improve the Air Quality Control over noise pollution and also Using the sustainable approach in construction method to reduce energy consumption.

Daily Chance of Precipitation

main task was to design a façade for an office building in Oslo in Norway. Which has required to consider the climatic condition of colder region, for example Oslo has longer day hour approx. 17 hour in a summer season and having direct sunlight issues. Which has inspire me to incorporate the passive heating aspects to the façade which helps to reduce energy consumption and also increase the comfort in indoor space

Project 04

Humidity Comfort Levels

CLIMATE ANALYSIS

Average High and Low Temperature

In Oslo, the summers are comfortable and partly cloudy and the winters are long, freezing, and mostly cloudy. Over the course of the year, the temperature typically varies from 19°F to 71°F and is rarely below 1°F or above 80°F.

Tourism Score

Climate analysis

word Solar Kontor means passive offices space.

In Oslo, the summers are comfortable and partly cloudy and the winters are long, freezing, and mostly cloudy. Over the course of the year, the temperature typically varies from 19°F to 71°F and is rarely below 1°F or above 80°F.

Cloud Cover Categories

a multi -ethnic city and its culture can be described as urban. Oslo is famous for its Museums and art heritage. Oslo has rich in architecture history and famous for its modern and contemporary style. has challenges to Reduce CO2 emission by 2030, Keep global warming below 1.5 degrees Celsius to Improve the Air Control over noise pollution and also Using the sustainable approach in construction method to reduce energy consumption.

Daily Chance of Precipitation

Humidity Comfort Levels

for an office building in Oslo in Norway. Which has required to consider the climatic Oslo has longer day hour approx. 17 hour in a summer season and having direct to incorporate the passive heating aspects to the façade which helps to reduce the comfort in indoor space.

CLIMATE ANALYSIS

Average High and Low Temperature

Design Concept

Solar chimney

can be described as urban. Oslo is famous for its Museums and art heritage. Oslo has famous for its modern and contemporary style.

Tourism Score

Oslo, the summers are comfortable and partly cloudy and the winters are long, freezing, and mostly cloudy. Over the of the year, the temperature typically varies from 19°F to 71°F and is rarely below 1°F or above 80

June 21 to Sep 20

emission by 2030, Keep global warming below 1.5 degrees Celsius to Improve the Air also Using the sustainable approach in construction method to reduce energy

Cloud Cover Categories

Daily Chance of Precipitation

Humidity Comfort Levels

ANALYSIS

Average High and Low Temperature

Facade for Office building in two climate zone -

and partly cloudy and the winters are long, freezing, and mostly cloudy. Over the typically varies from 19°F to 71°F and is rarely below 1°F or above 80°F.

Tourism Score

1. Hot climate,

2.Cold climate

Cold climate

Spring solar Summer solar

1. Oslo-Norway, Office

SUBMITTED BY - ABHINAY KUMAR

June 21 to

Summer solar

that

ABHINAY KUMAR

Sep21 to dec 20

Dec21 to march 20

Winter solar

The solar chimney is an ancient system used for passive heating and cooling in buildings. It involves a tall chimney coated with a material that has high thermal absorbency. During the day, the chimney absorbs heat energy from the sun, which heats up the air inside, causing it to rise and create a suction at the base of the chimney.

getting direct - perpendicular sunlight to 6000 having the maximum wind force from the envelop in terms of comforting office space.

SOLAR KONTOR

Dec21 to march 20

Fall solar Winter solar

Solar chimney incoroporating in Facade

illustrates facing a south direction where it is getting direct - perpendicular sunlight radiation on building. The façade is having the maximum wind force from the facade correspond with these climatic issues in of comforting office

Dec21 to march 20

above solar analysis illustrates that Building is facing a south getting directsouth and having approx. 3000 to 6000 lux radiation on building having the maximum southwest direction. So the facade envelop should correspond in terms of comforting

The design of a façade for an office building in Oslo, Norway, was a challenging task. The region is known for its colder climate, with longer day hours in the summer season and direct sunlight exposure. To address these issues, I decided to integrate passive heating elements into the façade design.

SOLAR KONTOR

20 Sep21 to dec 20

Dec21 to march 20

Fall solar Winter solar

The use of passive heating elements in the façade is a sustainable and energy-efficient solution that helps reduce energy consumption. By capturing and utilizing the heat from the sun, the building can maintain a comfortable indoor temperature, reducing the need for additional heating. This not only saves energy, but it also contributes to a more pleasant and comfortable indoor environment.

SOLAR KONTOR

The solar analysis shows that the building faces the south direction, receiving direct, perpendicular sunlight from the south, with approximately 3000 to 6000 lux radiation on the building. The façade is exposed to the maximum wind force from the southwest direction. Thus, the façade design must address these climatic conditions in order to provide a comfortable office space.

Building is facing a south direction where it is getting direct - perpendicular sunlight 6000 lux radiation on building. The façade is having the maximum wind force from the envelop should correspond with these climatic issues in terms of comforting office space.

S5
ABHINAY KUMAR
INTRODUCTION
INTRODUCTION
Sep
June 21 to Sep 20 Summer solar Sep21 to dec 20 Fall solar Dec21 to march 20 Winter solar March 20 to June 21

Solar chimney

Simulation

3 1 2 8 10 17 9 4 5 6 11 12 16 13 7 14 15
1. Operable louvers 2. Sun rays 3. Glass 4. Black painted metal sheet 5. Aluminium sheet 6. Hot air 7. L section support to sheet 8. Aluminium roof cladding 9. Sandwich panel 10. Insulation 11. Duct insulation 12. Insert section 13. Ventilation duct 14. Insulation 15. Concrete structure 16. Gypsum ceiling 17. Window frame The design of the solar box typically includes a glazed cover on top to capture solar radiation and a dark colored matal sheet to absorb heat. Inside the box, a black mesh is placed to increase the surface area of heat transfer. The heated air is then distributed into the building through ducts or vents to regulate the internal temperature and humidity levels Above illustrated simulation has conditioned to have 10 °C for indoor and outdoor environment. The finished result shows that the adding Solar collector is increased the indoor temperature up to 24 °C to 26 °C

1. Hard insulation

2. Insert bracket (To support sliding window)

3. Sandwich panel

4. 50x80mm steel section

5. Insert profile

6. U facade bracket

7. Window frame

8. Angle section

9. Triple glazing

10. Insulation

11. False cieling

12. Water protection membrane

13. Floor finish

14. External insulation sheet

15. Wood support

16. Aluminium cladding

17. T- MS section frame

18. 50x100mm steel section

19. L-shape bracket

20. Sliding folding window

21. Chimney duct

22. Insulation over layer

23. Mortice round offset hinge

24. 50x50mm steel section

25. Glass Railing

26. Water Drainage from facade

27. Stone claddding

28. Catwalk platfoem

29. Air Inlet/Outlet

30. Pivot set

Facade Detail 2 12 13 3 20 21 8 11 10 7 9 30 23 1 5 6 1 14 15 16 16 22 29 18 17 19 A
C B A D

Facade Detail

1. Hard insulation

2. Insert bracket (To support sliding window)

3. Sandwich panel

4. 50x80mm steel section

5. Insert profile

6. U facade bracket

7. Window frame

8. Angle section

9. Triple glazing

10. Insulation

11. False cieling

12. Water protection membrane

13. Floor finish

14. External insulation sheet

15. Wood support

16. Aluminium cladding

17. T- MS section frame

18. 50x100mm steel section

19. L-shape bracket

20. Sliding folding window

21. Chimney duct

22. Insulation over layer

23. Mortice round offset hinge

24. 50x50mm steel section

25. Glass Railing

26. Water Drainage from facade

27. Stone claddding

28. Catwalk platfoem

29. Air Inlet/Outlet

30. Pivot set

26 2 28 24 13 3 18 21 21 7 9 30 25 5 6 22 27 B C
C
A D
B

Facade Detail

1. Hard insulation

2. Insert bracket (To support sliding window)

3. Sandwich panel

4. 50x80mm steel section

5. Insert profile

6. U facade bracket

7. Window frame

8. Angle section

9. Triple glazing

10. Insulation

11. False cieling

12. Water protection membrane

13. Floor finish

14. External insulation sheet

15. Wood support

16. Aluminium cladding

17. T- MS section frame

18. 50x100mm steel section

19. L-shape bracket

20. Sliding folding window

21. Chimney duct

22. Insulation over layer

23. Mortice round offset hinge

24. 50x50mm steel section

25. Glass Railing

26. Water Drainage from facade

27. Stone claddding

28. Catwalk platfoem

29. Air Inlet/Outlet

30. Pivot set

A C D B
C B A D
Ground
Connecting duct through facade Panel to ceiling
floor detail
Facade window panel detail Facade Ceiling detail

Solar chimney

3 1 2 8 10 9 4 5 6 11 12 13 7 14 15 8
8. Insulation 9. Duct
10.
11. Ventilation
12. Insulation 13. Concrete
14.
15.
1. Glass 2. Black painted metal sheet 3. Aluminium sheet 4. Hot air 5. L section support to sheet 6. Aluminium roof cladding 7. Sandwich panel
insulation
Insert section
duct
structure
Mullion
Transom
1. Triple glazing 2. Window frame 3. Sandwich panel 4. Wooden flooring 5. Ceiling wooden partition to avoid cold bridge 6. Solar duct (for hot air vetilation) 7. Gypsum ceiling 8. Indulation on duct 9. Metal frame structure 10. U Channel for glass handrail 11. Glass handrail panel 12. Support bracket for sliding-folding panel 13. Sliding folding panel 14. Insulation 15. Cat walk 16. Water drainage for facade 17. Solar chimney 3 14 15 4 1 2 3 5 6 16 7
Office building in Oslo, Norway,

Project 05

Hot climate

London , City pride -Skyscraper

The task of designing a facade for a skyscraper in London, UK presents several challenges, such as coping with the dense population and pollution of the city, as well as high winds and traffic. Additionally, energy issues must be taken into account. Therefore, the design should strive to adapt to the local environmental conditions and provide a solution for cooling the indoor space without depending on active energy sources.

Climate analysis

London has a mild, temperate maritime climate with cool summers and mild winters. January averages around 6°C (43°F) and July around 19°C (66°F). Rainfall is evenly distributed, with October and November being the wettest months. Occasional heatwaves, fog, and smog occur. Air pollution is a growing concern for residents and policymakers.

Design concept

For the London facade design project, passive cooling strategies are necessary to reduce wind pressure and improve energy efficiency. A solar box in the building facade can help regulate indoor temperature and humidity levels using renewable energy. Green roofs or walls can also be incorporated to enhance the building’s sustainability.

S6 London , City pride -Skyscraper

Solar Analysis

After conducting a solar analysis on the glass facade of the building, it was found that it receives approximately 1 kWh/ m² of solar energy. In contrast, the framed facade structure was determined to have no solar characteristics.

Wind tunnel - Pressure on facade

Solar Analysis -Radiation on floor

The solar analysis of the building’s facade showed that the glass facade receives approximately 6000 lux of solar energy, particularly on its southern side. This information helps determine the necessary glass openings on each side of the building to achieve adequate daylight illumination.

Wind tunnel - Velocity on facade

Solar Analysis- Illumineance

Facade Apporoch

wind pressure Suction and Deflection

Based on the wind analysis, the south and west facades are subjected to high wind pressure, resulting in deflation. This, in turn, creates a suction force on the north and east facades.

Facade module devlopment

It is crucial to develop a design module that considers both solar radiation and high wind pressure on the building facade. Such a design would enable the building to receive the required sunlight and allow for the opening of windows on the upper floors despite the high wind loads.

Wind flow simulation trough module

Module To block sun /Wind flow

To Divert Wind flow

The design of the facade module includes inclinations of 35° and 45° to ensure a smooth flow of wind and enable the opening of the facade to the outer environment. This approach aims to optimize the building’s natural ventilation system while maintaining a comfortable indoor environment.

The simulation results indicate that the facade module inclined at 30° has a smoother transition of air compared to the 45° inclined facade. The 30° inclination also creates a lower wind velocity in the adjacent facade ranging from 0 m/s to 14 m/s. However, as we move higher, the wind speed increases, necessitating a reduction in the size of the facade openings to maintain a comfortable indoor environment

Floor plan

Facade concept

During winter, a solar box is designed with a glazed cover on the top to capture solar radiation and an operable dark-colored blind to absorb heat. The blind is located inside the box to increase the surface area for heat transfer. Once the air inside the box is heated, it is distributed into the building through vents to regulate the internal temperature and humidity levels.

Summer

During the summer season, the vents of the solar box are opened to allow the heated air to flow out, creating an air flow through the vents from the internal environment to the outer climate. This helps in regulating the internal temperature and humidity levels. Summer

The simulation results indicate that incorporating a Solar facade box resulted in an increase in indoor temperatures from passive heating methods, with temperatures reaching between 24°C to 26°C.

box vent Closed Winter Situation Sun rays Closed Open Open Oprable Dark color blinds box vent box vent box vent Summer Situation Sun rays Closed Open Open Oprable Dark color blinds
Winter
Simulation

Facade Section detail

1.

Facade Details Plan

1 2 1 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 4 19
C
Section
Cover cap 2. Gasket 3. Thermal insulation 4. Transom
15.
17.
18.
19.
5. Bracket for hanging panel 6. Glazing shim 7. Thermal insulation 8. Gasket
9. Transom 10. U Shape Bracket 11. Thermal insulation 12. Glass 13. Aluminium sheet 14. Insulation
Aluminium sheet 16. Cover cap
Spacer
Pressure plate
Ceiling 20. 5/4/6 Triple glazing

Legends

1. Snadwich panel

2. Transom

3. Opnable louver

4. Sandwich panel

5. Window frame

6. Glass

7. Flooring

8. Unitized frame

9. Concrete structure

10. Gypsume ceiling

11. Insulation

12. Transom

13. Outer glass

14. Transom frame

15. Outer sandwhich panel

16. Insulation

17. Corner frame

18. Outer glass

19. Exhoust vent (behind glass)

20. Exhoust duct

21. Outher frame of unitzed facade

22. Bracket for hanging panel

23. Metal frame to support panel

24. Bracket for metal frame

25. Bracket for unitized facade panel

Unitized facade panel

The left side view is a sectional or exploded view of a unitized facade system that includes a double-skin solar facade. The solar facade uses the solar chimney effect to capture solar heat and warm the building in winter. The system typically consists of an outer layer of glazing, a ventilated cavity, and an inner layer of cladding. The temperature difference between the outer and inner layers of the facade creates a natural ventilation system that circulates air and captures solar heat. The sectional or exploded view would show how the different components of the facade system are connected and how they work together to create the desired effect.

1 2 3 4 5 6 1 3 7 8 9 10 11 12 15 17 4 20 19 18 21 22 7 24 9 25 10 23 16 14 13
London , City pride -Skyscraper
Unitized facade panel detail

Th Thesis 05

Thesis - Eva-Co Facade

Location - New Delhi, the wet season is hot, oppressive, and partly cloudy and the dry season is warm and mostly clear.

EVA-Co Concept - The dissertation ‘Eva-Co Facade is an Integration of Evaporative Cooling Strategies into Building Envelopes’ aims to highlight the advantages and disadvantages of incorporating evaporative cooling systems into facades to encourage the development of climate-friendly architectural materials for office buildings that are self-contained alternatives to traditional air conditioning systems.

However the dissertation is discussed in the context of its social and scientific importance to bring new information to fill scientific gaps in the area, but most significantly to encourage the use of environmental friendly technology driven by renewable energy in the built environment. (A+BE 2018)

Air conditioning of incoming air

3d Geometry development in comsol

Dimensions of 3D panel (2500 mm long X 1000 mm wide X 150 mm deep)

3d geometry Preparation in COMSOL Multi physics

Comsol multiphysics- Simulation

Two, three, and four-pipe systems of cooling (Jan Cremers 2016, 203)

Prototype concept

This method is divided into two parts. The first process is sizing and conceptualizing the facade cooling panel depending on evaporative cooling study results. The second step is to obtain data from the COMSOL multi-physics program to verify the hypothesis. starting with COMSOL for concept modeling and creating a COMSOL mesh for model volume settings, identifying inlets and outlets, and finishing with applying heat transfer and boundary condition integration

Simulation setup in COMSOL Multi physics

The Heat Exchange Module in this simulation includes bidirectional heat transfer and non-isothermal flow effects. Forced convection is used to mimic both laminar and turbulent flow. Pressure work and viscous dissipation are triggered in the force convection model to impact temperature distribution. Turbulence represented using Reynolds-averaged Navier-Stokes (RANS) models such as the k-, low-Reynolds k-, algebraic y Plus, or LVEL turbulence models. When used in conjunction with the CFD Module, the realizable k-, k-, shear stress transport (SST), v2f, and Spalart-Allmaras turbulence models are accessible. Depending on the flow model, the temperature change at the fluid-solid-fluid interface is automatically handled utilizing continuity, wall functions, or automated wall treatment.

input air output air Output water input water
Section

Evaporative cooling evaluation –

Façade integration

Interior Temperature of Panel in comparison to the atmospheric temperature Water has a constant temperature and gains heat via heat exchange with air. The temperature of the air gradually decreases from 34 ° C to 14 ° C.

Streamline flow of water and air

This simulation shows that the streamline velocity of air is higher as compared to water, and that air has greater space to exchange temperature in the heat exchanger module.

Indoor office cooling simulations- Simscale

The simulation has been set up to analyze the whole thermal comfort evaluation in a conference room using CFD simulation, which includes models for convective heat transfer, radiative heat transfer, and air aging the idea is to analyse required thermal comfort condition which will later fulfill by eva-co-facade system.

Hot Air exhust from paltier system Outdoor air mixed with indoor air PVC panel on Facade Sun rays Indirect Cool air from panel Indoor air Eva co cooling panel, horizontal integration Sun rays Hot Air exhust from paltier system Outdoor air mixed with indoor air PVC panel on Facade Indirect Cool air from panel Indoor air
co cooling panel, and vertical integration
Facade integration
Eva
CERAMIC DIRECT HEAT EXCHANGER THERMOELECTRIC HEAT EXCHANGER MODULE WATER COOLING PROCESS COLD WATER HEAT ABSORBED BY WATER AIR FROM OUTDOOR MIXING AIR ROOM COOL/HUMID AIR EXHUST AIR FROM ROOM COOL AIR INDIRECT HEAT EXCHANER C B A D Prototype panel cooling
digram of Eva co cooling procedure
Schematic

Physical -Prototype

2 1 3 4 4 5 5 6 6 7 8 7
Top
water
water inlet connection Side elevation Aluminium tube
Prototype Physical model
Box -
inlet
connection to bottom water storage Eva co Panel construction

Prototype thermoelectric module (Peltier cooling)

Conclusion

The Prototype has a dry and wet channel. The primary (supply) air flows through the outside of pipes and the secondary cool water (supply) flows through the pipes simultaneously in the opposite direction. which is often reduce dry bulb temperature of pipes up yo 1.7 to 2.2 deg C. The secondary water absorbs the sensible heat from primary air and cools down the supply air without adding humidity. The wet bulb effectiveness of evaporative cooling system is up to 40 - 80 %. the sensible heat of water is absorbed by the thermoelectric module and reduce the dry bulb temperature up to 14°C to 18 °C.

As a result, thermoelectric module produces sensible heat which again reduced by direct evaporative ceramic module, thus if evaporative system is proper insulated, it can deliverer dry air up to 19°C to 24 °C. to indoor environment without adding humidity.

therefore the the integrated facade panel runs on PV panels that allows to save energy throughout year except winters seasons. (Dr. John R.wattet al )

Modification

As the developed prototype is big in size and also complex to incorporate into the facade system, it can only have the possibility of being built with a brick wall. Therefore, the prototype can blend because of the thickness corresponding to the brick wall depth. Also, design modification is required to maximize its efficiency while minimizing the size of the panel to allow the possibility of integration with modern facade systems

Upgraded Panel

Prototype -Peltier cooling

The Peltier module was successfully tested on 31°C water, as seen above, and the water temperature was reduced to 14°C in 8 minutes. This cooled water is then used in an evaporative cooling panel.

Prototype- panel cooling

The prototype was successfully tasted at an indoor ambient temperature of 31°C, as seen above, and the room temperature is decrease up to 27°C in 10 minutes duration.

Peltier cooling module prototype Eva co cooling panel, horizontal and vertical

Facade integrated Panel

PV PANEL

PV PANEL REDUCED ENERGY COST UP TO 80 % THROUGHT THE YEAR

INDOOR

Figure 39 Eva co cooling panel, Facade integration (author) Figure 41 Eva co cooling panel, Horizontal View (author)
INDOOR
AIR INPUT COOL AIR OUTPUT
INTEGRATED
INTEGRATED
EVA CO INTEGRATED FACADE PANEL
AIR
Figure 40 Eva co cooling panel, Horizontal panel detail (author)
FROM OUTDOOR
WATER
DIRECT HEAT EXCHANGER HEAT EXCHANGER 12 V FAN 12MM PVC PIPE FOR WATER DISTRIBUTION PVC PARTITION
PELTIER WATER COOLING MODULE
12
V SUMP PUMP
STORAIR FLOW THROUGH HEAT EXCHANGER

architect.abhinay@gmail.com

ABHINAY KUMAR / ACADEMIC
M.Engg
B.Arch /
Thank you

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