Lift Details DWG Plan for AutoCAD

Building construction details of lift…all details including plans sections and inside machinery details..compiled in composed sheet

Drawing labels, details, and other text information extracted from the CAD file:

precast sunk slab units for bath and w.c, bedroom, w.c, bath, kitchen, lift well, living, precast r.c.c chajja, advanced building construction, l. s. raheja school of architecture, glazing, w units, v units, butterfly v units, prestressed cable in folded plate, rocker joint between diaphram and column, stress diagram, valley beam, distribution bars, pipe sleeve, folded plate slab, i.p.s, ridge beam, typical expansion joint detail, copper saddle under flashing, rcc diaphragm beam, n. t. s., key section, key plan, detail plan, enlarged section, r.c.c. foundation, pin joint, floor finish, metal sheet, g.i. gutter, built up purlin, g.i. metal sheet, precast concrete gutter, welded splice joint, bolted splice joint, fish plates to top and bottom flanges, web plates as required, butt weld, temporary web cleats to hold splice for welding, r.c foundation, grout, gusset piece welded to column, two pins, three pins, two pin, one pin, steel key, general notesnotes a portal frame may be defined as a continuous or rigid frame which has the basic characteristic of a rigid or restrained joint between the supporting member or column and the spanning member or beam., hinge joint, ridge, purlins, apex joint alternative detail, precast concrete channel gutter, r.c. foundation, castellated beam, pin or hinge, joint, pitched spanning, member, foundation, point of contra, flexure, bending moment, diagram, rigid connection, spanning member, column, beam, three pin portal frame, two pin portal frame, rigid or fixed portal, frame, simply supported beam, comparision of bending moments, castellations, web post welded, pcc patli, hold fast embedded in patli while casting, j hook, pcc coping, ms gutter, drip mould, rocker joint, diaphragm beam, stirrups, ffl, sleeve cast in sunk slab for drainage pipe, concrete filling, joint sealed with cement slurry pressure grouted, notch in column to house beam at appropriate level, offset in beam to house ciporex slab, r.c.c foundation., c-s screeding, mid-landing, temporary steel wedges, packing if required., precast concrete column, joint completed with, insitu concrete, dry joint, main bars of the column, column stirrups, lower column, upper column, siporex slab, precast rcc column, a precast cement component may be defined as a component cast in formwork in a position other than that which it will finally occupy in the completed sturcture and which, after removal from the forms and maturing, requires to be placed and fixed in position., cast in situ column upto plinth level, reinforcement of the base column acts as dowel for the precast columns, wh – web hole, ch – chord hole, top hole, bottom hole, top view, side view, j-hooke, bitumen washer, p.c.c coping, rag bolt to fix base plate to concrete beam, tube type support, lift car, p.c.c base, living room, bedroom-ii, lobby, m.s angle for the cage, counter weight, m.s channel, car or cage, machine room, machine room – plan, t- section as track, counter weight made up of m.s channels, m.s guide, m.s tracks, m.s box section, automatic lift door, terrace floor, gr. floor, vent, trap door, ventilator, door, cables, bolts, m.s plate, m.s steel section, floor door, steel pin, plate welded to ends of main bars, steel hinge plate cast onto spanning member, joint of flexible rubber or similar material, pitched spanning member, main reinforcement, typical foundation detailsfoundation details, rafter of precast, reinforced concrete portal, precast reinforced, concrete purlin, purlin sit into rebate in frame, main bars, binders, main bars both ways, binding, packing if required, wedged and grounted into, pocket formed in foundation, joint of flexible rubber or, similar material, supporting members, holding down bolt, bearing plate, steel hinge plate cast, reinforcement, pcc eaves gutter beam, hole for access to nut, pcc purlin, laminated frame, profile framing could be faced with plywood, purpose made cast iron, or steel fixing shoe bolted, to foot of leg and fixed to, rc foundation with holding, down bolts, radius to suit ‘lam’ thickness, leg, knee, timber purlin, laminated feather run out or edged on outside, apex butt joint and bolted, stooled end of purlin, cantilever haunch bearing cast on to supporting member, supporting members, recess and threaded stud to receive stooled end and projecting wire loop of purlin, dry splice joint, pocket for bolt nut, pocket for bolt head, stud, knee bracing, apex butt jointed and bolted, solid blocking to apex, timber portal frames, r.c.c. portal frames, chords to both sides, hemispherical dome, vertical axis, ring to base edge, semi circular section, rotating about vertical, axis, ring to base, edge, parabolic section, rotating about, parabolic dome, arch beam, to cut edge, tie beam, around base edge, solid diaphragm, or mullions and, glazing infill, translational dome, hemispherical dome, pendetive, infill panel, or glazing, hemispherical, dome, dome and pendentives of different, hemispheres, dome and pe

Raw text data extracted from CAD file:

\A1;600 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 \A1;230 \A1;450-600 \A1;150 \A1;120 \A1;30 \A1;250 \A1;100 \A1;54 \A1;216 \A1;54 \A1;350 \A1;100 \A1;50 \A1;15 \A1;20 \A1;600 \A1;100 \A1;50 \A1;15 \A1;20 500 60 60 60 60 60 110 230 \A1;600 \A1;625 \A1;625 \A1;750 \A1;750 \A1;625 \A1;750 \A1;750 \A1;750 \A1;150 \A1;100 \A1;350 \A1;120 \A1;30 \A1;250 \A1;90 \A1;30 \A1;450-600 \A1;150 \A1;30 \A1;100 \A1;350 \A1;250 \A1;450-600 \A1;600 \A1;300 \A1;150 \A1;300 \A1;150 5 5 5 5 5 5 5 5 \W5.22901; PRECAST R.C.C \W5.22901; EXT.BEAM \W6.18139; 150X350X350 PRECAST R.C.C COLUMNS 230X500 \W1.31593; SIPOREX SLABS \W1.31593; 100THK X500 \W1.31593; WIDE \W3.98259; 3000 LONG. PRECAST SUNK SLAB UNITS FOR BATH AND W.C BEDROOM W.C BATH KITCHEN LIFT WELL LIVING PRECAST R.C.C CHAJJA EXT.WALL IN P.C BLOCKS 150 WIDE, 100 THK,300LONG \A1;2500 \A1;2500 \A1;3000 \A1;3000 \A1;2500 \A1;3000 \A1;3000 \A1;3000 \A1;60 \A1;230 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 90 30 150 30 120 30 150 250 100 350 250 100 350 \A1;250 \A1;100 \A1;350 \A1;30 \A1;150 \A1;250 \A1;100 \A1;350 \A1;90 \A1;30 \A1;150 \A1;120 \A1;30 \A1;600 \A1;450-600 \A1;300 \A1;150 \A1;300 \A1;150 \A1;30 \A1;150 \A1;250 \A1;100 \A1;350 \A1;250 \A1;100 \A1;350 \A1;90 \A1;30 \A1;150 \A1;120 \A1;30 \A1;60 \A1;230 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 5. R. C. C. F O L D E D P L A T E S ADVANCED BUILDING CONSTRUCTION Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \A1;14400 \A1;14400 \A1;14400 \A1;14400 \A1;19500 \A1;7200 \A1;20600 \A1;3000.0000 \A1;450 \A1;600 GLAZING W UNITS \W2.34301; CAST-IN-SITU \W2.34301; RIDGE JOINT V UNITS \W2.34301; CAST-IN-SITU \W2.34301; RIDGE JOINT \W5.29044; GLAZING OR \W5.29044; ASBESTOS \W5.29044; SHEETING BUTTERFLY V UNITS \W0.86308; \LSHAPES OF FOLDED \W0.76680; \LTYPES OF FOLDED \W3.85908; · SLOPE ARND 35 - 60 DEGREE DEPENDS ON THE SPAN \W3.85908; · LIMIT OF SLOPE SHOULD BE 60 DEGREE OR IT WILL BE LAYED DOWN \W3.85908; & TO STOP FOLDING OUT DIAPHRAGM BEAM PROVIDED AT ENDS \W3.85908; · IF MORE LENGTH THEN EXPANSION JOINT TO PROVIDED THAT RUNS \W3.85908; DOWN TILL THE COLUMNS AT EVERY 35-40 M LENGTH (NOT MORE) \W3.85908; & THE EXPANSION JOINTS ARE PROVIDED AT THE APEX & NOT AT \W3.85908; THE VALLEY \W3.85908; · THE FOLD MAY TAKE THE FORM OF A PITCHED ROOF, MONITOR ROOF \W3.85908; OR A MULTI FOLD ROOF IN SINGLE OR MULTIPLE BAYS WITH \W3.85908; DIAPHRAGMS AT THE SUPPORTS TO COLLECT & DISTRIBUTE THE SLAB \W3.85908; LOADINGS \W3.85908; · FORMWORK MAY BE REQUIRED TO BOTH TOP & BOTTOM FACES OF \W3.85908; THE SLAB \W3.85908; · TO ENABLE CONCRETE TO BE INTRODUCED & VIBRATED, OPENINGS \W3.85908; CAN BE LEFT IN THE UPPER SURFACE FORMWORK & THESE WILL BE \W3.85908; FILLED IN WITH SLIP-IN PIECES AFTER THE CONCRETE HAS BEEN \W3.85908; PLACED & VIBRATED \W3.85908; · FOLDED PLATE IS A FORM OF STRESSED SKIN ROOF & IS SOMETIMES \W3.85908; CALLED FOLDED SLAB CONSTRUCTION \W3.85908; · THE BASIC DESIGN CONCEPT IS TO BEND OR FOLD A FLAT SLAB SO \W3.85908; THAT THE ROOF WILL BEHAVE AS A BEAM SPANNING IN THE \W3.85908; DIRECTION OF THE FOLD \W3.85908; · TO CREATE AN ECONOMICAL ROOF THE OVERALL DEPTH OF THE \W3.85908; ROOF SHOULD BE RELATED TO SPAN & WIDTH SO THAT IT IS \W3.85908; BETWEEN 1/10 (LONG) & 1/15 (SHORT) OF THE SPAN OR 1/10 \W3.85908; OF THE WIDTH, WHICHEVER IS GREATER. \W3.85908; · FOLDED PLATES ARE USED TO SPAN LARGER DISTANCES AND FOR \W3.85908; THEIR AESTHETIC APPEAL. \W3.85908; · THE CONCRETE MIX USED IS M60 WITH A WATER CEMENT RATIO OF \W3.85908; 0.4 IN ORDER TO MAINTAIN WORKABILITY AS WELL AS THE \W3.85908; CONSISTENCY. \W3.85908; · IT IS CAST USING EITHER TIMBER FORMWORK OR STEEL FORMWORK \W3.85908; DEPENDING ON THE TYPE AND SCALE OF THE PROJECT. \W3.85908; · THE ACTION OF THE FOLDED PLATE IS SIMILAR TO A BEAM AND IT \W3.85908; MANAGES TO TAKE GREATER TENSION. \W3.85908; · THE DIAPHRAGM BEAM FURTHER AIDS THIS ACTION AND AT TIMES \W3.85908; THERE MAY BE INTRODUCED INTERMEDIARY STIFFENER BEAMS. \W0.50477; SIMPLY SUPPORTED SLAB BENDS \W0.50477; EASILY DUE TO INCREASE IN \W0.50477; SPAN SINCE ITS DEPTH IS LESS \W2.94453; THE FOLDED PLATE TECHNIQUE \W2.94453; INCREASES THE EFFECTIVE DEPTH \W2.94453; OF THE SLAB, THUS SPANNING \W2.94453; LARGER DISTANCES WITHOUT \W2.94453; SAGGING \W6.35922; USING A DIAPHRAGM BEAM \W6.35922; FURTHER STIFFENS THE FOLDED \W6.35922; PLATE AND ALLOWS IT TO SPAN \W6.35922; GREATER DISTANCES. 50 % LOAD DISTRIBUTION AXIALLY TO EACH DIAPHRAM BEAM PRESTRESSED CABLE IN FOLDED PLATE ROCKER JOINT BETWEEN DIAPHRAM AND COLUMN STRESS DIAGRAM \A1;7200 5 5 5 5 5 5 \A1;20000 \A1;14900 \A1;15200 \A1;15200 \A1;15200 \A1;14900 5 5 5 5 5 5 5 5 \A1;20000 \A1;14900 \A1;15200 \A1;15200 \A1;15200 \A1;14900 5 5 5 5 5 5 5 5 5 5 5 DIAPHRAGM BEAM (LOWER EDGE) VALLEY BEAM MAIN STEEL REINF. OF VALLEY BEAM 16 DIA. DISTRIBUTION BARS \W9.67311; 16 DIA. BOTTOM \W9.98899; BAR PIPE SLEEVE DIAPHRAGM BEAM (UPPER EDGE) FOLDED PLATE SLAB MAIN STEEL REINF. OF RIDGE BEAM 16 DIA. 5 I.P.S RIDGE BEAM \W9.97055; 16 DIA. BENT UP \W9.98899; BAR \A1;2400 \A1;2400 \A1;2400 \A1;1900 \A1;2220 \A1;2715 \A1;2670 \A1;400 \A1;300 \A1;500 \A1;150 \A1;500 \A1;746 \A1;125 \A1;300 \A1;608 5 5 5 5 5 5 5 5 5 2400.0 2400.0 1900.0 600 \A1;5400.0000 \A1;2400 \A1;2400 \A1;2400 \A1;1900 TYPICAL EXPANSION JOINT DETAIL 600x600 RCC STIFFENING BEAM 125 THK RCC FOLDED SLAB 6MM COPPER FLASHING & CLIPS COPPER SADDLE UNDER FLASHING RCC DIAPHRAGM BEAM 900X1200 RCC COLUMN 600mm WIDE GUTTER 50mm WIDE EXPANSION JOINT THROUGHOUT JOINT AFTER EVERY 40M WIDTH I.E. ALTERNATE COLUMN \A1;1500 \A1;1170 \A1;300 \A1;100 \A1;230 \A1;600 \A1;370 \A1;600 5 5 5 5 5 5 5 5 5 DIAPHRAGM BEAM (LOWER EDGE) VALLEY BEAM MAIN STEEL REINF. OF VALLEY BEAM 16 DIA. \W9.88234; DISTRIBUTION \W9.71661; BARS \W9.95889; 16 DIA. BOTTOM \W9.93878; BAR PIPE SLEEVE DIAPHRAGM BEAM (UPPER EDGE) FOLDED PLATE SLAB MAIN STEEL REINF. OF RIDGE BEAM 16 DIA. 5 I.P.S RIDGE BEAM \W9.91334; 16 DIA. BENT UP \W9.93878; BAR \A1;2715 \A1;400 \A1;300 \A1;500 \A1;150 \A1;500 \A1;746 \A1;125 \A1;300 \A1;608 \A1;7200 \A1;20600 \A1;7200 \A1;15200 \A1;15200 \A1;14900 \A1;15200 \A1;14900 \A1;600 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;6000 \A1;6000 \A1;20000 \A1;12000 -227708.0241603482 -227708.0241603482 -227708.0241603482 -227708.0241603482 -227708.0241603482 -227708.0241603482 -227708.0241603482 -227708.0241603482 5 5 5 5 \A1;100 \A1;100 \A1;100 \A1;100 \A1;400 100 100 100 100 400 100 100 100 100 400 100 100 100 300 \A1;100 \A1;100 \A1;100 \A1;100 \A1;400 \A1;100 \A1;100 \A1;100 \A1;300 \A1;600 \A1;6272 \A1;12000 \A1;7274 \W2.36486; \LTYPICAL APEX HINGE N. T. S. KEY SECTION KEY PLAN 1:200 1:200 DETAIL PLAN 1:200 ENLARGED SECTION 1:20 \W4.14765; \LTYPICAL BASE HINGE 230 THK. DRY RUBBLE PACKING 150 THK. P.C.C. R.C.C. FOUNDATION 16 MM THK. M.S. BASE PLATE PIN JOINT FLOOR FINISH METAL SHEET ISMB 250 PORTAL FRAME G.I. GUTTER BUILT UP PURLIN G.I. METAL SHEET RIDGE PIECE 250 DIA 230 THK. DRY RUBBLE PACKING 150 THK. P.C.C. R.C.C. FOUNDATION 16 MM THK. M.S. BASE PLATE PIN JOINT FLOOR FINISH ISMB 300 PORTAL FRAME PRECAST CONCRETE GUTTER M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA WELDED SPLICE JOINT 1:10 BOLTED SPLICE JOINT 1:10 FISH PLATES TO TOP AND BOTTOM FLANGES WEB PLATES AS REQUIRED ISMB 300 AS SPANING MEMBER BUTT WELD TEMPORARY WEB CLEATS TO HOLD SPLICE FOR WELDING R.C FOUNDATION GROUT 300 1 OR 2 TIMES D(600) SUPPORTING MEMBER ISMB 300 GUSSET PIECE WELDED TO COLUMN SUPPORT MEMBER 1SMB 300 TWO PINS R.C FOUNDATION \W1.31699; \LPOCKET FOUNDATION THREE PINS ISMB 300 SPANING MEMBER TWO PIN ONE PIN STEEL KEY GENERAL NOTESNOTES A PORTAL FRAME MAY BE DEFINED AS A CONTINUOUS OR RIGID FRAME WHICH HAS THE BASIC CHARACTERISTIC OF A RIGID OR RESTRAINED JOINT BETWEEN THE SUPPORTING MEMBER OR COLUMN AND THE SPANNING MEMBER OR BEAM. 16 MM THK. M.S. BASE PLATE HINGE JOINT SPANING MEMBER ISMB 300 M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA SUPPORTING MEMBERS ISMB 300 RIDGE SPANING MEMBERS ISMB 300 PURLINS M. S. CLEAT ISMA 65 X 65 X 6 ISMB 300 SPANING MEMBER APEX JOINT ALTERNATIVE DETAIL N. T. S. ISMB 300 SPANING MEMBER M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA M. S. CLEAT ISMA 65 X 65 X 6 150 150 450 230 1000 \LDETAIL @ C (ISOMETRIC PRECAST CONCRETE CHANNEL GUTTER ISMB 300 SUPPORT MEMBER R.C. FOUNDATION HINGES WELDED TO 16 MM THK BASE PLATE B 16 MM THK BASE PLATE HINGE JOINT M.S. ANGLE CLEAT 65 X 65 X 6 CASTELLATED BEAM M.S. ANGLE CLEAT 65 X 65 X 6 600 16 MM THK MS BRACKET WELDED TO BASE PLATE 16 MM THK BASE PLATE WELDED TO STANCHION 16 MM WEB PLATE AT 1000 C/C G.I. METAL SHEET M.S . PURLINS 65 X 65 X 6 A ISMB 300 PORTAL FRAME CASTELLATED BEAM ALTERNATE DETAILS @ A N. T. S. 2. P O R T A L F R A M E S ADVANCED BUILDING CONSTRUCTION PIN OR HINGE JOINT PITCHED SPANNING MEMBER FOUNDATION PIN OR HINGE JOINT POINT OF CONTRA FLEXURE BENDING MOMENT DIAGRAM RIGID CONNECTION SPANNING MEMBER POINT OF CONTRA FLEXURE FOUNDATION COLUMN BENDING MOMENT DIAGRAM BEAM THREE PIN PORTAL FRAME TWO PIN PORTAL FRAME RIGID OR FIXED PORTAL FRAME SIMPLY SUPPORTED BEAM COMPARISION OF BENDING MOMENTS Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: ISMB 300 CASTELLATIONS \W1.65324; \LFABRICATION OF CASTELLATED WEB POST WELDED PCC PATLI HOLD FAST EMBEDDED IN PATLI WHILE CASTING HOLD FAST EMBEDDED IN PATLI WHILE CASTING GL HINGES CAN BE INTRODUCED INTO A PORTAL FRAME DESIGN AT THE BASE CONNECTIONS AND AT THE CENTRE OR APEX OF THE SPANNING MEMBER, GIVING THREE BASIC FORMS OF PORTAL FRAME. 1. FIXED OR RIGID PORTAL FRAME 2. TWO PIN PORTAL FRAME 3. THREE PIN PORTAL FRAME J HOOK \W8.26670; KEY PLANPLAN \W7.46771; 1:250 \W7.38575; SECTION AA'AA' \W7.46771; 1:250 \W1.75532; R.C.C.DIAPHRAGM BEAM \W2.66008; STEEL ALLOY ROCKER \W2.66008; JOINT BASE 600X 600 \W4.46960; ROCKER JOINT FOR \W4.46960; FLEXIBLE MOVEMENT \W3.04103; HOLDING DOWN BOLT \W1.04103; R.C.C. COLUMN 1200 X \W1.04103; 900 \W0.26545; R.C.C.DIAPHRAGM \W0.26545; BEAM 300 X \W0.26545; 1500 \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W2.45593; R.C.C.COLUMN \W3.31307; 600 X 1200 \W2.55116; RIDGE 500MM \W2.55116; WIDE \W1.74164; VALLEY 500MM \W1.74164; WIDE \W5.57383; A \W6.45718; ROCKER JOINTJOINT \W7.70581; 1:10 PCC COPING 12 O DISTRIBUTION REINFORCEMENT 16 O MAIN REINFORCEMENT MS GUTTER DRIP MOULD \W7.24289; SECTION BB'BB' \W7.46771; 1:250 5 5 5 5 ROCKER JOINT DIAPHRAGM BEAM RCC COLUMN 600 X 600 125MM THK RCC FOLDED PLATE PCC COPING \W7.95238; 12 O \W7.95238; DISTRIBUTION \W7.95238; REINFORCEMENT \W3.57143; 16 O MAIN \W3.57143; REINFORCEMENT 125MM THK RCC FOLDED PLATE DRIP MOULD ROCKER JOINT DIAPHRAGM \W4.19048; BEAM PIPE SLEEVE I.P.S RCC BRACKETS \W2.61905; 300 X 300 RCC COLUMN 600 X 1200 \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.46771; 1:100 \W3.07623; ENLARGED DETAIL AT ADETAIL AT A \W7.70581; 1:50 TYPICAL EXPANSION JOINT DETAIL 600x600 RCC STIFFENING BEAM 125 THK RCC FOLDED SLAB 6MM COPPER FLASHING & CLIPS COPPER SADDLE UNDER FLASHING RCC DIAPHRAGM BEAM 600X1200 RCC COLUMN 600mm WIDE GUTTER 50mm WIDE EXPANSION JOINT THROUGHOUT JOINT AFTER EVERY 40M WIDTH I.E. ALTERNATE COLUMN \W3.05242; ENLARGED DETAIL AT CDETAIL AT C \W7.70581; 1:25 \W5.47859; B \W5.50240; C \W4.69402; DIAPHRAGM \W4.69402; BEAM \W4.38797; R.C.C. FOLDED \W4.38797; PLATES \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W8.55116; R.C.C. \W8.55116; BRACKETS \W4.26545; 300 X 300 \A1;600 \A1;450-600 \A1;300 \A1;150 \A1;300 \A1;150 \A1;250 \A1;100 \A1;350 \A1;250 \A1;100 \A1;350 \A1;150 \W0.78384; PRECAST RCC \W0.78384; CHAJJA \W0.49228; DRIP MOULD IN \W0.49228; PLASTER \W1.29951; 8 O @ \W1.29951; 150 \W1.29951; C/C \W3.96453; EXTERNAL WALL IN \W3.96453; PRECAST CONCRETE \W3.96453; BLOCKS 150 X 100 X \W3.96453; 300 10 O ANCHOR BAR STIRRUPS FFL \W2.56857; \LPRECAST RCC BEAM TO 8 O BEAM STIRRUPS \W2.25531; \LPRECAST RCC BEAM TO 500 60 60 60 60 60 110 230 NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W2.09167; PRECAST RCC SUNK SLAB \W4.18691; UNITS FOR BATH/WC \W2.70275; 100 MM THK PRECAST \W2.70275; RCC \W4.51227; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 600 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 \W2.00710; SCHEMATIC LAYOUT PLAN OF A \W2.00710; RESIDENTIAL BUILDING IN PRECAST \W2.00710; R.C.C CONSTRUCTION \W9.28765; MAIN BARS IN BOTH \W9.28765; DIRECTIONS. \W5.49386; PRECAST CONCRETE COLUMN \W5.49386; GROUTED INTO POCKET IN \W5.49386; FOUNDATION. R.C.C FOUNDATION. C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W0.40624; 8 O BEAM \W1.16815; STIRRUPS \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS \W3.57857; ENLARGED SECTION SHOWING THE \W3.57857; STRUCTURAL COMPONENTS OF A PRECAST \W3.57857; CONCRETE STRUCTURE PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W3.22023; PRECAST RCC \W3.22023; STAIRCASE SLAB UNIT FFL PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W2.56857; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 450-600 \W7.10301; BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 PRECAST CONCRETE COLUMN JOINT COMPLETED WITH INSITU CONCRETE DRY JOINT MAIN BARS OF THE COLUMN COLUMN STIRRUPS LOWER COLUMN UPPER COLUMN MAIN BARS OF THE COLUMN 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE \W0.39428; FIXING OF FAN HOOK \W0.39428; TO SIPOREX SLAB \W0.50594; COLUMN TO COLUMN \W0.50594; JUNCTION PRECAST RCC COLUMN 300 150 300 150 A PRECAST CEMENT COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. \W1.76564; PRECAST RCC \W1.76564; CHAJJA \LDISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. \LADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. 90 30 150 30 120 30 150 250 100 350 250 100 350 6. P R E C A S T C O N C R E T E S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION C-S SCREEDING \W2.46609; CIPOREX SLAB 100 \W2.46609; THK-500 WIDE-3000 \W2.46609; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS FFL \W0.61152; ENLARGED DETAIL \W0.61152; OF PRECAST RCC \W0.61152; BEAM & SLAB Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: CAST IN SITU COLUMN UPTO PLINTH LEVEL REINFORCEMENT OF THE BASE COLUMN ACTS AS DOWEL FOR THE PRECAST COLUMNS \W4.09167; ALTERNATIVE FOOTING \W4.09167; DETAIL-POCKET FOUNDATION \W3.27758; ENLARGED SECTION \W3.27758; SHOWING THE \W3.27758; STRUCTURAL \W3.27758; COMPONENTS OF A \W3.27758; PRECAST CONCRETE \W3.27758; STRUCTURE \W4.35208; ALTERNATIVE DETAIL-POCKET \W4.35208; FOUNDATION 85 50 50 50 50 50 50 5 50 5 5 5 \A1;150 \A1;12000 \A1;16000 \A1;60° \A1;60° \A1;120° \A1;60° \A1;600 \A1;4200 \A1;2000 \A1;6800 \A1;5000 \A1;900 \A1;600 \A1;3385 \A1;1015 \A1;1000 \A1;1000 \A1;85 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;1000 \A1;1000 \A1;1000 \A1;230 \A1;1000 \A1;1000 \A1;60° \A1;60° \A1;60° \A1;60° \A1;60° ADVANCED BUILDING CONSTRUCTION 3. S P A C E F R A M E S Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \W3.85908; · A SPACE FRAME ALWAYS HAS A CONSIDERABLE RESERVE OF STRENGTH SINCE SOME \W3.85908; OF THE BARS ARE HARDLY LOADED AT ALL, THOUGH THIS INVOLVES UNECONOMICAL \W3.85908; USE OF MATERIAL. IN SPITE OF THIS ENTIRE DRAWBACK, THE USE OF \W3.85908; SITE-ASSEMBLED SPACE FRAMES IS OFTEN THE BEST SOLUTION TO PROBLEMS OF \W3.85908; BRIDGING SPACES. \W3.85908; · THE GEOMETRY OF SPACE FRAMES TAKES MANY ALTERNATIVE FORMS. IT IS \W3.85908; ADVISABLE TO LIMIT THE VARIETY OF SIZE MEMBERS AND TO USE SHORTER BARS IN \W3.85908; COMPRESSIONS THAN IN TENSION. \W3.85908; · SEVERAL DIFFERENT TYPES OF CONNECTIONS HAVE BEEN DEVELOPED, WITH A \W3.85908; VARIETY OF EACH TYPE. IN ADDITION TO THE WELDED SPACE FRAMES, THOSE \W3.85908; ASSEMBLED BY USING MECHANICAL JOINTS ARE IN REGULAR CURRENT USE. \W3.85908; · THE GREAT ADVANTAGES OF THESE SPACE FRAMES ARE THAT: \W5.11059; 1. THE SUPPORTS CAN BE WIDELY SPACED. \W5.25344; 2. THE SPACE FRAME ELEMENT CAN BE PRODUCED IN THE FACTORY WITH \W5.25344; INDUSTRIALIZED METHODS, AND THE FRAME CAN BE RAPIDLY ASSEMBLED ON \W5.25344; SITE, USING PREFABRICATED UNITS. \W5.25344; 3. BETWEEN THE TWO FLANGES OF THE SPACE FRAMES, DUCTS AND OTHER \W5.25344; LOADS CAN BE READILY LOCATED. 6.150189267471474 6.150189267471474 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 450d RCC STUB COLUMN 16MM THK 450d M.S. CAP PLATE OVER RCC STUB 16 MM THK 450d M.S. BASE PLATE WELDED TO SUPPORT MEMBER 12 MM THK M.S. FLANGES WELDED TO SUPPORT MEMBER & BASE PLATE 300d HOLLOW M.S. PIPE AS SUPPORT MEMBER 16MM THK 450d M.S. CAP PLATE OVER SUPPORT MEMBER 16 MM THK 450d M.S. BASE PLATE WELDED TO 75d M.S. PIPE 75d M.S. PIPE AS CONNECTOR BETWEEN BASE PLATE AND SPHERICAL NODE \W3.33704; \LENLARGED DETAIL AT B WH - WEB HOLE CH CH CH CH CH CH WH WH WH WH CH - CHORD HOLE WH WH CH CH CH CH TOP HOLE BOTTOM HOLE TOP HOLE 6.150189267471474 TOP VIEW SIDE VIEW \W2.28817; \LENLARGED J-HOOKE BITUMEN WASHER 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 \W4.79349; KEY PLANPLAN \W6.00252; 1:100 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 50d WEB TUBE 50Ø BOTTOM CHORD AT AN ANGLE OF 60° WITH NETWORK OF MAIN CHORD SPHERICAL METRO NODE JOINT-STEEL THREADED BALL ALLOWING 8 STEEL TUBES TO BE CONNECTED IN 4 PLANES 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) \W3.60302; KEY SECTIONSECTION \W6.00252; 1:100 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 100d P.V.C. STORM WATER DRAIN PIPE \W0.12470; ALLUMINIUM GUTTER \W0.12470; OVER PRESSED \W0.12470; METAL SHEET \W0.12470; SCREWED TO TOP \W0.12470; ALUMINIUM CHORD DRIP MOULD P.C.C COPING 150MM THK BRICK PARAPET WALL RAG BOLT TO FIX BASE PLATE TO CONCRETE BEAM TUBE TYPE SUPPORT R.C.C. BEAM 230 X 600 R.C.C. COLUMN 450 X 600 \W0.77314; \LENLARGED DETAIL AT \W2.65409; ENLARGED PLANPLAN \W6.44190; 1:10 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER \W4.69201; 450Ø RCC STUB \W4.69201; COLUMN \W9.39706; 10MM THK \W9.39706; CORRUGATED \W9.39706; TRANSLUCENT \W9.39706; POLYCARBONATE \W9.39706; SHEET R.C.C. COLUMN 450 X 600 \W6.87325; SPACE FRAME \W6.87325; FABRICATED OUT OF \W6.87325; 50Ø STEEL TUBES 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER 6.150189267471474 6.150189267471474 230 WIDE ALUMINIUM CHANNEL GUTTER 6.150189267471474 C \W0.77314; \LENLARGED DETAIL AT A B 6.150189267471474 6.150189267471474 \A1;2825 LIFT CAR \W8.86285; TYING PIECE \W8.86285; ARRANGEMENT FOR \W8.86285; CABLES \W1.37303; 230 MM THK \W1.37303; SHEAR WALL \W0.86285; 75X75 MM M.S ANGLE \W0.86285; @1500C/C \W6.05333; M.S TRACK FOR \W6.05333; RUNNING COUNTER \W6.05333; WEIGHT \W5.00571; COUNTER WEIGHT \W2.43428; 12 MM THK GUSSET \W2.43428; PLATE \W0.81524; M.S CHANNEL SECTION \W3.86285; M.S GRILLED CAGE \W5.61411; COUNTER \W5.61411; WEIGHT BUFFER \W3.81524; CAR/CAGE BUFFER \W0.81524; 12 MM THK M.S BASE \W0.81524; PLATE P.C.C BASE \W4.62476; RAFT FOUNDATION 2100 5 2000 1650 900 600 2500 2000 230 900 600 230 \W2.10019; \LENLARGED 1:25 600 600 2000 A' A 230 230 LIVING ROOM LIVING ROOM BEDROOM BEDROOM BEDROOM c1 D1 D1 D1 D1 D1 D2 D2 D2 D2 D2 D2 D4 5 KITCHEN BEDROOM-II LOBBY 12MM THK M.S BASE PLATE \W1.65251; M.S CHANNEL WELDED \W1.65251; BACK TO BACK 12 MM THK M.S BASE PLATE M.S ANGLE FOR THE CAGE \W7.84299; STEEL CABLES \W3.03347; TYING ARRANGEMENT \W3.03347; FOR STEEL CABLES \A1;600 \A1;600 \A1;2000 \A1;230 \A1;230 \A1;600 \A1;900 \A1;600 \A1;2500 \A1;2000 \A1;230 \A1;900 \A1;230 \A1;2100 \A1;900 \A1;2000 \A1;1650 COUNTER WEIGHT M.S CHANNEL \W6.46222; DRIVING SHEAVE \W4.84317; DIVERTING PULLEY \W6.74794; STEEL CABLES/ \W4.93841; ROPES AUTOMATIC \W4.93841; SLIDING \W0.65270; FLOOR DOOR ATTACHED \W0.65270; TO THE FRAME \W4.27175; R.C.C SHEAR WALL \W5.55746; COUNTER WEIGHT car or cage \W5.31937; GRILLED CAGE AT \W6.41460; THE BOTTOM TO \W6.41460; PREVENT COLLAPSING \W1.65270; OF COUNTER WEIGHT \W1.60508; IN CASE OF ACCIDENT \W9.17651; CAR BUFFER \W5.55746; COUNTER WEIGHT \W5.55746; BUFFER \W4.84317; P.C.C PROJECTION \W8.17651; FOR BUFFERS \W5.17651; RAFT FOUNDATION MACHINE ROOM KEY PLAN 1:200 MACHINE ROOM - PLAN 1:50 ADVANCED BUILDING CONSTRUCTION 1. L I F T S Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \W0.53159; \LENLARGED DETAIL AT B \W3.91254; SECTION AA'AA' \W6.24049; 1:50 1. STEEL CABLES BOLTED TO THE CAR LOOP OVER THE SHEAVE. 2. THE SHEAVES GROOVES GROUPS THE STEEL CABLES. 3. THE ELECTRIC MOTOR ROTATES THE SHEAVE CAUSING THE CABLES TO MOVE TOO 4. AS THE CABLES MOVE, THE CAR IS LIFTED. 230 MM THK R.C.C SHEAR WALL M.S ANGLE @1.5 M C/C T- SECTION AS TRACK COUNTER WEIGHT MADE UP OF M.S CHANNELS M.S ANGLE SECTIONS 75X75 M.S BRACKET @ 1500MM C/C M.S GUIDE M.S TRACKS M.S BOX SECTION AUTOMATIC LIFT DOOR TERRACE FLOOR 2ND FLOOR 1ST FLOOR GR. FLOOR \W3.74794; COMPRESSED CORK \W3.74794; INSULATION \W2.79556; 75MM THK PCC BED VENT TRAP DOOR VENTILATOR DOOR C \W0.53159; \LENLARGED DETAIL AT 450 \W0.83134; M.S T-SECTION AS \W0.83134; TRACK \W0.83134; 100X100X12MM \W0.69410; M.S BRACKET \W0.69410; @ \W0.69410; 1500MMC/C \W2.72054; M.S GUIDE \W2.72054; 45X45 \W5.81880; M.S BOX \W5.81880; SECTION \W3.72356; 200 X 200 \W1.67543; M.S ANGLES \W1.41968; M.S STRAPS \W0.49514; M.S BOLTS 20MM GAUGED STEEL SHEET \W0.53159; \LENLARGED DETAIL AT A CABLES BOLTS M.S PLATE M.S STEEL SECTION \W2.46016; COUNTERWEIGHT FLOOR DOOR 4910 1500 2435 1200 1005 \W2.40689; TERRACE \W2.40689; FLOOR BELOW MACHINE ROOM \W6.46222; DRIVING SHEAVE \W5.13587; VENTILATOR \W2.79556; 75MM THK PCC BED \W9.98603; TRAP DOOR \A1;200 \A1;175 \A1;100 \A1;65 \A1;110 \A1;75 \A1;690 \A1;2D \A1;200 \A1;D \A1;20 \A1;600 \A1;20 \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. 2 NO. LEAVES 3 NO. LEAVES STEEL PIN PLATE WELDED TO ENDS OF MAIN BARS STEEL HINGE PLATE CAST ONTO SPANNING MEMBER JOINT OF FLEXIBLE RUBBER OR SIMILAR MATERIAL PITCHED SPANNING MEMBER MAIN REINFORCEMENT -231926.9794808184 TYPICAL FOUNDATION DETAILSFOUNDATION DETAILS N. T. S. RAFTER OF PRECAST REINFORCED CONCRETE PORTAL FRAME PRECAST REINFORCED CONCRETE PURLIN PURLIN SIT INTO REBATE IN FRAME MAIN BARS BINDERS R.C. FOUNDATION MAIN BARS BOTH WAYS 600 MAIN BARS BINDERS R.C. FOUNDATION MAIN BARS BOTH WAYS BINDERS MAIN BARS R.C. FOUNDATION MAIN BARS BOTH WAYS 75 WEAK CONCRETE (1:12) BINDING PACKING IF REQUIRED BINDERS 1:2 CM/SAND GROUT 300 X 200 SUPPORTING MEMBER WEDGED AND GROUNTED INTO POCKET FORMED IN FOUNDATION JOINT OF FLEXIBLE RUBBER OR SIMILAR MATERIAL SUPPORTING MEMBERS 75 WEAK CONCRETE (1:12) BINDING MAIN BARS BOTH WAYS HOLDING DOWN BOLT BEARING PLATE 2 NO. LEAVES STEEL HINGE PLATE CAST STEEL PIN REINFORCEMENT -231926.9794808184 -231926.9794808184 \LENLARGED DETAIL @ B ENLARGED DETAIL @ ADETAIL @ A 100 100 490 125 PCC EAVES GUTTER BEAM \W2.95238; HAUNCH BEARING \W2.95238; CAST ON TO \W2.95238; SUPPORTING MEMBER 20MM DIA FIXING \W0.42857; BOLTS THROUGH \W7.80952; SPLICE HOLE FOR ACCESS TO NUT PCC PURLIN \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. LAMINATED FRAME PROFILE FRAMING COULD BE FACED WITH PLYWOOD radius 150xlam thickness \LKNEE DETAIL PURPOSE MADE CAST IRON OR STEEL FIXING SHOE BOLTED TO FOOT OF LEG AND FIXED TO RC FOUNDATION WITH HOLDING DOWN BOLTS radius to suit 'lam' thickness LEG KNEE TIMBER PURLIN LAMINATED FEATHER RUN OUT OR EDGED ON OUTSIDE APEX BUTT JOINT AND BOLTED \LSECTION THROUGH LEG N. T. S. N. T. S. STOOLED END OF PURLIN -231926.9794808184 -231926.9794808184 -231926.9794808184 -231926.9794808184 -231926.9794808184 -231926.9794808184 · PORTAL FRAMES MAY BE DEFINED AS A CONTINUOUS OR RIGID FRAME HAVING THE BASIC CHARACTERISTIC OF A RIGID OR RESTRAINED JOINT BETWEEN THE SUPPORTING MEMBER OR COLUMN AND THE SPANNING MEMBER OR BEAM. THE OBJECT OF THIS CONTINUITY OF THE PORTAL FRAME IS TO REDUCE THE BENDING MOMENT IN THE SPANNING MEMBER BY ALLOWING THE FRAME TO ACT AS ONE STRUCTURAL ENTITY, THUS DISTRIBUTING THE STRESSES THROUGHOUT THE FRAME. · A CONVENTIONAL SIMPLY SUPPORTED BEAM IF USED OVER A LARGE SPAN, THE EXCESSIVE BENDING MOMENT WILL OCCUR AT THE MID-SPAN, WHICH WOULD NECESSITATE A DEEP HEAVY BEAM OR A BEAM SHAPED TO GIVE A LARGE CROSS SECTION AT THE MID SPAN OR ALTERNATIVELY A DEEP CROSS MEMBER OF LATTICE STRUTS AND TIES CAN BE USED. · THEY ARE THE MOST COMMONLY USED STRUCTURAL FORMS FOR SINGLE-STOREY INDUSTRIAL STRUCTURES. THEY ARE CONSTRUCTED MAINLY USING HOT-ROLLED SECTIONS, SUPPORTING THE ROOFING AND SIDE CLADDING VIA COLD-FORMED PURLINS AND SHEETING RAILS. WITH A BETTER UNDERSTANDING OF THE STRUCTURAL BEHAVIOR OF SLENDER PLATE ELEMENTS UNDER COMBINED BENDING MOMENT, AXIAL LOAD AND SHEAR FORCE, MANY FABRICATORS NOW OFFER A STRUCTURAL FRAME FABRICATED FROM PLATE ELEMENTS. THESE FRAMES ARE COMPOSED OF TAPERED STANCHIONS AND RAFTERS IN ORDER TO PROVIDE AN ECONOMIC STRUCTURAL SOLUTION FOR SINGLE-STOREY BUILDINGS. PORTAL FRAMES OF LATTICE MEMBERS MADE OF ANGLES OR TUBES ARE ALSO COMMON, ESPECIALLY IN THE CASE OF LONGER SPANS. -231926.9794808184 A B \LCONNECTION OF CANTILEVER HAUNCH BEARING CAST ON TO SUPPORTING MEMBER SUPPORTING MEMBERS RECESS AND THREADED STUD TO RECEIVE STOOLED END AND PROJECTING WIRE LOOP OF PURLIN 20MM DIA FIXING BOLTS THROUGH SPLICE DRY SPLICE JOINT POCKET FOR BOLT NUT PITCHED SPANNING MEMBER POCKET FOR BOLT HEAD 20MM DIA FIXING BOLTS THROUGH SPLICE -231926.9794808184 N. T. S. N. T. S. -231926.9794808184 \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. -231926.9794808184 PITCHED SPANNING MEMBER STUD KNEE KNEE BRACING \W9.66881; \LPLYWOOD FACED PORTAL APEX BUTT JOINTED AND BOLTED SOLID BLOCKING TO APEX 6 MM THK. PLYWOOD FACING TO BOTH SIDES LEG - WIDTH VARIES 750-300 N. T. S. TIMBER PORTAL FRAMES R.C.C. PORTAL FRAMES \LKNEE DETAIL ALTERNATIVE N. T. S. \W2.52381; 75 MM THICK SOFTWOOD \W0.57143; FRAMING TO FORM PROFILE AND PROVIDE SUPPORT FOR \W8.14286; EAVES 6 MM PLY WOOD FACING TO BOTH SIDES 125X50 STUDS CHORDS TO BOTH SIDES PURPOSE MADE CAST IRON OR STEEL FIXING SHOE BOLTED TO FOOT OF LEG AND FIXED TO RC FOUNDATION WITH HOLDING DOWN BOLTS N. T. S. 2. P O R T A L F R A M E S - II ADVANCED BUILDING CONSTRUCTION Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \A1;150 \A1;12000 \A1;16000 \A1;60° \A1;60° \A1;120° \A1;60° \A1;600 \A1;4200 \A1;2000 \A1;6800 \A1;5000 \A1;900 \A1;600 \A1;3385 \A1;1015 \A1;1000 \A1;1000 \A1;230 \A1;1000 \A1;1000 \A1;60° \A1;60° \A1;60° \A1;60° \A1;60° ADVANCED BUILDING CONSTRUCTION 3. S P A C E F R A M E S Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \W3.85908; · A SPACE FRAME ALWAYS HAS A CONSIDERABLE RESERVE OF STRENGTH SINCE SOME \W3.85908; OF THE BARS ARE HARDLY LOADED AT ALL, THOUGH THIS INVOLVES UNECONOMICAL \W3.85908; USE OF MATERIAL. IN SPITE OF THIS ENTIRE DRAWBACK, THE USE OF \W3.85908; SITE-ASSEMBLED SPACE FRAMES IS OFTEN THE BEST SOLUTION TO PROBLEMS OF \W3.85908; BRIDGING SPACES. \W3.85908; · THE GEOMETRY OF SPACE FRAMES TAKES MANY ALTERNATIVE FORMS. IT IS \W3.85908; ADVISABLE TO LIMIT THE VARIETY OF SIZE MEMBERS AND TO USE SHORTER BARS IN \W3.85908; COMPRESSIONS THAN IN TENSION. \W3.85908; · SEVERAL DIFFERENT TYPES OF CONNECTIONS HAVE BEEN DEVELOPED, WITH A \W3.85908; VARIETY OF EACH TYPE. IN ADDITION TO THE WELDED SPACE FRAMES, THOSE \W3.85908; ASSEMBLED BY USING MECHANICAL JOINTS ARE IN REGULAR CURRENT USE. \W3.85908; · THE GREAT ADVANTAGES OF THESE SPACE FRAMES ARE THAT: \W5.11059; 1. THE SUPPORTS CAN BE WIDELY SPACED. \W5.25344; 2. THE SPACE FRAME ELEMENT CAN BE PRODUCED IN THE FACTORY WITH \W5.25344; INDUSTRIALIZED METHODS, AND THE FRAME CAN BE RAPIDLY ASSEMBLED ON \W5.25344; SITE, USING PREFABRICATED UNITS. \W5.25344; 3. BETWEEN THE TWO FLANGES OF THE SPACE FRAMES, DUCTS AND OTHER \W5.25344; LOADS CAN BE READILY LOCATED. 6.150189267471474 6.150189267471474 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 450d RCC STUB COLUMN 16MM THK 450d M.S. CAP PLATE OVER RCC STUB 16 MM THK 450d M.S. BASE PLATE WELDED TO SUPPORT MEMBER 12 MM THK M.S. FLANGES WELDED TO SUPPORT MEMBER & BASE PLATE 300d HOLLOW M.S. PIPE AS SUPPORT MEMBER 16MM THK 450d M.S. CAP PLATE OVER SUPPORT MEMBER 16 MM THK 450d M.S. BASE PLATE WELDED TO 75d M.S. PIPE 75d M.S. PIPE AS CONNECTOR BETWEEN BASE PLATE AND SPHERICAL NODE \W3.33704; \LENLARGED DETAIL AT B WH - WEB HOLE CH CH CH CH CH CH WH WH WH WH CH - CHORD HOLE WH WH CH CH CH CH TOP HOLE BOTTOM HOLE TOP HOLE 6.150189267471474 TOP VIEW SIDE VIEW \W2.28817; \LENLARGED J-HOOKE BITUMEN WASHER 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 \W4.79349; KEY PLANPLAN \W6.00252; 1:100 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 50d WEB TUBE 50Ø BOTTOM CHORD AT AN ANGLE OF 60° WITH NETWORK OF MAIN CHORD SPHERICAL METRO NODE JOINT-STEEL THREADED BALL ALLOWING 8 STEEL TUBES TO BE CONNECTED IN 4 PLANES 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) \W3.60302; KEY SECTIONSECTION \W6.00252; 1:100 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 100d P.V.C. STORM WATER DRAIN PIPE \W0.12470; ALLUMINIUM GUTTER \W0.12470; OVER PRESSED \W0.12470; METAL SHEET \W0.12470; SCREWED TO TOP \W0.12470; ALUMINIUM CHORD DRIP MOULD P.C.C COPING 150MM THK BRICK PARAPET WALL RAG BOLT TO FIX BASE PLATE TO CONCRETE BEAM TUBE TYPE SUPPORT R.C.C. BEAM 230 X 600 R.C.C. COLUMN 450 X 600 \W0.77314; \LENLARGED DETAIL AT \W2.65409; ENLARGED PLANPLAN \W6.44190; 1:10 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER \W4.69201; 450Ø RCC STUB \W4.69201; COLUMN \W9.39706; 10MM THK \W9.39706; CORRUGATED \W9.39706; TRANSLUCENT \W9.39706; POLYCARBONATE \W9.39706; SHEET R.C.C. COLUMN 450 X 600 \W6.87325; SPACE FRAME \W6.87325; FABRICATED OUT OF \W6.87325; 50Ø STEEL TUBES 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 6.150189267471474 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER 6.150189267471474 6.150189267471474 230 WIDE ALUMINIUM CHANNEL GUTTER 6.150189267471474 C \W0.77314; \LENLARGED DETAIL AT A B 6.150189267471474 6.150189267471474 E B F C D ADVANCED BUILDING CONSTRUCTION HEMISPHERICAL DOME vertical axis RING TO BASE EDGE SEMI CIRCULAR SECTION ROTATING ABOUT VERTICAL AXIS vertical axis ring to base edge parabolic section rotating about vertical axis PARABOLIC DOME arch beam to cut edge tie beam around base edge solid diaphragm or mullions and glazing infill TRANSLATIONAL DOME hemispherical dome pendetive infill panel or glazing hemispherical dome infill panel or glazing pendetive dome and pendentives of different hemispheres DOME AND PENDENTIVES WITH DRUM hemispherical dome pendetive infill panel or glazing drum which could be performed with openings upstand arch rib downstand arch rib downstand stiffening beam upstand stiffening beam column foundation glazing horizontal square abcd ONE CORNER RAISED straight line limited hyperbolic paraboloids VIEW hed arch with glazing conoid shells H CONOID SHELL ROOF L -somewhat less than half s H -about sixth & h ninth of s h S W square dome shell perimeter tie beam glazing SQURE DOME SHELL ROOF W S barrel vault spandrel glazing L w w rise barrel vault edge beam 4. S H E L L S T R U C T U R E S \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam DOME AND PENDENTIVESOF SAME HEMISPHERE \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W1.45715; hemispherical \W1.45715; dome \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam outline of straight line limited hyperbolic parabola reinforced concrete umbrella roof formed by for hyperbolic paraboloid shells supported on a central column setting out lines of shells straight line limited hyperbolic paraboloids LONG SPAN BARREL VAULT outline of hyperboloid surface \W4.35755; HYPERBOLIC \W4.35755; PARABOLOID SURFACE \W2.40792; BARREL VAULT SHELL ROOF HYPERBOLIC PARABOLOID SHELL straight line limited hyperbolic paraboloid formed by raisinf corners A and B of square ABCD to E and F respectively so that Ae=CF \W1.67183; THREE CORNERS \W1.67183; RAISED DIFFERENT \W1.67183; HEIGHTS TWO CORNERS RAISED THE SAME HEIGHT TWO CORNERS RAISED DIFFERENT HEIGHTS DOMES: DOMES IN THEIR SIMPLEST FORM CONSIST OF HALF SPHERE SHAPE, HOWEVER DOMES BASED ON ELLIPSE, PARABOLA AND HYPERBOLA ARE ALSO POSSIBLE. \W3.85900; · DOMES ARE DOUBLE CURVATURE \W3.85900; SHELLS WHICH CAN BE \W3.85900; ROTATIONAL AND ARE FORMED BY \W3.85900; A CURVED LINE ROTATING \W3.85900; AROUND A VERTICAL AXIS. \W3.85900; · TRANSLATIONAL DOMES ARE \W3.85900; FORMED BY A CURVED LINE \W3.85900; MOVING OVER ANOTHER CURVED \W3.85900; LINE \W3.85900; · PENDENTIVE DOMES ARE FORMED \W3.85900; BY INSCRIBING WITHIN THE BASIC \W3.85900; CIRCLE A POLYGON AND CUTTING \W3.85900; VERTICAL PLANES THROUGH THE \W3.85900; TRUE HEMISPHERICAL DOME. DOMES SHELL ROOF TEND TO FLATTEN DUE TO THE LOADINGS AND THIS TENDENCY IS RESISTED BY STIFFENING BEAMS OR SIMILAR TO ALL CUT EDGES. DOMES WITH RISE MORE THAN ONE SIXTH OF THEIR DIAMETER (R> 1/6 DIA) WILL REQUIRE RING BEAM. CONOID SHELLS: CONOIDS A SIMILAR TO BARREL VAULTS BUT IS DOUBLE CURVATURE SHELLS AS OPPOSED TO A SINGLE CURVATURE OF THE BARREL VAULT. AS PER THEIR FORMATIONS TWO BASIC GEOMETRICAL FORMS ARE POSSIBLE: \W3.85892; · A STRAIGHT LINE IS MOVED \W3.85892; ALONG A CURVED LINE AT ONE \W3.85892; END AND A STRAIGHT LINE AT \W3.85892; THE OTHER END. THE RESULTANT \W3.85892; SHAPE BEING CUT TO THE \W3.85892; REQUIRED LENGTH. \W3.85892; · A STRAIGHT LINE IS MOVED \W3.85892; ALONG A CURVED LINE AT ONE \W3.85892; END AND A DIFFERENT CURVED \W3.85892; LINE AT THE OTHER END. HYPERBOLIC PARABOLOIDS: THESE ARE DOUBLE-CURVATURE SADDLE-SHAPED SHELLS FORMED GENERALLY BY MOVING A VERTICAL PARABOLA OVER ANOTHER VERTICAL PARABOLA SET AT RIGHT ANGLE TO THE MOVING PARABOLA. THE SADDLE SHAPE CREATED IS TERMED AS HYPERBOLIC PARABOLOID BECAUSE HORIZONTAL SECTION TAKEN THROUGH THE ROOF WILL GIVE A HYPERBOLIC OUTLINE AND A VERTICAL SECTION WILL RESULT IN PARABOLIC OUTLINE. \W3.85883; · A WARPED PARALLELOGRAM OR \W3.85883; STRAIGHT LINE LIMITED \W3.85883; HYPERBOLIC PARABOLOID IS \W3.85883; FORMED BY RAISING OR \W3.85883; LOWERING ONE OR MORE \W3.85883; CORNERS OF A SQUARE. \W3.85883; · BY VIRTUE OF ITS SHAPE THIS \W3.85883; FORM OF SHELL ROOF HAS A \W3.85883; GREATER RESISTANCE TO \W3.85883; BUCKLING THAN DOMES SHAPES \W3.85883; · HYPERBOLIC PARABOLOID SHELLS \W3.85883; CAN BE USED SINGLE OR IN \W3.85883; CONJUNCTION WITH ANOTHER TO \W3.85883; COVER ANY PARTICULAR PLAN \W3.85883; SHAPE OR SIZE. \W3.85883; · IF THE RISE- I.E. THE \W3.85883; DIFFERENCE BETWEEN THE HIGH \W3.85883; AND LOW POINTS OF THE \W3.85883; ROOF-IS SMALL THE RESULT \W3.85883; WILL BE HYPERBOLIC PARABOLOID \W3.85883; OF LOW CURVATURE ACTING \W3.85883; STRUCTURALLY LIKE PLATE AND \W3.85883; WILL BE RELATIVELY THICK TO \W3.85883; PROVIDE THE NECESSARY \W3.85883; RESISTANCE TO DEFLECTION. \W3.85883; · TO OBTAIN FULL ADVANTAGE OF \W3.85883; THE INBUILT STRENGTH OF THE \W3.85883; SHAPE THE RISE TO THE \W3.85883; DIAGONAL SPAN RATIO SHOULD \W3.85883; NOT BE LESS THAN 1:15, INDEED \W3.85883; HIGHER THE RISE THE GREATER \W3.85883; WILL BE THE STRENGTH AND THE \W3.85883; SHELL CAN THINNER. \W3.85883; · BY ADOPTING SUITABLE RISE TO \W3.85883; SPAN RATION IT IS POSSIBLE TO \W3.85883; CONSTRUCT CONCRETE SHELLS \W3.85883; WITH DIAGONAL SPANS OF UPTO \W3.85883; 35.0 MTS. WITH SHELL \W3.85883; THICKNESS OF ONLY 50 Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: dome formed by a plane curve moving parallel to itself along another plane curve \A1;2400 \A1;2400 \A1;2400 \A1;1900 \A1;1500 \A1;1170 \A1;300 \A1;100 \A1;230 \A1;600 \A1;370 \A1;600 \A1;450 \A1;4910 \A1;1500 \A1;2435 \A1;1200 \A1;1005 \A1;2400 \A1;2400 \A1;2400 \A1;1900 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 \A1;230 \A1;90 \A1;30 \A1;30 \A1;120 \A1;30 \A1;150 \A1;450 \A1;4910 \A1;1500 \A1;2435 \A1;1200 \A1;1005 5 5 5 5 5 5 5 5 \W8.26670; KEY PLANPLAN \W7.46771; 1:250 \W7.38575; SECTION AA'AA' \W7.46771; 1:250 \W1.75532; R.C.C.DIAPHRAGM BEAM \W2.66008; STEEL ALLOY ROCKER \W2.66008; JOINT BASE 600X 600 \W4.46960; ROCKER JOINT FOR \W4.46960; FLEXIBLE MOVEMENT \W3.04103; HOLDING DOWN BOLT \W1.04103; R.C.C. COLUMN 1200 X \W1.04103; 900 \W0.26545; R.C.C.DIAPHRAGM \W0.26545; BEAM 300 X \W0.26545; 1500 \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W2.45593; R.C.C.COLUMN \W3.31307; 600 X 1200 \W2.55116; RIDGE 500MM \W2.55116; WIDE \W1.74164; VALLEY 500MM \W1.74164; WIDE \W5.57383; A \W6.45718; ROCKER JOINTJOINT \W7.70581; 1:10 PCC COPING 12 O DISTRIBUTION REINFORCEMENT 16 O MAIN REINFORCEMENT MS GUTTER DRIP MOULD \W7.24289; SECTION BB'BB' \W7.46771; 1:250 5 5 5 5 ROCKER JOINT DIAPHRAGM BEAM RCC COLUMN 600 X 600 125MM THK RCC FOLDED PLATE PCC COPING \W7.95238; 12 O \W7.95238; DISTRIBUTION \W7.95238; REINFORCEMENT \W3.57143; 16 O MAIN \W3.57143; REINFORCEMENT 125MM THK RCC FOLDED PLATE DRIP MOULD ROCKER JOINT DIAPHRAGM \W4.19048; BEAM PIPE SLEEVE I.P.S RCC BRACKETS \W2.61905; 300 X 300 RCC COLUMN 600 X 1200 \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.46771; 1:100 \W3.07623; ENLARGED DETAIL AT ADETAIL AT A \W7.70581; 1:50 TYPICAL EXPANSION JOINT DETAIL 600x600 RCC STIFFENING BEAM 125 THK RCC FOLDED SLAB 6MM COPPER FLASHING & CLIPS COPPER SADDLE UNDER FLASHING RCC DIAPHRAGM BEAM 600X1200 RCC COLUMN 600mm WIDE GUTTER 50mm WIDE EXPANSION JOINT THROUGHOUT JOINT AFTER EVERY 40M WIDTH I.E. ALTERNATE COLUMN \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.70581; 1:25 \W5.47859; B \W5.50240; C \W4.69402; DIAPHRAGM \W4.69402; BEAM \W4.38797; R.C.C. FOLDED \W4.38797; PLATES \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W8.55116; R.C.C. \W8.55116; BRACKETS \W4.26545; 300 X 300 \W0.78384; PRECAST RCC \W0.78384; CHAJJA \W0.49228; DRIP MOULD IN \W0.49228; PLASTER \W1.29951; 8 O @ \W1.29951; 150 \W1.29951; C/C \W3.96453; EXTERNAL WALL IN \W3.96453; PRECAST CONCRETE \W3.96453; BLOCKS 150 X 100 X \W3.96453; 300 10 O ANCHOR BAR STIRRUPS FFL \W2.56857; \LPRECAST RCC BEAM TO 8 O BEAM STIRRUPS \W2.25531; \LPRECAST RCC BEAM TO 500 60 60 60 60 60 110 230 NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W2.09167; PRECAST RCC SUNK SLAB \W4.18691; UNITS FOR BATH/WC \W2.70275; 100 MM THK PRECAST \W2.70275; RCC \W4.51227; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 29899.38310255077 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 \W2.00710; SCHEMATIC LAYOUT PLAN OF A \W2.00710; RESIDENTIAL BUILDING IN PRECAST \W2.00710; R.C.C CONSTRUCTION \W4.76376; MAIN BARS IN BOTH \W4.76376; DIRECTIONS. \W5.19221; PRECAST CONCRETE \W5.19221; COLUMN GROUTED INTO \W5.19221; POCKET IN FOUNDATION. R.C.C FOUNDATION. BINDERS C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W0.40624; 8 O BEAM \W1.16815; STIRRUPS \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS \W3.57857; ENLARGED SECTION SHOWING THE \W3.57857; STRUCTURAL COMPONENTS OF A PRECAST \W3.57857; CONCRETE STRUCTURE PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W3.22023; PRECAST RCC \W3.22023; STAIRCASE SLAB UNIT FFL PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W2.56857; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 29899.38310255077 \W7.10301; BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 PRECAST CONCRETE COLUMN JOINT COMPLETED WITH INSITU CONCRETE DRY JOINT MAIN BARS OF THE COLUMN COLUMN STIRRUPS LOWER COLUMN UPPER COLUMN MAIN BARS OF THE COLUMN 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE \W0.39428; FIXING OF FAN HOOK \W0.39428; TO SIPOREX SLAB \W0.50594; COLUMN TO COLUMN \W0.50594; JUNCTION PRECAST RCC COLUMN 29899.38310255077 29899.38310255077 29899.38310255077 29899.38310255077 A PRECAST CEMENT COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. \W1.76564; PRECAST RCC \W1.76564; CHAJJA \LDISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. \LADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. 90 30 29899.38310255077 30 120 30 150 29899.38310255077 29899.38310255077 29899.38310255077 29899.38310255077 29899.38310255077 29899.38310255077 6. P R E C A S T C O N C R E T E S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION C-S SCREEDING \W2.46609; CIPOREX SLAB 100 \W2.46609; THK-500 WIDE-3000 \W2.46609; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS FFL \W0.61152; ENLARGED DETAIL \W0.61152; OF PRECAST RCC \W0.61152; BEAM & SLAB Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: COUNTER WEIGHT M.S CHANNEL \W6.46222; DRIVING SHEAVE \W4.84317; DIVERTING PULLEY \W6.74794; STEEL CABLES/ \W4.93841; ROPES AUTOMATIC \W4.93841; SLIDING \W0.65270; FLOOR DOOR ATTACHED \W0.65270; TO THE FRAME \W4.27175; R.C.C SHEAR WALL \W5.55746; COUNTER WEIGHT car or cage \W5.31937; GRILLED CAGE AT \W6.41460; THE BOTTOM TO \W6.41460; PREVENT COLLAPSING \W1.65270; OF COUNTER WEIGHT \W1.60508; IN CASE OF ACCIDENT \W9.17651; CAR BUFFER \W5.55746; COUNTER WEIGHT \W5.55746; BUFFER \W4.84317; P.C.C PROJECTION \W8.17651; FOR BUFFERS \W5.17651; RAFT FOUNDATION MACHINE ROOM KEY PLAN 1:200 MACHINE ROOM - PLAN 1:50 ADVANCED BUILDING CONSTRUCTION 1. L I F T S Aditya Arun Chavan Roll no:3 Fifth year B. Arch 2011/12 L. S. Raheja School of Architecture Signature & Stamp: \W0.53159; \LENLARGED DETAIL AT B \W3.91254; SECTION AA'AA' \W6.24049; 1:50 1. STEEL CABLES BOLTED TO THE CAR LOOP OVER THE SHEAVE. 2. THE SHEAVES GROOVES GROUPS THE STEEL CABLES. 3. THE ELECTRIC MOTOR ROTATES THE SHEAVE CAUSING THE CABLES TO MOVE TOO 4. AS THE CABLES MOVE, THE CAR IS LIFTED. 230 MM THK R.C.C SHEAR WALL M.S ANGLE @1.5 M C/C T- SECTION AS TRACK COUNTER WEIGHT MADE UP OF M.S CHANNELS M.S ANGLE SECTIONS 75X75 M.S BRACKET @ 1500MM C/C M.S GUIDE M.S TRACKS M.S BOX SECTION AUTOMATIC LIFT DOOR TERRACE FLOOR 2ND FLOOR 1ST FLOOR GR. FLOOR \W3.74794; COMPRESSED CORK \W3.74794; INSULATION \W2.79556; 75MM THK PCC BED VENT TRAP DOOR VENTILATOR DOOR C \W0.53159; \LENLARGED DETAIL AT 450 \W0.83134; M.S T-SECTION AS \W0.83134; TRACK \W0.83134; 100X100X12MM \W0.69410; M.S BRACKET \W0.69410; @ \W0.69410; 1500MMC/C \W2.72054; M.S GUIDE \W2.72054; 45X45 \W5.81880; M.S BOX \W5.81880; SECTION \W3.72356; 200 X 200 \W1.67543; M.S ANGLES \W1.41968; M.S STRAPS \W0.49514; M.S BOLTS 20MM GAUGED STEEL SHEET \W0.53159; \LENLARGED DETAIL AT A CABLES BOLTS M.S PLATE M.S STEEL SECTION \W2.46016; COUNTERWEIGHT FLOOR DOOR 4910 1500 2435 1200 1005 \W2.40689; TERRACE \W2.40689; FLOOR BELOW MACHINE ROOM \W6.46222; DRIVING SHEAVE \W5.13587; VENTILATOR \W2.79556; 75MM THK PCC BED \W9.98603; TRAP DOOR \A1;60 \A1;230 \A1;30 \A1;150 \A1;250 \A1;100 \A1;350 \A1;250 \A1;100 \A1;350 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 \A1;600 \A1;450-600 \A1;300 \A1;150 \A1;300 \A1;150 \A1;90 \A1;30 \A1;150 \A1;120 \A1;30 VAULT OVERHANG 900 MM DIAPHRAGM BEAM BARREL VAULT VALLEY BEAM PLINTH RCC COLUMN 900 X 450 MM SKYLIGHT \A1;300 \A1;1 OR 2 TIMES D(600) \A1;150 \A1;150 \A1;450 \A1;230 \A1;1000 \A1;600 \A1;150 \A1;60° \A1;60° \A1;60° \A1;60° \A1;60° \A1;60° \A1;60° \A1;120° \A1;60° \A1;6800 \A1;5000 \A1;900 \A1;600.0000 \A1;230 \A1;1000 \A1;1000 \A1;12000.0000 \A1;16000.0000 \A1;600.0000 \A1;4201.8394 \A1;2002.1620 \A1;3382.9502 \A1;1016.0255 \A1;1000.0000 \A1;1000.0000 \A1;200 \A1;175 \A1;100 \A1;65 \A1;110 \A1;75 \A1;690 \A1;2D \A1;200 \A1;D \A1;20 \A1;20 \A1;600 \A1;450 \A1;4910 \A1;1500 \A1;2435 \A1;1200 \A1;1005 \A1;60 \A1;230 \A1;30 \A1;150 \A1;250 \A1;100 \A1;350 \A1;250 \A1;100 \A1;350 \A1;500 \A1;60 \A1;60 \A1;60 \A1;60 \A1;110 \A1;600 \A1;450-600 \A1;300 \A1;150 \A1;300 \A1;150 \A1;90 \A1;30 \A1;150 \A1;30 \A1;2400 \A1;2400 \A1;2400 \A1;1900 \A1;300 \A1;1 OR 2 TIMES D(600) \A1;150 \A1;450 \A1;230 \A1;1000 \A1;600 DISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. A P.C. COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. ADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. \LMETHODS OF CONNECTIONS TEMPORARY STEEL WEDGES 25 MM CLEAR COVER MAIN BARS IN BOTH DIRECTIONS. PACKING IF REQUIRED. \LP.C.C COLUMN TO FOUNDATION CONNECTIONS MASS CONCRETE ENCASEMENT TO BASE PLATE STEEL BASE PLATE WELDED TO MAIN BARS \LPRECAST R.C.C CONSTRUCTION DETAIL : COLUMN PLINTH COLUMN CONNECTION ANCHOR BARS CONCRETE FILLING \LPRECAST R.C.C. COLUMN. CONCRETE FILLING IN COLUMN HOLLOW TO ANCHOR 10 TOR M 60 TIMM ES DIA OF BAR PRECAST COLUMN SECTION 230 X 500 MM PRECAST BEAM 350 X150 MM PRECAST COLUMN SECTION 230 X 230 MM ANCHOR BARS 10 TOR PLINTH STIRRUPS OF BEAM 5 \LCOLUMN SPLICING AND COLUMN-BEAM CONNECTIONSPLICING AND COLUMN-BEAM CONNECTION 500 60 60 60 60 60 110 230 HOLDING DOWN BOLTS. MAIN BARS IN BOTH DIRECTIONS. BINDERS 1:2 CM/SAND GROUT R.C.C FOUNDATION. PRECAST CONCRETE COLUMN GROUTED INTO POCKET IN FOUNDATION. 1:2 CM/SAND GROUT R.C.C FOUNDATION. BINDERS 450-600 \LFOUNDATION CONNECTIONS PRECAST RCC COLUMN 230X500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED PRECAST RCC COLUMN 230X500 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC BEAM 150 X 350 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING CIPOREX SLAB 100 THK-500 WIDE-3000 LONG MAIN REINFORCEMENT BARS FOR SLAB 10 O @150C/C IN BOTH WAYS FLOOR FINISH C-S SCREEDING REINFORCED CONCRETE SLAB EPOXY W.P COAT OVER CIPOREX SLAB 120 30 150 10 O ANCHOR BAR STIRRUPS \LFOUNDATION CONNECTIONS \LPRECAST RCC BEAM \LPRECAST RCC BEAM TO BEAM CONNECTION \LPRECAST RCC BEAM TO COLUMN CONNECTION \LPRECAST RCC BEAM TO SLAB CONNECTION 8 O BEAM STIRRUPS 250 100 5 5 5 350 100 50 15 20 FFL B A' A UP kit balcony balcony bath kit living living w.c bath w.c lift lift 3.5 X 4 mt 1.2 X 1mt 1.5 X 1.2mt 3.0 X 2.5 mt 3.5 X 4 mt 3.0 X 2.5 mt 1.5 X 1.2mt 1.2 X 1mt DRYING BALCONY balcony living 3.5 X 4 mt 3.0 X 2.5 mt kit bath 1.5 X 1.2mt w.c 1.2 X 1mt w.c 1.2 X 1mt 1.5 X 1.2mt bath living 3.5 X 4 mt balcony kit 3.0 X 2.5 mt DRYING BALCONY DRYING BALCONY DRYING BALCONY BALCONY DRYING BALCONY DRYING BALCONY DRYING 3.0 X 2.5 mt kit balcony 3.5 X 4 mt living bath 1.5 X 1.2mt 1.2 X 1mt w.c 1.2 X 1mt w.c 1.5 X 1.2mt bath kit 3.0 X 2.5 mt 3.5 X 4 mt living balcony BALCONY DRYING 1.2 X 1mt 1.5 X 1.2mt 3.0 X 2.5 mt 3.5 X 4 mt 3.0 X 2.5 mt 1.5 X 1.2mt 1.2 X 1mt 3.5 X 4 mt lift lift w.c bath w.c living living kit bath balcony balcony kit UP PRECAST RCC COLUMN 230X500 10 O ANCHOR BAR STIRRUPS FFL CONCRETE FILLING IN COLUMN HOLLOW TO ANCHOR 10 TOR M 60 TIMM ES DIA OF BAR PRECAST COLUMN SECTION 230 X 500 MM PRECAST BEAM 350 X150 MM PRECAST COLUMN SECTION 230 X 230 MM ANCHOR BARS 10 TOR 5 \LCOLUMN SPLICING AND COLUMN-BEAM CONNECTIONSPLICING AND COLUMN-BEAM CONNECTION 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC CHAJJA DRIP MOULD IN PLASTER 8 O @ 150 C/C EXTERNAL WALL IN PRECAST CONCRETE BLOCKS 150 X 100 X 300 PRECAST RCC BEAM 180 X 350 \LPRECAST RCC SUNK SLAB UNITS FOR BATH/WC 100 MM THK PRECAST RCC SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE \LSCHEMATIC LAYOUT PLAN OF A RESIDENTIAL BUILDING IN PRECAST RCC CONSTRUCTION \LPRECAST RCC STAIRCASE SLAB UNIT 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE PRECAST RCC BEAM 180 X 350 AT FLR LVL PRECAST RCC BEAM 180 X 350 AT FLR LVL PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH MID LANDING MID LANDING R.C.C FOUNDATION. 1:2 CM/SAND GROUT BINDERS MAIN BARS IN BOTH DIRECTIONS. HOLDING DOWN BOLTS. STEEL BASE PLATE WELDED TO MAIN BARS MASS CONCRETE ENCASEMENT TO BASE PLATE FFL JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED PRECAST RCC BEAM 150 X 350 STIRRUPS OF BEAM CIPOREX SLAB 100 THK-500 WIDE-3000 LONG BINDING WIRE CONCRETE SLAB BEAM 100 50 15 20 10 O ANCHOR BAR STIRRUPS FFL \W2.56857; \LPRECAST RCC BEAM TO 8 O BEAM STIRRUPS \W2.25531; \LPRECAST RCC BEAM TO \W8.72403; Roll no: 3 \W9.91647; 2011/12 Signature & Stamp: 6. P R E C A S T S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE \W0.78384; PRECAST RCC \W0.78384; CHAJJA \W0.49228; DRIP MOULD IN \W0.49228; PLASTER \W1.29951; 8 O @ \W1.29951; 150 \W1.29951; C/C \W3.96453; EXTERNAL WALL IN \W3.96453; PRECAST CONCRETE \W3.96453; BLOCKS 150 X 100 X \W3.96453; 300 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED 4. S H E L L S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION 10 MM DIA. BAR \W0.74562; \LDETAIL AT B \W1.57355; VALLEY DETAIL AT \W1.57355; VAULT PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 600 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 5 5 5 5 5 5 5 5 PRECAST R.C.C EXT.BEAM 150X350X350 \W2.00710; SCHEMATIC LAYOUT PLAN OF A \W2.00710; RESIDENTIAL BUILDING IN PRECAST \W2.00710; R.C.C CONSTRUCTION PRECAST R.C.C COLUMNS 230X500 SIPOREX SLABS 100THK X500 WIDE 3000 LONG. PRECAST SUNK SLAB UNITS FOR BATH AND W.C BEDROOM W.C BATH KITCHEN LIFT WELL LIVING PRECAST R.C.C CHAJJA EXT.WALL IN P.C BLOCKS 150 WIDE, 100 THK,300LONG \W4.76376; MAIN BARS IN BOTH \W4.76376; DIRECTIONS. \W5.19221; PRECAST CONCRETE \W5.19221; COLUMN GROUTED INTO \W5.19221; POCKET IN FOUNDATION. R.C.C FOUNDATION. BINDERS C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W0.40624; 8 O BEAM \W1.16815; STIRRUPS \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W2.09167; PRECAST RCC SUNK SLAB \W4.18691; UNITS FOR BATH/WC \W2.70275; 100 MM THK PRECAST \W2.70275; RCC \W4.51227; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE \W4.87739; ENLARGED SECTION PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W3.22023; PRECAST RCC \W3.22023; STAIRCASE SLAB UNIT FFL 120 30 150 250 100 90 30 350 PRECAST RCC BEAM PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W2.56857; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 450-600 \W7.10301; BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 150 30 250 100 350 6. P R E C A S T S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION 10 O ANCHOR BAR STIRRUPS FFL \W2.56857; \LPRECAST RCC BEAM TO 8 O BEAM STIRRUPS \W2.25531; \LPRECAST RCC BEAM TO NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W2.09167; PRECAST RCC SUNK SLAB \W4.18691; UNITS FOR BATH/WC \W2.70275; 100 MM THK PRECAST \W2.70275; RCC \W4.51227; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE PRECAST RCC BEAM 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 600 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 \W2.00710; SCHEMATIC LAYOUT PLAN OF A \W2.00710; RESIDENTIAL BUILDING IN PRECAST \W2.00710; R.C.C CONSTRUCTION \W4.76376; MAIN BARS IN BOTH \W4.76376; DIRECTIONS. \W5.19221; PRECAST CONCRETE \W5.19221; COLUMN GROUTED INTO \W5.19221; POCKET IN FOUNDATION. R.C.C FOUNDATION. BINDERS C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W0.40624; 8 O BEAM \W1.16815; STIRRUPS \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS \W4.87739; ENLARGED SECTION PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W3.22023; PRECAST RCC \W3.22023; STAIRCASE SLAB UNIT FFL PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W2.56857; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 450-600 \W7.10301; BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 PRECAST CONCRETE STRAIGHT FLIGHT STAIRCASE -VIEW UPPER COLUMN LOWER COLUMN COLUMN STIRRUPS MAIN BARS OF THE COLUMN DRY JOINT JOINT COMPLETED WITH INSITU CONCRETE PRECAST CONCRETE COLUMN MAIN BARS OF THE COLUMN 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE \W0.39428; FIXING OF FAN HOOK \W0.39428; TO SIPOREX SLAB \W0.50594; COLUMN TO COLUMN \W0.50594; JUNCTION PRECAST RCC COLUMN 300 150 300 150 A P.C. COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. \W1.76564; PRECAST RCC \W1.76564; CHAJJA \LDISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. \LADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. \W0.78384; PRECAST RCC \W0.78384; CHAJJA \W0.49228; DRIP MOULD IN \W0.49228; PLASTER \W1.29951; 8 O @ \W1.29951; 150 \W1.29951; C/C \W3.96453; EXTERNAL WALL IN \W3.96453; PRECAST CONCRETE \W3.96453; BLOCKS 150 X 100 X \W3.96453; 300 10 O ANCHOR BAR STIRRUPS FFL \W2.56857; \LPRECAST RCC BEAM TO 8 O BEAM STIRRUPS \W2.25531; \LPRECAST RCC BEAM TO NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W2.09167; PRECAST RCC SUNK SLAB \W4.18691; UNITS FOR BATH/WC \W2.70275; 100 MM THK PRECAST \W2.70275; RCC \W4.51227; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 600 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 \W2.00710; SCHEMATIC LAYOUT PLAN OF A \W2.00710; RESIDENTIAL BUILDING IN PRECAST \W2.00710; R.C.C CONSTRUCTION \W4.76376; MAIN BARS IN BOTH \W4.76376; DIRECTIONS. \W5.19221; PRECAST CONCRETE \W5.19221; COLUMN GROUTED INTO \W5.19221; POCKET IN FOUNDATION. R.C.C FOUNDATION. BINDERS C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W0.40624; 8 O BEAM \W1.16815; STIRRUPS \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS \W3.57857; ENLARGED SECTION SHOWING THE \W3.57857; STRUCTURAL COMPONENTS OF A PRECAST \W3.57857; CONCRETE STRUCTURE PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W3.22023; PRECAST RCC \W3.22023; STAIRCASE SLAB UNIT FFL PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W2.56857; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 450-600 \W7.10301; BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 PRECAST CONCRETE COLUMN JOINT COMPLETED WITH INSITU CONCRETE DRY JOINT MAIN BARS OF THE COLUMN COLUMN STIRRUPS LOWER COLUMN UPPER COLUMN MAIN BARS OF THE COLUMN 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE \W0.39428; FIXING OF FAN HOOK \W0.39428; TO SIPOREX SLAB \W0.50594; COLUMN TO COLUMN \W0.50594; JUNCTION PRECAST RCC COLUMN 300 150 300 150 A PRECAST CEMENT COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. \W1.76564; PRECAST RCC \W1.76564; CHAJJA \LDISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. \LADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. 90 30 150 30 120 30 150 250 100 350 250 100 350 6. P R E C A S T C O N C R E T E S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION 500 60 60 60 60 60 110 230 C-S SCREEDING \W2.46609; CIPOREX SLAB 100 \W2.46609; THK-500 WIDE-3000 \W2.46609; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W6.09925; MAIN \W6.09925; REINFORCEMENT \W6.09925; BARS FOR SLAB 10 \W6.09925; O @150C/C IN \W6.09925; BOTH WAYS FFL \W0.61152; ENLARGED DETAIL \W0.61152; OF PRECAST RCC \W0.61152; BEAM & SLAB Signature & Stamp: 5 5 5 5 5 5 5 FOLDED PLATES ARE USED TO SPAN LARGER DISTANCES AND FOR THEIR AESTHETIC APPEAL. THE CONCRETE MIX USED IS M60 WITH A WATER CEMENT RATIO OF 0.4 IN ORDER TO MAINTAIN WORKABILITY AS WELL AS THE CONSISTENCY. IT IS CAST USING EITHER TIMBER FORMWORK OR STEEL FORMWORK DEPENDING ON THE TYPE AND SCALE OF THE PROJECT. THE ACTION OF THE FOLDED PLATE IS SIMILAR TO A BEAM AND IT MANAGES TO TAKE GREATER TENSION. THE DIAPHRAGM BEAM FURTHER AIDS THIS ACTION AND AT TIMES THERE MAY BE INTRODUCED INTERMEDIARY STIFFENER BEAMS. SIMPLY SUPPORTED SLAB BENDS EASILY DUE TO INCREASE IN SPAN SINCE ITS DEPTH IS LESS THE FOLDED PLATE TECHNIQUE INCREASES THE EFFECTIVE DEPTH OF THE SLAB, THUS SPANNING LARGER DISTANCES WITHOUT SAGGING USING A DIAPHRAGM BEAM FURTHER STIFFENS THE FOLDED PLATE AND ALLOWS IT TO SPAN GREATER DISTANCES. FOLDED PLATES ARE USED TO SPAN LARGER DISTANCES AND FOR THEIR AESTHETIC APPEAL. THE CONCRETE MIX USED IS M60 WITH A WATER CEMENT RATIO OF 0.4 IN ORDER TO MAINTAIN WORKABILITY AS WELL AS THE CONSISTENCY. IT IS CAST USING EITHER TIMBER FORMWORK OR STEEL FORMWORK DEPENDING ON THE TYPE AND SCALE OF THE PROJECT. THE ACTION OF THE FOLDED PLATE IS SIMILAR TO A BEAM AND IT MANAGES TO TAKE GREATER TENSION. THE DIAPHRAGM BEAM FURTHER AIDS THIS ACTION AND AT TIMES THERE MAY BE INTRODUCED INTERMEDIARY STIFFENER BEAMS. SIMPLY SUPPORTED SLAB BENDS EASILY DUE TO INCREASE IN SPAN SINCE ITS DEPTH IS LESS THE FOLDED PLATE TECHNIQUE INCREASES THE EFFECTIVE DEPTH OF THE SLAB, THUS SPANNING LARGER DISTANCES WITHOUT SAGGING USING A DIAPHRAGM BEAM FURTHER STIFFENS THE FOLDED PLATE AND ALLOWS IT TO SPAN GREATER DISTANCES. SECTION THROUGH ROCKER JOINT @ 1:15 STEEL ALLOY ROCKER ROCKER JOINT FOR FLEXIBLE MOVEMENT JOINT BASE 600X 600 5 450 600 V UNITS W UNITS WITH GLAZING BUTTERFLY V UNITS \W8.26670; KEY PLANPLAN \W7.46771; 1:250 5 5 5 5 5 5 5 \W7.38575; SECTION AA'AA' \W7.46771; 1:250 HOLDING DOWN BOALT R.C.C. COLUMN 1200 X 900 \W1.75532; R.C.C.DIAPHRAGM BEAM \W2.66008; STEEL ALLOY ROCKER \W2.66008; JOINT BASE 600X 600 \W4.46960; ROCKER JOINT FOR \W4.46960; FLEXIBLE MOVEMENT \W3.04103; HOLDING DOWN BOLT \W3.86194; \LENLARGED DETAIL OF \W1.04103; R.C.C. COLUMN 1200 X \W1.04103; 900 \W0.26545; R.C.C.DIAPHRAGM \W0.26545; BEAM 300 X \W0.26545; 1500 \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W2.45593; R.C.C.COLUMN \W3.31307; 600 X 1200 \W2.55116; RIDGE 500MM \W2.55116; WIDE \W1.74164; VALLEY 500MM \W1.74164; WIDE \W5.57383; A \W6.45718; ROCKER JOINTJOINT \W7.70581; 1:10 PCC COPING 12 O DISTRIBUTION REINFORCEMENT 16 O MAIN REINFORCEMENT MS GUTTER DRIP MOULD R.C.C.DIAPHRAGM BEAM \W7.24289; SECTION BB'BB' \W7.46771; 1:250 ROCKER JOINT DIAPHRAGM BEAM RCC COLUMN 600 X 600 125MM THK RCC FOLDED PLATE PCC COPING \W7.95238; 12 O \W7.95238; DISTRIBUTION \W7.95238; REINFORCEMENT \W3.57143; 16 O MAIN \W3.57143; REINFORCEMENT 125MM THK RCC FOLDED PLATE DRIP MOULD ROCKER JOINT DIAPHRAGM \W4.19048; BEAM PIPE SLEEVE I.P.S RCC BRACKETS \W2.61905; 300 X 300 RCC COLUMN 600 X 1200 5 5 5 5 \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.46771; 1:100 \W3.07623; ENLARGED DETAIL AT ADETAIL AT A \W7.70581; 1:50 \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.70581; 1:25 \W5.47859; B \W5.50240; C \W4.69402; DIAPHRAGM \W4.69402; BEAM \W4.38797; R.C.C. FOLDED \W4.38797; PLATES \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W8.55116; R.C.C. \W8.55116; BRACKETS \W4.26545; 300 X 300 TYPICAL EXPANSION JOINT DETAIL 600x600 RCC STIFFENING BEAM 125 THK RCC FOLDED SLAB 6MM COPPER FLASHING & CLIPS COPPER SADDLE UNDER FLASHING RCC DIAPHRAGM BEAM 600X1200 RCC COLUMN 600mm WIDE GUTTER 50mm WIDE EXPANSION JOINT THROUGHOUT JOINT AFTER EVERY 40M WIDTH I.E. ALTERNATE COLUMN 4. B A R E L L V A U L T S ADVANCED BUILDING CONSTRUCTION Signature & Stamp: 4. B A R E L L V A U L T S ADVANCED BUILDING CONSTRUCTION Signature & Stamp: 400 X 800 RCC GUTTER 230 X 500 BEAM 500 X 1000 BEAM CLEAR ACRYLIC OUTER DOME CLEAR ACRYLIC INNER DOME A B RCC VAULT 21800 22230 7200 3000 4600 8100 CONDENSATION GUTTER 500 X 1000 BEAM POLYURETHANE THERMAL BREAK GLAZING TAPE SEAL TAPE REMOVABLE SCREEN OPERATING HARDWARE RETAINING FASTENER EXTERNAL ALUMINIUM CURB FRAME CLEAR ACRYLIC OUTER DOME CLEAR ACRYLIC INNER DOME EXTERNAL ALUMINIUM RETAINING ANGLE 16mm DIA TOP BARS 10mm DIA LINKS 16mm DIA BOTTOM BARS 400 X 800 RCC GUTTER 16mm DIA BOTTOM BARS 10mm DIA LINKS 16mm DIA TOP BARS RCC BARELL VAULT 8mm DIA BARS \W3.85908; · A BARREL VAULT IS SHELL OF SINGLE CURVATURE & BASICALLY A CONTINUOUS ARCH OR TUNNEL. \W3.85908; · BAREL VAULTS LIKE DOMES TEND TO FLATTERN DUE TO SELF WEIGHT OR IMPOSED LOADS UNLESS ADEQUATELY RESTRAINED & IN VAULTS RESTRAINT WILL \W3.85908; BE REQUIRED AT THE ENDS IN THE FORM OF A DIAPHRAGM & ALONG THE EDGE. \W3.85908; · TO COVER LARGE AREAS, MULTI-SPAN, MULTI-BAY BARREL VAULT ROOFS IS USED. \W3.85908; · BETWEEN MULTI-BAY VAULTS THE LOADS ON THE VAULTS ARE LARGELY TRANSMITTED TO ADJECENT SHELLS & THEN TO THE EDGE BEAMS, THUS ALLOWING \W3.85908; THE USE OF COMAPRATIVELY SLENDER FEATHER EDGE BEAMS \W3.85908; · FROM A DESIGN POINT OF VIEW BARREL VAULTS ACT AS A BEAM WITH THE LENGTH BEING CONSIDERED AS THE SPAN WHICH IF LONGER THAN WIDTH IS \W3.85908; CALLED A LONG SPAN BARREL VAULT. \W3.85908; · TYPICAL SPANS RANGE FROM 12 TO 30 M, WITH THE WIDTH BEING ABOUT HALF THE SPAN & THE RISE ABOUT 1/5 OF THE WIDTH. \W3.85908; · THE CONCRETE SHELL MAY BE 75 - 150 MM THICK FOR SUCH SPANS TO PROVIDE SUFFICIENT COVER TO CONCRETE. \W3.85908; · TO LIMIT THE EXPANSION & CONTRACTION CAUSED BY CHANGE IN TEMPERATURE, CONTINUOUS EXPANSION JOINTS ARE FORMED AT INTERVALS OF APPROX. \W3.85908; 30M ALONG THE SPAN & ACROSS THE WIDTH OF MULTI-BAY, MULTI-SPAN BARREL ROOFS \W3.85908; · THE EXPANSION JOINTS ARE FORMED BY ERECTING SEPARATE SHELL STRUCTURE, EACH WITH ITS OWN SUPPORTS & WITH A FLEXIBLE JOINT MATERIAL \W3.85908; BETWEEN NEIGHBOURING ELEMENTS \W3.85908; · VERTICAL EXPANSION JOINTS ARE MADE SO AS TO FORM A CONTINUOUS JOINTS TO THE GROUND WITH DOUBLE COLUMNS EITHER SIDE OF JOINT \W3.85908; · LONGITUDNAL EXPANSION JOINTS ARE FORMED IN A VALLEY WITH UPSTAND WEATHERED WITH NON-FERROUS CAPPING OVER THE JOINT REINFORCEMENT DETAIL SCALE - 1:20 230 X 500 BEAM 500 X 1000 BEAM 16mm DIA BOTTOM BARS 10mm DIA LINKS 16mm DIA TOP BARS 400 X 800 RCC GUTTER 16mm DIA BOTTOM BARS 10mm DIA LINKS 16mm DIA TOP BARS RCC BARELL VAULT REINFORCEMENT DETAIL SCALE - 1:20 ENLARGED DETAIL @ B-GUTTER SCALE - 1:20 ENLARGED DETAIL @ A-SKYLIGHT SCALE - 1:20 ADVANCED BUILDING CONSTRUCTION 3. S P A C E F R A M E S Signature & Stamp: \W3.85908; · A SPACE FRAME ALWAYS HAS A CONSIDERABLE RESERVE OF STRENGTH SINCE SOME \W3.85908; OF THE BARS ARE HARDLY LOADED AT ALL, THOUGH THIS INVOLVES UNECONOMICAL \W3.85908; USE OF MATERIAL. IN SPITE OF THIS ENTIRE DRAWBACK, THE USE OF \W3.85908; SITE-ASSEMBLED SPACE FRAMES IS OFTEN THE BEST SOLUTION TO PROBLEMS OF \W3.85908; BRIDGING SPACES. \W3.85908; · THE GEOMETRY OF SPACE FRAMES TAKES MANY ALTERNATIVE FORMS. IT IS \W3.85908; ADVISABLE TO LIMIT THE VARIETY OF SIZE MEMBERS AND TO USE SHORTER BARS IN \W3.85908; COMPRESSIONS THAN IN TENSION. \W3.85908; · SEVERAL DIFFERENT TYPES OF CONNECTIONS HAVE BEEN DEVELOPED, WITH A \W3.85908; VARIETY OF EACH TYPE. IN ADDITION TO THE WELDED SPACE FRAMES, THOSE \W3.85908; ASSEMBLED BY USING MECHANICAL JOINTS ARE IN REGULAR CURRENT USE. \W3.85908; · THE GREAT ADVANTAGES OF THESE SPACE FRAMES ARE THAT: \W5.11059; 1. THE SUPPORTS CAN BE WIDELY SPACED. \W5.25344; 2. THE SPACE FRAME ELEMENT CAN BE PRODUCED IN THE FACTORY WITH \W5.25344; INDUSTRIALIZED METHODS, AND THE FRAME CAN BE RAPIDLY ASSEMBLED ON \W5.25344; SITE, USING PREFABRICATED UNITS. \W5.25344; 3. BETWEEN THE TWO FLANGES OF THE SPACE FRAMES, DUCTS AND OTHER \W5.25344; LOADS CAN BE READILY LOCATED. 5 5 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 450d RCC STUB COLUMN 16MM THK 450d M.S. CAP PLATE OVER RCC STUB 16 MM THK 450d M.S. BASE PLATE WELDED TO SUPPORT MEMBER 12 MM THK M.S. FLANGES WELDED TO SUPPORT MEMBER & BASE PLATE 300d HOLLOW M.S. PIPE AS SUPPORT MEMBER 16MM THK 450d M.S. CAP PLATE OVER SUPPORT MEMBER 16 MM THK 450d M.S. BASE PLATE WELDED TO 75d M.S. PIPE 75d M.S. PIPE AS CONNECTOR BETWEEN BASE PLATE AND SPHERICAL NODE \W3.33704; \LENLARGED DETAIL AT B WH - WEB HOLE CH CH CH CH CH CH WH WH WH WH CH - CHORD HOLE WH WH CH CH CH CH TOP HOLE BOTTOM HOLE TOP HOLE 150 TOP VIEW SIDE VIEW \W2.28817; \LENLARGED J-HOOKE BITUMEN WASHER 5 5 5 5 5 \W4.79349; KEY PLANPLAN \W6.00252; 1:100 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) 5 5 5 5 50d WEB TUBE 50Ø BOTTOM CHORD AT AN ANGLE OF 60° WITH NETWORK OF MAIN CHORD SPHERICAL METRO NODE JOINT-STEEL THREADED BALL ALLOWING 8 STEEL TUBES TO BE CONNECTED IN 4 PLANES 150d SPHERICAL NODE AT TOP 150d SPHERICAL NODE AT BOTTOM 50d TOP CHORD (TUBE TRAY) 50d WEB TUBE 50d BOTTOM CHORD (TIE) \W3.60302; KEY SECTIONSECTION \W6.00252; 1:100 10MM THK CORRUGATED TRANSLUCENT POLYCARBONATE SHEET 65 X 120 M.S BOX SECTION AS CLEAT ISMA 65 X 65 X 6 AS PURLINS 100d P.V.C. STORM WATER DRAIN PIPE \W0.12470; ALLUMINIUM GUTTER \W0.12470; OVER PRESSED \W0.12470; METAL SHEET \W0.12470; SCREWED TO TOP \W0.12470; ALUMINIUM CHORD DRIP MOULD P.C.C COPING 150MM THK BRICK PARAPET WALL RAG BOLT TO FIX BASE PLATE TO CONCRETE BEAM TUBE TYPE SUPPORT R.C.C. BEAM 230 X 600 R.C.C. COLUMN 450 X 600 \W0.77314; \LENLARGED DETAIL AT \W2.65409; ENLARGED PLANPLAN \W6.44190; 1:10 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER \W4.69201; 450Ø RCC STUB \W4.69201; COLUMN \W9.39706; 10MM THK \W9.39706; CORRUGATED \W9.39706; TRANSLUCENT \W9.39706; POLYCARBONATE \W9.39706; SHEET R.C.C. COLUMN 450 X 600 \W6.87325; SPACE FRAME \W6.87325; FABRICATED OUT OF \W6.87325; 50Ø STEEL TUBES 5 5 5 6800 5000 900 5 5 5 \W1.75746; 300Ø HOLLOW M.S. \W1.75746; PIPE AS SUPPORT \W1.75746; MEMBER 5 5 230 WIDE ALUMINIUM CHANNEL GUTTER 230 C \W0.77314; \LENLARGED DETAIL AT A B 1000 1000 \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. 2 NO. LEAVES 3 NO. LEAVES STEEL PIN PLATE WELDED TO ENDS OF MAIN BARS STEEL HINGE PLATE CAST ONTO SPANNING MEMBER JOINT OF FLEXIBLE RUBBER OR SIMILAR MATERIAL PITCHED SPANNING MEMBER MAIN REINFORCEMENT 20 TYPICAL FOUNDATION DETAILSFOUNDATION DETAILS N. T. S. RAFTER OF PRECAST REINFORCED CONCRETE PORTAL FRAME PRECAST REINFORCED CONCRETE PURLIN PURLIN SIT INTO REBATE IN FRAME MAIN BARS BINDERS R.C. FOUNDATION MAIN BARS BOTH WAYS 600 MAIN BARS BINDERS R.C. FOUNDATION MAIN BARS BOTH WAYS BINDERS MAIN BARS R.C. FOUNDATION MAIN BARS BOTH WAYS 75 WEAK CONCRETE (1:12) BINDING PACKING IF REQUIRED BINDERS 1:2 CM/SAND GROUT 300 X 200 SUPPORTING MEMBER WEDGED AND GROUNTED INTO POCKET FORMED IN FOUNDATION JOINT OF FLEXIBLE RUBBER OR SIMILAR MATERIAL SUPPORTING MEMBERS 75 WEAK CONCRETE (1:12) BINDING MAIN BARS BOTH WAYS HOLDING DOWN BOLT BEARING PLATE 2 NO. LEAVES STEEL HINGE PLATE CAST STEEL PIN REINFORCEMENT 20 600 \LENLARGED DETAIL @ B ENLARGED DETAIL @ ADETAIL @ A 100 100 490 125 PCC EAVES GUTTER BEAM \W2.95238; HAUNCH BEARING \W2.95238; CAST ON TO \W2.95238; SUPPORTING MEMBER 20MM DIA FIXING \W0.42857; BOLTS THROUGH \W7.80952; SPLICE HOLE FOR ACCESS TO NUT PCC PURLIN \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. LAMINATED FRAME PROFILE FRAMING COULD BE FACED WITH PLYWOOD radius 150xlam thickness \LKNEE DETAIL PURPOSE MADE CAST IRON OR STEEL FIXING SHOE BOLTED TO FOOT OF LEG AND FIXED TO RC FOUNDATION WITH HOLDING DOWN BOLTS radius to suit 'lam' thickness LEG KNEE TIMBER PURLIN LAMINATED FEATHER RUN OUT OR EDGED ON OUTSIDE APEX BUTT JOINT AND BOLTED \LSECTION THROUGH LEG N. T. S. N. T. S. STOOLED END OF PURLIN 200 175 100 65 110 75 · PORTAL FRAMES MAY BE DEFINED AS A CONTINUOUS OR RIGID FRAME HAVING THE BASIC CHARACTERISTIC OF A RIGID OR RESTRAINED JOINT BETWEEN THE SUPPORTING MEMBER OR COLUMN AND THE SPANNING MEMBER OR BEAM. THE OBJECT OF THIS CONTINUITY OF THE PORTAL FRAME IS TO REDUCE THE BENDING MOMENT IN THE SPANNING MEMBER BY ALLOWING THE FRAME TO ACT AS ONE STRUCTURAL ENTITY, THUS DISTRIBUTING THE STRESSES THROUGHOUT THE FRAME. · A CONVENTIONAL SIMPLY SUPPORTED BEAM IF USED OVER A LARGE SPAN, THE EXCESSIVE BENDING MOMENT WILL OCCUR AT THE MID-SPAN, WHICH WOULD NECESSITATE A DEEP HEAVY BEAM OR A BEAM SHAPED TO GIVE A LARGE CROSS SECTION AT THE MID SPAN OR ALTERNATIVELY A DEEP CROSS MEMBER OF LATTICE STRUTS AND TIES CAN BE USED. · THEY ARE THE MOST COMMONLY USED STRUCTURAL FORMS FOR SINGLE-STOREY INDUSTRIAL STRUCTURES. THEY ARE CONSTRUCTED MAINLY USING HOT-ROLLED SECTIONS, SUPPORTING THE ROOFING AND SIDE CLADDING VIA COLD-FORMED PURLINS AND SHEETING RAILS. WITH A BETTER UNDERSTANDING OF THE STRUCTURAL BEHAVIOR OF SLENDER PLATE ELEMENTS UNDER COMBINED BENDING MOMENT, AXIAL LOAD AND SHEAR FORCE, MANY FABRICATORS NOW OFFER A STRUCTURAL FRAME FABRICATED FROM PLATE ELEMENTS. THESE FRAMES ARE COMPOSED OF TAPERED STANCHIONS AND RAFTERS IN ORDER TO PROVIDE AN ECONOMIC STRUCTURAL SOLUTION FOR SINGLE-STOREY BUILDINGS. PORTAL FRAMES OF LATTICE MEMBERS MADE OF ANGLES OR TUBES ARE ALSO COMMON, ESPECIALLY IN THE CASE OF LONGER SPANS. 690 A B \LCONNECTION OF CANTILEVER HAUNCH BEARING CAST ON TO SUPPORTING MEMBER SUPPORTING MEMBERS RECESS AND THREADED STUD TO RECEIVE STOOLED END AND PROJECTING WIRE LOOP OF PURLIN 20MM DIA FIXING BOLTS THROUGH SPLICE DRY SPLICE JOINT POCKET FOR BOLT NUT PITCHED SPANNING MEMBER POCKET FOR BOLT HEAD 20MM DIA FIXING BOLTS THROUGH SPLICE 2D N. T. S. N. T. S. 200 \W0.61004; TYPICAL APEX DETAILSAPEX DETAILS N. T. S. D PITCHED SPANNING MEMBER STUD KNEE KNEE BRACING \W9.66881; \LPLYWOOD FACED PORTAL APEX BUTT JOINTED AND BOLTED SOLID BLOCKING TO APEX 6 MM THK. PLYWOOD FACING TO BOTH SIDES LEG - WIDTH VARIES 750-300 N. T. S. TIMBER PORTAL FRAMES R.C.C. PORTAL FRAMES \LKNEE DETAIL ALTERNATIVE N. T. S. \W2.52381; 75 MM THICK SOFTWOOD \W0.57143; FRAMING TO FORM PROFILE AND PROVIDE SUPPORT FOR \W8.14286; EAVES 6 MM PLY WOOD FACING TO BOTH SIDES 125X50 STUDS CHORDS TO BOTH SIDES PURPOSE MADE CAST IRON OR STEEL FIXING SHOE BOLTED TO FOOT OF LEG AND FIXED TO RC FOUNDATION WITH HOLDING DOWN BOLTS N. T. S. 2. P O R T A L F R A M E S - II ADVANCED BUILDING CONSTRUCTION Signature & Stamp: COUNTER WEIGHT M.S CHANNEL \W6.46222; DRIVING SHEAVE \W4.84317; DIVERTING PULLEY \W6.74794; STEEL CABLES/ \W4.93841; ROPES AUTOMATIC \W4.93841; SLIDING \W0.65270; FLOOR DOOR ATTACHED \W0.65270; TO THE FRAME \W4.27175; R.C.C SHEAR WALL \W5.55746; COUNTER WEIGHT car or cage \W5.31937; GRILLED CAGE AT \W6.41460; THE BOTTOM TO \W6.41460; PREVENT COLLAPSING \W1.65270; OF COUNTER WEIGHT \W1.60508; IN CASE OF ACCIDENT \W9.17651; CAR BUFFER \W5.55746; COUNTER WEIGHT \W5.55746; BUFFER \W4.84317; P.C.C PROJECTION \W8.17651; FOR BUFFERS \W5.17651; RAFT FOUNDATION MACHINE ROOM KEY PLAN 1:200 MACHINE ROOM - PLAN 1:50 ADVANCED BUILDING CONSTRUCTION 1. L I F T S Signature & Stamp: \W0.53159; \LENLARGED DETAIL AT B \W3.91254; SECTION AA'AA' \W6.24049; 1:50 1. STEEL CABLES BOLTED TO THE CAR LOOP OVER THE SHEAVE. 2. THE SHEAVES GROOVES GROUPS THE STEEL CABLES. 3. THE ELECTRIC MOTOR ROTATES THE SHEAVE CAUSING THE CABLES TO MOVE TOO 4. AS THE CABLES MOVE, THE CAR IS LIFTED. 230 MM THK R.C.C SHEAR WALL M.S ANGLE @1.5 M C/C T- SECTION AS TRACK COUNTER WEIGHT MADE UP OF M.S CHANNELS M.S ANGLE SECTIONS 75X75 M.S BRACKET @ 1500MM C/C M.S GUIDE M.S TRACKS M.S BOX SECTION AUTOMATIC LIFT DOOR TERRACE FLOOR 2ND FLOOR 1ST FLOOR GR. FLOOR \W3.74794; COMPRESSED CORK \W3.74794; INSULATION \W2.79556; 75MM THK PCC BED VENT TRAP DOOR VENTILATOR DOOR C \W0.53159; \LENLARGED DETAIL AT 450 \W0.83134; M.S T-SECTION AS \W0.83134; TRACK \W0.83134; 100X100X12MM \W0.69410; M.S BRACKET \W0.69410; @ \W0.69410; 1500MMC/C \W2.72054; M.S GUIDE \W2.72054; 45X45 \W5.81880; M.S BOX \W5.81880; SECTION \W3.72356; 200 X 200 \W1.67543; M.S ANGLES \W1.41968; M.S STRAPS \W0.49514; M.S BOLTS 20MM GAUGED STEEL SHEET \W0.53159; \LENLARGED DETAIL AT A CABLES BOLTS M.S PLATE M.S STEEL SECTION \W2.46016; COUNTERWEIGHT FLOOR DOOR 4910 1500 2435 1200 1005 \W2.40689; TERRACE \W2.40689; FLOOR BELOW MACHINE ROOM \W6.46222; DRIVING SHEAVE \W5.13587; VENTILATOR \W2.79556; 75MM THK PCC BED \W9.98603; TRAP DOOR PRECAST RCC CHAJJA DRIP MOULD IN PLASTER \W0.80107; 8 \W0.80107; O \W0.80107; @ \W0.80107; 150 \W0.80107; C/C \W5.40137; EXTERNAL WALL IN PRECAST \W5.40137; CONCRETE BLOCKS 150 X 100 X \W5.40137; 300 10 O ANCHOR BAR STIRRUPS FFL \LPRECAST 8 O BEAM STIRRUPS \W0.99923; \LPRECAST RCC BEAM TO 500 60 60 60 60 60 110 230 NUT & BOLT FITTED WITH WASHER TO FIX SPLICE PLATE 100 MM THK PRECAST RCC SUNK SLAB FOR BATH PRECAST RCC BEAM 150 X 350 PRECAST RCC BEAM 180 X 350 \W0.28612; PRECAST RCC SUNK SLAB \W2.38136; UNITS FOR BATH/WC \W1.72538; 100 MM THK PRECAST RCC \W7.43966; SUNK SLAB FOR WC SLEEVE CAST IN SUNK SLAB FOR DRAINAGE PIPE 60MM WIDE 6-8 THK SPLICE PLATE FITTED ON TOP & BOTTOM SURFACES OF BEAMS TO BE CONNECTED PRECAST RCC COLUMN 230 X 500 CONCRETE FILLING JOINT SEALED WITH CEMENT SLURRY PRESSURE GROUTED 600 NOTCH IN COLUMN TO HOUSE BEAM AT APPROPRIATE LEVEL 8 O STIRRUPS PROJECTING TO RECEIVE BEAM TOP BARS AND SLAB REINFORCEMENTS \W2.25531; \LPRECAST RCC BEAM TO PRECAST RCC BEAM 180 X 350 OFFSET IN BEAM TO HOUSE CIPOREX SLAB PRECAST RCC COLUMN 230X500 T & G TYPE JOINTS BETWEEN CIPOREX SLABS TO BE SEALED WITH PRESSURE GROUTING \W0.15982; PRECAST RCC \W0.15982; BEAM 150 X \W0.15982; 350 \W4.12845; SCHEMATIC LAYOUT PLAN OF A \W4.12845; RESIDENTIAL BUILDING IN PRECAST R.C.C \W4.12845; CONSTRUCTION \W2.91715; MAIN \W2.91715; BARS IN \W2.91715; BOTH \W2.91715; DIRECTIONS. \W0.45680; PRECAST \W0.45680; CONCRETE \W0.45680; COLUMN \W0.45680; GROUTED \W0.45680; INTO \W0.45680; POCKET \W0.45680; IN \W0.45680; FOUNDATION. R.C.C FOUNDATION. C-S SCREEDING \W5.07504; CIPOREX SLAB 100 \W5.07504; THK-500 WIDE-3000 \W5.07504; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W1.22061; 8 \W1.22061; O \W1.22061; BEAM STIRRUPS \W2.33279; MAIN REINFORCEMENT \W2.33279; BARS FOR SLAB 10 O \W2.33279; @150C/C IN BOTH \W2.33279; WAYS \W3.57857; ENLARGED SECTION SHOWING THE \W3.57857; STRUCTURAL COMPONENTS OF A PRECAST \W3.57857; CONCRETE STRUCTURE PRECAST RCC BEAM 180 X 350 AT FLR LVL MID-LANDING MID-LANDING PRECAST RCC STAIRCASE WAIST SLAB IN UNITS OF 400 MM WIDTH PRECAST RCC BEAM 180 X 350 AT FLR LVL \W2.92381; PRECAST RCC \W2.92381; STAIRCASE SLAB UNIT FFL PRECAST RCC COLUMN 230 X 500 CIPOREX SLAB 100 THK-500 WIDE-3000 LONG STIRRUPS PRECAST RCC BEAM 150 X 350 \W1.32919; \LPRECAST RCC BEAM TO ANCHOR BARS 10 O TEMPORARY STEEL WEDGES PACKING IF REQUIRED. 1:2 CM/SAND GROUT 450-600 BLINDING GL \W6.50874; PRECAST RCC \W6.50874; COLUMN SECTION 230 \W6.50874; X 230 PRECAST CONCRETE COLUMN JOINT COMPLETED WITH INSITU CONCRETE DRY JOINT MAIN BARS OF THE COLUMN COLUMN STIRRUPS LOWER COLUMN UPPER COLUMN MAIN BARS OF THE COLUMN 10 O J BOLT FAN HOOK SIPOREX SLAB T & G JOINT BETWEEN SI[OREX SLAB 6 X 45 X 300 W.P PLATE \W0.20058; FIXING OF FAN HOOK \W0.20058; TO SIPOREX SLAB \W2.60263; COLUMN TO \W2.60263; COLUMN JUNCTION \W1.07401; PRECAST RCC \W1.07401; COLUMN 300 150 300 150 A PRECAST CEMENT COMPONENT MAY BE DEFINED AS A COMPONENT CAST IN FORMWORK IN A POSITION OTHER THAN THAT WHICH IT WILL FINALLY OCCUPY IN THE COMPLETED STURCTURE AND WHICH, AFTER REMOVAL FROM THE FORMS AND MATURING, REQUIRES TO BE PLACED AND FIXED IN POSITION. \W1.26766; PRECAST RCC \W1.26766; CHAJJA \LDISADVANTAGES 1. BUILDING IS LESS FLEXIBLE IN ITS DESIGN CONCEPT. 2. THE CONTINUITY AND RIGIDITY OF STRUCTURE ARE MORE DIFFICULT TO ACHIEVE. 3. MECHANICAL LIFTING PLANT MAY BE NEEDED TO POSITION THE UNITS. 4. TRANSPORT COSTS AND CONTROLS ON DELIVERY OF UNITS. 5. STRUCTURAL CONNECTIONS TO BE PROTECTED AGAINST WEATHER, FIRE AND CORROSION. \LADVANTAGES 1. FACTORY PRODUCTION - MIXING, PLACING AND CURING OF CONCRETE CARRIED UNDER CONTROLLED CONDITIONS, RESULTING IN UNIFORM AND ACCURATE UNITS. 2. FORMWORK AND ITS SUPPORT IS GREATLY REDUCED. 3. THE SITE IS LESS OBSTRUCTED. 4. REPETITIVE STANDARD UNITS REDUCE COSTS. 5. PERIOD OF CONSTRUCTION IS REDUCED. 90 30 150 30 30 150 250 100 350 250 100 350 6. P R E C A S T C O N C R E T E S T R U C T U R E S ADVANCED BUILDING CONSTRUCTION C-S SCREEDING \W2.46609; CIPOREX SLAB 100 \W2.46609; THK-500 WIDE-3000 \W2.46609; LONG \W7.84207; REINFORCED \W7.84207; CONCRETE SLAB \W1.74948; EPOXY W.P COAT \W1.74948; OVER CIPOREX \W1.74948; SLAB \W5.56785; MAIN \W5.56785; REINFORCEMENT \W5.56785; BARS FOR SLAB \W5.56785; 10 O @150C/C IN \W5.56785; BOTH WAYS FFL \W2.54990; ENLARGED DETAIL OF \W2.54990; PRECAST RCC BEAM & \W2.54990; SLAB Signature & Stamp: CAST IN SITU COLUMN UPTO PLINTH LEVEL REINFORCEMENT OF THE BASE COLUMN ACTS AS DOWEL FOR THE PRECAST COLUMNS ALTERNATIVE FOOTING DETAIL-POCKET FOUNDATION \W7.50907; ENLARGED SECTION \W7.50907; SHOWING THE STRUCTURAL \W7.50907; COMPONENTS OF A \W7.50907; PRECAST CONCRETE \W7.50907; STRUCTURE ALTERNATIVE DETAIL-POCKET FOUNDATION \W8.26670; KEY PLANPLAN \W7.46771; 1:250 \W7.38575; SECTION AA'AA' \W7.46771; 1:250 \W1.75532; R.C.C.DIAPHRAGM BEAM \W2.66008; STEEL ALLOY ROCKER \W2.66008; JOINT BASE 600X 600 \W4.46960; ROCKER JOINT FOR \W4.46960; FLEXIBLE MOVEMENT \W3.04103; HOLDING DOWN BOLT \W1.04103; R.C.C. COLUMN 1200 X \W1.04103; 900 \W0.26545; R.C.C.DIAPHRAGM \W0.26545; BEAM 300 X \W0.26545; 1500 \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W2.45593; R.C.C.COLUMN \W3.31307; 600 X 1200 \W2.55116; RIDGE 500MM \W2.55116; WIDE \W1.74164; VALLEY 500MM \W1.74164; WIDE \W5.57383; A \W6.45718; ROCKER JOINTJOINT \W7.70581; 1:10 PCC COPING 12 O DISTRIBUTION REINFORCEMENT 16 O MAIN REINFORCEMENT MS GUTTER DRIP MOULD \W7.24289; SECTION BB'BB' \W7.46771; 1:250 5 5 5 5 ROCKER JOINT DIAPHRAGM BEAM RCC COLUMN 600 X 600 125MM THK RCC FOLDED PLATE PCC COPING \W7.95238; 12 O \W7.95238; DISTRIBUTION \W7.95238; REINFORCEMENT \W3.57143; 16 O MAIN \W3.57143; REINFORCEMENT 125MM THK RCC FOLDED PLATE DRIP MOULD ROCKER JOINT DIAPHRAGM \W4.19048; BEAM PIPE SLEEVE I.P.S RCC BRACKETS \W2.61905; 300 X 300 RCC COLUMN 600 X 1200 \W3.05242; ENLARGED DETAIL AT BDETAIL AT B \W7.46771; 1:100 \W3.07623; ENLARGED DETAIL AT ADETAIL AT A \W7.70581; 1:50 TYPICAL EXPANSION JOINT DETAIL 600x600 RCC STIFFENING BEAM 125 THK RCC FOLDED SLAB 6MM COPPER FLASHING & CLIPS COPPER SADDLE UNDER FLASHING RCC DIAPHRAGM BEAM 600X1200 RCC COLUMN 600mm WIDE GUTTER 50mm WIDE EXPANSION JOINT THROUGHOUT JOINT AFTER EVERY 40M WIDTH I.E. ALTERNATE COLUMN \W3.05242; ENLARGED DETAIL AT CDETAIL AT C \W7.70581; 1:25 \W5.47859; B \W5.50240; C \W4.69402; DIAPHRAGM \W4.69402; BEAM \W4.38797; R.C.C. FOLDED \W4.38797; PLATES \W0.45593; R.C.C. COLUMN \W4.26545; 600 X 600 \W8.55116; R.C.C. \W8.55116; BRACKETS \W4.26545; 300 X 300 \W2.36486; \LTYPICAL APEX HINGE N. T. S. KEY SECTION KEY PLAN 1:200 1:200 DETAIL PLAN 1:200 ENLARGED SECTION 1:20 \W4.14765; \LTYPICAL BASE HINGE 230 THK. DRY RUBBLE PACKING 150 THK. P.C.C. R.C.C. FOUNDATION 16 MM THK. M.S. BASE PLATE PIN JOINT FLOOR FINISH METAL SHEET ISMB 250 PORTAL FRAME G.I. GUTTER BUILT UP PURLIN G.I. METAL SHEET RIDGE PIECE 250 DIA 230 THK. DRY RUBBLE PACKING 150 THK. P.C.C. R.C.C. FOUNDATION 16 MM THK. M.S. BASE PLATE PIN JOINT FLOOR FINISH ISMB 300 PORTAL FRAME PRECAST CONCRETE GUTTER M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA WELDED SPLICE JOINT 1:10 BOLTED SPLICE JOINT 1:10 FISH PLATES TO TOP AND BOTTOM FLANGES WEB PLATES AS REQUIRED ISMB 300 AS SPANING MEMBER BUTT WELD TEMPORARY WEB CLEATS TO HOLD SPLICE FOR WELDING R.C FOUNDATION GROUT 300 1 OR 2 TIMES D(600) SUPPORTING MEMBER ISMB 300 GUSSET PIECE WELDED TO COLUMN SUPPORT MEMBER 1SMB 300 TWO PINS R.C FOUNDATION \W1.31699; \LPOCKET FOUNDATION THREE PINS ISMB 300 SPANING MEMBER TWO PIN ONE PIN STEEL KEY GENERAL NOTESNOTES A PORTAL FRAME MAY BE DEFINED AS A CONTINUOUS OR RIGID FRAME WHICH HAS THE BASIC CHARACTERISTIC OF A RIGID OR RESTRAINED JOINT BETWEEN THE SUPPORTING MEMBER OR COLUMN AND THE SPANNING MEMBER OR BEAM. 16 MM THK. M.S. BASE PLATE HINGE JOINT SPANING MEMBER ISMB 300 M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA SUPPORTING MEMBERS ISMB 300 RIDGE SPANING MEMBERS ISMB 300 PURLINS M. S. CLEAT ISMA 65 X 65 X 6 ISMB 300 SPANING MEMBER APEX JOINT ALTERNATIVE DETAIL N. T. S. ISMB 300 SPANING MEMBER M. S. PURLIN ISMA 65 X 65 X 6 G.I. METAL SHEET RIDGE PIECE 250 DIA M. S. CLEAT ISMA 65 X 65 X 6 150 450 230 1000 \LDETAIL @ C (ISOMETRIC PRECAST CONCRETE CHANNEL GUTTER ISMB 300 SUPPORT MEMBER R.C. FOUNDATION HINGES WELDED TO 16 MM THK BASE PLATE B 16 MM THK BASE PLATE HINGE JOINT M.S. ANGLE CLEAT 65 X 65 X 6 CASTELLATED BEAM M.S. ANGLE CLEAT 65 X 65 X 6 600 16 MM THK MS BRACKET WELDED TO BASE PLATE 16 MM THK BASE PLATE WELDED TO STANCHION 16 MM WEB PLATE AT 1000 C/C G.I. METAL SHEET M.S . PURLINS 65 X 65 X 6 A ISMB 300 PORTAL FRAME CASTELLATED BEAM ALTERNATE DETAILS @ A N. T. S. 2. P O R T A L F R A M E S ADVANCED BUILDING CONSTRUCTION PIN OR HINGE JOINT PITCHED SPANNING MEMBER FOUNDATION PIN OR HINGE JOINT POINT OF CONTRA FLEXURE BENDING MOMENT DIAGRAM RIGID CONNECTION SPANNING MEMBER POINT OF CONTRA FLEXURE FOUNDATION COLUMN BENDING MOMENT DIAGRAM BEAM THREE PIN PORTAL FRAME TWO PIN PORTAL FRAME RIGID OR FIXED PORTAL FRAME SIMPLY SUPPORTED BEAM COMPARISION OF BENDING MOMENTS Signature & Stamp: ISMB 300 CASTELLATIONS \W1.65324; \LFABRICATION OF CASTELLATED WEB POST WELDED PCC PATLI HOLD FAST EMBEDDED IN PATLI WHILE CASTING HOLD FAST EMBEDDED IN PATLI WHILE CASTING GL HINGES CAN BE INTRODUCED INTO A PORTAL FRAME DESIGN AT THE BASE CONNECTIONS AND AT THE CENTRE OR APEX OF THE SPANNING MEMBER, GIVING THREE BASIC FORMS OF PORTAL FRAME. 1. FIXED OR RIGID PORTAL FRAME 2. TWO PIN PORTAL FRAME 3. THREE PIN PORTAL FRAME J HOOK ADVANCED BUILDING CONSTRUCTION HEMISPHERICAL DOME vertical axis RING TO BASE EDGE SEMI CIRCULAR SECTION ROTATING ABOUT VERTICAL AXIS vertical axis ring to base edge parabolic section rotating about vertical axis PARABOLIC DOME arch beam to cut edge tie beam around base edge solid diaphragm or mullions and glazing infill TRANSLATIONAL DOME hemispherical dome pendetive infill panel or glazing hemispherical dome infill panel or glazing pendetive dome and pendentives of different hemispheres DOME AND PENDENTIVES WITH DRUM hemispherical dome pendetive infill panel or glazing drum which could be performed with openings upstand arch rib downstand arch rib downstand stiffening beam upstand stiffening beam column foundation glazing horizontal square abcd ONE CORNER RAISED straight line limited hyperbolic paraboloids VIEW hed arch with glazing conoid shells H CONOID SHELL ROOF L -somewhat less than half s H -about sixth & h ninth of s h S W square dome shell perimeter tie beam glazing SQURE DOME SHELL ROOF W S barrel vault spandrel glazing L w w rise barrel vault edge beam 4. S H E L L S T R U C T U R E S \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam DOME AND PENDENTIVESOF SAME HEMISPHERE \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W1.45715; hemispherical \W1.45715; dome \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W4.74286; tie beam \W4.74286; around base \W4.74286; edge \W1.45715; cut edges to \W1.45715; be stiffened \W1.45715; with arch \W1.45715; beam outline of straight line limited hyperbolic parabola reinforced concrete umbrella roof formed by for hyperbolic paraboloid shells supported on a central column setting out lines of shells straight line limited hyperbolic paraboloids LONG SPAN BARREL VAULT outline of hyperboloid surface \W4.35755; HYPERBOLIC \W4.35755; PARABOLOID SURFACE \W2.40792; BARREL VAULT SHELL ROOF HYPERBOLIC PARABOLOID SHELL straight line limited hyperbolic paraboloid formed by raisinf corners A and B of square ABCD to E and F respectively so that Ae=CF \W1.67183; THREE CORNERS \W1.67183; RAISED DIFFERENT \W1.67183; HEIGHTS TWO CORNERS RAISED THE SAME HEIGHT TWO CORNERS RAISED DIFFERENT HEIGHTS DOMES: DOMES IN THEIR SIMPLEST FORM CONSIST OF HALF SPHERE SHAPE, HOWEVER DOMES BASED ON ELLIPSE, PARABOLA AND HYPERBOLA ARE ALSO POSSIBLE. \W3.85900; · DOMES ARE DOUBLE CURVATURE \W3.85900; SHELLS WHICH CAN BE \W3.85900; ROTATIONAL AND ARE FORMED BY \W3.85900; A CURVED LINE ROTATING \W3.85900; AROUND A VERTICAL AXIS. \W3.85900; · TRANSLATIONAL DOMES ARE \W3.85900; FORMED BY A CURVED LINE \W3.85900; MOVING OVER ANOTHER CURVED \W3.85900; LINE \W3.85900; · PENDENTIVE DOMES ARE FORMED \W3.85900; BY INSCRIBING WITHIN THE BASIC \W3.85900; CIRCLE A POLYGON AND CUTTING \W3.85900; VERTICAL PLANES THROUGH THE \W3.85900; TRUE HEMISPHERICAL DOME. DOMES SHELL ROOF TEND TO FLATTEN DUE TO THE LOADINGS AND THIS TENDENCY IS RESISTED BY STIFFENING BEAMS OR SIMILAR TO ALL CUT EDGES. DOMES WITH RISE MORE THAN ONE SIXTH OF THEIR DIAMETER (R> 1/6 DIA) WILL REQUIRE RING BEAM. CONOID SHELLS: CONOIDS A SIMILAR TO BARREL VAULTS BUT IS DOUBLE CURVATURE SHELLS AS OPPOSED TO A SINGLE CURVATURE OF THE BARREL VAULT. AS PER THEIR FORMATIONS TWO BASIC GEOMETRICAL FORMS ARE POSSIBLE: \W3.85892; · A STRAIGHT LINE IS MOVED \W3.85892; ALONG A CURVED LINE AT ONE \W3.85892; END AND A STRAIGHT LINE AT \W3.85892; THE OTHER END. THE RESULTANT \W3.85892; SHAPE BEING CUT TO THE \W3.85892; REQUIRED LENGTH. \W3.85892; · A STRAIGHT LINE IS MOVED \W3.85892; ALONG A CURVED LINE AT ONE \W3.85892; END AND A DIFFERENT CURVED \W3.85892; LINE AT THE OTHER END. HYPERBOLIC PARABOLOIDS: THESE ARE DOUBLE-CURVATURE SADDLE-SHAPED SHELLS FORMED GENERALLY BY MOVING A VERTICAL PARABOLA OVER ANOTHER VERTICAL PARABOLA SET AT RIGHT ANGLE TO THE MOVING PARABOLA. THE SADDLE SHAPE CREATED IS TERMED AS HYPERBOLIC PARABOLOID BECAUSE HORIZONTAL SECTION TAKEN THROUGH THE ROOF WILL GIVE A HYPERBOLIC OUTLINE AND A VERTICAL SECTION WILL RESULT IN PARABOLIC OUTLINE. \W3.85883; · A WARPED PARALLELOGRAM OR \W3.85883; STRAIGHT LINE LIMITED \W3.85883; HYPERBOLIC PARABOLOID IS \W3.85883; FORMED BY RAISING OR \W3.85883; LOWERING ONE OR MORE \W3.85883; CORNERS OF A SQUARE. \W3.85883; · BY VIRTUE OF ITS SHAPE THIS \W3.85883; FORM OF SHELL ROOF HAS A \W3.85883; GREATER RESISTANCE TO \W3.85883; BUCKLING THAN DOMES SHAPES \W3.85883; · HYPERBOLIC PARABOLOID SHELLS \W3.85883; CAN BE USED SINGLE OR IN \W3.85883; CONJUNCTION WITH ANOTHER TO \W3.85883; COVER ANY PARTICULAR PLAN \W3.85883; SHAPE OR SIZE. \W3.85883; · IF THE RISE- I.E. THE \W3.85883; DIFFERENCE BETWEEN THE HIGH \W3.85883; AND LOW POINTS OF THE \W3.85883; ROOF-IS SMALL THE RESULT \W3.85883; WILL BE HYPERBOLIC PARABOLOID \W3.85883; OF LOW CURVATURE ACTING \W3.85883; STRUCTURALLY LIKE PLATE AND \W3.85883; WILL BE RELATIVELY THICK TO \W3.85883; PROVIDE THE NECESSARY \W3.85883; RESISTANCE TO DEFLECTION. \W3.85883; · TO OBTAIN FULL ADVANTAGE OF \W3.85883; THE INBUILT STRENGTH OF THE \W3.85883; SHAPE THE RISE TO THE \W3.85883; DIAGONAL SPAN RATIO SHOULD \W3.85883; NOT BE LESS THAN 1:15, INDEED \W3.85883; HIGHER THE RISE THE GREATER \W3.85883; WILL BE THE STRENGTH AND THE \W3.85883; SHELL CAN THINNER. \W3.85883; · BY ADOPTING SUITABLE RISE TO \W3.85883; SPAN RATION IT IS POSSIBLE TO \W3.85883; CONSTRUCT CONCRETE SHELLS \W3.85883; WITH DIAGONAL SPANS OF UPTO \W3.85883; 35.0 MTS. WITH SHELL \W3.85883; THICKNESS OF ONLY 50 Signature & Stamp: dome formed by a plane curve moving parallel to itself along another plane curve 5. R. C. C. F O L D E D P L A T E S ADVANCED BUILDING CONSTRUCTION Signature & Stamp:

Language	English
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, building, construction, Construction detail, construction details section, cut construction details, details, DWG, including, lift, machinery, plan, plans, sections

DWG_Blocks

View All Downloads