What is Concrete?

Concrete & Cement Defined

Contrary to popular belief, concrete and cement are not the same thing; cement is actually just a component of concrete. Concrete is made up of three basic components: water, aggregate (rock, sand, or gravel) and Portland cement. Cement, usually in powder form, acts as a binding agent when mixed with water and aggregates. This combination, or concrete mix, will be poured and harden into the durable material with which we are all familiar.
Other items that might be of interest to you include concrete basics such as mix design, and cement information.

Components of a Basic Concrete Mix

There are three basic ingredients in the concrete mix:

Portland Cement
Water
Aggregates (rock and sand)

Portland Cement - The cement and water form a paste that coats the aggregate and sand in the mix. The paste hardens and binds the aggregates and sand together.
Water- Water is needed to chemically react with the cement (hydration) and too provide workability with the concrete. The amount of water in the mix in pounds compared with the amount of cement is called the water/cement ratio. The lower the w/c ratio, the stronger the concrete. (higher strength, less permeability)
Aggregates- Sand is the fine aggregate. Gravel or crushed stone is the coarse aggregate in most mixes.

Desired Properties of Concrete

1. The concrete mix is workable. It can be placed and consolidated properly by yourself or your workmen.
2. Desired qualities of the hardened concrete are met: for example, resistance to freezing and thawing and deicing chemicals, watertightness (low permeability) , wear resistance, and strength. Know what you are trying to achieve with the concrete.
3. Economy. Since the quality depends mainly on the water to cement ratio, the water requirement should be minimized to reduce the cement requirement (and thus reduce the cost).
Take these steps to reduce the water and cement requirements:

use the stiffest mix possible
use the largest size aggregate practical for the job.
Use the optimum ratio of fine to coarse aggregate.

Concrete Admixtures: Most Common Types and What They Do

Admixtures are additions to the mix used to achieve certain goals.
Here are the main admixtures and what they aim to achieve.
Accelerating admixture-accelerators are added to concrete to reduce setting time of the concrete and to accelerate early strength. The amount of reduction in setting time varies depending on the amount of accelerator used (see your ready mix supplier and describe your application). Calcium chloride is a low cost accelerator, but specifications often call for a nonchloride accelerator to prevent corrosion of reinforcing steel.
Retarding admixtures-Are often used in hot weather conditions to delay setting time. They are also used to delay set of more difficult jobs or for special finishing operations like exposing aggregate. Many retarders also act as a water reducer.
Fly Ash- Is a by product of coal burning plants. Fly ash can replace 15%-30% of the cement in the mix. Cement and fly ash together in the same mix make up the total cementious material.

Fly ash improves workability

Fly ash is easier to finish

Fly ash reduces the heat generated by the concrete

Fly ash costs to the amount of the cement it replaces

Air Entraining Admixtures- must be used whenever concrete is exposed to freezing and thawing, and to deicing salts. Air entraining agents entrains microscopic air bubbles in the concrete: when the hardened concrete freezes, the frozen water inside the concrete expands into these air bubbles instead of damaging the concrete.

Air entrainment improves concrete workability

Air entrainment improves durability

Air entrainment produces a more workable mix

Water reducing admixtures-reduces the amount of water needed in the concrete mix. The water cement ratio will be lower and the strength will be greater. Most low range water reducers reduce the water needed in the mix by 5%-10%. High range water reducers reduce the mix water needed by 12% to 30% but are very expensive and rarely used in residential work.

Concrete Reinforcement: Fibers vs. Welded Wire Mesh

Fibers can be added to the concrete mix in lieu of welded wire mesh.
The problem with welded wire mesh is that it often ends up on the ground from being stepped on as the concrete is being placed. (particularly if no support blocks are used). Another problem is that mesh does not prevent or minimize cracking-it simply holds cracks that have already occurred together.
If you could look into a section of concrete poured with fibers you would see millions of fibers distributed in all directions throughout the concrete mix. As micro cracks begin to appear due to shrinkage as water evaporates form the concrete (plastic shrinkage), the cracks intersect with the fibers which block their growth and provide higher tensile strength capacity at this crucial time.
Click here for how fibers are an important part of "how to build high quality slabs on grade."

ADJUSTING CONCRETE MIXES TO CORRECT PLACING PROBLEMS

When the concrete sticks to the trowel when it is lifted off the concrete, or concrete sticks to the finishers kneeboards, too much sand in the mix or higher than necessary air entrainment are most likely the causes.
Excessive bleedwater will delay the finishing operation and can cause serious problems with the surface of the concrete. Adding more sand to the mix, adding more entrained air, using less mix water, or adding cement or fly ash are possible cures.
Make sure your ready mix supplier knows if you will be pumping concrete. Pumping mixes require a sufficient amount of fines and there are limits to the size of the aggregate in order for the mix to be pumpable. Fly ash and air entrainment improve workability and pumpability.
Setting time of the mix can be slowed with retarders.
The mix may be cooled in hot weather by replacing part of the mixing water with ice, sprinkling water on the aggregate pile at the ready mix plant, or injecting liquid nitrogen into the batch.
Setting time of the mix can be sped up with accelerators.
The mix can be heated at the ready mix plant by heating the mix water and aggregates.

Installing Concrete

Placing Concrete
Normal concrete weighs approximately 150 pounds per cubic foot and should be placed as near as possible to its final position. Excess handling can cause segregation of the course and fine aggregates. Wetting up the concrete so it can be raked or pushed into a location far from where it is discharged is not acceptable.
Concrete is poured directly from the chute of the ready mix truck, wheeled into place with a buggy, or pumped into place with a concrete boom pump.
Concrete is normally specified at a 4-5" slump. Industrial, commercial, and some residential projects require an inspector on concrete pours who monitors the concrete slump and takes slump measurements at the required intervals.

Spreading Concrete
The purpose of spreading fresh concrete is to place concrete as close as possible to finish level to facilitate straightedging/screeding the concrete.
Short handled, square ended shovels are recommended for spreading concrete. A come-along (a tool that looks like a hoe and has a long straight edged blade) can also be used. Do not use a round edge shovel for spreading concrete since it does not spread the concrete evenly.
Any spreader used should be rigid enough to push and pull wet concrete without bending: Normal concrete weighs approximately 150 pounds per cubic foot.

Concrete Mix Adjustment to Correct Placing Problems

The mix can be heated at the ready mix plant by heating the mix water and aggregates.

(Source From The concrete network http://buildingmaterial1213.blogspot.com/)

Specification of Aggregate Concrete Block
Special Blocks Blocks produced to form an extensive 'kit-of-parts' which gives the designer-specifier great flexibility	Block Specification Block description Block types are available in various ranges produced by CBA manufactures, which may be generally described as follows Standard common blocks Blocks suitable for general building work, offering excellent all round performance and normally available in 440 x 215mm face size, in addition to their loadbearing capabilities, they provide an excellent background for plastering and rendering as wall as for fixings. Paint grade common blocks Blocks manufactured with a close texture and suitable for direct painting. Standard facing blocks Blocks manufactured for applications where shape and texture consistency are of prime importance. Slight variations in color may be discernible . Architectural masonry facing block Blocks manufactured to high standards of dimensional accuracy and consistency of color and texture. The block are inteded for use in situation where the visual apperance of the wall is of primary concern. The blocks are available in a range of color, textures finishes and shapes. Dimensions Face sizes Aggregate concrete blocks are typically available in two standard face sizes (length x height)of 440 x 215mm and 390 x 190mm. Other face sizes are available of aid manual handling. To obtain the coordinating dimensions add the specified joint thickness (normally 10mm) to the height and length of the block. Dimensions tolerances Tolerances permitted by BS EN 771-3 are: Limiting deviation in millimetres. Blocks will generally be supplied to D1 tolerance category unless otherwise specified. Block Strengths Block are available in compressive strengths from 2.9N/mm² to 40n/mm² (Solid) and 2.9N/mm² to 22.5N/mm² (cellular and hollow). Common strengths are 3.6N/mm² and 7.3N/mm² Density Aggregate concrete blocks are available in the net dry density range of 650 - 2400kg/m³ with tolerance of ± 10%. The full range of densities will not necessarily be available from all manufacturers. Gross dry densities are typically used for cellular and hollow units and for the same products will be lover than net dry densities. Configuration Units to BS EN 771-3: Aggregate concrete masonry units will fall within one of the 4 groups specified in BS EN 1996-1-1: Eurocode 6 – Design of masonry structures. Group 1 < 25% formed voids Group 2 > 25% < 60% formed vertical voids Group 3 > 25% < 70% formed vertical voids Group 4 > 25% < 50% formed horizontal voids Generally units will fall within Group 1 and Group 2 configurations.
Source From:� The Concrete Block Accosiation buildingmaterial1213.blogspot

Saturday 17 March 2012

Specification of Aggregate Concrete Block

Thursday 15 March 2012