Category: Masonry Construction

Floor slabs of brickwork with reinforcement is also done. The conventional centring is made. The centring is covered with earth for a depth of about 20–25 mm and well compacted and sand sprinkled on the top. Figure 16.14 Reinforcement in brick masonry lintels Then the reinforcement is placed in the correct direction. The bricks are laid… Continue reading Reinforced Brick Masonry Slab

In lintels, bars are provided longitudinally in between the vertical joints and extending from joint to joint. Further, to resist the vertical shear, additional 6 mm diameter steel stirrups may be used (Fig. 16.14).

These columns are made with special-purpose bricks and vertical bars running through them. In order to keep the bars in position and to strengthen the brickwork, steel plates of 6 mm thick are introduced. Bent bars of small diameters of about 12 mm can be used in the horizontal joints (Fig. 16.13). Figure 16.13 Reinforcement of… Continue reading Reinforced Brick Masonry Columns

Here the reinforcement may be iron base or expanded metal mash provided at every third or fourth course. Flat bars of section about 25 mm × 2 mm may be used as hoop iron reinforcement for walls. They are hooked at corners and junctions. In order to increase the resistance against rusting, the bars are… Continue reading Reinforced Brick Masonry Walls

Ordinary brick masonry can not take tensile stresses as the mortar joints separate out and the bricks pulled out. In order to increase the load-carrying capacity, in particular tensile stresses, of ordinary brick masonry steel reinforcement is introduced in between mortar joints. This type of construction can withstand tensile and shear stresses for moderate loading.… Continue reading REINFORCED BRICK MASONRY

Compound walls are nowadays preferred to be of unplastered concrete blockwork. The construction is cheap and no maintenance is needed. There are many variations in the construction of these walls. The convenient method is to install under-reamed or cast-in-situ piles at stipulated intervals (of 3–4 m) with grade beam on top of the piles and… Continue reading Compound Walls in Hollow Block

The important features to be incorporated, compared to regular brick masonry, are control joints, band beams and joint reinforcements. These factors are to be provided failing which the block masonry is bound to result in random cracking due to shrinkage and moisture movements. These factors are discussed below. 1. Control Joints Concrete has higher coefficient… Continue reading Special Features of Concrete Block Masonry

In the conventional hollow block masonry, the vertical holes may be made to accommodate steel reinforcement and can thus be made of reinforced concrete construction. Similarly special concrete blocks can be made to accommodate horizontal reinforcements. Such a horizontally reinforced hollow block can be used as lintels and horizontally strengthened reinforced concrete bonds can be… Continue reading Reinforced Concrete Hollow Block Masonry

Concrete hollow blocks constructed with two through holes to form continuous vertical hole are ideal for concrete filling. These holes can be completely or partly filled with concrete during the process of construction itself. For this purpose, mixes with large size aggregates may be used. This provision will add greater strength to walls. It has… Continue reading Concrete Blocks with Concrete Filling

Different types of basic hollow blocks used in construction are discussed in Section 9.6.1. Additional hollow block units are given in Fig. 16.9 Now the construction features are explained. 1. Construction of Walls A mortar bed is spread on the foundation concrete and levelled to have a uniform thickness everywhere. The corner block is first… Continue reading Laying of Concrete Hollow Block Masonry