What is the purpose of keeping tremie pipe’s tip immersed in freshly-placed concrete for about 1m in underwater concreting?

  What is the purpose of keeping tremie pipe’s tip immersed in freshly-placed concrete for about 1m in underwater concreting? The size of tremie pipe is about 300mm with sections having flange couplings fitted with gasket to prevent water leakage. The tremie pipe should be closed initially to prevent water from entering the pipe. It should be designed with sufficient thickness and weight so that it would not be buoyant when empty inside water. The placement of tremie concrete is commenced by putting the closed pipe underwater to the location for concreting, followed by partial filling of tremie pipe with concrete. In order to have tremie concrete flowed out of the pipe, it is necessary to fill the pipe with concrete of sufficient height to overcome the water pressure and frictional head. After that the tremie pipe is raised about 150mm to allow concrete to flow out. To enhance sufficient bonding, each succeeding layer of concrete should be placed before the preceding layer has reached

WHY CONCRETE CUBE TEST IS CONDUCTED???WHAT IS THE PROCEDURE???



CONCRETE CUBE TEST DEFINITION:

For Determining The Compressive Strength Of Concrete The Concrete Cube Test Is Conducted
This Test Give Us An Idea About All The Characteristic Of Concrete.

FACTOR ON WHICH COMPRESSIVE STRENGTH OF CONCRETE DEPENDS:

1)   Water Cement Ratio

2)   Cement Strength

3)   Quality Of Concrete

4)   Quality Control During Production Of Concrete etc.


APPARATUS FOR CUBE TEST:

1)   Cube Mould   ( 150MM X 150MM X 150MM)

2)   Temping Rod 16MM Dia, 600MM Long With Bullet Head At Compaction End.

3)   Scoop, Levelling Float, Big G.I Pan (Ghamela), Wheel Berrow, Coten Wast,

      Mould Realising Oil, Steel Platform, Hassan Cloth, Measuring Tape.

PROCEDURE:

A)     Preparation of Cube Moulds  :

1)     All internal faces especially at edges and joints should be cleaned and free from hardened concrete, mortar, dirt etc.

2)    Oiling to be done for both inner and outer side of cube moulds before casting of cubes.

3)    Measure and verify correct dimensions such as size and diagonal of cube moulds.

4)    Place the moulds on hard and levelled surface.

B)        Sampling Of Concrete  :

1)     The concrete should be unloaded half in the trolley below the mixer to take one pan of concrete and then unload fully to take one more pan. Homogeneously mix the concrete in trolley before taking sample in the pan.

2)    Sufficient quantity of concrete should be taken for cube casting i.e. one big ghamela (Pan) per three cubes to be cast.

C)       Casting of Cubes :

1)      Mix sample homogeneously.

2)     Cubes shall be filled in three layers of approximately 50mm. Each layer shall be compacted with 35 blows of standard tamping rod.

3)     To avoid entrapment of air in the corners and sides it is recommended to tamp the sides of moulds using wooden mallet equally from all the sides or tamping can be done on the base plate using a tamping rod.

4)    Finally trowel the surface level on top of the mould.

5)    After finally finishing the following details to be marked on top of cube in the order as shown in the sketch :

 i    Grade of Concrete according to code given for each grade. (M10-A, M15-B, M20-C,      
       M25-D, M30-E, M35-F, M40-G, M45-H, M50-I,)

 ii    Cube Number

iii    Name of Site

iv     Structure

v      Brand of Cement

vi     Wing of building if any.

vii    Date

i
ii
iii
iv
v
vi
vii
vii
vii

6)     After finishing, the concrete cube moulds shall be immediately covered with damp hessian
 
      cloth till cubes are placed in the curing tank.

7)     Cast minimum 13 cubes for each pour and each grade of concrete. Additional cubes may be cast 

       as per specific requirements.


D)   Compression Testing of Concrete     :

1)    Minimum. Number of cubes to be tested shall be as per the below-given table:

Sr. No
Structure
3 Days
5 Days
7 Days
15 Days
28 Days
ACT
Extra
1
Footing , Column,  Retaining Wall, Pardi etc.
3
-
3

4
1
2
2
Plinth Beam
-
-
3
3
4
1
2
3
Slab, Staircase etc.
3

3
3
4
1
2

2)     Cubes should be placed in CTM in such a way that smooth faces of the cubes rest on steel surface and it shall be concentric with the plate axis ( not eccentric).

3)    Start loading the cube and continue till no increase in load is observed.

4)    Compression strength of the specimen is calculated by dividing the failure load by the area of cross-section under the load.

5)    Record the test results indicating the following details.
·         Building
·         Location
·         Structure
·         Grade of concrete
·         Casting date
·         Testing date
·         W/B ratio
·         Brand and grade of cement with lot number
·         Cement content
·         Plasticizer ( make and quantity )
·         Any mineral admixture and quantity per bag.
·         Slump
·         Load
·         Strength in  kg/cm2

E)     Sample Calculations:

        Cross Sectional Area of Cube = 15cm x 15cm = 225 cm2.

        Failure Load as indicated in Cube Testing Machine = 1200KN.

        Compressive/ Crushing Strength = (1200 x 1000)/ 225 x 10 = 533.33 Kg/cm2.

F)    Observation/ Conclusion :

      Compressive / Crushing Strength from above sample calculation = 533.33 Kg/cm2.













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