Sunday, November 25, 2012

CEMENT : FINENESS BY DRY SIEVING REFERENCE : IS 4031 – (PART – 1) 1996



OBJECT                   TO          CHECK     PROPER     GRINDING     OF     CEMENT     BY MEASURING FINENESS BY DRY SIEVING

IMPORTANCE        During manufacturing, cement must be ground to be uniformly fine
OF TEST                  otherwise concrete needs large amount of water for mixing which results in  bleeding as well as poor workmanship.

APPARATUS               Test sieve of non-corrodible metal having 150 mm to 200 mm diam, and 40 mm to 100 mm depth fitted  with 90  Âµm mesh sieve cloth of  woven stainless steel or other abrasion resistant non- corrodible wires.

     Suitable tray with lid to fit sieve size.

     Stoppered jar with blunt ended stirrer rod

     Weighing balance to weigh upto 10 gms to nearest 10 mg.

     Nylon or pure bristle brush (25 mm / 40 mm  bristles) for cleaning sieves.



PROCEDURE          Determination of cement residue :

     Agitate  the  cement  sample  by  shaking  for  2  minutes  in  a stoppered jar to disperse the agglomerates. Wait for few minutes.
     Stir the resulting powder gently with dry rod to distribute the fines throughout the sample.
     Weigh  approx.  10  gm  of  cement  and  put  in  sieve  fitted  with bottom tray and top lid.
     Agitate and shake the sieve thoroughly
     Weigh the residue retained on sieve.
     Clean base of sieve gently by brush to remove fine material.
     Find out % (R1) of residue in comparison with total weight of sample.
     Repeat the procedure at least twice till results do not differ by more than 1%.



CALCULATION         Find out mean of observations and express this percentage as R

CEMENT : DETERMINATION OF SETTING TIME REFERENCE : IS 4031 – (PART – 5) 1996



OBJECT                  TO DETERMINE INITIAL AND FINAL SETTING TIME OF CEMENT

IMPORTANCE       The object is to distinguish between,quick setting and normal setting
OF TEST                 time and to detect the deterioration due to storage.

APPARATUS              Vicat Apparatus
     Balance (capacity 1000 gms, accuracy 0.1 gm)
     Annular attachment of Vicat Apparatus

TEMPERATURE         Dry Materials, Water and Moulding Room  27 + 2O  C
& HUMIDITY                Relative Humidity in Laboratory                 :  65 + 5 %

PROCEDURE         On a non-porous platform

     Mix neat cement with  enough water  to give a paste of Standard
Consistency.

     Start stop watch immediately on adding water to cement. Note
Stop watch reading (To)

     Rest Vicat mould on non-porous plate and fill it completely with cement paste.  Level of top surface and expel air by shaking.

     Place test block with mould under the rod bearing needle of Vicat apparatus  and  bring  rod  level                                           with  top  of  test  specimen. Release needle slowly and let it penetrate in the test block.

     Repeat the procedure until needle stops of distance  of  (5 + 0.5) m from base of test block. Read the stop watch and note the time (T1).

     Replace  needle  by  annular  attachment.  Repeat  procedure  of releasing the needle till needle makes an impression on top of test block while attachment fails to do so.  Read the stop watch and note time (T2).



CALCULATION      Initial Setting Time (IST)   = (T1 T0)
Final  Setting Time (FST) = (T2 T 0) REPORTING          Report IST & FST to nearest 5 minutes