Issuu

MMBCV

USN 1G020AT020

NAME SANJANA B.SURESH

TITLE PAGE L-ANGLE TRUSSS L-ANGLE TRUSS (DETATLS) TUBULAR TRUSS TUBULAR TRUeSDETATLS) 5 NORTHLTGHT TRUSS AND LATTICE GIRDER PED STRUCT URES GECDESTC DOME SPACE FRAME q. BARREL VAULT o DOME HYPERBOLIC PARAPO LOLD 12. FOLDED PLATE 13. TRUSS 13. WATERPROOFING 15 TENSILE STRUCTURE PNEUMATIC STRUCTURE PLASTIC AND SEALANTS 7

CONTENTS

ANGLE TRUSSES

RIPGE CAPPING L-ANGLE STRUTS GOX60X)2 NOs M5 GUZZET PLATE (2MM THK) PASE PLATE (1OMM THK)-2 NOS CORRUGATED METAL SHEET PRINCTPAL RAFTER 75X 75x6) 2NOS GHUTTER 600 600 142000 a0TTOM TIE (COx60x6)- 2N coLUNSECTTO(0OKuso) ALL SECTIONAL ELEVATION (1 20) SCALE SHEET N NAME SANJANA P :20 USN 1G020ATO20 SEM: GOFALAN SCHOOL O ARUHITECTURE AND KEMAKKS| SlGN

PLANNTLNG.

L-ANGLE TRUSSES

GUZZET PLATE J-BOLTS RIDGE oPING CAPP. PURL-IN L-PURLIN PRINCTPLE RAF TER CORRUGATED SHEETS CLEAT STRUTS BOX PURLIN CORRUGATED EET TIE BEAM GUZZET PLATE Z-PURLIN 2000 AVATLABLE SHAPES OF PURLINS T-SECTION COLUMN CONGRETE MZO CORRUGATED SHEET5 RCC PLINTH PBEAM RCC FOOT TNG GiUZZET PLATE CONSOLIDATED PA DAED STRU BOULDER PACKTNG PLC PRINCLPLE RAFTER KEY SECTION (4:100) PURLIN PRINCILPAL RAF TERS (75 X7S x6) DETATL AT PURLTN (:5) TIE EAM (60x60 X6) PURLINS H BASE PLATE (1O MM MS PLATE (loox 10Ox8) PRINCTPE RAFTERS MS BEAM (100 450x 6) 22500 STRUTS SECTION GO MN OOX650 ) GUTTER GUTTER GnUZZET PLATE STEEL CoLUMNS DETATL AT GUTTER (: 10) TIE BEAM DETATL AT TIE BEAM(1:5) z80PRICK ALL KEY PLAN (100) 5CALE SHEET.NO. NAME SANTANA BS 5 USN 1aQ20AT 020 10 SEM

REMARKSSTaN GOPALAN SCHOOL OF ARCHITECTURE AND PLANNING

TUBULAR TRUS5

8 MM PLATES WELDED TO THE TOP CHORDD 65 9 TUBE TOP CHORD 65 TUPE STRUTS5 WELDED TO TOP CHORD BASE PLAE (1OMM, THK)- 2 NOS CORRUGATED M5 SHEET 5OMM PURLT B0T CLEAT GUTTER TP O MM GUzZET PLATE INSERTED INTD OTTOM TUBULAR STRUT FLATTENED AT END 80 SLEEVE TO HOLD 2 TNNER TUES TLE AND WELPED AND POTED_TO GUZZET PLATE 2000 GaUZZET PLATE (1OMM) 65 STRUT SLIT AND NELDED TO GUZZE PLATE 8 MM PLATES NELDED TO BOTTOM TIE BOTTOM TIE -SECTTON COLUMN (Ioox45o) BRTCK hNALL 230 MM SECTIONAL ELEVATION (:20) SLALESHEET ND :20 NAME SANTANA ..S uSN 16020AT020 SEM EEMARKS SIGN

G1OPALAN SCHOOL OF ARCHITECTURE AND PLANNIING

TUBULAR TRUSS

8MM PLATES WELDED TO THE TIE EAM APLE CORRUGATED SHEETS 8 MM PLATES WELDED TO TOP CHORD KAFTER sUzZET PLATE TePPUTS 65 TOP CHORD NUT AND BOLT TIE PEA TO HOLD THO PLATES 12000 I-SECTION COLUMN CONCRETE M20 RC PLINTH PEAM 65MM STRUT- DETAIL OF FIXING TWO MEM PERS:5) COT IN THE RCC FOOTING PROFTLE AND WELDED TO TOP CHORD CONSOLIDATED EARTH4 BOULDER PACKING DETAIL OF JOINING TOP CHORDS ( . KEY SECTION (1 100) 65 TOP CHORD 65MM STRUTS SLITAND NELDED TO J-POLT 5OMMO PURLTN TIE DEAM PURLT CLEAT TIE BEAM TIE PEAM OMM GUzZET PLATE TNSERTED AND WELDED TD THE TIE EAM SLIT AND WELDED TO THE GUZZET PLATE PRICIPLE RAFTERs DETATL AT TIE-BEAM (5 DETAIL AT BASE PLATE (: 10) 65 MM STRUT 22500 GUTTER 80MM SLEEVE TUPULAR STRUTS FLATITENED AT THE END AND POLTED 1O GUZZET PATE STEEL coLUM (1OMM) GUZZET PLATE NSERTED AND WELDED 10THE TE PEAM DETATL AT SLEEVE (1:5) 65MM TIE DEAM DETATL AT TIE- BEAM (:5) 12.000 KEY PLAN ((100) SCALESHEET.NO NAME SANJANA Bs USN 1GQ20ATO20 :10

: 100 SEM Y REMARKS STGN GOPALAN SCHOOL OF ARCHITECTURE AND PLANNTNG

TOPCHORD NNNNMVA DIAGONAL CHORD TTE BEAM 30w LATITCE GIRDER RUSS KE ELEVATION (1:20O) PRINGER CHORD5 www NORTHLIGHT TRUSS NORTHLIGHT TRUSS RIDGE CAPPTING BOX PURLTN COOxIO) KEY ELEVATION (1:200) VIEW (200) ATTICE PRINO OILKER SOX 75x TAPPING eCREWS LATTICE CIRDER GiASS WINDON ORDS E75x8) NORTH LIGHT GiUzzET PLATE- RUSS 6 MM PASE PLATE lOmE MHK SECTION COLUMN NORTHLIGHT TRUSS DETATL (50)_ OmtPRENCIPLE RAFTE GUZZE TAPPING SCRENS BOx PURLIN GUZzET PLATE KEY PLAN (1:200) PLATE CLEAT TOP CHORT 2NO 10OX1OOx8 GiUTTER UzZET PLATE 16 MM BASE PLATE 2NO) NORTHLTGHT TRUSS DETATL AT GUTTER (:50) 200 MM THK WALL TIE %EAM 2NO) 73X7x8 LATTICE GIRDER TRUSS DETATL (1:50) ISECTON COLUMN S0XH50) 5CALE SHEETNo NAME SANJANA . D USN 1G020ATO20 200 SEM ORTH LTIGHT TRUSS AND ATTICE GIRDERR REMARKS STGN GOPALAN SCHOOL OF ARCHITE CTURE

PRE-NGINEEREDBUTLDTNG PEB)

RIDGE CAFPIN o vENT 720x720) I SECTON PEAM VARYTING CROSS SECTION GI GUTTER Z- PURLTN LANGLE CLEAT I SECTION COuUMN VARYING CROSS SECTION PURLIN H200 I SECTION BEAM 250MM WAL ISECTION PEAM AND PURLTN DETATL RCC FOOTING SECTION (1:50) BASE PLATE SECTLON (-50 x y50) (500x 720 X 720) TORPSO VENT PURLIN CORRUGATED ROOFING PURLIN MAT ENAE MATN FRAME COLMN BRACING 15OMEIRIC VIEW 2000 PLAN : 50) SCALE SHEET NO NAME SANJANA.B 6

USN 16@20ATO20 SEM Y GiOPALAN SCHOOL OF REMARKSS1GN ARCHTTECTURE

GEODESIC DOME

BALL JOINT DETAIL ( 5) BALL JOTNT CAN BE SCREWED ONTO ANY WOOD 5rt 6O MM STRUTS STRUTS5 I0OMMi NODE NODE SPIDER FITTING 2g0 MM O6 LEDGE WALL 1Orwt ELEVATION (1:50) STRUTS T 100MM NODE NODE STAINLESS STEEL POINT SUPPORT NODE STAINLESS STEEL POTNT SUPPORT 6OMM STRUTS PLAN( 5 ELEVATION (:5) SPIDER FITTING DETATL PLAN 050) SCALE SHEEL NNAME SANJANA S :60 1:5 7 USN1GQ20ATO20

SEMESTER a0PALAN SCHDOL OF KEMARKS STGN ARCHTTECTURE AND ANNIN&

SPACE FRAMES

6OMM TOP 6MM GLASS FOR CHORD SLRFACE COVERING SPTDER FITTING 100 600 GD MM PCTTOM 6O MM TOP ChORD OHORD 42 MM PRACING MEMBERRS 7o00 4&MM PRACING MEMDERRS NODE CoUARE coLUMN 60MM BOTTOM CHORDS ISOMETRIC VIEW 1 20) 800 SECTION AA END CONE SLEEVE 5 MM PRACING MEMPERS NODE 6o MM TOP CHORD DETATLAT THE NODE (1:5) 6OMM BOTTDM CHORD 160x souRE160COunN A800 PLAN (1:50) SCALESHEET NO NAME SANTANA DS 1 20 USN 4G Q20ATO20 :20 SEMESTER

REMARKS STGN GORALAN SCHOO OF ARLHI TECTURE AND PANNING.

VAULTS

GUTTER BMM POTTOM BARS @150dGUTTER TO SLOPE (1:100) 8 MM TOP PARS@ 200C 8MM POTTOM ARS TIE PEAM 200x 250 3MM TOP PARS 200c KEATED WITH 5000 SECTION AA'C50) 13000 3000 3000 5000 3000 OQ0 3000 DETATL10 SMM sOTTOM SARS MM TOP PARS 200C A 13000 PLAN (:50) O011ER GLAZING 300 MM PRICK WALL GUTTER DETATL (O) B000 SCALE SHEETN NAME SANTANA P SECTION BB (1:50) :60 USN 4 GO20ATO20 :10 SEM: Y STON REMARKsGOPALAN SCHOOL OF

ARCHITECTURE AND PLANNTNG

BARREEL

DOME

6 MM THK ILASB5 RIPUTION 12MM SDS150 12 MM MAIN RODS 150 Ce GUTTER OUTER PEAM 6 MM DEAM RODS GUTTER SECTION AA (1:50) 230 DETATL AT GUTTER E10) 6MM THTCK GLASS RING DEAM EEAM AT SKYLTGHT DETATL AT SKYLIGHT1:10) 6MM THK GLASS A A UTER BEAM 12 MM DISTRIBUTION RODS 150 SKYLIGHT GaUTTER DISTRIPUTION' RODS MATN RODS 2 MM MATN RODS@ 150C VIEW

SCALESHEET NO NAME: SANTANA .D.S 1:10 10 :50 USN 4G020AT020

PLAN (50)

SEMESTER:Y REMARKA6TGN GOPALAN SCHOOL OF ARCHITECTURE AND PLANNING

EEl=|EIENEEEIENE|E)

AA (1:76)

HYPERBOLIC PARABOLIC

15000 3 MM RODS @ 150 MM POTHWAYS 8 BARS 1O MM 4 RODS 1MM MM 200 MM /00 8MM RODS (150 40005000- ERTLEEAAE E SECTTON B (1: 20) la MM P0TH WAYS @ 125 e FOOTING REINFORCEMENT DETATL (I50) 4 RODS OF 20 MM 4 RODS 20 MM 2 PARS 1OMMP 6MM STIRRUPS 200 cle TIRRUPS 3MM 200 MM C PLAN 75) 8O0 SECTION DD':20) SECTION CC 1:20) MM STIRRUPS 20O cc GMM STIRRUPS 200e CEMENT PIPE 15OMM 6MM STIRRUPS @ 200 C 4 BARS 8MM TIE EEENEIEulEl|= 2 MM 4 ROPS

2109 SECTION

SECTION EE (I: 20) SCALE SHEET NO NAME SANTANA .60 75

USN 1G020ATO20 REMARKS STGaN SEM V GaOPALAN SCHOOL OF ARCHITECTUEE AND PLANNENG

FOLDED PLATES5

NORTHLIGHT FOLDED PLATE ROOF

5000 5000 5000 S000 5000 5000 COLUMN (300 x 45O MM) 16MM EAM RODS 2 MM RODS 50 MM CC O MM STIRRUPS 160 8MMO ARS1500 GLAZING CONCEALED PEAM MAIN ROD 16 MM 15 STIRRUPS 10 MM C 150 d 16MM DEAM RODS 30000 KEY PLAN (1:200) 156 RRUPS 5000 Luesso DETATL (25) 30000 KEY ELEVATION C 200) TYPICAL FOLDED PLATE ROOF 500 5 5090 5000 000 5000 COLUMN (300X 45O MM) 8 MM RODS ( 150 MM CC MM DRODS ( ISO MM NCEALED BEAM MATN RODS 16 MM 150 MM C 8MMO RODS 150 MMC/C CONCEALED PEAM MAIN RODS I6 MM 50 c O 1O MM STIRRUPS TIRRUPS 1OMM A00- COPING 5000 KEY PLAN (1:200) PARAPET WALL 53 VALLEY EAM lOMM STIRRUPS 400 S00 5000 30000 DETATL (1:25) KEY ELEVATION 1200) SCALE SHEET ND NAME SANTANA B.S 1:200 2 USN 1GQ20ATO20

25 SEMESTER REMARKS STáN cOLLEGE GIOPALAN sCHOOL OF ARCHITECTURE AND PLANNNG

INTRODUCTTON OPTION5 OF STEEL TRUSS

ANGLE AND FLAT BAR TRUSS

TRUSS IS A FRAMENORK 0F TNPIVIDUAL STRUCTURAL MEMPER ANGLE P>ARS CAN E WELDED CONNECTED AT THEIR ENDS OF FORMS A SERIES OF A TRIANGILE DIRECTLY TNTO EACH OTHER

To SPAN A LARGE PISTANCE.

TYPES OF STEEL TRUSS

PRATT TRUSS

ECONOMICAL TRUS

VERTICAL MEMBERS ARE FOR NNV

MEMEERS ARE FOR TENSTON TRUSS CONSISTS OF TYPTCALLY STRAI GHT MEMBERS CDNNECTED ATJOINTS CALLED NOPES. SPAN 20-10o ME

OMPRESSION AND DIAGONAL FORMING 12M SPANS TO AvoID UCKLING, LENGTH OF COMPRESSION MEMERS ARE

2. HOWE TRUSS

IT TS A COMBINATION OF FOR STRUCTURAL STARPILITY TRUSSES ARE MADE OF TRIANGILES REDUCEO AND LARGE DIAGONALS ECAUSE OF ITS SHAPE AND DESLGN ARE FORMED. TRUSSESARE TRIANGULAR FRAME WoRKS OF AXTALLY LOADED WOOD AND STEEL.

MEMDERS.

COMPRESSION MEMPERS : SHOR TER 1 THICKER SIZE

Z. KOLLED SEE SECTONS SECTIONS OF IT ARE USED FOR PEAMS AND CHANNEL.

3. FINK TRUSS TENSTON MEMBERS LONGER THINNER SIZE

WIDE SPAN OF 630 t THEY ARE SED FOR LARGIE SANS. USED FOR CONSTRUCTION NNN IN TRUSSES OF BRTDGES ROLLED SECTIONS ARE USED INN TRUSSES OF LARGE SPANS12 M) AND LOADS

3. STEEL TUBE TRUSS

TYPES OF STEEL SECTONS

I- DEAM L-ANGLE

IT HAS SHORTER MEMDERS AND CHORDS

IT IS CoST EFFECTIVE. cOMPRESSION TENSION JOTNING IT IS DIFFICULT FOR ROUND DUE TO SHORT SIZE ACES BUTT AND FILLET WELDING

SHOTER SPAN OF IO-15 mt

IT IS ECONOMICAL IS 0SED GUZzET PLATE IS TNEVITAPLE T FAN TRUSS TRUSS FORM OF FINK RoOF STRONG STRUCTURES ARE EXPELTED HERE. NO. OF CONNECTIONS PER TRUSS MUST BE REDUCED

4. RECTANGULAR HOLLON SECTION TRuSs

IT PROVTDES NEAT APPEARANCE WELDED CONNECTIONS ARE DUE TO

TRUSS

USEFUL FOR SPACES ITH SPANS SHORTER SPANS -15

5. WARREN TRUSS OF DIAGONAL MEMBERS ARRE THEY ARE EXPENSIVE AND NGT PLACED ALTERNATIVELY TO USED IN FEN COUNTRIES CREATE SHAPE OF N EQUAL COMPRESSION AND TENSTON

THE SHAPE TT.

ROOFING OF TRUS5

HENCE LESS MEMDERS AS

ROOFLNG MATEKTALS SHEE METAL CLADDING IS A STRONG OMARED 10 PRATT TRUSS IGHTWEIGHT THAT PROVIDES COVERAGE OF INDUSTRIAL ANS 0-100 t

6. NORTH TGHT TRUSS CHANNEL AND COMMERTAL FACTORTES.

REPARS

ROOF FIXTNG DETATL2

SoUARE RECT T-BAR TAP EWS

TUBING SHEET/PATE

FIXING OF STEEL TRUSSES

ONE OF THE LDEST AND RESTSTANT TRUSSES

IT IS USED AS IT PROVIDES PROPERVENTILATION

SPAN OF 20-30 mt

DUE TO DURARTLITY AND

VERSTLTY IT TS USED FOR PURLTN

LARGE SPANS.

ITALLONS MAXIMUM LTGHT

POLTING WITH GUZZET PLATES (RIVETING)

WELDING USED FOR BOLT CORRUGATED SHOPS AND FIELD PREFFERED FOR HEETS JOINING MEMPERS.

cONNECT IONS

STEEL

LATTICE GIRDER

THE PLANGES DF TT ARE

CONNECTED By LATTICE WED.

IT TS A COMBINATION OF SRUCURAL SECTIONS WITH DIAGONAL LACING

MEMRERS ARE REFERRED

To AS LACED TIE OR ACED

STRUT SHEET.NO NAME SANTANA B 13

TNTRODUCTTON TO STEEL 1RUSSES

USN 1G020ATO 20

SEM STGN

GOPALAN SCHO0L OF ARCHITECTURE AND PANNTNG

WATER PROOFTNG

wATER PROOFING T5 DONE TO AVOID NATER PENETRATION INTO THE UILDDN

UTLDING PARTS WHICH ARE EXPOSED TO WATER CONTINUOUSLY

USeG

WC WATER ROOFTNG

FOUNDATION WATER ROOFING

IT IS ALWAS TN CONTACT HITH SUSOTL NHTCH TS MOTST

PREPARATION OF WC WATER PROOFTNG.A PREWORK MUST DE DONE V PLASTERING +

I6 TREATED NITH THE FLOOR.

Indian W 1HRGH CAPILLARY ACTION NATER ENTER BUTLDING, WATER PROOFING COUROE THE PLINTH LEVEL (PRIC COURSE) TS PROVTDED WITH DR

METHODS OF WATER ROOFTNG

NTEGRAL WATER PROOFTNG TAR CAN ABSO ACT AS DPC

IT PREVENTS THE MOVEMENT OF THE REGIULAR MASONRY TS DONE LATER. ABCVE THE COURSE NATER THROUGH THE CONCRETE BY PLUGGING OR BLOUING THE NATURAL

GaROOVES AND CHASING ARE DONE FOR GT| PTPES AND ELECTRICAL CONDUITS REMOVING DEPRTS AND CHTSELTNG EXTRA"T| MORTAR MARKIN6 HOLES ON THE NALL FOR GULLY TRAPS, FLOOR TRAPS, NAHINI TRAPS

CHAJJA WATER PROOFING PORES, CAPILLARIES AND MICRO- armunk Loohg CLEAN THE TOP OF CHAJJA CRACK6. WHERE CONCRETE ITSELF ACTS buk bat BRICK COAT FOR WC WATER PROOFTNGIAND CHISEL THE EXTRA MORTAR COATLNG FOR WC WATER PROOFING

AS WATER PROOFING DARRIER.

URNT ORICK ATS ARE CHOSEN AND PPLY WATER PROOFING COAT IS DIFFERENT FROM CONVENTIONALSOAKED THOROUGIHLY IN NATER.

MAKE ROUND EDGE AT THE METHOD WHICH TNVOLVES BPPLYING

APPLY 26-4O MM CEMENT COATING ON THE FLOOR ASE COAT)

LAY THE RTK ON THE EDGE AND NOT

GTVE A SLOPE 1:100 TO JATER ESCAPE PIPES

USAGE VE A SLOPE OF 100 TOJARDS

JUNCTION AND WALL OF A COATING/ MEMPRANE OVER WINDO ON FLAT SURFACE, FTLL THE GAPS APPLY FINTSHING COAT AND ONRETE STRUTURE. CURE FOR 7 DAYS REPEAT THE 6ASECOAT OPTO 45CM FROM FFL. WITH MORTAR.

FOUNDATIONS, TUNNELS, BRIDGE KEEP THE DASELOAT FOLL WITH HATER FOR 4 DAYS ATER OUTLET. FOOT INGG (ao THE GRoUND) CORE TWE NATER FOR 4 DAYS

SURFACE CoATINGWATER FROoF ING

IT TS bONE ON THE EXPOSED SURFACE

1ERRACE NATER PROOFTN DAMP FROOFINGL |IT IS A TYPE OF MOTSTURE CONTROL APPLIED TO BUTLDING TO WATER NALLS, FLOORS TO PREVENT MOTSTURE FROM PASSTNG INTO RIVER ROCKS. THICKNESS OF 65mm FROM

TREATMENT CAN PE DONE BY APPLYING THE MATERIAL Y BRUSH

DRATNAGE ATER PROOFTNG FRENCH DRATN CONSISTS OF PERFORATED SET A SLOPE OF 5 FOR PIPE AND PERFORATED AVENUE LIKE GRAVEL THE FLON OF RATN

THE INTERIOR SPACES

THESE DRAINS ARE SE WHEN STANDARD THE FLOOR OR ROLER ON THE SURFACE RUN OFF DRATN TS NOT POssIOLE BRTCK PATS ARE FILLED SOURSES OF DAMPNESS WITH 6 MORTAR.

FRENCH DRATN CAN DE USE ALDNG WITH

DAMP PROOFING KEEPS MOISTURE OUT OF A BUTLDING

2. SPRAY ING THE MATERIAL OVER THE

GEDLOGICAL DAMPNESS

2. STRUCTURAL DAMPNESS ROUND SHAPE ACHIEVED STANDARD RUN OFF DRATN. RATN PENETRATION NATER INTRODUCED IN SURFACE AT THE ENDS

CUREFOR T DAYS aROUND MOTSTURE RISE STRULTURE WHTLE CONSTR

B. APPLYING SHEETS OF PELT PAPER, DRAINAGE UF STTE DEFECTIVE CONSTRUCTION ACRYI OATED SHEETS AS SURFACE

TT CAN BE COVERED WITH ORTENTATION OF BUTLDING

LIME MORTAR OVER THE TREATMENT ATMOSPHERE MOTSTURE CONDENSATTON TERRACE. WATER N

GROUTING MAKE HORTZONTAL VERTICALRISTNG DAMPTNG

HE AR

TILING GROUT TS FTEN USED TO FILL CONDENSES AND CAUSES SPALES PENEEN TILES AND TO SECURE TO

LTNES OVER THE SLREACE TDDAMPNESS IS SEEN AVOTD CRACKTNG bCURE FOR 2| NHEN WATER REACHES WATE

21 DAYS WITH BASEMENT WATER PROOFTNG DAMPNEBS WALL AND ROOR ITS BASE

IT IS CEMENT-ASED, SANDED , UNSANDED VARITIES

ENHANCED ITH POLYMERS

USAGE

RCC Pcc BED IS LATD COPING DAMPNESs TS SEEN SOLOTON : Y NCREASTNG WATERPROOF MESH IS LATD FATLURE OF DPC, SEEN IN OLD THE AIR CIRCULATION, ARAPETWALL WATEPR0OF MEMDRANE TS BUILDINGS. THE MOTSTURE CONTENT IN LTME MOKA LATD OVER 2nd MESH LAYER IS LAID SCREED IS LATD OVER AND

AIR IS REDUCED SOLUTION: REPLACEMENT OF DPC. BATS LAND DRATNAGGE

USED TN REINFORCED MASONRY TO FILL PENETRATION DAMPNESS. vOIDS TN MASONRY HOUSING RETNFORGING TDED SLAS MeMeER WATER GIAINS

HyGROSCOPIC SALT WALL CONTATNS

STEEL RETAINING WALL IS PROTECTED DISSOLVED SALTS ACCES CEMENT ASED COATING SYSTEM PARTS WITH PROTELTION 2OARD WHTCH ATTRACTS

PORTLAND EMEN ERTALS

LIRE METAL IC, CRYSTALTNE)COATED THREE TMES ON DAMPNESS. DUE TO RACKS NATER PROOF MEMPIRANE TS MOTSTURE. IT LEAVES VAPOURS

POSITIVE SIDE Is EXPOSED ON THEE WALL DAMPNESS REMATNS TF SALT TS TN NALLS AND ORIENTATION TO MOISTURE

WATER ROOFTNG AND DAMP ROOFING

WAL

CEMENT CONCRETE ALSO ACTSs AS

2. SHEET MEMRANE SYSTEM OF THE PUTDING PROTECTIVE DARD. WATER PROOF VARIOUS MATERIALS ARE DSED ROOFING NATERIAL EVULCANIZED RUPeER ATER PROOF COATING Is DONE SOLUTION: NOT REMOVED SOLUTION REPLASTERING THE G ERING, DoNN PIDING HERMOPASTIC )) NEGATIVE SIDE IS OFPOSITE WATER MESH PoLYMER PASED COATING SYSTE4 WEATHERING , THROATING WALLS REMOVES DAMPNES. CRAKS ARE FTLED AND T0 EXPOSED MOTSTURE SURFACE CEMENTITOUS ATERZALs USEDUOOBeER,SILIA PASED, PLASTICS TILED 2ALSING PCC CAN E DONE SHEET NO NAME SANJANA.5 14 USN 1GQ2DAT020

SEMESTER STGN GiOPALAN SCHOOL OF ARCHITECTURE AND PLANNTNG

LNTRODuCTION

FOUNDATION

MATERIALS

PNEUMATIC STRUCTURE S A MEMPRANE WHICH CARRIES LOAD

PNEUMATIC STRUuCTURES ARE SECURED TO GROUND USTNG HEAVY WETGHTs, GROUND ANCHORS TO THE FOUNDATTON. FOR ANCHORING, ALES ARE ATTACHED TO THE ANGHOR

ENVELOPE MATERTALS: DEVELOPED FROM TENSTLE STRESSES

ITS STAPTLIZATION TS boNE P PRESTRESSTNG THE MEMBRANEDIRECTLY INSERTED AND FRICTIONLESS FORCES TO HOLD DONN

EITHER BY

APPLYING AN EXTERNA FORCE NHICH PULS THE MEMBRANE YPES OF PNEUMATLC STRUCTURES

TAUT

bTNTERNAL PREssURIZING TF THE MEMBRANE TS VoLLME AIR SUPPORTED STRUCTURES ENLDSTNG.

IT CCNSISTS OF STNGLE MEMPBRANE

FIBERGiLASS POLYESTER

ANCHOR MATERIALSB

NYLON

ETFE

IHE WORD 'PNEUMATIC IS DERIVED FROM PNEUMA. MEANING WHICH TS SUPPORTED PY A SMALL TNTERNAL STEEL CAPLES: ARE TWISTED INTO PREATH OF AIR. THUS THESE ARE THE STRUCTURE WHTCH ARE PRESSURE DIFFERENCEEs.

STRANDS WHTCH ARE THEN TTSTED AROUND

A CORE TO FORM THE CAMLE SUPPORTED BY ATR

THESE STRUCTURES CAN CREATEARTIFICIAL ENVIRONMENTS ADAPTABLE TO HUMAN USE

CHARACTERISTICS

1. LIGHT WETGHT THE WEIGHT OF THE STRUCTURE COMPARED To THE AREA TIT COVERES TS ESS

TNTERALATR PRESSURE TS HIGHER

THAN THE ATMOSPHERIC PRESSURRE

BALLASTS THEY RE PLACED AROUND THE SUPPORTTNG THE ENVELOPE

PERTMETER OF THE STRUCTURE TO EVENLy AIR LOLS HELP MATNTAINING THE DISIRIUTE THE LOAD

INTERNAL PRESSURE

PPLICAT IONS LOW CoST AND EASy INSTALLATION cONSTANT AIR MUST PE PROVIDED

2. SPAN: TI IS POSSTBLE TO HAVE STRUCTURES WITH SPAN OF UPTO 36 M AIR INFLATED STRUCTORES

INTERNAL PRESSURE OF PUTLDTNGn

SECONOMIC IT TS NOT EXPENSTVE HENCE USED A TEMPORARY STRUCTURES. REMAINS AT ATMOSPHERTC PRESSURE

SUPPORTING FRAMES CONSIST OF AIR 4 SAFEYTY:THEY ARE FIRE RESISTANCE STRuCTURES

5. QUIK ERECTION DISMANTLING SUTTABLE FOR TEMPORARY STRUCTURES

6GODD NATURAL LIGHTING:TFENVELDPE IS MADE OF TRANSPARENT MATERTAL, AROUND 50-80/ SUNLIGHT CAN BE OBTAINED

COMPONENTS

UNDER HIGH PRESSURRE NO RESTRICTIONS IN NO. AND SIZE OF OPENINGS

TRUCTURAL LOADING

AIR SUPPORTED STRUCTURES

CONVENTIONEXHIPITIONS,CENTERS, STADIUMS

ORTS AND RECREATIONAL CENTRS ie. ADILITY TO SPAN ARGE DISTANE WITH NO COLOMNS.

ENVELOPE

THE ARE MADE OF DIFFERENT MATERIALS

LOWER WIND AND SNON LOADS ACT ON THE STRUCTURES. SNO LOAD L CANNOT USE ONE CONTINUOUS MATERIAL

THEY ARE AIR TIGHT To THE GROUND , So N0 HORTZONTAL FORCES ARE

ADVANTAGES LIGHT WEIGHT DISADNANTAGESS

MATERALS ARE SEAMED TOGETHER BY HIGH MATNTANANCE To WIND LOAD SEALING HEAT BONDING OR MECHANT CAL JOTNING.

CABLE SYSTEM:

COVERS LARGIE SPANS KEEP PRESSURE INSIDE 111 ENVELOPE WIrHOUT INTERNAL SUPPORTS ENVELDE PORTADILITY RELATTVELY SHORT SERVICE

EXERED TO THE ENVELDPE PNEUMATIC STRUCT URES ARE TENSILE, THE ENVELOPE HAS THE APTLTTY TO GAIN STIFFNESS TN

LOW INITTAL AND FE. CONTINUOUS FANS REQUIRED ORDER TO WITHSTAND THE LOAD OPERATIONAL LOST ACTING ON THEM TO UPNARD FORCE OF AIRR.

THEY ACT AS SUPPORTTNG SySTEMS THEY EXPEREENCE TENSION FORCE PUE

TENSTO ACON

.CAN PE CREATED TN ONE OR Two AIR TNFLATED STRUCTORES. AD AN AIR SUPPORTED STRUCT URE By DIRECTONS T REATE A NETWNORK AND FOR BETTER STABILITY, CAPES WIND LOADS PRODUCE A LATERAL FOSITLVE ALR RESSURE FORCE ON THE STRUCTURE AND SNON ND LOAD CAUSES DONNJARD FORCES ON LTREGQUIRES 20 m3s OF AIR TO KEEP IT TNFLATED.

ENTRANCE

DOORSS AN BE OKDINARY OR AIRLOCKED

20ORS

CASETUDY IINNESOTA METRODOME

ENVELOPE

ENVIRONMENT

PUMPING EQUTPMENT TT TS VSEb TO SUPPLY AND MAINTAIN

INTERNAL PRESSURE NSTDE THE STRUCTURE FANS, BLONERS OR cOMPREssORS ARE USED FOR CONSTANT SUPPLY OF AIR

10 HORSEPONER FANS

PRESSURE WAS SUPPLIED PBy 20 FANS OF THESE PNEUMA TIC STRUCT URES CAN ATRNTTH STAND WTND LOAD OF 20 Mpk AND SNOW LOAD OF 4D poUND YARD

AIRLOcyED 90ORS MINTMIZE THE CHANCES OF HAVING ONEVENLY PRESSURIZED WAS TEAON - COATED IDERGLASS INTERIOR NAS ACOUSTIC FAPRIC

TFOUNDATIONPEACTTON

ENTRANE DOORS

TENSION bLOWER ENELOPE

HOR

PNEUMATTC STRUCTURE

ROOF NAS MAD E OF 2 LAYERS, OUTER

DEAD AIR PETWEEN THE LAYERS INBULATED

FORCES THE ROOF PY BLOWING WARM AIR

MAXIMUM HETGHT WAS 16 STOREES.

REVOLVINGI DOORS WAS USED THAN THE REGIULAR DOORS TO HAVE THE ATR LOCKED.

SHEETNONAME SANJANA. B USN 1a920ATO2D

SEMESTER STGN SOPALAN SCHOOL OF ARCHITECTURE AND PLANNING

GREEN ARDEN , akEEN 30T TRAVEK RCTURESDGiE