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Friday, 25 October 2024

Cement Ingredients of cement

       Cement 

Cement is manufactured through a closely controlled chemical combination of calcium, silicon, aluminum, iron and other ingredients. Common materials used to manufacture cement include limestone, shells, and chalk or marl combined with shale, clay, slate, blast furnace slag, silica sand, and iron ore.{ The most important raw materials for making cement are limestone, clay, and marl. These are extracted from quarries by blasting or by ripping using heavy machinery.}

                      Ingredients of cement
The main ingredients used in the manufacturing of cement are lime, silica, alumina and other oxides. A brief discussion about the contribution of different ingredients in cement is below:

Lime

About 60 - 65 % of cement constitutes of lime which contributes to the strength. Proper care should be taken in proportion to make the cement sound and strong, as an excess of lime makes the cement unsound and causes the cement to expand and disintegrate. In case, if lime is deficient, the strength of the cement is reduced and sets quickly.

Silica

Silica consists of about 17 - 25 % in cement, which also contributes to the strength of cement due to the formation of dicalcium and tricalcium silicates. Excess presence of silica increases the cement strength but prolongs the setting time of cement.


Alumina

The percentage of alumina is 3.5 - 9.0 in cement, which imparts quick-setting quality to the cement. Surplus amount of alumina presence in cement leads to the reduction of strength.

Iron Oxide

Iron oxide is present about 0.5 - 6.0 % in cement, which provides colour, hardness and strength to the cement.

Magnesium Oxide

The correct quantity of magnesium oxide imparts hardness and colour to the cement, and the required amount is about 0.5 - 4.0 %. Presence of excess quantity seriously affects the soundness of cement.

Sulphur Trioxide

It is present in small quantities of about 1 - 2.0 % to make the cement sound. Excess of sulphur trioxide causes the cement to become unsound.

Alkalis

Alkalis like soda or potash should be present only in small quantities up to 0.4 - 1.3 %. Excess quantity of these materials cause efflorescence and straining while using in concrete or mortar.



Top 10 Requirements for Quality Cement:

  1.   It should possess a uniform colour.

  2.   It should be free from lumps.

  3.   It should be smooth as it should get sink completely if thrown in the water.

  4.   The ratio of percentage of alumina to that of iron oxide should not be less than 0.66 in cement.

  5.   The total sulphur content in cement should not be greater than 2.75%, and Magnesia content should not exceed    5% by weight.

  6.   Insoluble residue in cement should not exceed 1.5% by weight.

  7.   When heated, cement should not lose its weight more than 4%.

  8.   The specific surface of cement as from the fineness test should not be less than 2,250 mm² / gm.

  9.   The initial setting time of cement should be about 30 minutes and the final setting time should be about 10 hours.

  10.   Cement should not expand more than 10 mm in a soundness test.


Different Types Of Cement

  • Ordinary Portland Cement (OPC) 

  • Portland Pozzolana Cement (PPC) 

  • Rapid Hardening Cement.

  • Extra Rapid Hardening Cement

  • Low Heat Cement.

  • Sulfates Resisting Cement. 

  • Quick Setting Cement

  • Blast Furnace Slag Cement

                                 Portland cement 

Is used in concrete for bridges, walls, culverts, floors, pavements, sidewalks, pipe, railway structures, reinforced concrete buildings, tanks and reservoirs, as well as for masonry units and other precast products. Raw Materials of cement

Raw-Materials-Used-For-Manufacturing-of-Cement

Some harmful constituents of cement:

The presences of the following two oxides adversely affect the quality of cement.

  1. Alkali oxides K2O and NaO2.

  2. Magnesium oxide MgO.

If the amount of alkali oxides exceeds 1 percent, it leads to the failure of concrete made from that cement. Similarly, if the content of magnesium oxide exceeds 5 percent, it causes cracks after mortar or concrete hardens.

It is due to the fact that magnesium oxide, burned at a temperature of about 1500 °C, Slakes very slowly, when mixed with water.

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Abrasion Test

                                            Abrasion Test)

(Introduction):- The movement of traffic on the road causes excessive wear on the contact surface. When a vehicle moves on the road, the particles of soil present between the vehicle and the road produce particles. Powered vehicles with plows and wooden wheels also use the road. Therefore, for the construction of a good and durable road, it is necessary that the up resistance of its upper surface is high. For this, the stone soil used in road construction should be of high resistance so that it can tolerate the formation.

The hardness of the soil used in road construction i.e. abrasion resistance is determined by laboratory tests. There are the following three methods of gauge test in the laboratory- 

(1) Los Angeles abrasion test

(2) Table gauge test (Devel Abrasion test)

(3) Dorry Abrasion test


The Los Angel test is more popular for road works. 

2. Objective


Los angels abrasion test machine to determine the value of ballast and use it for road works.

3. Apparatus: As per IS 2386 (Part IV) - 1963 the description of the equipment is as follows


Type is-

  1. Los Angeles machine - It consists of a steel bolim with both ends closed, inner diameter 700 mm and length 500 mm. This I'm able to be rotated on a horizontal axis. To put ballast sample


gates


Rack


Saile

500mm-


Experimental part


Steel Cylinder


Shelves


Axis of rotation


Cover. Plates


Abrasive Charge and Aggregate                         

Support

Collecting Tray


Figure Log Angelus Machine



(H) Abrasion charge Twelve balls of 390 to 445 grams in diameter each, made of iron or steel, about 48 mm in diameter, are used as abrasion charges.


(iii) IS 170mm Sieve


(iv) Calling 5 to 10 kg capacity

v) Thermostatically controlled furnace


(vi) Tray

Oven)

4. Principle:

In this test, stones were used as ballast and steel balls were placed in the machine.


is put. Now by rotating this apan is generated on the soil. The process is due to the ballast hitting the balls and falling down from the top of the balls. This action will result in failure and wear and tear in the ballast, the less the gage resistance of the ballast will be. The wear resistance is expressed by the abrasion value.

Test Sample – 1.70 mm from chimney mine

Table [number] 1. 4. Principle In this test, the stone is placed in the ballast and steel balls in the machine.

is put. Now by rotating this apan is generated on the soil. The process is due to the ballast hitting the balls and falling down from the top of the balls. This action will result in failure and wear and tear in the ballast, the less the gauge resistance of the ballast will be. The wear resistance is expressed by the abrasion value. 

5. Procedure:

Test Sample – 1.70 mm Sieve\

Table [number]

 Principle: In this test, stones were used as ballast and steel balls were placed in the machine.


is put. Now by rotating this a pan is generated on the soil. The process is due to the ballast hitting the balls and falling down from the top of the balls. This action will result in failure and wear and tear in the ballast, the less the gage resistance of the ballast will be. The wear resistance is expressed by the abrasion value. 5. Procedure:


Test Sample – 1.70 mm from chimney mine

The coarse, clean soil sample is dried in a thermo-statically controlled oven at 105' - 110°C for four hours. The abdomen of the specimen is determined according to Table .

(i) Select the appropriate pending to be used for the test. As far as possible it should be similar to the pendis used in construction work. 

(ii) 5 kg for grading A, B, C and D and pending E, F and G For this take 10 kg sample. 

(iii) Select the value of abrasion charge according to the grade of the specimen from the following table.

Table No. 2 Selection of Abrasion Charge

(iv)   Open the lid of the container and drop the soil sample into the container. Close the lid tightly 

(v) Run the machine at 30 to 33 r. p. m. rotate at a uniform rate of (cycles per minute).

Experimental part

(vi) 500 cycles should be provided for painting A, B, C and D and 1000 cycles for painting E F and G. (vii) After rotating the desired cycle, the material is taken out by removing the protective cover.

(viii) Sieve these materials through a sieve of ARE 1-70 mm size and wash the suspended matter on it and improve it in water. 

(xi) Take the suspended material on the sieve with purity and take this weight out of the total sample in the material. Damage done known in percent


Do it (x) Test again by taking another sample and round off both the values ​​(to the nearest integer).


6. Calculations:



Where, W is the basic weight of the ballast specimen, W = IS 1-70m.m. Load after soil sample test stopped on conduction


Hence, the loss due to (W) – W. ).i.e sample taken and later sample weighed after abrasion for 500 cycles























8. Result:


Los Angeles Abrasion Value =

9. Precautions:


1. All equipment should be neat and clean.


2. There should be complete knowledge about the equipment before testing

3. Weight should be taken accurately.


4. The dustproof cover should be tightly closed before the test.


10. Analysis of Result:


Based on the results obtained, according to the specifications of the Indian Roads Congress, the suitability of ballast for different roads can be determined from the following table Above



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