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IS 1849-1-2: Design and installation of vertical mixed feed type lime kiln guide, Part 1: For limestone, Section 2: RCC type shaft PDF

11 Pages·1991·1.2 MB·English
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Preview IS 1849-1-2: Design and installation of vertical mixed feed type lime kiln guide, Part 1: For limestone, Section 2: RCC type shaft

इंटरनेट मानक Disclosure to Promote the Right To Information Whereas the Parliament of India has set out to provide a practical regime of right to information for citizens to secure access to information under the control of public authorities, in order to promote transparency and accountability in the working of every public authority, and whereas the attached publication of the Bureau of Indian Standards is of particular interest to the public, particularly disadvantaged communities and those engaged in the pursuit of education and knowledge, the attached public safety standard is made available to promote the timely dissemination of this information in an accurate manner to the public. “जान1 का अ+धकार, जी1 का अ+धकार” “प0रा1 को छोड न’ 5 तरफ” Mazdoor Kisan Shakti Sangathan Jawaharlal Nehru “The Right to Information, The Right to Live” “Step Out From the Old to the New” IS 1849-1-2 (1991): Design and installation of vertical mixed feed type lime kiln guide, Part 1: For limestone, Section 2: RCC type shaft [CED 4: Building Limes and Gypsum Products] “!ान $ एक न’ भारत का +नम-ण” Satyanarayan Gangaram Pitroda ““IInnvveenntt aa NNeeww IInnddiiaa UUssiinngg KKnnoowwlleeddggee”” “!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता हहहहै””ै” Bhartṛhari—Nītiśatakam “Knowledge is such a treasure which cannot be stolen” DESIGNANDINSTALLATIONOFVERTICAL MIXEDFEEDLIMEKILN- GUIDE ' PART 1 FOR LIMESTONE Section 2 Reinforced Cement Concrete Type Shaft UDC 666’9’041 ( 026 ) @ BIS 1991 BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG NEW DELHI 110002 September 1991 Price Group 2 gnidliuB semiL and emiL stcudorP lanoitceS ,eettimmoC CED 4 FOREWORD sihT naidnI dradnatS ( traP noitceS/l 2 > was detpoda yb eht uaeruB fo naidnI ,sdradcatS retfa eht tfard dezilanif yb eht gnidliuB semiL and emiL stcudorP lanoitceS eettimmoC had neeb devorppa yb eht liviC gnireenignE noisiviD .licnuoC roF tnemenifer and noitazidradnats fo eht euqinhcet fo erutcafunam fo gnidliub ,semil hcihw era yltsom decudorp ni small elacs ,seirtsudni ti was tlef that senilediug rof eht ngised fo emil nlik desab no seiduts deirrac tuo yb eht lartneC gnidliuB hcraeseR ,etutitsnI ;eekrooR idahK and egalliV seirtsudnI ,noissimmoC yabmoB and tarajuG gnireenignE hcraeseR ,etutitsnI aradodaV dluoc eb detalumrof os that ti lliw eb lufpleh ni gnittes up kilns rof eht erutcafunam fo gnidliub emil ni eht segalliv and small elacs .seirtsudni roF tneiciffe ngised fo nlik a rebmun fo ,srotcaf hcus as lacimehc noitisopmoc fo ,enotsemil epyt fo eht leuf and tuptuo deriuqer era .deredisnoc sihT standard sevig lareneg ecnadiug rof eht ngised and noitallatsni fo emil nlik ni hcihw eht egrahc is def morf pot and emil is drawn morf eht nottob fo eht tfahs hguorht egrahcsid .gninepo sihT standard ( traP noitceS/l 2 ) has neeb deraperp desab no seiduts detcudnoc yb tarajuG gnireenignE hcraeseR ,etutitsnI aradodaV and srevoc eht lareneg selpicnirp fo ngised and -curtsnoc noit fo lacitrev dexim deef decrofnier tnemec etercnoc tfahs epyt nlik rof erutcafunam fo emil morf .enotsemil roF eht ,tneserp stnemeriuqer era gnieb derevoc up ot a yticapac fo 10 sennot rep .yad sihT standard has neeb deraperp ni owt parts, traP 1 srevoc ngised and noitallatsni fo kilns rof eht erutcafunam fo emil morf enotsemil and traP 2 srevoc ngised and noitallatsni fo kilns rof eht erutcafunam fo emil morf .llehsemil traP 1 fo this standard is ni owt ,snoitces noitceS 1 gnirevoc eht yrnosam epyt tfahs and noitceS 2 gnirevoc eht decrofnier tnemec etercnoc epyt .tfahs roF eht esoprup fo gnidiced rehtehw a ralucitrap tnemeriuqer fo this standard is deilpmoc ,htiw eht lanif ,eulav devresbo ro ,detaluclac gnisserpxe eht tluser fo a tset ro ,sisylana shall eb dednuor ffo ni ecnadrocca htiw SI 2 : 1960 seluR‘ rof gnidnuor ffo laciremun seulav ( revised )‘. ehT rebmun fo tnacifingis secalp deniater ni eht dednuor ffo eulav dluohs eb emas as that fo eht deificeps eulav ni this standard. AMENDMENT NO. 1 JULY 2011 TO IS 1849 (PART 1/SEC 2) : 1991 DESIGN AND INSTALLATION OF VERTICAL MIXED FEED LIME KILN — GUIDE PART 1 FOR LIMESTONE Section 2 Reinforced Cement Concrete Type Shaft (Page 1 clause 2.1) — Substitute the following second and third entries for the existing: ‘IS No. Title 195 : 2005 Fireclay mortar for laying fireclay refractory bricks — Specification (fourth revision) 456 : 2000 Plain and reinforced concrete — Code of practice (fourth revision)’ (Page 1, clause 5.1, line 4) — Substitute ‘M 20 (see IS 456 : 2000)’ for ‘M 15 (see IS 456 : 1978)’. (Page 1, clause 5.2, line 4) — Substitute ‘M 20 (see IS 456 : 2000)’ for ‘M 15 (see IS 456 : 1978)’. (Page 3, clause 5.3.2.1, line 3) — Substitute ‘IS 456 : 2000’ for ‘IS 456 : 1978’. (Page 3, clause 5.3.2.1, line 10) — Substitute ‘IS 195 : 2005’ for ‘IS 195 : 1963’. (CED 4) Reprography Unit, BIS, New Delhi, India SI 1849 ( Part l/Set 2 ) : 1991 Indian Standard DESIGN AND INSTALLATION OF VERTICAL MIXED FEED LIME KILN - GUIDE PART 1 FOR LIMESTONE Section 2 Reinforced Cement Concrete Type Shaft 5 NOITALLATSNI 1 SCOPE 5.0 A lacitrev dexim deef decrofnier tnemec 1.1 sihT standard ( traP noitceS/l 2 ) srevoc etercnoc tfahs nlik shall tsisnoc fo eht :gniwollof sliated rof eht ngised and noitallatsni fo lacitrev dexim deef decrofnier tnemec etercnoc tfahs )a ,noitadnuoF epyt kilns rof erutcafunam fo emil morf -emil )b ,esaB enots otpu a yticapac 10 sennot rep .yad )c repuS :erutcurts 2 REFERENCES )i egrahcsiD ,ecalp and 2.1 ehT naidnI Standards nevig woleb era )ii ehT tfahs fo eht ,nlik and yrassecen stcnujda ot this standard: )d Charging .ecived SI .oN Title 1983 etaredoM taeh ytud yalcerif 5.1 noitadnuoF of the Kiln 6: ,seirotcarfer puorg ’A‘ ( htruof A elbatius decrofnier tnemec etercnoc -adnuof revision ) noit shall eb dedivorp gnidneped no eht erutan : 1963 yalceriF ratrom rof gniyal yalcerif fo eht lios and detcepxe .sdaol etercnoC rekaew 195 yrotcarfer skcirb dnoces( than edarg M 15 ( ees SI 456 : 1978 ) shall ton revision ) eb .desu 456 : 1978 edoC fo ecitcarp rof ~Dlain and -decrofnier etercnoc * ( third 5.2 Base of the Kiln revision ) 6508 : 1988 yrassolG fo smret gnitaler ot ehT esab fo eht nlik shall eb edam fo decrofnier gnidliub emil ( tnemec etercnoc hcihw shall eb ylbatius dengised first -revision ) ot tser eht .llehs etercnoC rekaew than edarg M 15 ( ees SI 456 : 1978 ) shall ton eb .desu 3 YGOLONIMRET 3.1 roF eht esoprup fo this s t andard, the defiri- 5.3 Superstructure snoit nevig ni SI 6508 : 1988 shall .ylppa 5.3.1 Discharge Place 4 EZIS FO NLIK egrahcsiD sgninepo fo elbatius ezis shall eb 4.1 ehT ezis fo eht nlik shall eb ylniam dediced dedivorD yllacirtemaid etisoppo and shall eb yb eht tuptuo deriuqer morf ti hcihw lliw ni det& htiw latem srood fo doo0 etag epyt htiw nrut dneDed nopu eht epyt fo leuf and lacimehc retnuoc thgiew gnicnalab rof ytilicaf fo ysae noi&opmoc io .%rotsemil .noitarepo 4.2 ehT lacipyt sliated and snoisnemid fo a 10 ehT erif skcirb shall eb laid ni hcra evoba DPT nlik era nevig ni .giF 1 rof .ecnadiug .gninepo roF noitcetorp against ,raew leets gninil yam eb dedivorp morf eht roolf fo eht ehT-ETON snoisnemid nevig ni .giF 1 erew tfahs otpu 1 m evoba pot fo eht erif kcirb .hcra detpoda yb Gujarat gnireenignE hcraeseR etutitsnI ( GERI ,) .aradodaV Quality fo enotsemil dna leuf desu yb GERI gnirud latnemirepxe gninrub erew 5.3.2 Shaft of the Kiln sa :rednu a) Limestone ehT tfahs shall eb ralucric and shall evah -snoc tant retemaid morf pot ot .mottob e.hT tfahs fo soCaC - 87 tnecrep eht nlik shall tsisnoc :fo cificepS ytivarg - 2’6 oziS - 75 ot 100 mm )a ,gniniL )b Coal )b ,noitalusnI dexiF nobrac - 55 tnecrep )c retuO wall ro eht ,llehs and cifirolaC eulav - 6 200 gkjlaCK oziS - 30 ot 50 mm )d noitcepsnI steps. 1 RS 1849 ( Part l/Set 2 ) : 1991 230 COPING IN M 20 CONCRETE 230 FIRE BRICK I II Iv/ \\\ 16nw7r, 150 R CC Sk!,,, u\\ 1 150 BRICK BAT BURNING DIATOMACEOUS ZONE EARTH AROUND REINFORCEMENT ’ 76100 ~FnllJlA1\r ‘ioo YELLUP--f 81) DIATOMAC____ 1AM I 3000 lT0 WINCH DEPTH AS - “sN IICC L HOISTING TOWER PER DESIGN AIR FROM BLOWER, 225m3/mi n.@lOcmOFWG VERTICAL REIFORCEMENT L&O RUBBLE RffINFORCEMENT IN BOTH MASONRY DIRECTION 50 COVER ON ALL SIOES I/ 27.50 A-A REINFORCEMENT~SECTION INSPECTIONL ADDER POKE HOLES LINED WITH FIRE BRICKS AN0 FITTED WITH REFRACTORY PIPE w 4 A t RILL DISCHARGE OPENING p isoxMl- ASH CHAMBER ehT-ETON noitisop of tsioh tower ~8 dluo eb at thgir selgna ot .sgninepo llA snoisnemid ni .sertemillim FIG. 1 SCHEMATIC DIAGRAM OF V ERTICAL MIXED FEED RBINPOR~XD CEMENT CONCRETET YPE SHAFTL IME KILN 2 IS 1849 ( Part l/Stc 2 ) : 1991 1.2.3.5 eh? retuc wall ro eht llehs shall eb 3.2.3.5 Poke holes dengised and detcurtsnoc ni M 20 edarg etercnoc ekoP seloh shall eb dedivorp dnuora eht ( ees SI 456 : 1978 ) htiw pooh and lacitrev yrehpirep fo eht nlik tuohguorht eht .thgieh ehT .tnemecrofnier ehT esraoc etagergga shall ekop seloh fo 100 mm retemaid dluohs yllareneg esirpmoc fo dehsurc latem edam up fo eno eb decalp at slavretni fo 5’1 m gnola eht thgieh elgnis epyt fo kcor os as ot evah etercnoc fo and 3 m gnola eht .ecnerefmucric ehT seloh mrofinu lamreht .ytreporp llehS shall eb tsac ni shall eb ylud dettif htiw yrotcarfer sepip stages fo ton erom than 1 .ertem ehT erif skcirb gnidnetxe 30 mm dnoyeb eht llehs and dedivorp ( ees SI 6 : 1983 ) shall neht eb laid ot eht emas htiw yrotcarfer plugs. thgieh htiw erif yalc ratrom ( ees SI 195 : 1963 ) using niht stnioj and gnitniop shall eb enod 5.3.2.4 htiw yrotcarfer .tnemec Inspection steps noitcepsnI steps edam fo 15 mm retemaid bars A wash fo yrotcarfer tnemec shall eb deilppa shall eb dedivorp ot evah ssecca ot eht ekop ylno no eht edisni .ecaf ehT retsalp fo -otaid .seloh suoecam htrae shall eb deilppa ot eht retuo edis fo eht erif kcirb gninil retfa eht gninil is laid. ehT gap neewteb eht renni ecaf fo llehs and eht 5.4 Charging suoecamotaid htrae shall neht eb dellif htiw ynA gnigrahc ecived hcihw is dnuof ot eb ’senif-on‘ etercnoc htiw kcirb bat ro esraoc tneinevnoc shall eb .detpoda etagergga ni eht noitroporp fo 8 parts fo -ergga etag ot 1 trap fo .tnemec A egac fo 10 mm dor 5.5 Temperature Control shall eb laid no eht retuo ecafrus fo eht erif kcirb gninil ylud derohcna htiw lewod bars morf selpuocomrehT dettif htiw retemoryp shall eb llehs at 1 m lavretni yllacitrev and -mucric detresni hguorht ekop seloh rof tnemerusaem fo .yllaitneref ehT lewod bars shall eb detaoc htiw erutarepmet ni eht suoirav senoz fo eht .nlik suoecamotaid htrae rof .noitcetorp 5.6 Forced Draft 2.2.3.5 A 15 mc kciht tnemec etercnoc gnipoc htiw a pird gnidluom and gnipols edistuo shall riA rewolb fo elbatius yticapac shall eb dedivorp be laid at eht pot fo eht .nlik ot edivorp decrof tfard otni eht .nlik Standard Mark ehT esu fo eht dradnatS Mark is denrevog yb eht snoisivorp fo eht Bureau of Indian and eht seluR and snoitalugeR edam .rednuereht ehT dradnatS Mark no Standards Act, 1986 stcudorp derevoc yb an naidnI dradnatS syevnoc eht ecnarussa that yeht evah neeb decudorp ot ylpmoc htiw eht stnemeriuqer fo that standard rednu a llew denifed metsys fo ,noitcepsni gnitset and ytilauq lortnoc hcihw is desived and desivrepus yb SIB and detarepo yb eht -orp .recud dradnatS dekram stcudorp era osla ylsuounitnoc dekcehc yb SIB rof ytimrofnoc ot that standard as a rehtruf .draugefas sliateD fo snoitidnoc rednu hcihw a ecnecil rof eht esu fo eht dradnatS Mark yam be detnarg ot srerutcafunam ro srecudorp yam eb deniatbo morf eht uaeruB fo naidnI Standards.

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