Stone Masonry | Types Of Stone Masonry
Masonry :
- It can be defined as art of construction by which building units arranged and bonded together with mortar to form a homogeneous mass so it can bear the load without failure.
- Building units commonly known as masonry unit .
- Building units generally consists of Stones, Bricks, precast hollow blocks of concrete, clay, aggregates, sand, lime, cement etc.
Stone Masonry and types of stone Masonry :
Stone Masonry :
- Construction using stones bonded together with mortar is known as Stone Masonry.
Types of Stone Masonry :
1.Rubble Masonry :
- In this stone masonry either roughly dressed or undressed stones having wider joint are used.
- This is further divided into 3 following categories.
i) Random Rubble Masonry :
a) Coursed Random Rubble Masonry :
Roughest and cheapest form of stone masonry.
Stone used are widely different sizes (5 to 20cm).
This Masonry is commonly used in construction of low hight wall of public/residential building , abutment & piers of ordinary bridges.
Masonry work carried out in course, i.e. stone is in particular course are of equal height.
b) Uncoursed Random Rubble Masonry :
- It is also roughest and cheapest Stone Masonry.
- The course are not maintained regularly.
- Large stones are laid 1st space between them are then filled up by means of spalls or sneeks.
ii) Square Rubble Masonry :
a) Coursed Square Rubble Masonry:
- In this Masonry stones used having straight bed and sides.
- Stones are usually Square and brought to hammer dressed or straight cut finish.
- Work carried out in course ( layer) of varying depth.
b) Uncoursed Square Rubble Masonry :
- In this Masonry Stones used having a straight bed and sides .
- Different sized stone( having straight edge and sides) are arranged on face in irregular patterns.
iii) Polygon Rubble Masonry :
- Stones are dressed in irregular Polygon shape.
- Stones should arranged to avoid vertical joints and break joints in face work as much as possible.
- Small stone chips should not be used.
a) Flint Rubble Masonry :
- Used in the areas where flint is available in plenty of amount.
- Flint stones varying in thickness from 8 - 15 cm and length 15 - 30 cm.
- Arranged in the facing form of coursed and Uncoursed Masonry.
- Flint stones are extremely hard and irregular in shapes and Brittle in nature.
b) Dry Rubble Masonry :
- Used in construction of retaining walls, pitching earthen dams and canal slopes, compound wall etc.
- Placed in the form of random Rubble Masonry without any mortar.
- Hollow shapes left around stones should be tightly packed with smaller stone piece.
- Cheapest Construction and required more skill in construction.
2.Ashlar Masonry:
- Built from accurately dressed stone with uniform & fine joints of 3mm thickness.
- Arranging stones in various patterns.
- Ashlar Masonry further divided into following categories.
i) Ashlar fine Masonry :
- Each stone cut in uniform size & shapes with all sides rectangular.
- So that stone gives perfect horizontal and vertical joints with adjacent stones.
- This is very costly Masonry.
ii) Ashlar rough Masonry :
- The beds and sides are finely dressed in this Masonry.
- But the face made rough by means of tools.
- A strip, about 25mm wide and made by means of chisel is provided around perimeter of rough dressed face of each stones.
iii) Ashlar Rock/quarry faced Masonry :
- In this Masonry, a strip made by chisel is provided around perimeter of every stone
- But remaining portion of face left in the same form received from quarry.
iv) Ashlar Chamfered Masonry :
- In this a strip is provided below is Chamfered/ beveled at an angle of 45° by neans of chisel for a depth of 25mm.
v) Ashlar block in course Masonry :
- This is combination of Rubble Masonry and Ashlar Masonry.
- In this, face work is provided with rough tooled/hammer dressed stone and backing of wall may be made in rubble masonry.
vi) Ashlar facing Masonry :
- The faces of stone are roughly tooled And chamfered used in facing Masonry wall.
- These dressed or tooled stones are provided in face work only.
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