Showing posts with label Concrete Technology. Show all posts
Showing posts with label Concrete Technology. Show all posts

Tuesday, 10 September 2013

History of Reinforced Concrete

Most people believe that concrete has been in common use for many centuries, but this is not the case. The Romans did make use of cement called pozzolana before the birth of Christ. They found large deposits of a sandy volcanic ash near Mt. Vesuviusand in other places in Italy. When they mixed this material with quicklime and water as well as sand and gravel, it hardened into a rocklike substance and was used as a building material. One might expect that a relatively poor grade of concrete would result, as compared with today's standards, but some Roman concrete structures are still in existence today. One example is the Pantheon (a building dedicated to all gods) which is located in Romeand was completed in A.D. 126.
The art of making pozzolanic concrete was lost during the Dark Ages and was not revived until the eighteenth and nineteenth centuries. A deposit of natural cement rock was discovered in England in 1796 and was sold as "Roman cement." Various other deposits of natural cement were discovered in both Europe and Americaand were used for several decades.
The real breakthrough for concrete occurred in 1824 when an English bricklayer named Joseph Aspdin, after long and laborious experiments, obtained a patent for cement which he called Portland cement because its color was quite similar to that of the stone quarried on the Isle of Portland off the English coast. He made his cement by taking certain quantities of clay and limestone, pulverizing them, burning them in his kitchen stove, and grinding the resulting clinker into a fine powder. During the early years after its development, his cement was used primarily in stuccos. This wonderful product was adopted very slowly by the building industry and was not even introduced into the United States until 1868; the first Portland cement was not manufactured in the United States until the 1870s.
The first uses of concrete are not very well known. Much of the early work was done by the Frenchmen Francois Le Brun, Joseph Lambot, and Joseph Monier. In 1832 Le Brun built a concrete house and followed it with the construction of a school and a church with the same material. In about 1850, Lambot built a concrete boat reinforced with a network of parallel wires or bars. Credit is usually given to Monier, however, for the invention of reinforced concrete. In 1867 he received a patent for the construction of concrete basins or tubs and reservoirs reinforced with a mesh of iron wire. His stated goal in working with this material was to obtain lightness without sacrificing strength.
From 1867 to 1881 Monier received patents for reinforced concrete railroad ties, floor slabs, arches, footbridges, buildings, and other items in both Franceand Germany.
Another Frenchman, Francois Coignet, built simple reinforced concrete structures and developed basic methods of design. In 1861 he published a book in which he presented quite a few applications. He was the first person to realize that the addition of too much water in the mix greatly reduced concrete strength. Other Europeans who were early experimenters with reinforced concrete included the Englishmen William Fairbairn and William B. Wilkinson, the German G. A. Wayss, and another Frenchman, François Hennebique.
William E. Ward built the first reinforced concrete building in the United Statesin Port Chester, New York, in 1875. In 1883 he presented a paper before the American Society of Mechanical Engineers in which he claimed that he got the idea of reinforced concrete by watching English laborers in 1867 trying to remove hardened cement from their iron tools.
Thaddeus Hyatt, an American, was probably the first person to correctly analyze the stresses in a reinforced concrete beam and in 1877 he published a 28-page book on the subject, entitled An Account of Some Experiments with Portland cement Concrete, Combined with Iron as a Building Material. In this book he praised the use of reinforced concrete and said that "rolled beams (steel) have to be taken largely on faith." Hyatt put a great deal of emphasis on the high fire resistance of concrete.
E. L. Ransome of San Franciscoreportedly used reinforced concrete in the early 1870s and was the originator of deformed (or twisted) bars, for which he received a patent in
1884. These bars, which were square in cross section, were cold-twisted with one complete turn in a length of not more than 12 times the bar diameter.7 (The purpose of the twisting was to provide better bonding or adhesion of the concrete and the steel.) In 1890 in San Francisco, Ransome built the Leland Stanford Jr. Museum. It is a reinforced concrete building 312 feet long and two stories high in which discarded wire rope from a cable-car system was used as tensile reinforcing. This building experienced little damage in the 1906 earthquake and the fire that ensued. The limited damage to this building and other concrete structures that withstood the great 1906 fire led to the widespread acceptance of this form of construction on the West Coast. Since 1900-1910, the development and use of reinforced concrete in the United States has been very rapid.
References
1)      Kirby, R. S., and Laurson, P. G., 1932, The Early Years of Modern Civil Engineering (New Haven: Yale University Press), p. 266.
2)      Kirby, R. S., and Laurson, P. G., 1932, The Early Years of Modern Civil Engineering (New Haven: Yale University Press), pp. 273-275.
3)      Straub, H., 1964, A History of Civil Engineering (Cambridge: MIT Press), pp. 205-215. Translated from the German Die Geschichte der Bauingenieurkunst (Basel: Verlag Birkhauser), 1949
4)      Kirby, R. S., and Laurson, P. G., 1932, The Early Years of Modern Civil Engineering (New Haven: Yale University Press), pp. 273-275,
5)      Ward, W. E., 1883, "Beton in Combination with Iron as a Building Material," Transactions ASME, 4, pp. 388-403.

6)      Kirby, R. S., andLaurson, P. G., 1932, The Early Years of Modern Civil Engineering (New Haven: Yale University Press), p. 275.

Monday, 6 May 2013

To determine the initial and final setting time and consistency of cement


To determine the initial and final setting time and consistency of cement
Apparatus
Vicatt’s apparatus
300 gm sample of cement
Trowel
Conical hard rubber ring
Water
Graduated cylinder
Procedure
*take the triple beam balance and set the reading of scale to zero
*take a plan and measure its weight
*measure 300gm sample of cement
Take the cylinder and measure 80ml of water now start making the paste doesn’t exceed 1 minute. Alsonote the time of making paste. Now put the paste in the rubber ring from the wider side i.e from down side and make both the upper and lower surface smooth by charging it on a smooth surface now the two tests will be conducted separately by different procedure as
STEPS FOR NORMAL CONSISTANCY TEST
*take the vicatt’s apparatus and place the rubber mould beneath the rod
*set the 10mm diameter plunger on the lower side of rod. Place the lower end of plunger just above the surface of paste
*now release the rod and note down the penetration of plunger in the paste.
*for cement to be normal consistence the penetration should be 10mm according to ASTEM standard on room temperature.
*if it’s not so then the water and cement ratio will not be standard.
Steps for initial setting time tests
*for determining the initial setting time of cement paste set the 1mm diameter needle on the lower end of the rod.
*now release the rod for 30seconds and note the time at which the needle was released, record this in the table along with the penetration of needle in the paste.
*after periodic time again release the rod for 30 seconds note the penetration of the needle in paste
Repeat the above step until the penetration becomes just 25mm which is ASTM standard. Calculate the total time up to this step, which will be initial setting time for the cement. Compare it with the standard time and give comments.

Observation for Consistency Test
Weight of cement =
Amount of water added =
Percentage of water added =
Room temperature =
Water temperature =
PENETRATION =
Result:
“The cement paste is much consistent because the penetration is less 10 mm”
Observation for initial setting time test
ASTM STANDARDS
Initial setting time =
Penetration =
S.No      Time     Penetration


Result:
“Cement is not according to standard”










Steps for final setting time tests
For determining the final setting time of cement pastes set the 5mm diameter needle on the lower end of the rod.
Now again repeat the above steps for noting the final setting time of cement.
The final setting time will be noted when the needle if release does not sink visibility and note leaves no impression on the surface of the paste.
Then compare it with the ASTM standard time. The final setting time can be found by the formula.
Final time = 90+1.2(initial setting time)
ASTM STANDARD TEMPERATURE
Room temperature = 20 c to 27.5 c
Water temperature = 21.6 c to 24.7 c

Observation for final setting time test
ASTM standard
Final setting time =
Penetration =
Final setting time=
So final setting time is
Result:
“The cement is not accurate to the standard”





TO TEST THE FINENESS OF CEMENT BY SIEVE ANALYSIS METHOD (DRY METHOD)


TO TEST THE FINENESS OF CEMENT BY SIEVE ANALYSIS METHOD (DRY METHOD)
APPARATUS
Sieve number # 200
Portland cement
Bowl or plate or tray
Weight measuring machine or balance
PROCEDURE
Take a 100g of ordinary Portland cement (w1).sieve number # 200 is used  for dry method .cement is shaking for 15 min and collect powder  from shaking in bowl or plate .small particle passing through the  holes of sieve and large particles left behind on sieve.(w2)weighted .residue weight then we check the fineness =( W1-W2/W1)100
                              W1
If > 90% then cement is fresh.
If < 90% then cement is not fresh.



Observation and Calculation
W1 =
W2 =
Fineness =
Fineness =
Result:
                        Specimen Cement is not fresh. If cement is not fresh then we sent back the begs of cement toward the factory or store etc.