Report on building material[ rock and stone

introduction of rock and stone, types , uses , texture ,testing, introduction of artificial stone and its advantges

1. REPORT ON BUILDING MATERIAL [ROCK AND STONE]

2. ROCKS AND STONES

3. INTRODUCTION Rocks is the solid portion of the earth crust and a unit of building material . Rocks having only one mineral is known as monomineralic rock and those having several minerals as polymineralic rocks. Quartz, sand, pure gypsum, magnesite are monomineralic rock. Granite , basalt, etc. are polymineralic rocks. The rocks are named after the predominant mineral present in it. Stone is obtained fro rock. The rock quarried from quarries is called stone. Quarried stone may be in the form of stone block s, aggregate, stone slabs, stone lintels, stone flags, etc. Stone has to be properly dressed before it is used at the place of its use.

4. CLASSIFICATION OF ROCKS

5. GEOLOGICAL CLASSIFICATION

6. IGNEOUS ROCKS Depending upon the cooling effect different types of igneous rocks are formed. Volcanic igneous rocks- extremely fined grained ex. Basalt Hypa- byssal rocks -fine grained and crystalline ex. Dolerite Plutonic rocks – coarse grained and crystalline ex. granite

7. Igneous rocks Igneous rocks - [ primary, unstratified , eruptive, It is cooled down molten lava , also known as magma. These rocks form deep inside the core of earth where they continuously face extremely high temperature when near the core. They are in molten form but convert to solid when present in relatively cooler regions-. Final form of rock is solidified form of magma– granite and basalt. Igneous rocks contains minerals like augite, felspar, horne blende, mica , quartz etc.

8. Sedimentary rocks Sedimentary rocks – [ aqueous stratified ] , gradually deposited disintegrated rocks. These rocks take years to sediment in form of layers over layers surface of earth is subjected to various chemical agent which are brought by rain frost and various other weather conditions. These agents breakup the surface which is carried away by further rains to rivers and other water channels in which they continue to travel . As the velocity of the river decreases , matter starts depositing in the form of debris and form the rock . Ex. – sand stone, limestone

9. Metamorphic rocks- Metamorphic rocks- One to change in structures of earth, igneous and sedimentary rocks find their way to high temperature zones inside the core. Continuous exposure to high temperature and pressure change either the mineral composition or texture and at times both to produce an entirely n ew form , is called metamorphic rock. EX. Granite changes to gneisses lime stone to marble, shale to stale.

10. METAMORPHISM Metamorphism is a process in which re- alignment of minerals change the texture of rocks. There are four types of metamorphism. Plutonic metamorphism Cataclastic metamorphism Thermal metamorphism Dynamo- Thermal metamorphism As a result of metamorphism , lime stone and marl become marble, basalt and trap are converted to schist, late rite and granite become gneiss.

11. PHYSICAL CLASSIFICATION OF ROCKS Stratified rocks are such rocks which possess planes of stratification or cleavage. These rocks can be easily split along these plane. Unstratified rocks have compact granular structure and don’t show any layers of stratification or cleavage Ex. All rocks of volcanic origin. Foliated or laminated rocks comprise of thin lamination. They can b e split in definite direction and size. Ex. Metamorphic rocks .

12. CHEMICAL CLASSIFICATION OF ROCKS Siliceous rocks consists of silica as their predominant constituent. These are very hard and durable not easily effected by weathering agencies. Ex. Granite, trap, basalt, sand stone, quartzite. Argillaceous rocks : T he predominant constituent is clay. Alumina which is actually clay , remains mixed up in varying proportion with siliceous, calcareous and carboneous matter. These are hard, brittle, durable and dense in nature. Ex. Late rite, slate, porphyry. Calcareous rocks : The predominant constituent is calcium carbonate. Ex. Lime stone, marble, dolomite, kankar.

13. CLASSIFICATION BASED UPON HARDNESS OF THE STONE Very hard stone :diamond, gravel, quartzite , taconite. Hard rocks : granite basalt, trap Medium stone : dolomite, limestone Soft stone : talc, gypsum, slate, sandstone Hardness may determine what a stone may be used for jewellery, carving, faceting, handling, or storage etc.

14. TEXTURE OF ROCKS The way the particles of rocks forming minerals are arranged in the rocks is termed as texture or structure of the rock. Compact crystalline : Very fine grains tightly held together . Quartzite, marble etc. Granular crystalline : Similar size particles and all are held together in such a way , that all the grains are separately recognizable. Sand stone, gneiss, etc. Conglomerate : Rounded grains of different sizes which remain held together by some cementing material. Glass texture : Any grain or crystal at the fractured surface is just like a glass. Foliated texture : All the grains arranged in the form of parallel layers. Porous granular : This texture is just like granular crystalline but small perforations can be easily noticed at the fractured surface of the stone. Vesicular texture : Small irregular depressions or cavities on the fractured surface. Porphyritic texture : Crystals of some minerals are larger than other crystals other rock forming materials, can be easily recognized. Pisolitic texture : L arge size grains of peas size , uniformly distributed at the fractured surface.

15. USES OF STONE For masonry work Lintel and vertical column Covering floors of building Paving of roads and foot path Construction of roads in form of boulders and aggregate As an aggregate in cement as well as lime concretes Base material for water works and sewage treatment plants As stone patties for roofing Manufacture of cement and lime Stone may be used to give massive and pleasing appearance to the building.

16. CHRACTERISTICS OF STONES General structure : It may be stratified, unstratified or foliated. Fineness of grains Compactness Durability : It depends on its chemical composition, physical structure, homogeneity and closeness of grains and type of cementing material. Strength Hardness Weight Percentage of wear : It is measured by attrition test and should not be more than 3%. Easy in dressing or working Appearance Porosity and absorption : Less porous are considered good stones and absorption by weight after 24 hours should not be exceed 0.60. Resistance of fire Weathering : Various atmospheric and external agencies such as Rain, frost, wind etc, is termed as weathering. Toughness : It is determined by impact test and represented by toughness index. Toughness index should not be above 19 and below 13.

17. Tests for stones For any specific use , following tests can be carried out on stones Smith’s test Freezing and thawing test Frost action test Acid test Water absorption test Microscopic examination Impact test Attrition test Crushing test Crystallization test Hardness test

18. Preservation of stone Preservation of stone required when ether stone is poor quality or aggressive atmosphere etc. There are so many types of preservatives to protect stone. Paints Linseed oil Coal tar Paraffin Alum and soap Use of baryta or barium hydroxide Pointing and plastering

19. ARTIFICIAL STONE Artificial stone consists of 1.5 parts of coarse aggregate of size 3mm to 6mm and 1.5 parts of fine aggregate of size less than 3mm. Both aggregate are obtained from natural stone. Both aggregate mix well and will form three parts. Add one part of cement to three parts mix them dry. Add suitable pigment to the dry mix. Lastly add water to the dry mix to obtain a mixture of workable consistency. The plastic mix is then pressed into moulds, cured, and dried. Now Artificial stone blocks are ready to use. Blocks may be polished or white cement can be used to develop light shades. Cement, concrete, mosaic tiles, terrazzo, R.C.C. are some examples of artificial stones.

20. ADVANTAGES OF ARTIFICIAL STONES Can be cast in any shape or size. Can be made stronger than natural stones. Can be used in any position. Easily moulded and seasoned at the site of work. Do not require any dressing. Can be designed for any strength. Can be cast in economical sizes which could be easily handled. More durable than natural stones. Do not require any transportation as they can be cast at site. Holes , for the purpose of pipe or electric wire fittings, may be kept at the time of casting. The progress of work will be faster with precast stone .

21. THANKYOU MANISHA AGARWAL