Monday, 12 February 2018

Compressive strength of concrete cube TEST




  Compressive strength of concrete cube TEST  

Provides an idea about all the characteristics of concrete:- 

By this single test one judge that whether Concreting has been done properly or not. Concrete compressive strength for general construction varies from 15 MPa (2200 psi) to 30 MPa (4400 psi) and higher in commercial and industrial structures.

Compressive strength of concrete depends on many factors such as water-cement ratio, cement strength, quality of concrete material, and quality control during production of concrete etc.
Test for compressive strength is carried out either on cube or cylinder. Various standard codes recommend concrete cylinder or concrete cube as the standard specimen for the test. American Society for Testing Materials ASTM C39/C39M provides Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

Procedure: Compressive Strength Test of Concrete Cubes:  


For cube test two types of specimens either cubes of 15cm X 15cm X 15cm or 10cm X 10cm x 10cm depending upon the size of aggregate are used. For most of the works cubical moulds of size 15cm x 15cm x 15cm are commonly used.

This concrete is poured in the moulds and tempered properly so as not to have any voids. After 24 hours these moulds are removed and test specimens are put in water for curing. The top surface of this specimen should be made even and smooth. This is done by putting cement paste and spreading smoothly on whole area of specimen.



These specimens are tested by compression testing machine after 7 days curing or 28 days curing. Load should be applied gradually at the rate of 140 kg/cm2 per minute till the Specimens fails. Load at the failure divided by area of specimen gives the compressive strength of concrete.

Procedure for testing Compressive strength of Concrete Cubes following:- 

Apparatus for Concrete Cube Test
Compression testing machine

Preparation of Concrete Cube Specimen
The proportion and material for making these test specimens are from the same concrete used in the field.

Specimen

6 cubes of 15 cm size Mix. M15 or above

Mixing of Concrete for Cube Test
Mix the concrete either by hand or in a laboratory batch mixer
Hand Mixing

(i)Mix the cement and fine aggregate on a water tight none-absorbent platform until the mixture is thoroughly blended and is of uniform color

(ii)Add the coarse aggregate and mix with cement and fine aggregate until the coarse aggregate is uniformly distributed throughout the batch

(iii)Add water and mix it until the concrete appears to be homogeneous and of the desired consistency

Sampling of Cubes for Test
(i) Clean the mounds and apply oil

(ii) Fill the concrete in the molds in layers approximately 5cm thick

(iii) Compact each layer with not less than 35strokes per layer using a tamping rod (steel bar 16mm diameter and 60cm long, bullet pointed at lower end)

(iv) Level the top surface and smoothed it with a trowel



 Curing of Cubes:  


The test specimens are stored in moist air for 24 hours and after this period the specimens are marked and removed from the molds and kept submerged in clear fresh water until taken out prior to test.

Precautions for Tests: 


The water for curing should be tested every 7 days and the temperature of water must be at 27+-2oC.

Procedure for Cube Test: 

(I) Remove the specimen from water after specified curing time and wipe out excess water from the surface.

(II) Take the dimension of the specimen to the nearest 0.2m

(III) Clean the bearing surface of the testing machine

(IV) Place the specimen in the machine in such a manner that the load shall be applied to the opposite sides of the cube cast.

(V) Align the specimen centrally on the base plate of the machine.

(VI) Rotate the movable portion gently by hand so that it touches the top surface of the specimen.

(VII) Apply the load gradually without shock and continuously at the rate of 140 kg/cm2/minute till the specimen fails

(VIII) Record the maximum load and note any unusual features in the type of failure.

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 Note: 

Minimum three specimens should be tested at each selected age. If strength of any specimen varies by more than 15 per cent of average strength, results of such specimen should be rejected. Average of three specimens gives the crushing strength of concrete.

The strength requirements of concrete: 

Calculations for Concrete Cube Tests for Compressive Strength:
Size of the cube = 15cm x 15cm x 15cm

Area of the specimen (calculated from the mean size of the specimen) =225 cm2

Characteristic compressive strength (f ck) at 7 days =

Expected maximum load = fck x area x f.s

Range to be selected is …………………..

Similar calculation should be done for 28 day compressive strength

Maximum load applied =……….tones = ………….N

Compressive strength = (Load in N/ Area in mm2)=……………N/mm2

=……………………….N/mm2

Reports of Cube Test:  

a) Identification mark

b) Date of test

c) Age of specimen

d) Curing conditions, including date of manufacture of specimen

f) Appearance of fractured faces of concrete and the type of fracture if they are unusual

Results of Concrete Cube Test
Average compressive strength of the concrete cube = ………….N/ mm2 (at 7 days)

Average compressive strength of the concrete cube =………. N/mm2 (at 28 days)

Compressive Strength of Concrete at Various Ages: 


The strength of concrete increases with age. 
Table shows the strength of concrete at different ages in comparison with the strength at 28 days after casting.

Age
Strength per cent
1 day
16%
3 days
40%
7 days
65%
14 days
90%
28 days
99%


Compressive Strength of Different Grades of Concrete at 7 and 28 Days:


Grade of Concrete
Minimum compressive strength N/mm2 at 7 days
Specified characteristic compressive strength (N/mm2) at 28 days
M15
10
15
M20
13.5
20
M25
17
25
M30
20
30
M35
23.5
35
M40
27
40
M45
30
45


 THANKS

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All about Civil engineering site works.

Sunday, 11 February 2018

Storage and operating environment for pentax W1502 N keep Safe


 Storage and operating environment  


To prevent making short-circuit when removing the battery and charger from the case and storing them, apply electrically resistant tape to the poles of the battery. Storing the battery and charger as is may result in fire or burn injury due to short-circuit.

Avoid storing the instrument in places subject to extreme high, low or radically fluctuating temperature. (Ambient temperature range during use: –20° C to +50° C)

Distance measurements may take longer when atmospheric conditions are poor such as when heat shimmer is present. When storing the instrument, always put it in its case and avoid storage in dusty location or location subject to vibration or extreme heat or humidity.

Whenever there is a sharp temperature difference between the instrument’s storage and usage locations allow the instrument to adjust to the ambient for an hour or more before use. Be sure to protect the instrument from the sun if the location is subject to intense direct sunlight.

During surveys for which the survey precision or atmospheric measurement method has been defined measure the atmospheric temperature and pressure separately and enter those values rather than using the Automatic Atmospheric Correction function.

The battery should be charged approximately once per month if the instrument is to be stored for an extended period of time. The instrument should also be removed from its case occasionally and aired out.

In addition to these precautions, be sure to handle the instrument properly at all times following the descriptions given in the various sections of this manual to assure safe and proper measurements.


 Transporting and carrying the instrument 


Be careful to protect this instrument from shock of impact and excessive vibration which may result in damage during transportation and shipment.

When transporting the instrument, always put it in the case and wrap shock-absorbing materials around it and be sure it is handled as “FRAGILE”.


 Checks and repairs 


Always check the instrument before beginning work and check that the instrument is maintaining the proper level of precision. Pentax bears absolutely no responsibility for damages due to survey results obtained from surveys conducted without an initial instrument check.
Never disassemble the instrument, battery or charger even if you do detect an abnormality as there is a risk of fire or electric shock due to short - circuit. If you think the product requires repair, contact the retail outlet where you purchased it or an authorized repair site.


Never disassemble the instrument, battery or charger even if you do detect an abnormality as there is a rink of fine or electric shock due to short-circuit, If you think the product requires repair, contact the retail outlet where you purchased it or an authorized repair site.

Thursday, 8 February 2018

WHY CONCRETE COLUMNS CRACK

 WHY CONCRETE COLUMNS IS  CRACKS 


Investigators of cracking problems in concrete structures have from time to time noticed horizontal and vertical cracks in concrete columns.

How does this happen when cracking indicates tension in the concrete whereas columns usually are in compression.?
Ruling out pure compressive overload, there are three possible explanations. 
First, the column may in fact be in tension due to an isolated settlement of the foundation. In this case, the column could be "hanging" from the floor system above, resulting in tensile cracking.

 Next, if the column is the end or exterior one in a structural bent or frame, it may have high enough bending to cause tensile forces in the outside face. This condition would produce horizontal cracks which would disappear on the inside face. The third and most likely explanation has to do with creep and shrinkage.
What really happens in a reinforced concrete column is that creep causes the concrete to unload its compressive stress and transfer it to the reinforcing steel. In other words, a redistribution of stress takes place which is directly proportional to the amount of reinforcing steel in the column the higher the percentage of steel, the more load the steel carries so that with about 8 percent reinforcement, the steel carries almost 100 percent of the load. With about 4 percent steel, the load distribution is approximately 90 percent on the bars and only 10 percent in the concrete. 
This explains why cracking can occur in the concrete "shell." Due to the unloading, there is little compressive stress left in the concrete to compensate for or overcome shrinkage stress or other factors such as temperature which can subject the columns to tension.


Usage precautions for pentax w1502n



 USAGE PRECAUTIONS 


Surveying instruments are high-precision instruments. In order to assure that the Electronic Total Station W-1500N series product which you have purchased will provide long-lasting maximum performance, the precautions in this manual must be followed. Be sure to follow these instructions and use this product properly at all times.

Solar observation


 WARNING 


Never view the sun directly using the telescope as this may result in loss of sight. Never point the objective lens directly at the sun as this may damage internal components. When using the instrument for solar observation, be sure to attach the special solar filter designed for this product to the objective lens.

[Laser beam]
Do not stare into laser beam. W-1500N series is a Class IIIa (3R) laser product.

 E D M axis 

The W-1500N series EDM is the red visible laser beam and the beam diameter is very small. The beam is emitted from the objective center and the base plate center hole. The EDM axis is designed to coincide with the telescope sight axis but both axes may not sometimes coincide slightly according to the intense temperature change and time lapse.

 Target constant 

Confirm the Target Constant of the instrument before measurement.
If a different constant is to be used, use the correct constant of the target. The constant is stored in the instrument's memory when turned off.

  
Reflector less and reflector sheet


Reflectorless:                                                        
The measurement range and accuracy of Reflectorless are based on the condition that laser beam is emitted perpendicular to the white side of the Kodak Gray Card.
The measurement range may be influenced by the shape of the target and its environment. There is a possibility that the range may vary when the target does not satisfy the conditions above at survey work.

Pay attention to following in case of distance measurement by Reflectorless.
In a situation resulting in low accuracy, perform the distance measurement by Reflector sheet or Prism.

There is a possibility that correct distance measurement may be impossible by dispersion or reduction of laser beam when the laser beam comes into the target from diagonal angle.

There is a possibility that the instrument cannot calculate correctly when receiving reflected
 laser beam from forth and back directions in case of measuring the target on the road.

There is a possibility that synthesized values are calculated and the distance may become longer or shorter than the actual one when the operator measure the target of slope or sphere or rugged shape.

There is a possibility that the instrument cannot calculate correctly by collecting the reflected laser beam from a man or a car that comes and goes in front of the target.

When using Reflector sheet, set the Reflector sheet to have its surface be approx. vertical to the aiming line. If it is positioned not to be approx. right angle, there is a possibility that correct distance measurement may be impossible by dispersion or reduction of laser beam.
In the following environments, the distance might not be able to be measured.
   There is a reflection things (mirror, stainless board and white wall etc.) in the direction of the target     and under too strong sun light.


 Battery & charger 

Never use any battery charger other than the BC05 battery charger as this may result in damage to the instrument.

If water should happen to splash on the instrument or the battery, wipe it off immediately and allow it to dry in a dry location. Do not put the instrument in the case until it is completely dry as this may result in damage to the instrument.

Turn off the power when removing the battery from the instrument as removing the battery while the power is still on may result in damage to the instrument.

The battery mark displayed on the instrument is only an estimate of remaining battery power and is not completely accurate. Replace the battery quickly when it is about to run down as the time a battery lasts on one charge differs depending on conditions of ambient temperature, and the measurement mode of the instrument.

Confirm the battery level remaining before operating.

When the remaining battery power becomes low, a message to alert battery run-out starts coming up. When the message appears, replace the battery to a fully charged one immediately. Running out of battery in middle of use may result in loss of data.  

L.D POINT, laser pointer     

When you make a correct direction using the “LD POINT”, aim the laser beam at the wall and mark the center and then confirm the discrepancy between the reticle center and the marked point beforehand.


Interface

Do not insert or remove USB Connector outdoors.
Be careful not to let dust, mud, sand, water, harmful gas or salty steam enter the card slot or USB connector port.
Be sure to turn the instrument’s power off before inserting or removing the USB Connector.

Touch panel

Use the Stylus pen when you touch the panel for operation of software.

Do not touch the panel with any things such as fingertips or pen point as this may scratch and damage the screen.