Effects of Elevated Temperature on Cement Mortor by Adding Sodium Silicate
Citation
G.Saranpriya Mr.S.Vijaya Baskar "Effects of Elevated Temperature on Cement Mortor by Adding Sodium Silicate", International Journal of Engineering Trends and Technology (IJETT), V47(6),318-321 May 2017. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group
Abstract
The main aim of our project is to increase the fire
resistance in mortar by adding certain chemicals
which has high fire resisting property. We are adding
a chemical called sodium silicate in two different
proportions. Then heating the mortars at various
temperature such as 3000 C, 6000 C. Generally,
sodium silicate is a glass forming aggregate. Sodium
silicate is the common name for compounds with the
formula Na2(SiO2)nO. A well known member of this
series is sodium Metasilicate, Na2SiO3. Also known as
waterglass or liquid glass, these materials are
available in aqueous solution and in solid form. The
pure composition are colourless or white, but
commercial samples are often greenish or blue owing
to the presence of iron-containing impurities.
Cement mortar treated with a sodium silicate
solution helps to reduce the porosity in most masonry
products. A chemicals reaction occurs with the
excess Ca(OH)2 (portlandite) present in the cement
mortar that permanently binds the silicates on the
surface and making them more durable and water
repellent. It gives passive fire protection. The reason
for choosing this chemical is that it is expensive.
While making a mortar cube of 1% and 2% of sodium
silicate, we can found the glassy layer formed on all
sides of mortar cube. On testing these specimens it
was found that adding 1% and 2% of sodium silicate
was giving more fire resistance, but compressive
strength was reduced to some extent. So the optimum
content of the percentage of sodium silicate has to be
added.
References
1) Ali ergun, Gokhankurklu , M.SerhatBaspinar , Mohamad Y.
Mansour “ The effect of cement dosage on mechanical
properties of concrete exposed to high temperature” , Fire
safety journal, 55, 160 – 167, (2013).
2) IvankaNetinger,IvanaKesegic, IvicaGuljas “The effect of
high temperatures on the mechanical properties of
concrete made with different types of aggregates” , Fire
safety journal, 46, 425-430,(2011).
3) Zhixing, Anne – lise Beaucour, Ronan Hebert, Albert
Noumowe, Beatrice ledesert “Influence of the nature of
aggregates on the behavior of concrete subjected to
elevated temperatures” , Cement and concrete research, 41,
392-402,(2011).
4) FaridDebieb, said Kenai “The use of coarse and fine
crushed bricks as aggregate in concrete” Construction and
Building materials, 22, 886-893,(2008).
5) “Standard test methods for fire tests of building
construction and materials,” ASTM E119-08b, ASTM
International, westconshohocken, pa, USA, 2008.
6) “Fire design of concrete structures – materials,
structures, and modeling,” FIB Bulletin 38, The
International Federation for structural concrete, Lausanne,
Switzerland, 2007.
7) ACI 216.1, “code requirements for determining fire
resistance of concrete and masonry construction
assemblies,” ACI 216.1-07/TMS-0216-07, American
concrete Institute, FarmingtonHills, Mich, USA, 2007.
8) “EN 1991-1-2: Actions on structures. Part 1-2: general
actions – actions on structures exposed to fire,” Eurocode
1, European Committee for Standardization, Brussels,
Belgium, 2002.
9) T.Z. Harmathy, Fire Safety Design and Concrete, John
Wiley & Sons, New York, NY, USA, 1993.
10) Z.P. Bazant and J.C.Chern, “Stress Induced thermal and
shrinkage strains in concrete,” Journal of Engineering
Mechanics, Vol. 113, no. 10, pp. 1493-1511, 1987.
Keywords
cement mortar, sodium silicate,
portlandite, liquid glass.