CURING OF
CONCRETE
 MADE    BY : RUSHABH H SHAH
 ROLL NO: 852
 DISP : SYCS
 TOPIC : CURING OF CONCRETE
CURING OF CONCRETE
 Curing   may be defined as the operation
  of maintaining humidity and temperature
  of freshly placed concrete during some
  definite period following placing ,casting
  or finishing to assure satisfactory hydration
  of cement and proper hardening of the
  concrete
 If the curing is neglacted in early period of
  hydration, the quality of concrete will
  experience some irreparable loss
METHODS OF
CURING
WATER CURING
APPPLICATION OF
 HEAT
MEMBRANE CURING
MISCELLANEOUS
WATER CURING
 This is the best method of curing as it
  satisfies all the requirement of curing,
  namely, promotion of hydration,
  elimination of shrinkage and absorption of
  heat of hydration. It is pointed out that
  even if the membrane method is
  adopted it is desirable that a certain
  extent of water curing is done before the
  concrete is covered with membrane
TYPES OF WATER CUING
 IMMERSION
 PONDING
 SPRAYINGOR FOGGING
 WET COVERING
MEMBRANE CURING
   Sometimes concrete work is carried out
    at a place where there is shortage of
    water. Therefore lavish application of
    water in curing is not possible it has been
    pointed out that curing does not means
    application of water ,it also means to
    create uninterrupted and progressive
    hydration
MEMBRANE CURING
APPLICATION OF HEAT
CURING
   The development of strength of concrete is a
    function of not only time but also
    temperature.
   When concrete is subjected to higher
    temperature it accelerates the hydration
    process resulting in faster development of
    strength . concrete cannot be subjected to
    dry heat to accelerate the hydration process
    as presence of moisture is also essential in
    concrete .
TYPES OF HEATING CURING
 STEAM CURING AT ORDINARY PRESSURE
 STEAM CURING AT HIGH PRESSURE
 CURING BY INFRA-RED RADIATION
 ELECTRICAL CURING
STEAM CURING AT ORDINARY
PRESSURE



 This  method is often adopted by prefabricated
  concrete elements. Application of steam curing to
  in situ construction will be a difficult task. However
  at some places it has been useful with thehelp of
  thick polyethylene sheets. But the rate of
  development of strength is not beneficial
HIGH PRESSURE STEAM CURING
     In the steam curing at atmospheric
    pressure the temperature of steam is
    naturally below 100 C. the steam will get
    converted in to water,thus it can be
    called in any way , as hot water curing .
    this is done in open atmosphere
DURATION OF CURING
        The concrete should not be allowed to dry
    fast in any conditions. This conditions should be
    maintained for 24 hours. The best practice is to
    keep the concrete in gunny bags for 24 hours
    and then commence water curing by ponding
    or sprinkling method. The concrete cured for
    the long time will show superior strength and
    show other good properties. However ,curing
    for long time will be a costlier process. The
    curing period varies for different structures
    ,situation and different atmospheric
    temperature. So for general it is cured for 7 days
CONCLUSION
   It is false economy to neglect the correct curing
    program for all concrete items produced either on site or
    in factory processes.
          2- Most pre-cast concrete producers employ some
    sort of curing system that is appropriate to their
    production regime.
          3- Most reinforced concrete constructors pay scant
    regard to this critical step in realising the full potential of
    a ‘designed’ concrete and therefore compromise the
    design of the structure under construction.
   It is a fairly simple exercise to determine the correct
    selection of curing system needed for a particular
    application. However, it is a far easier selection to
    choose to cure a concrete structure or not.
    CURED CONCRETE                         QUALITY CONCRETE
Detailed ppt on Curing of concrete

Detailed ppt on Curing of concrete

  • 1.
  • 2.
     MADE BY : RUSHABH H SHAH  ROLL NO: 852  DISP : SYCS  TOPIC : CURING OF CONCRETE
  • 3.
    CURING OF CONCRETE Curing may be defined as the operation of maintaining humidity and temperature of freshly placed concrete during some definite period following placing ,casting or finishing to assure satisfactory hydration of cement and proper hardening of the concrete  If the curing is neglacted in early period of hydration, the quality of concrete will experience some irreparable loss
  • 4.
    METHODS OF CURING WATER CURING APPPLICATIONOF HEAT MEMBRANE CURING MISCELLANEOUS
  • 5.
    WATER CURING  Thisis the best method of curing as it satisfies all the requirement of curing, namely, promotion of hydration, elimination of shrinkage and absorption of heat of hydration. It is pointed out that even if the membrane method is adopted it is desirable that a certain extent of water curing is done before the concrete is covered with membrane
  • 6.
    TYPES OF WATERCUING  IMMERSION  PONDING  SPRAYINGOR FOGGING  WET COVERING
  • 7.
    MEMBRANE CURING  Sometimes concrete work is carried out at a place where there is shortage of water. Therefore lavish application of water in curing is not possible it has been pointed out that curing does not means application of water ,it also means to create uninterrupted and progressive hydration
  • 8.
  • 9.
    APPLICATION OF HEAT CURING  The development of strength of concrete is a function of not only time but also temperature.  When concrete is subjected to higher temperature it accelerates the hydration process resulting in faster development of strength . concrete cannot be subjected to dry heat to accelerate the hydration process as presence of moisture is also essential in concrete .
  • 10.
    TYPES OF HEATINGCURING  STEAM CURING AT ORDINARY PRESSURE  STEAM CURING AT HIGH PRESSURE  CURING BY INFRA-RED RADIATION  ELECTRICAL CURING
  • 11.
    STEAM CURING ATORDINARY PRESSURE  This method is often adopted by prefabricated concrete elements. Application of steam curing to in situ construction will be a difficult task. However at some places it has been useful with thehelp of thick polyethylene sheets. But the rate of development of strength is not beneficial
  • 12.
    HIGH PRESSURE STEAMCURING  In the steam curing at atmospheric pressure the temperature of steam is naturally below 100 C. the steam will get converted in to water,thus it can be called in any way , as hot water curing . this is done in open atmosphere
  • 13.
    DURATION OF CURING  The concrete should not be allowed to dry fast in any conditions. This conditions should be maintained for 24 hours. The best practice is to keep the concrete in gunny bags for 24 hours and then commence water curing by ponding or sprinkling method. The concrete cured for the long time will show superior strength and show other good properties. However ,curing for long time will be a costlier process. The curing period varies for different structures ,situation and different atmospheric temperature. So for general it is cured for 7 days
  • 14.
    CONCLUSION  It is false economy to neglect the correct curing program for all concrete items produced either on site or in factory processes.  2- Most pre-cast concrete producers employ some sort of curing system that is appropriate to their production regime.  3- Most reinforced concrete constructors pay scant regard to this critical step in realising the full potential of a ‘designed’ concrete and therefore compromise the design of the structure under construction.  It is a fairly simple exercise to determine the correct selection of curing system needed for a particular application. However, it is a far easier selection to choose to cure a concrete structure or not.  CURED CONCRETE QUALITY CONCRETE