Showing posts with label Self Compacting Concrete. Show all posts
Showing posts with label Self Compacting Concrete. Show all posts

Sunday, 10 March 2013

Benefits of Self Compacting Concrete over Conventional Concrete


Self Consolidating ConcreteThere are many situations in today’s construction market that make Self Compacting Concrete an interesting alternative to conventional slump concrete. In general, cost savings and/or performance enhancement tend to be the driving forces behind the added value of Self Compacting Concrete. Contractors, producers and owners are under great pressure to produce better quality construction at lower costs of labor, materials and equipment. They are also faced with tougher environmental and safety regulations, and increased insurance costs. The economic benefits of a less intensive construction environment results in labor savings, time savings from higher productivity, and greater flexibility of design. Self Compacting Concrete offers some help in all of the following areas.
1. Reduced in-place cost
•Productivity Improvements – Self Compacting Concrete can increase the speed of construction, improve formed surface finish and thus reduce repair and patching costs, reduce maintenance costs on equipment, and provide faster form and truck turn-around time.
• Reduced labor costs – Self Compacting Concrete reduces labor demands and compensates for lack of skilled workers to perform the rigorous work required for quality concrete construction.
2. Improved work environment and safety – Self Compacting Concrete eliminates the use of vibrators for concrete placement, thus minimizing vibration and noise exposures. It eliminates trip hazards caused by cords. It reduces fall hazards, as workers do not have to stand on forms to consolidate concrete.
3. Improved aesthetics – Self Compacting Concrete provides unequaled formed surfaces.

What are the economic considerations for Self Compacting Concrete ?

The cost/benefit analysis of Self Compacting Concrete balances the increased cost of the concrete against substantial labor savings and asthetic benefits. The benefits of Self Compacting Concrete are apparent at many levels of the construction process, from production, to placement, to quality of the finished product. Modification of production and construction practices may be required to show the full impact of product benefits.
Due to generally higher strengths resulting from the high powder content needed for Self Compacting Concrete, the economic benefit has been most obvious where high strengths were already needed for design reasons. Thus the greatest current application for Self Compacting Concrete is in precast/prestressed concrete production. This is also true because the increased material cost and labor savings all appear on the same balance sheet, so the connection between Self Compacting Concrete performance and cost savings is easier to make. As more experience is gained in the field with the cost benefits of ready-mix Self Compacting Concrete, this application is expected to grow.

Rheology in Self Compacting Concrete


Self Compacting Concrete RheologyRheology is the science of the deformation and flow of materials. It is a complex discipline used to understand the workability characteristics of Self Compacting Concrete (SCC). Special test devices called RHEOMETERS are used in the laboratory to research the workability properties of Self Compacting Concrete. The two most important properties of Self Compacting Concrete’s rheology are:
Yield stress: the measure of the amount of energy required to make Self Compacting Concrete flow. To be considered Self Compacting Concrete, concrete must flow easily under its own weight, so its yield stress must be very low.
Plastic viscosity: the measure of the resistance of Self Compacting Concrete to flow due to internal friction. SCC must have a high viscosity in order to suspend aggregate particles in a homogenous manner within the concrete matrix without segregation, excessive bleeding, excessive air migration, or paste separation.
 In summary, Self Compacting Concrete must have low-yield stress and high viscosity.

How does an understanding of Self Compacting Concrete’s rheological properties help in the field?

In practice,  rheological properties of Self Compacting Concrete are manifested in three ways:
1. Filling ability: Self Compacting Concrete must flow into forms and around obstacles such as reinforcing steel under only the force of gravity. This does not mean that all Self Compacting Concrete is self-leveling, however.
2. Passing ability (resistance to blocking): Self Compacting Concrete must pass through various obstacles and fill open spaces in the formwork without blockage due to aggregates being restricted from passing through narrow openings. Typical aggregate size to opening size relationships are at least 1:2, such that, for example, a 6.4 mm (1⁄4 in.) maximum nominal size aggregate would require a 12.5 mm (1⁄2 in.) or larger opening.
 3. Stability (segregation resistance): Self Compacting Concrete must have dynamic stability by remaining homogenous throughout mixing, transportation, placing, and have static stability during finishing and curing

What is Self Compacting Concrete SCC


Self Compacting Concrete Self-Compacting Concrete (SCC) has properties that differ considerably from conventional slump concrete. Self Compacting Concrete is highly workable concrete that can flow through densely reinforced and complex structural elements under its own weight and adequately fill all voids without segregation, excessive bleeding, excessive air migration (air-popping), or other separation of materials, and without the need for vibration or other mechanical consolidation.
What about highly flowing concrete? Is that Self Compacting Concrete ?
ASTM C1017 defines flowing concrete as “concrete that is characterized as having a slump greater than 190 mm (71⁄2 in.) while maintaining a cohesive nature”. Flowing concrete can be proportioned with an even higher slump to be self-leveling, which means that it is capable of attaining a level surface with little additional effort from the placer.
According to ACI 212, these self-leveling characteristics “have given rise to a false belief that such concrete does not require vibration”. ACI 212 stresses that, unlike SCC, to obtain a properly consolidated self-leveling concrete, “some compaction will always be required”. Thus Self Compacting Concrete is always “highly flowing”, but “highly flowing” may not qualify as Self Compacting Concrete . The same is true of “self-leveling” concrete.
How is Self Compacting Concrete different from conventional slump concrete?
Self Compacting Concrete  must be highly workable so that it can move under the force of gravity without vibration, during mixing, transportation, handling, and placement. It is so highly flowable
that the conventional slump test cannot distinguish between different levels of Self Compacting Concrete flowability – all would be 280 mm+ (11 in.+) in slump. However, SCC must also be viscous enough so that the mortar suspends and carries coarse aggregate, maintaining a homogenous, stable mixture, resistant to segregation, bleeding, excessive air migration, or paste separation.It must have dynamic stability during mixing, transportation, handling and placement, and static stability during protection and curing. SCC’s workability is a function of its rheology. Conventional concrete brought to 280 mm+ (11 in.+) slump does not have this stability.
What are the limitations of Self Compacting Concrete ?
Application:
Caution should be taken when using SCC in flatwork as it has limited bleeding
characteristics and may be subject to plastic shrinkage cracking if not properly protected and cured. Higher powder contents bleed less than conventional concrete and can also lead to plastic shrinkage cracking if not properly cured.
Production and Quality Control:
Self Compacting Concrete  requires a higher level of quality control than conventional slump concrete. Combined aggregate grading, tightly controlled mix water, controlled cement source, and the use of advanced admixtures require a greater awareness on the part of all production personnel. Processes must be put in place to compensate for normal variation of materials. Key items to monitor are:
• Coarse and fine aggregate grading
• Coarse aggregate void volume
• Aggregate moisture