UG_ARCHITECTURE_PORTFOLIO by Tejashwini Gaonkar

A RC H I T ECT U RA L PORT FO L I O Tejashwini Gaonkar KLE Technological University

Education 2016

10th grade

2018

12th grade

2018-

B.Arch | KLE

Achievem 2019 2020 2020

Reubens Tro Annual NASA Landscape

Events & C 2019 2019

Zonal NASA Anaagata T

Language

Tejashwini Gaonkar tejugaonkar8338@gmail.com +91 9482227010 at. Gaonkarwada, Amadalli, Karwar(U,K) Karnataka 8th March 2000 https://www.linkedin.com/in/tejashwini-gaonkar-3b4b73226

A curious, creative and vivid imaginative person currently in 4th year seeking for architectural intern in a firm. I’m a young and creative person with a optimistic approach towards my work and life in general. Architecture shaped my thoughts about creating spaces and experience, I would like to work in an environment that offers me lots of opportunities to grow and expand my knowledge and skillset and be part of a constant learning to enhance my professionalism.

English Hindi Kannada Konkani

Manual sk

Hand rende Sketching Painting Drafting Model makin

n | St. Michaels Convent High School, Karwar, Karnataka | Govt. Arts and Science College, Karwar, Karnataka Technological University, Hubli, Karnataka

ments & competitions

ophy A design trophy trophy

Convention

Convention at Vijaywada Talk series at Banglore

e Proficiency

Interests Reading Live sketching Documenting Travelling

kills Software skills

ering

AutoCad 2D

Sketchup

Revit

Digital drafting

Modelling

Design &Modelling

Indeign

Photoshop

Lumion

composing

Rendering

Post processing

V-ray Visualization

Microsoft tools Documenting &presentation

CONTENTS

The portfolio is a collection of selected projec undergraduate program (2018 - 2021) in KLE T

A RC H I T ECT U RA L

PORT FO L I O Tejashwini Gaonkar

cts from my ongoing Tech University.

Zostel

Mass Housing

Working Drawing

Dissertation

Ethnography

Building Construction

Interior design

Competition

Miscelleneous

Youth hostel in Jaipur | SEM 4

Slum rehabitat in Hubballi | SEM 6

Residence | SEM 5

Streetscape social connecting city life | SEM7

Photography documentation of Amadalli village | SEM 6

and Material Study | SEM 5, 6, 7

Auditorium, group assignment | SEM 6

NASA, ANDC & Landscape trophy

Sketching & Photography

01 ZOSTEL OBJECTIVE

Building addresses one size fits all kind of backpacker”s hostel chiain in India Here the dorms are shared with strangers who will soon become friends. Proposed centre for Youth at Jaipur

01 ZOSTEL Jaipur situated in Jaipur district in eastern part of Rajasthan, it has hot semi-arid climate. Site area : 3621 sqm

MASTER PLAN

SITE PLAN

SECTION @AA’

Jali any view Bra upp also

FIRST FLOOR PLAN

GROUND FLOOR PLAN

Courtyard holds activities with circumferential verandah and aid in light and ventilation and is ment to be work related interaction

6BED DORMD

CAFETERIA

LOCKER ROOM

8BED DORMS

GYM

4BED DORMS 4BED DORMS

janitor room

Library

SECTION @BB’

is helped those sitting behind can catch y possible breeze, as well as to glimpse the ws. acketed access balconies and overhanging per stories not only maximized space, but o provides welcome shading

janitor room

SECOND FLOOR PLAN

02 AFFORDABLE HOUSING

OBEJECTIVE

To explore the design of building addressing the socio-cultureal & economic needs of contemporary urban society Proposed site for Slum Rehabitation for Hosur, Hubli

02 AFFORDABLE HOUSING The common amenities include a health care centre, primary school, worship area, play area, shopping complex Total area : 8792 sq.m

SITE PLAN

To facilita door and are locat sides of b openings

MASTER PLAN

SECTION @AA’

ate cross ventilation, d window openings ted on opposite building with large s facing up.

02 MASS HOUSING LIG - 1 BHK Per unit area: 65 sq m Per cluster area :610sqm Total no of units : 72 Total number of cluster block :2

MIG - 2 BHK Per unit area: 57 sq m Per cluster area :320sqm Total no of units : 48 Total number of cluster block: 2

The images are visualisation of the interiors of the complex. Each unit was carefully designed to ensure privacy cross-ventilation, natural lighting and wonderful views The main differeces between LIG, MIG and HIG apartments can be seen in the use of materials and size of the rooms

HIG - 2 BHK Per unit area : 73 sq m Per cluster area: 390sqm Total no of units: 72 Total number of cluster block : 3

Toilet

Storage

Bathroom Bedroom

Kitchen Entrance lobby

Dining Living room Balcony Bathroom Toilet Bedroom

Bedroom

Balcony

Living room

Storage

Kitchen Dining Dining

Kitchen Storage Common wc Master Bedroom

Living room

Master Bedroom Balcony

Balcony

Bedroom

03 WORKING DRAWING

Housing Projrct - Ramkrishna Nilaya Low rise buildng - Karwar 0.3 0.45

C1,C2,C4,C5,C9,C11, C12,C13,C14,C15

0.3 0.3

C16,C17,C22,C23

0.45 0.3

C3,C6,C7,C8,C10, C18,C19,C20,C21

1.2

C16,C17,C22,C23

SQUARE FOOTING

1.35

1.2

1.35

C3,C6,C7,C8,C10, C18,C19,C20,C21

C1,C2,C4,C5,C9,C11, C12,C13,C14,C15

0.45

RECTANGULAR FOOTING PLINTH BEAM

STIRRUPS 8MM DIA

0.45

DISTRIBUTION BARS 12MM DIA MAIN BARS 16MM DIA 0.1M PCC

1.35 1.35

0.3M WALL

0.45 0.3

1.2

PLINTH BEAM

GROUND LEVEL

SSM

0.8M

MAIN WALL EXECUTION DEITAIL

RECTANGULAR FOOTING DETAIL

3.4

C17

C18 1.35 8,18

F4 COMBINED FOOTING

1.2

wooden planks on riser and treads

rcc stairs

1,5

BALUSTRADE

1,5

RISER AND TREAD

PLAN OF STAIRCASE

DOOR DETAILS :

WINDOW DETAILS :

PLAN

SECTION AA

PLAN

PLAN PLAN

W1 SINGLE HUNG

2,1

2,25

FIXED WINDOW

1,5

2,5

FIXED WINDOW (BESIDE STAIRCASE)

PLAN

0,75

BEDROOM DOOR

TOILET DOOR

SLIDING DOOR

ENTRANCE DOOR ( DOUBLE SWING )

3 W4 DOUBLE SLIDER

7 W5 DOUBLE SLIDER

GUTTER

FRONT ELEVATION 80X80 MS PIPE VERTICAL POST

SLOPE

EXISTING TIE ANGLE 50X50 FOR ROOF SHEET FIXING

12 mm GYPSUM SHEET

FIXED GLASS WINDOW

PART LAYOUT OF CEILING SKYLIGHT

bedroom 6x5

50X50 ANGLE GUSSET PLATE FOR ROOF FIXING

12mm WATERPROOF SHEET

80X80MS PIPE dining 8.5x5

central garden

FIXED GLASS WINDOW

50X50 ANGLE FOR FIXING ROOF SHEET

GYPSUM SHEET

FFL

SECTION BB

SECTION OF SKYLIGHT

A deck 3x3.35

sitout 7x2.5

walk in closet 5x3

bedroom 6x5

toilet 3.5x2

dining 8.5x5

utility 4.3x3

toilet 2.8x4.3

central garden

kitchen 5x4.3

living room 5.4x9

verandah 4x5

pooja 2x2

bedroom 6x5

entrance porch

FFL TV room 6x4 entrance

SECTION AA

garden

parking

A KEY PLAN

5 1

HOT WATER PIPE

SOLAR WATER HEATER

COLD WATER PIPE

OVERHEAD TANK

SEPTIC TANK

SUMP

NANI TRAP

terrace garden lounge

bedroom walk in closet

GREY WATER PIPE

bedroom

dining

SOIL PIPE

toilet

2,5

toilet

sink SYMBOLS

kitchen

bedroom

toilet

DETAILS

SWITCHED WALL SOCKET WHERE 'n' REPRESENTS NO. OF SOCKETS

bath tub

tap

6amp SOCKET

nahni trap

16amp SOCKET

reading space

CEILING FAN 3 BLADE

CEILING FAN 5 BLADED WITH LIGHTS

tv room

SECTION AA

SWITCH BOARD

LED TUBE LIGHT

ONE WAY SWITCH

CHANDELIER

CEILING LIGHTS

Shelf storage

refrigerator

cupboard

wash basin

Corner with shelf

Innotech drawer

SECTION AA

2,8

exhaust chimney

PLAN OF TOILET

verandah

BRACKET LIGHTING

4,3

bedroom

living room

4,3

walk in closet

window

utility door cooking zone

A B

5 PLAN OF KITCHEN

SECTION BB

OBJ

04 DISSERTATION Streetscape socially connecting smart city Keywords: User friendly, context, built environment, performance Streets are multifaceted public spaces where people lives fold and unfold and not just conduit for traffic. A street should actively support walking which would not only facilitate better transportation but also contribute safety, social, economic benefits in the long run. Streets are the lifeblood of our communities and the foundation of our urban economies. They make up more than 80 percent of all public space in cities and have the potential to foster business activity, serve as a front yard for residents, and provide a safe place for people to get around, whether on foot, by bicycle, car, or transit. The vitality of urban life demands a design approach sensitive to the multifaceted role streets play in our cities Many roads are built with only motor vehicles in mind, need to compromise on its pedestrian and cyclist and should provide adequate infrastructure which enable social interaction. Best street design also adds to the value of businesses, offices, and schools located along the roadway. Street space can also be reused for different purposes, such as parklets, bike share, and traffic calming.

Streets can be changed

Streets are public spaces

Great streets area great businesses

Design for safety

Streets are eco systems

Act Now!

Und mak ped inte

MET

Resear

JECTIVES

derstanding what kes streets more destrian friendly and eractive

THEDOLOGY

arch question

works

Streetscape literature study

To develop a suggestive set of design guidelines

San Francisco, CA

Smart city norms

Govt. act Redesigned

establishing co-relation of the pedestrian realm with the urban built environment.

To develop parameters via casestudy of adequate pedestrian access and establishing sustainable framework

Casestudy

New York, NY

Data collection – design principles and categories

Interpretation of data collected

Recommendation and conclusion

Church road, B’lore

Commercial Strip A single corridor can pass through multiple environments within the city,

Residential Boulevard The same right-ofway serves a different purpose as it passes through a residential area.

Downtown Street In the heart of the commercial district,

05 ETHNOGRAPHY The descriptive study that I have done of particular human society is Amadalli, Karnataka, India, in order to gain a holistic understanding of a social or cultural group with the aim of conception and designing Slum Re-habitat 6th sem design. It also holds my personal interest of sketching and photography analysis, video documentation and interacting with society and getting the unique interpretation about the particular habitat.

The Halakki-Vokkalu are an indigenous tribe of Karnataka, They are found predominantly in Uttara Kannada district and are distinct from Vokkaligas. Halakki Vokkaligas living in the foot of Western Ghats are known as the “ A borig i na ls nada”. Their of Uttara Kanway of living is still ancient. The women adorn themselves with beads and necklaces, heavy nose rings and distinctive attire. Halakki speak a different dialect of Kannada called as Halakki Kannada

THERE ARE FIVE TYPES OF BASE FOR STEEL STRUCTURE 1.SLAB BASE 2.BLOOM BASE 3.GUSSETED 4.ROCKERS 5.ROLLERS

FOUNDATION FOR STEEL STRUCTURE

• PURPOSE/ CONCEPT: SUPPORT AND BEAR AND TRANSFER THE SUPER STRUCTURE LOADS/ FORCES TO SUB SOIL / FORCES TO SUB STRUCTURE

06 BCM

FLANGE CLEAT ANGLE

• FORCES ACTING ON FOUNDATION: SUPER STRUCTURE DEAD LOAD+LIVE LOAD↓ SUB SOIL UPLIFT ↑ ( DUE TO GROUND WATER TABLE) LATERAL FORCES, WIND, SESMIC FORCES → THRUST, MOMENTS, TORQUE

INTRODUCTION ·

HOLDING DOWN BOLT

TYPES OF SLIDING FOLDING DOORS

· ·

• COMPONENTS: PEDESTAL (RCC, PCC) > M20 BASE PLATE OR SLAB PLATE OR BEARING PLATE (MIN 12MM) GUSSETS (PLATES) STEEL PLATES STIFFNESS (ANGLES, CHANNELS, PLATES) ANCHOR BOLT ( WITH CHECK AND LEVELING NUTS) (MINIMUM FOUR NUMBERS AND >ɸ12 MM) ANCHORING FRAME/ ERECTION FRAME LEVELLING / SEALING GROUT > M20

164,34

PRODUCED BY AN AUTODESK STUDENT VERSION

230

FLANGE CLEAT ANGLE

SLIDING FOLDING DOORS HAS DIFFICULT INSTALLATION AND REFLECTS WAY TOO SUNLIGHT INTO YOUR HOMES THE TRACK CAN COLLECT DUST WHICH IS NOT EASY TO MAINTAIN AND CLEAN

MECHANISM · ·

MECHANISM USED IN SLIDING FOLDING DOOR IS KNOWN AS GEAR MECHANISM THE BOTTOM HUNG SYSTEM CONSISTS OF TWO ROLLERS AT THE BOTTOM OF THE DOOR RUNNING ON TRACK AND TWO GRIDS RUNNING AT THE TOP IN A GUIDE CHANNEL

COLUMN(ISMB) IRON PLATE STEEL BEAM GRILLAGE

STILE 40MM THICK

• STABILITY: SUB SOIL SBC > SUPER STRUCTURE VERTICAL LOADS FOUNDATIONS SHAPE, SIZE, ANCHORS / LOCKS TO PROVIDE ANCHOR AGAINST LATERAL FORCES.

FLANGE GAP

FRAME (100X75)

CONCRETE PAD GLAZE 8MM THICK

BEADING 25MM THICK

BOTTOM RAIL 40MM THICK

ELEVATION

BEADING 25MM THICK

A' A'

• 1. 2. 3. 4. 5. 6.

TYPES OF COLUMN BASE FOR STEEL STRUCTURES: SLAB BASE COLUMN GUSSETED BASE BLOOM BASE BASE PLATE GRILLING ROCKERS ROLLERS COLUMN BASE

BOTTOM RAIL (40MM THICK)

SECTION AT AA'

DETAIL AT E

are g stres

BOTTOM RAIL (40MM THICK)

BOTTOM RAIL

DETAIL AT G

METAL PLATE

SCREWS 20

DETAIL AT C

ALTERNATIVE DETAIL AT C

VIEW OF DETAIL AT D

TRACK

HOLLOW CIRCULAR SECTION

1. SLAB BASE SLAB BASE IS A TYPE OF THE COLUMN BASE, A THICK INTRODUCTION WELDED STIFFINER STEEL BASE PLATE AND TWO CLEAT ANGLES CONNECTING A PARTITION WALL IS DEFINED AS A WALL OR DIVISION MADE UP OF BRICK, STUDDING, GLASS, TIMBER AND TYPES OF PARTITION WALL ( 16MM THICK) MANY OTHER MATERIAL PROVIDED AS DIVISIONBASE FROM ONE PLATE ROOM TO ANOTHER ROOM 1. BRICK PARTITION WALL SHEET NO: 01 STAFF SIGN: NAME: TEJASHWINI MARUTI GAONKAR 2. CONCRETE PARTITION WALL TYPES PARTITION WALL CAN BE CONSTRUCTED AS A LOAD BEARING OR NON-LOAD BEARING WALL 3. WOLLOW PARTITION WALLSTRUCTURES SEM: V B DATE: AIR INFLATED PRINCIPLE 2. GUSSETED BASE HOLLOWING DOWN 4. GLASS PARTITION WALL TIMBER SLIDING AND FOLDING DOOR 6600x13800mm is supported within inflated building elements AIR SUPPORTED STRUCTURES 5. TIMBER ItPARTITION WALLby pressurized air contained REMARKS: USN: 01FA18BAT058 BELT(RAG BOLT) Its principle is the use of relatively thin membrane supposed by a GUSSETED BASE CONSISTS OF A BASE OF REDUCED Supporting frame consists of air under high pressure 6. PARTICLE BOARD / PLYWOOD It consists of a single membrane which is supported by a pressure difference Internal pressure of the building remains atOF atmospheric pressure SCHOOL ARCHITECTURE small interior pressure ADVANTAGES Dead weight increases by increasing the internal pressureTHICKNESS and the ANDThey TWO GUSSETED PLATES ARE ATTACHED There is noAREA restriction have air higher than the atmospheric · DIVIDE THE WHOLE INTO A in number and size of the openings membrane is stressed so that no asymmetrical loading occurs has the ability support itself NUMBERIt OF ROOMS THEYto OCCUPY Pressure supporting the envelope Membrane on support both tension and compression and TO thus COLUMN LESSERThey AREA has potential to support an attached structure Air locks or revolving doors helps to maintain internal withstand bending moment · PROVIDE PRIVACY TO THE USERS pressure 3. BLOOM BASE FROM SIGHT AND SOUND BLOOM BASE · ARE LIGHT IN WEIGHT AND CHEAPER Air must be constantly provided ADVANTAGES loads provide a lateral force on the structures IN COST Wind OF CONSTRUCTION THE RECTANGULAR OR SQUARE SOLID METAL IS USED. Life span of 20-25 yrs KEY PLAN and external load cavies downward forces on the Light weight low cost 4. GRILLAGERelatively envelope Covers large spaces and spans without internal supports They are either anchored to the ground or to a wall so that Pneumatic structures are designed to withstand Rapid assembly and have low initial operating cost leakage is prevented GRILLAGE FOOTING THAT CONSISTS OF TWO OR MORE wind load of 120 mhs and an external load of 40 Portable ponds/ YardCOLUMN WITH BLOOM BASE Wind load and externalSTRUCTURAL load are the primary loads TIERS OF CLOSELY SPACED STEEL BEAMS. DISADVANTAGES acting on the Pneumatic structure A'

FOLDING DOOR PLAN

TIMBER SLIDING AND FOLDING DOOR

r types of pneumatic structures, nd

e by Pre - Stressing the membrane

4600

g : If the membrane is enclosing called Pneumatic Structures

in Pre - Designed/ Confined space uctural element / component There by endly / Sustainable system with yet is economical

Envelo Fibre g DISA Polyes ETFE-NylonAncho -

then - t

775

735

775

666

sand b

230mm THICK WALL

40mm THICK PANELS

8mm THICK GLASS

100mmX75mm THICK WOODEN FRAME

2042

18mm THICK WOODEN PANEL

1024

Need for continuous maintenance of excess pressure in the envelope Relatively short service life Construction issues Stability 839 C Continuous operation of fans to maintain pressure Cannot reach the institution values of hard walled structures

They are anchored very tightly to the ground so no horizontal forces are exerted to the envelope As pneumatic structure are tensile the envelope has the ability to gain stiffness in order to withstand acting C' on them

SECTION @ DD'

SECTION @ EE'

STE TYP BUI FOU COL WE

Air -

External Load/Snow Load

230mm THICK WALL 100mmX75mm THICK WOODEN FRAME 8mm THICK GLASS

Wind Load

Internal Pressure

PNEUMATIC BALLOON

Internal Pressure

978

3000

nal forces which pulls the

MATE -

1411

Stabili either - Apply memb - Intern such s CON

Air und canDE be genera BE ADV differe --

BRICK WALL 230MM THICK

There -

CONC lattice

COLUMN WITH GRILLAGE FOUNDATION

GLASS 8MM THICK

A pneu is supp is supp The co memb and an

Sphe forme

RMS PIPES HOLDING ISMB

DETAIL AT B

PLASTER 12MM THICK

FRAME (100X75)

DIFF

INTRO

COLUMN WITH SLAB BASE (AXIAL LOAD)

· ·

GLASS 8MM THICK

SLIDING DOOR PLAN

THEY PROVIDE 100% OPENINGS THEY ARE WEATHER RESISTANT DOORS SINGLE PANNEL CAN BE USED FOR ACCESS WITHOUT OPENING THE WHOLE DOOR EASY TO MAINTAIN AND ALSO IT IS AESTHETICALLY APPEALING LARGE SPAN CAN BE OBTAINED WITHOUT OBSTRUCTION SLIDING FOLDING DOORS WITH GLASS ENABLES DAYLIGHT

DISADVANTAGES

BEADING 25MM THICK

· · · · · ·

ROLLER DETAIL AT F

FRAME

TOP RAIL 40MM THICK

CONCRETE PEDESTAL

WOODEN SLIDING FOLDING DOORS ALUMINIUM SLIDING FOLDING DOORS

ADVANTAGES

VIEW OF CHANNEL AT A

ROLLER DETAIL AT A

LINTEL (150X150)

FLA

EASE PLATE

FOUNDATION BOLT

FOLDING DOORS ARE STACKABLE FOLDING DOORS OF MULTIPLE PANNELS THAT SLIDE AND STACK NEATLY TO ONE OR TWO SIDES · THESE DOORS ALLOW SEAMLESS TRANSITION BETWEEN INDOOR AND OUTSOOR AREAS FREE FROM ANY BARRIER OR OBSTRUCTION WITH MULTIPLE COMBINED OPENINGS THEY CAN BE SPANNEDUPTO 10-12 M

a pneumatic structure consist of a ing cables, and anchorage system em.

8mm THICK GLASS

SECTION @ AA' 40mm THICK PANELS 40mm THICK PANELS

SECTION @ BB'

18mm THICK WOODEN PANEL

FOUNDATION REACTION DETAIL @A

100mmX75mm MULLION

18mm THICK WOODEN PANEL

Usable Space DETAIL @ B

FOUNDATION REACTION

SECTION @ CC'

Reinforcing Cable

ALL MEASUREMENTS IN mm SCALE- 1:25

Vertiacl seam

PARTITIONS

Catenary cable cluff

Emergency Exit

Ancorage

STAFF SIGN: Cable

PARTITIONS

SHEET NO: 06 DATE:

REMARKS:

Single Element

Transport Doors Ring Beam

FEATURES Light weight - Weight compared to its area is less low air pressure is required to balance it

Straight

Cover

Gaskete Base plate

NAME: TEJASHWINI MARUTI GAONKAR SEM: V B

Two piece cable clamp

SCHOOL OF ARCHITECTURE

Discontinuous

Clamping plate

Membrane

USN: 01FA18BAT058

CABLE SYSTEM Implation Meating unit

Intermittent plate

Fastener

Catenary reinforced cable

TENSION FORCES

Usable Space

Rope edge

ALL MEASUREMENTS IN mm SCALE- 1:10

Membrane

Revolving Doors

aterials for ballants of smaller structure include or bricks

nal Air ssure

TENSION FORCES

100mmX75mm THICK WOODEN FRAME

PRODUCED BY AN AUTODESK STUDENT VERSION

- Should be light weight have tensile strength etc high tensile strength , elastic in behaviour e and common for smaller structure t recyclable, Life span of 20 yrs on has higher strength and durability Depends on the application and size of structure s - Steel wires are twisted into stands which are d a core to form

neumatic Structure

COLUMN (I SECTION)

Building Construction and Material study

ure is a system of components that n the same manner that a balloon

FL WITH

Steel cables

ANCHOR SYSTEM

PNEUMATIC STRUCTURE

Door

Continuous and Cellular

PNE

END. JOINT

D N UNENFORCED TRONGER THAN A COLUMN SPLICES COMPONENTS

FILLER PLATES

GUSSET ANGLE

FLANGE SPLICE PLATE

COLUMN SPLICES - Suspension bridges

alo

Cable and Post Cord and Fabric Internal and External Tension Element

PRODUCED BY AN AUTODESK STUDENT VERSION

COLUMN SHOE

ADVANTAGES COLUMN Minimum self-weight and Flexible CAP Erection, Construction and dismantling is easy FILLER Longer life cycles of materials PLATES GUSSET ANGLE Amazing aesthetics achieved FLANGE SPLICE Large unsupported working / Clear span PLATE Environmentally sensitive

USES SPLICE PLATE Tent

describes the category of NITION earing capacity is achieved

Post Ties e majority of the Strut NG 2 MEMBERS END TO END. JOINT s, technical fabrics or foils Joints ONSTRUCTION structure where the exterior LENGTH OF STANDRAD NUNITY OF work THAN ead overSTRONGER a frame the S ARE UNENFORCED on all directions to BE STRONGER THAN A . inPOTENIAL HE TO

POSITION OF SPLICING

COLUMN CAP

Shamiana / Pendals Parachute As Roof Warehouse COLUMN SHOE Storage Facility Sports facility COLUMN CAP

the compression member of the structure

FLANGE SPLICE PLATE

DISADVANTAGES Manufacture and maintenance is not easy Loss of tension is dangerous for rigidity Thermals value limit use No more further construction option Skilled and precise construction is required

RIGID EDGES Cable

HOLLOW CIRCULAR

TENSION AND COMPRESSION

PRODUCED BY AN AUTODESK STUDENT VERSION

AIR INFLATED STRUCTURES It is supported by pressurized air AIR SUPPORTED STRUCTURES Supporting frame consists of air It consists of a single membrane which is supported by a Internal pressure of the building Membrane small interior pressure Bale ring There is no restriction in number They have air higher than the atmospheric Forms the enclosure Provide a link between the membrane It has the ability to support itself of the structure Pressure supporting the envelope and structural elements at the top They has potential to support an Air locks or revolving doors helps to maintain internal bottom of conical shapes pressure Air must be constantly provided Wind loads provide a lateral forc Life span of 20-25 yrs and external load cavies downw Relatively low cost envelope They are either anchored to the ground or to a wall so that Pneumatic structures are design RIGID EDGES leakage is prevented wind load of 120 mhs and an ex Tube in a cable pocket ponds/ Yard Wind load and external load are the primary loads PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

WEB

PATH OF HORIZONTAL FORCE

TYPES -

SPLICE are two major types of pneumatic structures, WEB ADVANTAGES PLATE SPLICE low WEB profile and PLATE Most supported Tensile Structure SPLICE Light weight ED IN DIRECT BEARING FROM BEARING THE high profile PLATE STAYED CABLE OADS ARE TRANSFERED IN DIRECT FROM THE TYPES SPLICE ARRANGEMENTS - OF Covers large spaces and spans without internal supports UGH A DIVISION PLATE.A DIVISION PLATE. R DIRECTLY OR THROUGH Force flow inand corner pointlow initial operating cost Rapid assembly have ed bridges ization is done by Pre - Stressing the membrane along the boundary cable tangential force arises on bridges Portable FILLET FILLET ES by FILLET WELD WELD FILLET WELD POINT FIELD SUPPORT WELD ying an external forces which pulls the DISADVANTAGES acting onCOMPONENTS the Pneumatic structure TRANSFER OF TENSILE STRUCTURE brane on Element LOAD VIA THE BOLTS AND SPLICING PLATES They are anchored very tightly to the ground so no N THE MEMBERS IS IGNORED THE CORRECTION nal pressuring : If the membrane is enclosing HE BOLTS AND SPLICING PLATES Need for continuous maintenance of excess pressure in the envelope horizontal forces are exerted to the envelope END Gstructures DETACHED PHYSICAL Structures GAP BETWEEN THE areWITH calledA Pneumatic NCEPT: PLATE Relatively short service life NORED THE CORRECTION As pneumatic structure are tensile the envelope has Schewdler dome: are steel domes structure eres- truncated or portial are self supporting structures due Membrane to their shapes/ BOLTS END CAPacting - lines ofConstruction issues the ability to gain stiffness in order to withstand END having membrance that follow the HYSICAL GAP BETWEEN THE accept centenary cables and pin es being part of arch family and if these are provided with thin triangular AS ALL FORCES STAYED BRIDGE N-BEARING SPLICE IS MORE INVOLVED SPLICES PLATES PLATE latitude and longitude with a third-set of Stability CEPT e following the geometry at polyhedron then all the featuresconnection of structures hardware on them MAST diagonals completing the triangulation generated and geo design dome isTHROUGH formed which is rigid, balanced and BE TRANSMITTED BOLT AND HAND HOLE Continuous operation of fans to maintain pressure BOLTS sses are well absorbed Wind Lattice dome: are steel dome structure having 2.END PLATES 1.SPLICE PLATED - SPLICES Cannot MORE INVOLVED AS ALL FORCES der pressure in Pre - Designed/ Confined space PLATES reach the institution values of hard walled structures COLUMN members that follow the structure circle of Load SHOE FLOW OF CIRCULATION PROVIDED JUST ABOVE FLOOR LEVEL PATH OF VERTICAL FORCE PATTERN OF MEMBER Ball connectors can be forming a eRALLY used as structural / component ThereTHE by latitude and 2 sets of diagonals OUGH BOLT ANDelement HAND HOLE screwed onto any wood series of isosceles triangles COLUMN ACTION IS CONSIDERED IN SIGNIFICANT. CAP ating Eco-Friendly / Sustainable system with 4 V DOME 3 V DOME VANTAGES Geodesic dome : are steel dome structure TIE BACK 2.END PLATES COLUMN 1.SPLICE PLATED ent aesthetics yet is economical CABLE COLUMN having members that follow 3 principal sets

TYPES OF SPLICE ARRANGEMENTS

T ABOVE FLOOR LEVEL THE SPLICING.

Base plate connection to concrete foundation pillar

Membrane ending by eyelets

CALLY PROVIDED EVERY 2 OR 3 STAYS SECTION ODUCTION SECTION BEARING PRINCIPLE ROXIMATELY 600 ABOVE FLOOR LEVEL. TYPE: WHICHthat IS USED IN COLUMN umatic structure is a system of components Its principle is the use of relatively thin membrane supposed by a component ported by to air in the same manner a balloon FLANGE ANDthat BEAM WITH CARRYING BEARING TYPE: THE pressure difference y light weight (thin) SPLICE ported by air. NG. weight increases by increasing the internal pressure and the PLATE WHICH IS USEDDead IN COLUMN g biomimicry and AXIAL consist LOAD of a omponents of a pneumatic structure membrane AND BEAM WITH CARRYING THEis stressed so that no asymmetrical loading occurs FLANGE SPLICE FLANGE supporting cables, and anchorage system brane, Membrane on support both tension and compression and AXIAL LOAD SPLICE F F thus PLATE PLATE n HVAC system. withstand bending moment

They are energy efficient and cost effective building SHOE practice. Aesthetically pleasing and eye - catching Cost effective - more volume and less area COLUMN CAP Sustainability - life expectancy of dome is high, aerodynamics reduce ADVANTAGES distribution and is weather resistant\ Sound Insulating laminated glass units serve as roof onding glassflows to a naturally in a sphere - of Laminated glass fins integrity serves as beams Naturalastructural design - the standard cosmos stronger ers utilizing high strength Vertical rods take loads from fins and support specially designedare and synonymous tested

STAYED BRIDGE

COLUMN CAP

MATERIALS DARE FOR ROLLED CONSTRUCTION Metal - Steel, Aluminium and their alloys rtableMULTI-STOREY overnight form of bar, Cable, Rope cord STRENGTH AND CONTINUNITY OF Fibres - Natural and Artificial seum AXIS OF THE COLUMN. - Natural - Coir, Canvas, Cotton, CIRCULAR Palm HOLLOW TUBULAR HOLLOW ntroduced tensile structure products hemp RY OR 3 STAYS SECTION SECTION nOLUMN for2exhibition covering SPLICES USED FOR ROLLED - Artificial - Nylon, PTFE, ETFE, PVC ESECTION FLOORMEMBER. LEVEL. Sheets - Metallic, Fabric rld war to cover large span HOLLOW TUBULAR

Membrane accept centenary cables and pin connection hardware

Mast COLUMN SPLICES

TENSILE STRUCTURE

External Load/Snow Load

TENSILE STRUCTURE

of great circles

CETENARY

Wind Load

FABRIC MEMBRANE

Internal Pressure

SHOE WITH TRIPOD HEAD CENTENARY CABLES

FILLET WELD

BOLTS COLUMN ERIALS XIAL MEMBER UNDER AXIAL LOADS. . IN Wide angles of D INCOMPRESSION SIGNIFICANT. Easy to snap together CAP movement simplify WALL HEAR & MOMENT MEMBER UNDER BENDING MOMENT, BaseCURTAIN plate construction ADVANTAGES A curtain wall is an outer covering of a building in which the outer walls INTRODUCTION ADVANTAGES FO FOUNDATION ope materials - Should be light weight have tensile strength etc Usable Space CURTAIN WALLTENSION ORSION. BUTT are non structural but merely keep theGROOVE occupants in connection to concrete 60 SWAGE SOCKET OPEN Keeps the inside of the building protected from the weather Insulating laminated glass units serve as roof Structural Glazing is a system of bonding glass to a - It is envelope of the building which isWELD non-structural member PIN AND ANCHOR BASE PLATE A FORCES A curtain wall is an outer covering of a building in which the outer walls Vertical rods transfer,loads to cables in behaviour foundation RE REACTION AND TRUNBUCKLE glass - Have high tensile strength elastic pillar horizontal wind loads Controls the temperature inside the building FILLET Laminated glass fins serves as beams buildings structural framing members utilizing a high strength - The wall transfers that are incident upon the are non structural but merely keep the occupants in COMPONENT OF STRUCTURE 3.BUTT WELDED Cables transfer loads to steel trusses WELD Light weight 4.OVERLOADED ons utilized and frame work Vertical rods take loads from fins high performance silicon sealants specially designed and tested AREAS OF APPLICATION main building structure through connections at floors or columns ADVANTAGES - It is envelope of the building which is non-structural member ster - Is flexible and common for smaller structure Replacing and remodelling is easy Vertical rods transfer loads to cables BOLTS for structural glazing -A curtain wall is designed to resist air and water infiltration induced by The wall transfers horizontal wind loads that are incident upon the Appealing aesthetics oadMulti architectural designs - storeyed structures are not possible Cables transfer loads to steel trusses DISADVANTAGES EMBER UNDER AXIAL LOADS. . IN It is flexible in regards to the sections utilized and frame work wind and sesmic forces acting on the building and its own dead load Light weight recyclable, Life span of 20 yrs main building structure through connections at floors or columns f -the building Rope edge - - TheResidential 5 V DOME Skilled labour is required Recreational Spaces Membrane name curtainHomes wall derives from that the wall is thin and hangs like Reinforcing Cable finish -A curtain wall is designed to resist air and water infiltration induced by DISADVANTAGES d from the and glasswindows by the Very costly - a curtain Exhibition Spaces frame This product allows flexibility in broad architectural designs Water Reservoirs construction difficult on the structural SHEET NO: 05 SCALE: 1 : 3 STAFF SIGN: DISADVANTAGES - Doors Coated nylon hasishigher strength and durability NAME: TEJASHWINI MARUTI GAONKAR wind and sesmic forces acting on the building and its own dead load ER UNDER BENDING MOMENT, Usage glass also enhances the cost of security increasing the thermal efficiency of the building systems minimize air and water infiltration by equalizing wind - - These Military Base upper storey is not possible Sports Arena Framework is required - The name curtain wall derives from that the wall is thin and hangs like support Usage in hilly and desert area is difficult Vertiacl Dynamic wind loads are transferred from the glass by the Very costly pressures in high rise building or materials Depends on the application and size of structure Stadiums Multi storey construction is not possible Ware Houses Fastener Possibility of infiltration of rain water a curtain on the structural frame niques are either 1 sided Unsafe for earthquakes Revolving Doors seam the cost of security GROOVE silicon Usage glass also enhances compared to otherBUTT facades system such as masonry BOLT AND SOCKET JOINT - TIMBER Vulnerable DATE: to high velocity wind and impact loads - - Lighter zoo's - These systems minimize air and water infiltration by equalizing wind Entertainment Hub services is difficult cted glass surface or 2 sided 29-05-2021 USN: 01FA18BAT058 sealant to the perimeter structural support Usage in hilly and desert area is difficult curtain wall is the most airtight and weather resistant cladding and -Providing Steel Cables - Steel wires are twisted into-- stands which are WELD Solar heat gain pressures in high rise building - - TheAuditorium Green House and ticalAdditions accents can be alterations achieved are different The net results of the glazing techniques are either 1 sided - Catenary Unsafe for reinforced earthquakes exterior wall system available - Lighter compared to other facades system such as masonry Catenary cable Skilled labour and supervision is required cable twisted sround a core to form system which yield an un destructed glass surface or 2 sided DIFFERENCE BETWEEN 3.BUTT WELDED - The curtain wall 4.OVERLOADED cluffis the most airtight and weather resistant cladding and Bale ring systems, which horizontal and vertical accents can be achieved exterior wall system available REMARKS: SEM: 6TH Membrane PLAN the cable STRUCTURAL GLAZING ights DIFFERENCE BETWEEN Provide a link CURTAIN betweenWALL the membrane Emergency Exit TEJASHWINI MARUTIStructural GAONKAR JOINERYTYPES DETAILS glazing of glass consists of Curtain wall consists of glass and Protecting the interior from environment effects APPLICATIONS - Ballasts - Materials for ballants of smaller structure include For Tension Member GLAZING ForARCHITECTURE Compression and structural elements top Natural lighting glass that is bounded or anchored other members boundedator the anchored SCHOOL OF STRUCTURAL CURTAIN WALL Cable Structural glazing roof lights / sky lights to the structure without use of to the structure with the use of other Provides occupant comfort Member Structural glazing of glass consists of Curtain wall consists of glass and STICK SYSTEM Protecting the interior from environment effects UNITIZED SYSTEM bottom ofsupporting conicalmember shapes Walk in roof lights / floors bag concrete or bricksback continuously gasketed aluminium Keeps rain water away 1 : 3 KLE TEJASHWINI TECHNOLOGICAL UNIVERSITY STAFF SHEET 05 Two piece SCALE: glass that is bounded or anchored other members bounded or anchored Natural lighting The curtain wallSIGN: is installed piece 1FA18BAT058 Consists of framed NO: wall units that NAME: MARUTI GAONKAR Facades SPATIAL ZONING

SPLICING OF COLUMNS

KLE TECH

TH he glass with aluminium frame

Less visual interruptions

es good weatherability and om extension and compression n bolts with good load bearing Internal Air luminium work in the wall

HOOL OF ARCHITECTURE E TECHNOLOGICAL UNIVERSITY Pressure

by piece at site

Supporting members can be seen hence reduces transperancy

OF COLUMNS Creates a greater transperancy

PRODUCED BY AN AUTODESK STUDENT VERSION

pressure plates or caps

ctangular tunes of size

Thermal expansion and contraction of mullions are accomodated by expansion joints in mullion

Comparitively more visual interruptions

The system components are shop fabricated and shipped

REMARKS: Low shipping costs and also permits Implation Meating a greater degree of on site unit adjustments as compared to other system

SS cable PONENTS OF TENSILESECTION STRUCTURE

SECTION

Transport Doors

GEODESIC DOMES

are shop fabricated pre-assembled and generally pre-glazed

Canopies

DATE: 29-05-2021 USN: 01FA18BAT058

MATERIAL USED

Ancorage

The units are designed so that the vertical and horizontal members in adjacent units interlocks to form common mullions and rails

Greater degree of quality control

resulting shop fabrication EDGE CABLE CROSSfrom SECTION

Greater shipping cost due to the added bulk from assembled units the need of a greater degree of SECTION protection of units during transportation

Aluminium - For the frame work rectangular tunes of size 64mm*58mm Glazing sealant - Used for fixing the glass with aluminium frame Weather proofing sealant - Provides good weatherability and excellent recovery from extension and compression Hardwares - High quality expansion bolts with good load bearing capacity is PLATE fixed for aluminium work in the wall MEMBRANE

SEM: 6TH

CENTENARY CABLES AT SIDE CONNECTION

KLE TECH

back to the structure without use of continuously gasketed aluminium pressure plates or caps

SCHOOL OF ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY

Creates a greater transperancy

PRODUCED BY AN AUTODESK STUDENT VERSION

LATTICE DOME

STRUCTURE

Supported PneumaticNodeStructure assembly Glass panel Mode assembly SS Cable Building structure

Fin Supported Glazing Glass fin Cable

End Wall

Glass Routel

Pneumatic gate

Spider fitting Silicon sealant PLAN

PLAN

Heater

Fin Supported Compressor Glazing

TURAL GLAZING AND CURTAIN WALL

EUMATIC STRUCTURE

Straight

NUT AND BOLT FOR HOLLOW MEMBERS

STAFF Node assembly

Glass panel Mode assembly SS Cable Building structure

STAFF SIGN :

SHEET NO : 06

NAME: TEJASHWINI M GAONKAR USN : 01FA18BAT058 SEM: VII DIV: B KLE TU

SIGN :

SHEET NO : 10

NAME: TEJASHWINI M GAONKAR USN : 01FA18BAT058 SEM: VII DIV: B

Glass fin

KLE TU

Steel plate

Fin Supported Glazing Glass fin

Buckled / Curved

Cable

Glass Routel Spider fitting Silicon sealant

WELDING - STEEL/FLAT PLATE

REMARKS :

Arched NAME: TEJASHWINI M GAONKAR

STAFF SIGN :

USN : 01FA18BAT058 SEM: VII DIV: B KLE TU

Spider Fitting Details

STRUCTURAL GLAZING AND CURTAIN WALLS REMARKS :

Discontinuous

Low shipping costs and also per a greater degree of on site adjustments as compared to other system

Cable Supported Glazing

NO : 05 Fin SupportedSHEET Glazing

The system components are sh fabricated and shipped

Single Element

REMARKS :

Light weight - Weight compared to its area is less low air pressure is required to balance it Span - There is no theoretical max span, to span. A distance of 36 km is quite harder for a normal buildings while such spans are quite possible Building Mullion Structural Economy - Not expensive incase of temporary structure Unit Horizontal rail Safety - They are fire resistant structure and more safer but proper care should be taken Dismantling - Suitable for temporary constructions. 1 sq km area Standard panel can be brought down in 6 hrs and can be established in less than Framed wall Unit 10 hrs Good Natural Light - If envelop is made of transparent material good natural light can enter the structure around 50% sunlight can Glass be obtained Theft - They PLAN are very safe structures NUT AND BOLT - TIMBER/FLAT PLATE If the air bag is cut with a knife or pin a big-bang is produced Use of air as structural material Use of leak - proof/ confined boundary material to generate necessary shape, form and size Stick System Unitized System

Thermal expansion and contrac of mullions are accomodated by expansion joints in mullion

SS cable

FEATURES NUT AND BOLT - TIMBER/FLAT PLATE

Steel plate

Cable Supported Glazing

Spider Fitting GEODESIC DOMES Details

azing

Glass fin

The curtain wall is installed piec by piece at site

Comparitively more visual interruptions

CENTENARY CABLES AT SIDE CONNECTION

Detail of Unitized System

cable clamp STICK SYSTEM

Provides occupant comfort Keeps rain water away

CABLE SYSTEM

Less visual interruptions

Ring Beam

SCHWEDLER DOME

to the structure with the use of other supporting member

Supporting members can be seen hence reduces transperancy

Fin Supported Glazing

Unitized System

STRUCTURAL GLAZING AND CURTAIN WALL

07 INTERIOR DESIGN

08 COMPITETION

Reubens Trophy 2019 Special mention

ANDC 2020 Bus Terminal

Landscap

pe Trophy 2020

09 MISCELANIOUS

Sketching

Sketching easily helps me to convey my ideas because architecture cannot be discussed with words alone, we need to visualize our design flow and illustrate to talk about it.

Photography

i like to capture the details and highlight that makes a buildng look aesthetically pleasing.

Thank you for your time

e and consideration !