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    IS : 4832 ( Part III ) - 1968( Reaffirmed 1996)

    Indian StandardSPECIFICATION FOR

    CHEMICAL RESISTANT MORTARSPART Ill SULPHUR TYPE

    ( Fourth Reprint OCTOBER 1997 )

    UDC 666.971.019.34 : 691.53

    0 Copyri ght 1969BUREAU OF INDIAN STANDARDSMANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MiRCi

    NEW DELHI 110002

    Gr 2 January 1969

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    lS:4832(PartIU)-1968

    Indian StandardSPECIFICATION FOR

    CHEMICAL RESISTANT MORTARSPART III SULPHUR TYPE

    Flooring and Plastering Sectional Committee, BDC 5Chairnmn

    SHRI M. b. BHATIAMember3

    RepresentingCentral Public Works Department, New Delhi

    Da D. BANeaJk National Rubber Manufacturers Ltd, CalcuttaDR M. L. BHnuvrK ( Ahrnulc )SIIKIDINESH A. CHOKSHI Arcoy Industries, AhmedabadSHRI RASIKLAL .4. CHOKSHI ( AI temate )DEPUTY CHW.F MECHANICAL Ministry of RailwaysENGINEERDEPLTY DIRECTOR ( ARCH ) ( AlternateSWR:. K. DOCTOR The Concrete Association of India, BombaySIIRI K. C. PRINJA ( Al ternate )

    SHRI K. P. GHOSH Engineer-in-Chiefs Branch, Army HeadquartersSRI IL P. MKJKHERJE~ ( Al ternate )

    SHRI N. HARILAL Oxy-chloride Flooring Products Ltd, BombayDR PRANLAL PATEL (A& mate)

    DR .I~SEPH GEORGE Central Building Research Institute ( CSIR ).Roorkee -DR MOHAN RAI (Alternate)SHRI S. CL KAPOOR Modern Tiles & Marble, New Delhi%IRI A. C. KAPOOR ( Altemote )SHRI M. R. MALYA Burmah-Shell Oil Storage & Distributing Co ofDR B. S. Bnssr ( Al ternate )SHRI HAZARI LAL MARWAHSHRI T. R. MEHANDRU Central Builders Association, New DelhiThe Institution of Engineers ( India), CalcuttaCoromandel Prodorite Private Ltd, Madrasn~r M. V. MURUGAPPANSHRI R. SRINIVASAN (Alternate)SHRI Ii. M. NANDKEOLYAR

    SHRZ M. G. PAI,HYr:SHRI N. M. JOG ( Al ternate )SHRI RAMAN M. PATELSHRI J. M. SHROFF ( Alternate )SHRI RABINDER SINGHSHRI 0. P. RATRA ( Altemafc )SHRI E. K. RAMACK~NDRANSHRI K. L. BANERJEE Alternate 1

    India Linoleums Ltd, 24 Parganas ( West Bengal)Maharashtra Engineering Research Institute, NaTikThe Bhor Industries Ltd, BombayNational Buildings Organization, New Delbi

    -National Test House, Calcutta

    BUREAU OF INDIAN STANDARDSMANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARQNEW DELHI 110002

    India Ltd, Bombay -

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    IS : 4832 ( Part III ) - 1968( Continued rom pap 1

    RepreicntingLXrectorate General of Supplies & Disposalsbureau of Public Enterprises ( Ministry oiFinance )SHRI 1. M. VARUOHESE ( Akmate )

    SH~I G. C. SHARMA Indian Institute of Architects, BombaySII~ERI~TEND~NONGINEER ( PLAN- Public Works Department, Government cf MadrasNrNG& DESIGNSDEYUTY CHIEF ENUNEER( &,I:.DlNC (Ahnate )SIJPERIP,TENDINO S~JRVEYOR 0s Central Public Works DepartmentWoKKs 1SURVEYOR 0s WORIU I TOssw I ( AlUrn& )SHRI R. NAQARAJAN, Director General, BIS.( Ew-uJ5cioM ember )Director ( Civ Engg )

    secrelargSHRlL.RAMACHANDRA KAO

    Deputy Director ( Civ Engg), BISAcid Resisting, Flooring and Cementing MaterialsSubcommittee, BDC 5 : 6

    ConvenerSHRI L. G. SELVAM Bureau of Public Enterprises (Ministry ofFinance )

    M embersSHRI H. N_ BANERJEADR L. K. BEHLSHRI H. V. BHASKARRAOSHRI DINESH A. CHOKSHI

    The Associated Cement Companies Ltd, BombayIndian Drugs & Pharmaceuticals Ltd, New DelhiRefractory Sectional Committee, SMDC 18Arcoy Industries, AhmedabadDR K. Cl. SHAH ( AlternateSHRI K. P. GHOSH Engineer-in-Chiefs Branch, Army HeadquartersSHRI H. P. MUKHERJEE ( Ahrna te )

    SHRI A. D. GU~TA Fertilizer Corporation of India Ltd, New DelhiDR R. B. HAJELA CentrRs~or~t$ding Research Institute ( CSIR ),DR H. A. MONTEIRO Ciba of India Ltd, BombaySHRI M. V. M~RUCAPPAN Coromandel Prodorite Private Ltd, Madras

    SHRI R. SRINIVASAN Alternate )SHRI D. V. RAJADHYAKSHAREPRESENTATIVESHRI ANIL N. SHAH

    Flintrock Products Pvt Ltd, BombayIndian Refractory Makers Association, CalcuttaNatson hlanufacturing Co, Bombay

    2

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    IS : 4832 ( Part III) - 1968I r l d ian St andard

    SPECIFICATION FORCHEMICAL RESISTANT MORTARSPART III SULPHUR TYPE

    0. FOREWORD0.1 This Indian Standard was adopted by the Indian Standards Institutionon 17 November 1968, after. the draft finalized by the Flooring andPlastering Sectional Committee had been approved by the Civil EngineeringDivision Council.0.2 Sulphur mortars have good resistance against most of the acids exceptconcentrated oxidizing acids, but have very poor resistance to alkalies.Sulphur mortars are used for jointing acid resistant bricks or tiles in floors,~ in the lining of storage tanks, pickling tanks, sumps, drains, etc. Specialcare shall be taken that sulphur mortar is not overheated during theheating process. For the actual method of use of sulphur mortars,IS : 4442-1967* may be referred.0.3 In the formulation of this standard due weightage has been given tointernational co-ordination among the standards and practices prevailing indifferent countries in addition to relating it to the practices in the field inthis country. This has been met by deriving assistance from C287-1962 Standard Specifications for sulphur mortars issued by the AmericanSociety for Testing and Materials.0.4 Investigations carried out by the Central Building Research Institute,Roorkee, has also been of assistance.0.5 This standard is one of a series of Indian Standards on chemicalresistant mortars. Other standards published so far in the series are:

    IS : 4441-1967 Code of practice for use of silicate type chemicalresistant mortarsIS : 4442-1967 Code of practice for use of sulphur type chemicalresistant mortarsIS : 4443-1967 Code of practice for use of resin type chemical resistantmortarsIS: 4456 (Part I )-1967 Methods of test for chemical resistantmortars: Part I Silicate type and resin typeIS : 4456 ( Part II )-1967 Methods of test for chemical resistant

    mortars: Part II Sulphur type*Code of practice for use of sulphur type chemical resistant mortars.3

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    IS: 4832 (PartHI) - 19680.6 For the purpose of deciding whether a particular requirement of thisstandard is complied with, the final value, observed or calculated, expressingthe result of a test or analysis, shall be rounded off in accordance withIS : 2-1960. The number of significant places retained in the, roundedoff value should be the same as that of the specified value in this standard.

    1. SCOPE1 .l This standard covers the requirements of sulphur type chemical resistantmortars for bonding chemical resistant masonry units.2. TERMINOLOGY2.0 For the purpose of this standard, the following definition shall apply.2.1 Sulphur Type Chemical Resistant Mortars - It is an inorganiccompound consisting of an intimate mixture of sulphur and inert filler, suchas silica. Small amounts of chemically-resistant inert modifying agentsmay be added.3. CHEMICAL COMPOSITION3.1 The sulphur mortar shall conform to the following requirements forchemical composition:

    Sulphur 55 to 70 percentInert filler 30 to 45 percent3.1.1 The sulphur content of the sulphur mortar shall be determinedaccording to the procedure laid down in 8 of IS : 4456 ( Part II )-19671_.

    3.2 On a. sieve analysis of the filler the percentage material retained ondifferent sieves shall not exceed the following:I S Si eve Desi gnat i on Per cent age M ateri al Retai ned

    425-micron IS Sieve 5.0 M ax150-micron IS Sieve IO.0 M in75-micron IS Sieve 3.50 M in

    3.2.1 If required by the user, the manufacturer shall give a certificatethat the filler conforms to the grading specified in 3.2.4. PHYSICAL REQUIREMENTS4.1 The sulphur mortars shall satisfy the requirements given in Table 1when tested in accordance with IS : 4456 ( Part II )-19677.

    *Rules for rounding off numerical values ( mired ).j-Methods of test for chemical resistant mortars: Part II Sulphur type.4

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    IS:4832(PartIII)-1968

    SLNO.

    (1)i)ii)iii)iv)y)

    vi)vii)

    TABLE 1 PHYSICAL REQUIREMENTS OF SULPHUR TYPECHJIMICAL RESISTANT MORTARS( Chum 4.1, A-3.2 and A- 4.1 )

    PRO~TR TY REQUIREXENT METHODOF TEST,REP TO CL No.OF IS : 4456( Part II )-1967+(2)

    Compressive strength at 43 h,Min , kg/cm2

    Tensile strength at 48 h, A4.1:,kg/cmFlexural strength at 48 h, Min,

    kg/cm*Bond strength at 48 h, Min,kg/cmProportion of criginal strengthretained after thermal shocktest, hfin, percentMoisture absorption, Max, per-centTendency of aggregate to settle,MUX, variation from unity

    (3) (41280 2

    30 370 410 520.0 6

    1.0 70.6 9

    *Methods of test for chemical resistant mortars: Part II Sulphur type.5. CHEMICAL RESISTANCE REQUIREMENTS5.1 The limits of chemical resistance may be mutually agreed to by thepurchaser and the supplier when tested in accordance with 10 ofIS : 4456 ( Part II )-1967*.6. STORAGE6.1 The storage life of sulphm type chemical resistant mortars shall be notless than 2 years. It shall be placed in a dry place away from fire.7. SAMPLING7.1 The method of drawing representative samples of the material and thecriteria for conformity shall be as given in Appendix A.8. PACKING AND MARKING8.1 The sulphur mortars shall be suitably packed in wooden carton.

    *Methods of test for chemical resistant mortars: Part II Sulphur type.5

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    IS : 4832 ( Part III ) - 19688.2 The following information shall be marked legibly on each package:

    a) Name of the manufacturer or his trade-mark,b) Date of manufacture/batch NO.c) Net weight, andd) Storage requirements.

    8.2.1 Each package may also be marked with the Standard Mark,NOTE - The use of the Standard Mark is governed by the provisions of theBureau of Indian Standards Act, 19Y6 and the Rules and Regulations made there-under. The Standard Mark on products covered by an Indian Standard conveysthe assurance that they have been produced to comply with the requirements of thatstandard under a well defined system of inspection, testing and quality controlwhich is devised and supervised by BE and operated by the producer. Standardmarked products are also continuously checked by BIS for conformity to that

    standard as a further safeguard. Details of conditions under which a iicence forthe use of the Standard Mark may be granted to manufacturers or producers maybe obtained from the Bureau of Indian Standards.

    APPEND1( Clause 7.1

    X A

    SAMPLING PROCEDURE FORA-l. LOT

    ACCEPTANCE TEST

    A-l.1 The quantity of sulphur mortar of the same type, from the samemanufacturing unit shall be offered for inspection at one time. Everybatch of sulphur mortar manufactured shall be offered for inspection. Themaximum quantity of sulphur mortar in a lot shall not be more than2 500 kg.A-l.2 Samples shall be selected and tested for each lot separately forascertaining its conformity to the requirements of the specification.A-2. SELECTIONA-2.1 In case the sulphur mortar in a lot is packed in a number ofcontainers; as a first step suitable number of containers shall be selectedfrom the lot. However, the number of containers thus selected shall notbe less than 5 percent of the total number of containers in the lot. Equalquantities of material shall be taken from each container selected and mixedtogether to give a sample for the lot.

    6

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    IS : 4832 ( Part III ) - 1968A-3. CRITERIA FOR CONFORMITYA-3.1 The samples shall be placed in moistureproof air-tight containers.I hey shall be labelled with full identification, such as the suppliers name,the Iot number, the date of sampling, etc.A-3.2 The samples shall be tested for all the requirements given in liable 1of this standard.A-3.3 A lot shall be considered as having satisfied the requirements of thespecification if the results for all the tests satisfy the relevant requirementsof the specification.A-4. RE-TESTA-4.1 If the samples, when tested, do not comply with the requirementsgiven in Table 1, a further similar set of samples shall be taken at randomfrom the same batch and subjected to the tests. If any of the samples ofthe second test fails to comply with the requirements of Table 1, then theentire sulphur mortar in the batch represented by the samples shall berejected.

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    BUREAU OF INDIAN STANDARDSHeadquarters.Manak Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELHI 110002Telephones: 323 0131,323 3375,323 9402Fax : 91 11 3234062,91 11 3239399, 91 11 3239382Central Laboratory :Plot No. 2019, Site IV, Sahibabad Industrial Area, Sahibabad 201010Reglonal OMces:

    Telegrams : Manaksanstha(Common to all Officas)Telephone8-770032

    Central : Manan Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELHI 110002 323 78 17Eastern : 1 1 4 CIT Scheme VII M, V.I.P. Road, Maniiola, CALCUITA 700054 3378662Northern : SC0 335-336, Sector 34-A, CHANDIGARH 180022 803843Southern : C.I.T. Campus, IV Cross Road, CHENNAI 600113 235 23 15tWestem : Manakalaya, E9, Behind Marol Tebphona Exchange, Andheri (East), 832 92 95MUMBAI 400093Branch Off ices::Pushpak, Nurmohamed Shaikh Marg, Khanpur, AHMEDABAD 380001 5501348SPaenya Industrial Area, 1st Stage. Bangalore-Tumkur Road,BANGALORE 560058 839 49 55Gangotri Compbx, 5th Floor, Bhadbhada ROM, T.T. Nagar, BHOPAL 482003 55 40 21Plot No. 62-63. Unit VI, Ganga Nagar, BHUBANESHWAR 751001 40 36 27Kalaikathir Buildings, 870 Avinashi Road, COIMBATORE 641037 21 01 41

    .Plot No. 43, Sector 18 A, Mathura Road, FARIDABAD 121001 8-28 88 01Savitri Complex. 118 G.T. Road, GHAZIABAD 201001 8-71 19965315 Ward No.29. R.G. Barua Road, 5th By-lane, QUWAHATI 781003 541137S-8-56C. L.N. Gupta Marg, Nampally Station Road, HYDERABAD 500001 201083E-52, Chitarhnjan Marg. C-Scheme, JAIPUR 302001 37 29 251171418 B, Sarvodaya Nagar, KANPUR 208005 21 68 76Seth Bhawan. 2nd Floor, Behind Laab Cinema, Naval Kishore Road, 238923LUCKNOW 228001NIT Building. Sacond Floor, Gokulpat Market, NAGPUR 440010 52 51 71Pattiputra lndusbial Estate, PATNA 800013 26 23 05lnstitytion of Engineers (India) Building 1332 Shivaji Nagar, PUNE 411005 32 36 35T.C. No. 14/l 421, uniwtsityP. 0. Palaym, THIRVVANAMHAP URAM 695034 621 17Sales Dffiie is at 5 Chowringhee Approach, P.O. Princep Street,CALCUlTA 700072 271085tSabs office is at Novelty Chambers. Grant Road, MUMBAI 400007*Sales Cftics is at F Block, Unity Building, Narashimaraja Square,BANGALORE 560002

    309 65 28222 39 71

    Printedat Simco PrintingPress, Delhi. India

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    AMENDMENT NO. 1 APRI L 1981TO

    I S: 4832(Part III)-1968 SPECIFICATION FORCHEMICALRESISTANT MORTARS

    PART III SULPHURTYPEAlterations- m- w-

    (Puge 4, clause 2.1) - Substitute the followingfor the existing clause:'2.1 E$l~&rr Typ Chemical Res_i~~t_~or_ta_r_ It is aninorganic cornFound oGZsti~g of an intimate mixture ofsulphur and inert filler, such as silica or carbon.Small amounts of chemically resistant inert modifyingagents may be sdded.'

    (Page 4, cZause 3.2) - Substitute the followingfor the existing clause:'3.2 On a sieve analysis of the silica filler the per-centage material retained on different sieves shall notexceed the following:

    ISSieve Designation Percentage Retained[See 1~:46O(Rart I)-1%'8*1 by Mass

    42515075NOTE -at Sl No.

    (1) (2) .micron 5 Maxmicron 10 M?:nmicron 35 M?kFor other fillers the requirements given(vii) of Table 1 shall apply.'

    (Page 6, ckzuse A-1.1, last line) - Substitute'5 000 kg' for '2 500 kg'.

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    Addenda----(Page 4, foot-note with '+I mark) - Ada thefollowing new foot-note after I+' mark:'*Specification for test sieves:Psrt.I Wire clothtest sieves (second revision).(Page 5, clause 5.1) - Add the following newmatter at the end of the clause:

    'A general guide for chemical resistance of sulphurtype mortars to various substances is given in Table 1of Is:4442-1980+.'

    (Page 5, foot-note with '*l mark) - Add thefollowing new foot-note after '*' mark:'+Coae of practice for use of sulphur type chemicalresistant mortars (first revision).

    (BDC 5)

    2Printed at Simco Printing Press, Delhi, India