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  • The following tests are conducted on the prepared mortars to ensure their quality:
    1. Crushing Test
    2. Tensile Strength Test
    3. Adhesive Test.
    1. Crushing Test: This test is carried out on a brick work with the mortar. This brick work is crushed in a compression testing machine and the load is noted down. Then the crushing strength is obtained as load divided by cross-sectional area.

    2. Tensile Strength Test: The mortar prepared is placed in a mould of bricket which has central cross-sectional area as 38 mm × 38 mm. After curing the briquette [Fig. 2.3] is pulled under the grips of tensile testing machine. The ultimate load noted. Then the tensile strength of mortar is load divided by the
    central cross-sectional area.

    3. Adhesive Test:  Two bricks are joined together with mortar to be tested as shown in Fig. 2.4. The upper brick is suspended from an overhead support. A board is hung from the lower brick. Then weights are added to the board till the bricks separate. The adhesive strength is the load divided by area of contact.

     

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  • The following are some of the special mortars:
    1. Cement clay mortar
    2. Gauged mortar
    3. Decorative mortar.
    1. Cement Clay Mortar: Quality of clay mortar can be improved by adding cement to the mix.
    Normal proportion of clay to cement is 1:1. It maintains the economy to some extent and there is sufficient improvements in the durability of mud-mortar.

    2. Gauged Mortar: It is the mortar obtained by adding cement to lime mortar. The usual proportion of cement, lime and sand are 1:1:6, 1:2:9 and 1:3:12. This mortar is to be used within half an hour after mixing cement. Obviously, it is cheaper than cement mortar and its quality is between that of cement mortar and lime mortar.

    3. Decorative Mortar: These mortars are obtained by using coloured cement. They are used to give pleasant appearance to outer walls.

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  • Clay lumps are collected and are wetted with water and allowed to mature for 1 or 2 days. It is kneeded¬†well until it attains required consistancy. Sometimes fibrous materials like gobber is added in the mix.
    It prevents cracks in the plaster. If plaster is to be used for outer walls, it is sprayed or painted with bitumen.
    It is cheap mortar. Its durability is less. It is normally used for the construction of temporary sheds and cheap houses in rural areas.

     

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  • Fat lime and hydraulic limes are used for making lime mortar. If fat lime is used sand mixed is normally¬†2 to 3 times its volume. If hydraulic lime is used sand mixed is only 2 times the volume of lime. Lime¬†is prepared by pounding, if quantity required is small or by grinding, if the required quantity is more.

    Pounding: For pounding pits are formed in hard grands. The size of pit is usually 1.80 m long, 0.4 m wide and 0.5 m deep. It is provided with lining of bricks or stones. Lime and sand dry mixed with required proportion is placed in the pit. Small quantity of water is added at intervals. In each interval the mix is pounded with wooden pounders and mortar is turned up and down. The process is continued till uniform colour and desired consistancy is achieved.

    Grinding: This is the better way of getting good mix. The grinding may be carried out in bullock driven grinding mill or in power driven grinding mill.
    Figure 2.1 shows a typical bullock driven grinding mill. It consists of a circular trench of radius 3 to 4.5 m, 0.3 m wide and 0.4 m deep. A wooden shaft pivoted at centre carries a stone wheel of width just 50 mm to 100 mm less than that of trench. Bullock drive this wheel in the trench for grinding mortar. The dry mix is placed in the trench. Water is added gradually and bullock driven stone wheels grind the mix. A worker turns the mix up and down regularly. This method of preparing mortar needs 6 hours and can produce about 1.7 m3 of mortar.

    Figure 2.2 shows a typical power driven grinding mill used for preparing lime mortar. Two rollers rotate in a pan of diameter 1.8 to 2.4 m. Either pan or roller is rotated with the help of oil engine or electric power. During mixing required quantity of water is added gradually.

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  • For preparing mortar, first a mixture of cement and sand is made thoroughly mixing them in dry condition.
    Water is gradually added and mixed with shovels. The cement to sand proportion recommended for various works is as shown is Table 2.1

    Curing: Cement gains the strength gradually with hydration. Hence it is necessary to see that mortar is wet till hydration has taken place. The process to ensure sufficient moisture for hydration after laying mortar/concrete is called curing. Curing is ensured by spraying water. Curing normally starts 6‚Äď24 hours after mortar is used. It may be noted that in the initial period water requirement is more for hydration and gradually it reduces. Curing is recommended for 28 days.
    Properties of Cement Mortar: The following are the important properties of cement mortar:
    1. When water is added to the dry mixture of cement and sand, hydration of cement starts and it binds sand particles and also the surrounding surfaces of masonry and concrete.
    2. A mix richer than 1:3 is prone to shrinkage.
    3. Well proportioned mortar provides impervious surface.
    4. Leaner mix is not capable of closing the voids in sand and hence the plastered surface is porous.
    5. The strength of mortar depends upon the proportion of cement and sand. Strengths obtained with various proportion of cement and sand is shown in Table 2.2.

     

    Uses of Cement Mortar

    Mortar is used
    1. to bind masonry units like stone, bricks, cement blocks.
    2. to plaster slab and walls make them impervious.
    3. to give neat finishing to walls and concrete works.
    4. for pointing masonry joints.
    5. for preparing building blocks.
    6. as a filler material in ferro cement works.
    7. to fill joints and cracks in walls.
    8. as a filler material in stone masonry.

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