AAR553
 STRUCTURAL THEORIES AND
      APPLICATIONS

CONCRETE (MATERIALS)

           GROUP MEMBERS
  AHMAD ZULFIKRI BIN RAMLE 2010909975
  MUHAMMAD ALIFF BIN AZIZE 2010533727
 MUHAMMAD SYAFIQ BIN SALEH 2010558347
MUHAMMAD SYAHMI BIN MD DAUD 2010379585
   MUHAMMAD IRFAN BIN AHMAD SAHAR
CONCRETE is made by mixing


                                                            WATER
 COARSE AND
    FINE
 AGGREGATES                   CEMENT




            The aim is to mix these materials in measured
              amounts to make concrete that is easy to:

    1.
TRANSPORT                                                    4. FINISH
                                         3. COMPACT
                     2. PLACE
WATER


             CEMENT




AGGREGATES
65-80%
CEMENT
-The cement powder, when mixed with water, forms a paste.
-This paste acts like glue and holds or bonds the aggregates
   together.
AGGREGATES
•    Aggregates are of two basic types:
1. COARSE: crushed rock, gravel or screenings.
2. FINE : fine and coarse sands and crusher fines.
   Sand should be concreting sand and not brickies sand or plasterers sand.




   Aggregates should be:
1.STRONG and HARD
   - A stronger, harder aggregate will give a stronger final
    concrete. Never use a crumble or flakey rock like sandstone.
2. DURABLE to stand up to wear and tear and weathering.
3. CHEMICALLY INACTIVE so the aggregates
   don’t react with the cement.
WATER
• Water is mixed with the cement powder to form a paste which holds the
  aggregates together like glue.
• Water must be clean, fresh and free from any dirt, unwanted chemicals or
  rubbish that may affect concrete.
• Many concrete plants now use recycled water.
• Always check bore water before use.
• Don’t use sea water as it may rust the steel
   reinforcement in the concrete.
ADMIXTURES
•   Admixtures are mixed into the concrete to change or alter its properties. Example, the time concrete takes
    to set and harden, or its workability.
•   HOW THE PROCESS WORKS Measured amounts of the coarse and fine aggregates are mixed together.




    A measured amount of cement is added and mixed in.
•   Enough water is added to make the mix workable. All the materials are then mixed
    together well. The cement powder and water form a paste which bonds the aggregates
    together like glue.
CONCRETE PROPERTIES
 • The four main properties of concrete are:
                     COHESIVENESS                                  DURABILITY
WORKABILITY                                      STRENGTH

 • Concrete has three different states:


          PLASTIC                 SETTING              HARDENING



 In each state it has different properties   .
CONCRETE STATES
1.     Plastic State
       When the concrete is first mixed it is like
       'bread dough'.
     -It is soft and can be worked or moulded into
     different shapes. In this state concrete is
     called PLASTIC. Concrete is plastic during
     placing and compaction.
     -The most important properties of plastic
     concrete are workability and cohesiveness

2. Setting State.
   -Concrete then begins to stiffen. The stiffening
     of concrete, when it is no longer soft, is called
     SETTING.
  - Setting takes place after compaction and
     during finishing.
  -Concrete that is sloppy or wet may be easy to
     place but will be more difficult to finish.
• Hardening State After concrete has set it begins to
  gain strength and harden. The properties of hardened
  concrete are strength and durability.
• Hardened concrete will have no footprints on it if walked on
CONCRETE TESTING
• There are two main tests to be done on concrete:
1. SLUMP test.
  SLUMP test shows the WORKABILITY of concrete.
• Workability measures how easy the concrete is to place, handle
    and compact.
2. The COMPRESSION test.
   The COMPRESSION test shows the best possible strength
   concrete can reach in perfect conditions.
   The compression test measures concrete strength in the
   hardened state.
   Testing should always be done carefully. Wrong test results can be
    costly.
• SAMPLING
•     The first step is to take a test sample from the large batch of concrete. This
• should be done as soon as discharge of the concrete commences. The sample should be
• representative of the concrete supplied.
• The sample is taken in one of two ways:
-For purposes of accepting or rejecting the load: Sampling after 0.2 m
  been poured.
-For routine quality checks: Sampling from three places in the load.
SLUMP TEST
• The slump test is done to make
   sure a concrete mix is workable.
• The measured slump must be
   within a set range, or
   tolerance, from the target slump.
Tools
• Standard slump cone (100 mm top
   diameter x 200 mm bottom
   diameter x 300 mm high)
• Small scoop
• Bullet-nosed rod
• (600 mm long x 16 mm diameter)
• Rule
• Slump plate (500 mm x 500 mm)
METHOD
1.Clean the cone. Dampen with water and place
    on the slump plate. The slump plate should
    be clean, firm, level and non-absorbent.

2.Collect a sample.

3. Stand firmly on the footpieces and fill 1/3
   the volume of the cone with the sample.
   Compact the concrete by 'rodding' 25 times.
   Rodding Rodding means to push a steel rod
   in and out of the concrete to compact it into
   the cylinder, or slump cone. Always rod in a
   definite pattern, working from outside into
   the middle.

4. Now fill to 2/3and again rod 25 times, just into
    the top of the first layer.
5. Fill to overflowing, rodding again this time just into
 the top of the second layer. Top up the cone till it
 overflows.

6. Level off the surface with the steel rod using a
 rolling action. Clean any concrete from around
  the base and top of the cone, push down on the
   handles and step off the footpieces.

 7. Carefully lift the cone straight up making sure
 not to move the sample.

 8.Turn the cone upside down and place the rod
 across the up-turned cone.
9. Take several measurements and report the average
   distance to the top of the sample.




10. If the sample fails by being outside the
    tolerance (ie the slump is too high or too low),
    another must be taken. If this also fails the
    remainder of the batch should be rejected.
THE COMPRESSION TEST
•    The compression test shows the compressive
     strength of
     hardened concrete. The testing is done in a
     laboratory off-site. The only work done on-site is
     to make a concrete cylinder for the compression
     test.
    Tools
•    Cylinders (100 mm diameter x 200 mm high or 150
     mm diameter x 300 mm high)
•    (The small cylinders are normally used for most
     testing due to their lighter weight)
•    Small scoop
•    Bullet-nosed rod (600 mm x 16 mm)
•    Steel float
•    Steel plate
METHOD
1. Clean the cylinder mould and coat the inside
    lightly with form oil,
   then place on a clean, level and firm surface, ie
    the steel plate.
2. Collect a sample.
3. Fill ½ the volume of the mould with concrete
    then compact by rodding 25 times. Cylinders
    may also be compacted by vibrating using a
    vibrating table.
4. Fill the cone to overflowing and rod 25 times
   into the top of the first layer, then top up the
   mould till overflowing.



 5. Level off the top with the steel float and
   clean any concrete from around the mould.

6. Cap, clearly tag the cylinder and put it in a cool
   dry place to set for at least 24 hours.

 7. After the mould is removed the cylinder is
   sent to the laboratory where it is cured and
   crushed to test compressive strength.

Concrete material

  • 1.
    AAR553 STRUCTURAL THEORIESAND APPLICATIONS CONCRETE (MATERIALS) GROUP MEMBERS AHMAD ZULFIKRI BIN RAMLE 2010909975 MUHAMMAD ALIFF BIN AZIZE 2010533727 MUHAMMAD SYAFIQ BIN SALEH 2010558347 MUHAMMAD SYAHMI BIN MD DAUD 2010379585 MUHAMMAD IRFAN BIN AHMAD SAHAR
  • 2.
    CONCRETE is madeby mixing WATER COARSE AND FINE AGGREGATES CEMENT The aim is to mix these materials in measured amounts to make concrete that is easy to: 1. TRANSPORT 4. FINISH 3. COMPACT 2. PLACE
  • 3.
    WATER CEMENT AGGREGATES 65-80%
  • 4.
    CEMENT -The cement powder,when mixed with water, forms a paste. -This paste acts like glue and holds or bonds the aggregates together.
  • 5.
    AGGREGATES • Aggregates are of two basic types: 1. COARSE: crushed rock, gravel or screenings. 2. FINE : fine and coarse sands and crusher fines. Sand should be concreting sand and not brickies sand or plasterers sand. Aggregates should be: 1.STRONG and HARD - A stronger, harder aggregate will give a stronger final concrete. Never use a crumble or flakey rock like sandstone. 2. DURABLE to stand up to wear and tear and weathering. 3. CHEMICALLY INACTIVE so the aggregates don’t react with the cement.
  • 6.
    WATER • Water ismixed with the cement powder to form a paste which holds the aggregates together like glue. • Water must be clean, fresh and free from any dirt, unwanted chemicals or rubbish that may affect concrete. • Many concrete plants now use recycled water. • Always check bore water before use. • Don’t use sea water as it may rust the steel reinforcement in the concrete.
  • 7.
    ADMIXTURES • Admixtures are mixed into the concrete to change or alter its properties. Example, the time concrete takes to set and harden, or its workability. • HOW THE PROCESS WORKS Measured amounts of the coarse and fine aggregates are mixed together. A measured amount of cement is added and mixed in. • Enough water is added to make the mix workable. All the materials are then mixed together well. The cement powder and water form a paste which bonds the aggregates together like glue.
  • 8.
    CONCRETE PROPERTIES •The four main properties of concrete are: COHESIVENESS DURABILITY WORKABILITY STRENGTH • Concrete has three different states: PLASTIC SETTING HARDENING In each state it has different properties .
  • 9.
    CONCRETE STATES 1. Plastic State When the concrete is first mixed it is like 'bread dough'. -It is soft and can be worked or moulded into different shapes. In this state concrete is called PLASTIC. Concrete is plastic during placing and compaction. -The most important properties of plastic concrete are workability and cohesiveness 2. Setting State. -Concrete then begins to stiffen. The stiffening of concrete, when it is no longer soft, is called SETTING. - Setting takes place after compaction and during finishing. -Concrete that is sloppy or wet may be easy to place but will be more difficult to finish.
  • 10.
    • Hardening StateAfter concrete has set it begins to gain strength and harden. The properties of hardened concrete are strength and durability. • Hardened concrete will have no footprints on it if walked on
  • 11.
    CONCRETE TESTING • Thereare two main tests to be done on concrete: 1. SLUMP test. SLUMP test shows the WORKABILITY of concrete. • Workability measures how easy the concrete is to place, handle and compact. 2. The COMPRESSION test. The COMPRESSION test shows the best possible strength concrete can reach in perfect conditions. The compression test measures concrete strength in the hardened state. Testing should always be done carefully. Wrong test results can be costly.
  • 13.
    • SAMPLING • The first step is to take a test sample from the large batch of concrete. This • should be done as soon as discharge of the concrete commences. The sample should be • representative of the concrete supplied. • The sample is taken in one of two ways: -For purposes of accepting or rejecting the load: Sampling after 0.2 m been poured. -For routine quality checks: Sampling from three places in the load.
  • 14.
    SLUMP TEST • Theslump test is done to make sure a concrete mix is workable. • The measured slump must be within a set range, or tolerance, from the target slump. Tools • Standard slump cone (100 mm top diameter x 200 mm bottom diameter x 300 mm high) • Small scoop • Bullet-nosed rod • (600 mm long x 16 mm diameter) • Rule • Slump plate (500 mm x 500 mm)
  • 15.
    METHOD 1.Clean the cone.Dampen with water and place on the slump plate. The slump plate should be clean, firm, level and non-absorbent. 2.Collect a sample. 3. Stand firmly on the footpieces and fill 1/3 the volume of the cone with the sample. Compact the concrete by 'rodding' 25 times. Rodding Rodding means to push a steel rod in and out of the concrete to compact it into the cylinder, or slump cone. Always rod in a definite pattern, working from outside into the middle. 4. Now fill to 2/3and again rod 25 times, just into the top of the first layer.
  • 16.
    5. Fill tooverflowing, rodding again this time just into the top of the second layer. Top up the cone till it overflows. 6. Level off the surface with the steel rod using a rolling action. Clean any concrete from around the base and top of the cone, push down on the handles and step off the footpieces. 7. Carefully lift the cone straight up making sure not to move the sample. 8.Turn the cone upside down and place the rod across the up-turned cone.
  • 17.
    9. Take severalmeasurements and report the average distance to the top of the sample. 10. If the sample fails by being outside the tolerance (ie the slump is too high or too low), another must be taken. If this also fails the remainder of the batch should be rejected.
  • 18.
    THE COMPRESSION TEST • The compression test shows the compressive strength of hardened concrete. The testing is done in a laboratory off-site. The only work done on-site is to make a concrete cylinder for the compression test. Tools • Cylinders (100 mm diameter x 200 mm high or 150 mm diameter x 300 mm high) • (The small cylinders are normally used for most testing due to their lighter weight) • Small scoop • Bullet-nosed rod (600 mm x 16 mm) • Steel float • Steel plate
  • 19.
    METHOD 1. Clean thecylinder mould and coat the inside lightly with form oil, then place on a clean, level and firm surface, ie the steel plate. 2. Collect a sample. 3. Fill ½ the volume of the mould with concrete then compact by rodding 25 times. Cylinders may also be compacted by vibrating using a vibrating table.
  • 20.
    4. Fill thecone to overflowing and rod 25 times into the top of the first layer, then top up the mould till overflowing. 5. Level off the top with the steel float and clean any concrete from around the mould. 6. Cap, clearly tag the cylinder and put it in a cool dry place to set for at least 24 hours. 7. After the mould is removed the cylinder is sent to the laboratory where it is cured and crushed to test compressive strength.