Architecture Portfolio - Harshit Gambhir

Page 1

Portfolio

Harshit Gambhir 2017 - 2024


hello,

I am Harshit Gambhir, an architecture graduate from MBS School of Planning and Architecture, Delhi. I am a firm believer in the principle of “function follows form”. It never ceases to amaze me how, as designers, we have the ability to shape buildings into diverse forms and yet they are purely constructible. Enthusiasm for unconventional structures and its components comes along with the interest in detailed depth of it. I am wholeheartedly committed to translating this passion into a fulfilling career as an Architect, where I can continue to push the boundaries of design and construction, creating innovative and functional spaces that inspire and enrich lives. E : harshitgambhir0404@gmail.com M : +91-8130517305 L : linkedin.com/in/harshit-gambhir-b5170320b/


education

HIGHER EDUCATION 2014 - 2016

KIIT World School

BACHELORS OF ARCHITECTURE 2017 - 2022 MBS School Of Planning And Architecture

work experience

Pitampura, Delhi

Dwarka, Delhi

ARCHITECTURAL INTERN August, 2020 Core Space and Design • Worked on architecture drawings, 3D models and their renders for various residential projects

Rohini, Delhi

ARCHITECTURAL INTERN July, 2021 - April, 2022 Novarch Consultants • Worked on multiple projects including smart city development, factories and amenities • Created various architecture, structure and services drawings • Demonstrated proficiency in utilizing different design software’s

CR Park, Delhi

ARCHITECT August, 2022 - October, 2022 ArchBOX Studios • Worked collaboratively with US Architecture firms on industrial projects • Participated in a BIM working environment

Andheri, Mumbai

ARCHITECT January, 2023 - February, 2024 ANA Design Studio • Worked on infrastructure, industrial and commercial projects • Created detailed architecture drawings and 3D models using various software’s to communicate design effectively • Collaborated closely with multidisciplinary teams like MEP and structure to deliver architectural designs that seamlessly integrated functionality and aesthetics.

personal skills

Possessing a creative mindset, I specialize in problem-solving and research, seamlessly blending an eye for detail with strong analytics skills. Through effective time management, I navigate tasks with finesse, ensuring a balance between creativity and perfection

software skills

Autodesk Revit, Autodesk AutoCAD, SketchUp, Rhino + Grasshopper, Lumion, V-Ray, Enscape, Adobe Photoshop, Adobe Indesign, Adobe Premiere Pro, Microsoft Office

Jasola, Delhi


contents


academic : 01

International Cricket Stadium Ghaziabad

professional : 02

Chandigarh Railway Station

03

Dinamic Oil Factory - Admin Block

04

GIC Auditorium & Incubation Centre

Chandigarh

MET, Jhjjhar

Bareilly

miscellaneous work: 05

Portable Library

06

Tensegrity Structures

07

Arch - Viz

Competition

Research

Interiors


01

INTERNATIONAL CRICKET STADIUM Ghaziabad, Uttar Pradesh

INDIA has always been a sports crazy nation and is home to a diverse population playing many different sports across the country - but deep down, cricket is still the religion which possesses India’s heart. Cricket is a sport that unites the nation within India. The design brief deals with idea to develop a state-of-the-art cricket stadium with best in class infrastructure and sporting facilities in Ghaziabad district of Uttar Pradesh. Site Area - 1,33,546 sq. M FAR - 1 Height Restrictions - 60m Seating Capacity - 75,000



Site Plan

15 10

1

7 1

1

9 legend:

1. General Public Entry Gates 2. Players/Admin/ VVIP Entry 3. VIP/Corporate Box Owners/ Sports Lounge Entry 4. Special Emergency Vehicular Entry 5. Emergency Vehicular Parking 6. Ticket Counters 7. Media Entry 8. Ramps to Basement 9. External Concourse 10. Staircase to Podium 11. ETFE Roofing 12. Viewing Stands 13. Playing Field 14. Pitch 15. Sub-Station

N

9

1 1

10

5

1

14

1

10

13 12

6

11

9

1 8

10 9 6 1

8 2

1 3

8

4

8


ETFE Roof Membrane

Building Envelope

Concrete Panels Steel Trusses Upper Tier Middle Tier Lower Tier

Structural Truss System

Spectators Terracing

Access from Outer Concourse to Inner Concourse

Podium

Playing Field

The Site

Ground Floor

Vertical Isometric Blow-up


Form Development

Construction of curves that envelopes the structure and governs the design

Site Section

Developing a single surface that lofts through the construction curves to form the envelope

Modulation of the surfaces to create variation and break the monotony


Ground Level Plan Broadcasting Station

General Spectators Entry (From Basement)

Admin/Officials Entry

Players Entry

Hall of Fame VIP’s Entry Restaurant

legend:

Outside Stadium Outer Concourse Area Inner Concourse Area Spectators Stands

Sports Lounge/ Corporate Box Entry Kitchen


Lower Concourse Plan

Upper Concourse Plan

legend:

Podium Area Inner Concourse Area Spectators Stands Washrooms Staircase Leading to Top Tier Internal Lifts/Staitcase Lobby Royal Box Dressing Room Store/Medical Room F&B Shops

Elevation


3rd Tier General Spectators

Upper Concourse

2nd Tier General Spectators

Lower Concourse

1st Tier General Spectators

3rd Tier General Spectators

Upper Concourse

2nd Tier - i) Sports Lounge ii) Corporate Boxes

Lower Concourse

1st Tier General Spectators

Basement Basement

Basement Basement

Schematic Section - A

Schematic Section - C

3rd Tier General Spectators

Upper Concourse

2nd Tier - i) General Spectators ii) General Spectators

Lower Concourse

1st Tier General Spectators

Basement Basement

Schematic Section - B

Elevation

3rd Tier General Spectators

Upper Concourse

2nd Tier - i) VIP’s/Family ii) Officials/Media

Lower Concourse

1st Tier - i) Royal Box ii) Membership

Basement Basement

Schematic Section - D


Truss Details 150mm Ø secondary steel tube

A’

300mm Ø primary steel tube

B’

branching main column main pinned joint connected to RCC column 25mm thick gusset plate

A’

B’

150mm Ø secondary steel tube part of 200mm Ø tube welded to primary tube and to the gusset plate

0.2mm thick ETFE Air-Filled Sheeting

150mm Ø steel tube connected by a pinned joint

I-steel section (100mmx50mx7mm)

25mm thick gusset plate

aluminium profile

C - steel section (150mmx150mmx10mm)

50mm thick pre-fab concrete panels

150mm Ø steel tube connected by a pinned joint

Box - section (300mmx 200mm x 10mm)

25mm thick gusset plate

D’

C’

300mm Ø primary steel tube

I-steel section (200mmx50mx10mm)

C’

D’

150mm Ø steel tube connected by a pinned joint

25mm thick gusset plate Box - section (150mmx150mm x6mm) C - steel section (150mmx150mmx10mm) main column



02

CHANDIGARH RAILWAY STATION Chandigarh

The recent introduction of the Amrit Bharat Station Scheme aims to enhance and modernize railway stations throughout the Indian Railways network. The scheme currently intends to upgrade and modernize a total of 1275 stations across the Indian Railway system. In light of the new rail link between Chandigarh and Ludhiana, the station is anticipated to experience significant development in both commuter and long-distance traffic. The core idea behind the Redevelopment of Chandigarh Railway Station is to revitalize the circulation and develop a modular railway station with expanded public facilities, providing the travelers with hassle-free and seamless experience and at the same time utilizing the unmatched commercial potential of the underutilized railway land. Site Area - 1,92,476 sq. M Station Building Built-Up Area - 18,730 sq. M Concourse and FOB Area - 12,216 sq. M



Ground Floor Plan - Station Building

Isometric View

Isometric View


Concourse Floor Plan - Station Building

Isometric View

Isometric View



Front Elevation

Side Elevation


Mock-Up Details



03

DINAMIC OIL FACTORY Jhajjar, Haryana

Dinamic Oil, established in 1970, is an Italian manufacturer of hoisting winches and planetary gearboxes. With 45 years of experience constantly improved by research and development, they have adopted a “flexible thinking” approach that offer customized solutions for industrial applications and mobile machines. Site Area - 18,891 sq. M Admin Ground Floor Area - 525 sq. M Admin Mezzanine : 1 Area - 477 sq. M Admin Mezzanine : 2 Area - 460 sq. M



Ground Floor Layout - Admin Block


Mezzanine - 1 Layout - Admin Block



Flooring Layouts - Admin Block


Office - Interior Layouts



04

GIC AUDITORIUM & INCUBATION CENTRE Bareilly, Uttar Pradesh

A Bareilly Smart City Initiative, where the redevelopment will affect a replacement of the existing built-up environment and enable co-creation of a new layout with enhanced infrastructure using mixed land use and increased density. Redevelopment envisages an area of more than 50 acres. The aim of the project is to set up incubation for promoting entrepreneurship in colleges and the youth of the city that would trigger and enable successful growth of sustainable start-ups in every sector of business and help curb the outward migration. To facilitate the entrepreneurs and young students there will be an Incubation centre which will help students for the entrepreneurship skills and a 400 seater Auditorium for the related events Site Area - 10,980 sq. M Ground Floor Area - 3,490 sq. M First Floor Area - 2,140 sq. M Basement Area - 4,030 sq. M Total Built-Up Area - 9,660 sq. M



Site Plan


Front Elevation

Side Elevation

Rear Elevation


Ground Floor Plan


HVAC Layout Plan

Fire Sprinklers Layout Plan


miscellaneous work



05

Portable Library

BeeBreeders - Competition We have lost the essence of being with nature, there was time when school classes were held under a banyan tree, which provided the teachers and students relief from the harsh sun in hot climate. There are infinite ways in which Nature creates life and preserves it. The tree which not only provides sustenance and shade to us but also adds color to oue environment is truly one of the most precious gifts of Nature.


Section

Plan


tree

spiral bind ring

Growing to a considerable height

A ring on top binds the structural frame like pages in a book.

impression

An aura around trees formed by foliage

book leaves

The frame wraps around the tree.

void

Providing fluid movement insode

envelope fissures

Openings to let in people and let out information

A wraper with seating and book shelves.

stack

Shelves provided to store books while making it accessible from inside as well as outside.

flow

An un-obstructed pedestrian flux.

storage/seating

A raised platform provided for readers to sit.

spaces

Space for readers to gain knowledge

spaces

Space for boks

chabutra

Seating provided around the tree trunk

base plate

It is the base that has grooves which hold the structural leaves in place and provides the track required for closing mechanism.


Fully Collapsed

Partially Collapsed

Panned Out


06

Research - Tensegrity

To study the compatibility of tensegrity structures for an enclosed habitable space/s. Tensegrities are the relaionship between compressed and tension elements that together form a system. The compression elements (struts) are arranged so that they do not touch each other due to the tension imposed by the cables, created by the elements under tension that surround them. This type of configuration, which imposes an almost mysterious lightness on the whole, is also perceived in the structure of atoms, in the DNA spiral, and in the relationship between bones and muscles.


Physical Modelling :

6 - Strut Tensegrity Module : “N12 - S6 - C24 - R - SS” Number of nodes (n) - 12 Number of struts (S) - 6 Number of tensile components (C) - 24 Regular System Spherical system (homeomorphic system)

Digital Modelling :

A-type configuration

B-type configuration

In A-type configuration, two points are from a single pair which are on one side, where as the third point is from any other compression member pair (perpendicular to the first pair and on either side of it) In B-type configuration, as shown in figure below, all three points are from three different pairs and are adjacent to each other.

Analysis :

Assigning the physical materialistic properties or the struts and cables, their diameter, three anchor points and the three load points on the module. And then deformation displacement is checksd after load is applied.

Conclusion :

With the help of experimental analysis, I conclude that the chosen 6-strut tensegrity structure is more stable in a A-TYPE placement (in which structure rests on - two points are from a single pair which are on one side, whereas the third point is from any other compression member pair perpendicular to the first pair) than B - TYPE placement irrspective of the material chosen. This result is totally opposite to what was expected by doing physical model analysis.





Thesis - Walkthrough

Urban Design - Walkthrough


Harshit Gambhir

+91 - 8130517305 harshitgambhir0404@gmail.com


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