Sunday, 18 July 2021

How to Build Brick Wall Pillars

Introduction

The use of brick columns instead of concrete columns enhances the architectural elegance. The cross-section of the built brick columns might be round, rectangle, square, or elliptical. These can be built to the required height. Corner pillars, porch columns, boundary gate pillars, and free-standing columns are all possible uses for these columns.

When compared to concrete column construction, brick column construction is quick and uncomplicated, requiring fewer tools and labor.

When compared to R.C.C. columns, the brick column is a more cost-effective option. The success of building a long-lasting brick column comes down to three things: proper planning, the right tools, and knowledge on how to build a brick column.



How Many Bricks are in A Column?

4 bricks per course are required for a 12′′ x 12′′ brick column, and 6 bricks are required for a 16′′ x 16′′ brick column. By merely veneering the bricks around a block column, you can save a lot of time and material when building a bigger column.

How to Build Your Own Brick Column

Set The Height And Width Of The Brick Column

The first step is to figure out how tall and wide you want your brick column to be. These measures aid in calculating the number of bricks and mortar required to construct the columns.

Layout Preparation on the Ground

Initially, a temporary rod marker must be used to pinpoint the location and center of the pillar or column on the ground. This marking will assist in supporting the vertical and horizontal alignment of the nearby pillars.

Foundation and Excavation

Excavation is carried out in order to construct the ground support. The depth of the excavation is determined by the foundation's thickness and the type of masonry used. If the masonry does not require reinforcement, a basic concrete bed of an appropriate mix is poured into the excavated area.

Masonry Column Brickwork

The brickwork is started when the foundation layer has been cured. The first-class bricks are utilized in conjunction with a 1:4 cement mortar. This is enough to securely transfer the loads to the foundation. The bricks must only be laid after they have been wetted by dipping them in water. For severe moisture conditions, certain brick column layers require a damp-proof coating. With the help of a plumb bob and compass, the brick is set vertically upwards while ensuring verticality and horizontal alignment.

Curing Procedures

Depending on the construction, the brickworks must be properly cured for 7 to 10 days.

Plastering, Finishing, and Painting are the Next Steps.

The majority of the brick column construction would look nice without plastering. It can, however, be plastered and completed if necessary. They can be painted if necessary.

Brick Columns with Reinforcement

By adding reinforcement into the brick masonry, the columns may be built. The method of inserting reinforcement into brick masonry will aid in the improvement of the column's load-bearing capability. In contrast to concrete design, this style of construction necessitates the use of reinforcement bars.

Special grooved bricks are used, which have a facility for the reinforcement to be placed. The reinforced brick column's construction specifications are shown in figure-4. Grout/mortar is used to fill the void space through which the reinforcement is passed, resulting in a monolithic unit.

Conclusion

You'll need to conduct some little touch-ups as you go along with the brick construction, such as filling in or tuck-pointing the joints with mortar (the same mortar you have used for laying the bricks, but perhaps in a thicker consistency). Make sure the mortar isn't too dry. After you've finished, try to do the tooling (every 4-5 courses).

Concave or raked-out (square recessed) joints are the most prevalent kind of joints. After you've finished tooling the brick joints, smooth off the surface of the mortar with a soft whisk brush.

Tuesday, 6 July 2021

Details Of Shear Reinforcement in R.C.C. Structures

Shear reinforcements are made to withstand shear or diagonal stress. Shear reinforcement is commonly provided in the form of stirrups to keep the longitudinal reinforcement in place while also taking the shear that the structure is subjected to.

The three forms of shear reinforcement employed are as follows: Stirrups that are vertical, bars that have been bent up with stirrups, stirrups that are inclined.

shear reinforcement in RCC structure


Stirrups that are vertical

These are the horizontal steel bars that are spaced evenly around the tensile reinforcement along the length of the beam. The diameter varies between 6 and 16 millimeters.

The stirrups' free ends are attached to the anchor bars, hanger bars, or compressive reinforcement at the compression area of the beam.

Because the sheer pressure at the supports is highest, the stirrup spacing at the supports is smaller than the spacing towards the midspan.

The stirrups' free ends are attached to the anchor bars (hanger bar) or the compressive reinforcement in the compression zone of the beam.

To get rid of diagonal cracks more effectively, narrowly spanning stirrups are recommended. Because the shear stress at the supports remains extreme, the distance of stirrups near to the supports is less related to the distance close to the mid-span.

Vertical stirrups come in a variety of styles

·         Single Legged Stirrup

·         Two-Legged Stirrup

·         Four-Legged Stirrup

·         Six-Legged Stirrup.

Bent Up Bars along with Stirrups

Many longitudinal bars in a beam may be bent near the supports where they are not required to withstand the bending moment. Bending Time differs significantly more from the supports. The diagonal stress can be tolerated by such bent-up bars. To maintain balance, the same number of bars will be twisted on all sides.

At more than one level, the bars can be bent equally across the length of the beam. The diagonal stress is not a problem with such bent bars. Typically, these bars are bent at a 45-degree angle. This gadget is used with higher shear forces. Applying bent-up bars and vertical stirrups to the input determines the beam's overall shear resistance. Bent up bars make for around half of the total shear reinforcement.

Stirrups that are inclined

Stirrups that are inclined at 45 degrees to prevent diagonal tension are also often available. These are available for the duration of the beam.

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