Showing posts with label Lightweight Concrete. Show all posts
Showing posts with label Lightweight Concrete. Show all posts

26 March 2008

Lightweight Concrete for a Green Home Building


Lightweight Concrete


Lightweight concrete, weighing from 35 to 115 pound per cubic foot, has been used in the United States for more than 50 years. The compressive strength is not as great as ordinary concrete, but it weathers just as well. Among its advantages are less need for structural steel reinforcement, smaller foundation requirements, better fire resistance and most importantly, the fact that it can serve as an insulation material! It can cost more that sand and gravel concrete, and it may shrink more upon drying.


Lightweight concrete may be made by using lightweight aggregates, or by the use of foaming agents, such as aluminum powder, which generates gas while the concrete is still plastic. Natural lightweight aggregates include pumice, scoria, volcanic cinders, tuff, and diatomite. Lightweight aggregate can also be produced by heating clay, shale, slate, diatomaceous shale, perlite, obsidian, and vermiculite. Industrial cinders and blast-furnace slag that has been specially cooled can also be used.


Pumice and scoria are the most widely used of the natural lightweight aggregates. They are porous, froth-like volcanic glass which come in various colors and are found in the Western United States. Concrete made with pumice and scoria aggregate weighs from 90 to 100 pounds per cubic foot.


The rock from which perlite is manufactured has a structure resembling tiny pearls and when it is heated it expands and breaks into small expanded particles the size of sand. Concrete made with expanded perlite weighs between 50 to 80 pounds per cubic foot and is a very good insulating material.


Vermiculite comes from biotite and other micas. It is found in California, Colorado, Montana, and North and South Carolina. When heated, vermiculite expands and becomes a fluffy mass, which may be 30 times the size of the material before heating! It is a very good insulating material and is used extensively for that purpose. Concrete made with expanded vermiculite aggregate weighs from 35 to 75 pounds per cubic foot.


Concrete made with expanded shale and clay is about as strong as ordinary concrete, but its insulation value is about four times better. Pumice, scoria, and some expanded slags produce a concrete of intermediate strength, but with even more impressive value as insulation. Perlite, vermiculite, and diatomite produce a concrete of very low strength, but with superior insulation properties; however these are subject to greater shrinkage. All of these kinds of lightweight concretes can be sawn to some extent, and they will hold fasteners, especially screws.
Lightweight aggregate should be wetted 24 hours before use. It is generally necessary to mix lightweight concrete for longer periods than conventional concrete to assure proper mixing and it should be cured by covering it with damp sand or by using a soaker hose.


The master sculptor/builder who created all of the images in this section is Steve Kornher, who is now living in Mexico. His website, Flying Concrete , describes more about these pictures, and has many more of these amazingly beautiful designs to be seen. Steve can be reached through his website for consultation. He used an unvitrified aggregate, kind of like perlite, but not manufactured; perhaps called tuff. It comes well graded, fine to 1 1/2", with a few rocks which are tossed out. He screens it a bit when doing shells and adds the coarser stuff when doing walls. Walls are mixed 8 espumilla/ one cement / 1/2 lime. Structural roofs are 5/1/ 1/2 -- 2-3" of this, then 3" or more of 8/1. Then 1/8" sand and cement on top, scratched, the same day so he can easily bond the next coat--polish coat or add more lt. wt. roof fill between vaults 10 / 1 / 1/2. Local blocks made out of the stuff are 10/1 vibrated. A dry, fluffy mix weighs about 75 pounds per cu. ft. He figures that 4" = 2" styrofoam, but he isn't sure.












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Finishing Lightweight Concrete Floors


Finishing Lightweight Concrete Floors


Over the past 80 years, more than five hundred thousand (500,000) floors have been constructed with structural lightweight concrete made with Expanded, Shale, Clay and Slate Lightweight Aggregate. The satisfactory performance record of these floors is accepted and well known. In the past few years delamination issues have been reported on both normalweight and lightweight concrete floors when a riding trowel with float pans has been
used.
The purpose of this paper is to offer a better understanding of the construction, finishing and use of lightweight concrete floors.


General


Designers specify lightweight concrete floors because they are cost effective and environmentally efficient.Lightweight concrete has compressive strength compara-ble to normalweight concrete, but it is typically 25% to 35% lighter. Lightweight concrete floors offer design flexibility and substantial cost savings by providing less dead load, improved seismic structural response, longer spans, better fire ratings, thinner sections, smaller size structural members, less reinforcing steel, and lower foundation costs.


Building codes mandate the requirements for fire rated floor assemblies and are explicit with regard to the use of structural lightweight concrete. The concrete used in the floor assembly, and tested in accordance with ASTM E 119, must meet the specified physical properties of density (unit weight) and air content. For UL fire rated lightweight concrete floor assemblies, entrained air contents are specified in the concrete property criteria.


By definition, lightweight concrete is lighter than normalweight concrete. This is made possible by replacing heavy, ordinary aggregate with expanded shale, clay or slate lightweight aggregate, and by maintaining entrained air at approximately 6%. Air entrainment in concrete improves durability and workability, reduces bleeding, and is recommended for lightweight concrete by both ACI 211.2 and ACI 302. For workability and weight reduction, ESCSI recommends 4 to 7 percent air entrainment.


The typical lightweight suspended floor is used with floor coverings for foot traffic in office, commercial, multi-unit residential and institutional buildings. ACI 302 calls this type of floor a Class 2 Floor with a flat and level slab suitable for applied coverings, and having a "light" steel-troweled finish. The floor flatness/levelness tolerances for this floor are FF25/FL20. On some occasions, flatness/levelness tolerances are higher to meet specific design requirements. The "light" steel-trow-eled finish is not the same as a "normal" or "hard" steel-troweled finish recommended by ACI 302 for commercial or industrial floors subject to vehicular traffic.


Concrete Finishing


The increasing call for faster construction and flatter tolerances has increased the use and development of ride-on power trowels with float pans. This equipment is capable of providing flat floors with a minimal amount of labor, and has been used exten-sively on non-air entrained slab-on-grade concrete. It is now being used successfully on many elevated floors which are usually constructed with lightweight concrete. The user of this equipment needs to recognize and adapt to the fact that lightweight concrete is always air entrained at about 6%, and often has a different timing sequence during finishing.


Ride-on power trowels with pan floats impart more energy to the concrete surface at an earlier age than walk-behind power trowels. All power trowels with pan floats exert much lower surface pressures, thereby allowing the contractor to commence finishing sooner with this equipment. This fact is a major contributor to delamination issues.


Concrete Construction, March 1998, pp. 277-283, reported surface pres-sures of 0.36 to 0.98 psi for walk-behinds and ride-on power trowels
equipped with blades, 0.16 to 0.42 psi for pan floats, and 3.3 to 6.0 psi surface pressure for a person walking on the concrete. ACI 302 recom-mends that machine floating be started when the concrete will support a finisher on foot without more than a 1/8 to a 1/4 inch indentation. As a general rule, ACI 302 also recommends that when flatness tolerances are not high, power floating should be started as late as possible. This is indi-
cated when a foot print is barely perceptible.


Problems develop when the floor is power floated prematurely and consequently over worked. This is not a new development. For many decades, delamination has been known to apply to inappropriately timed hand troweling.






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Structural Lightweight Concrete


Structural lightweight concrete made with rotary kiln produced structural lightweight aggregate solves weight and durability problems in buildings and exposed structures. Structural lightweight concrete has strengths comparable to normal weight concrete, yet is typically 25% to 35% lighter. Structural lightweight concrete offers design flexibility and substantial cost savings by providing less dead load, improved seismic structural response, longer spans, better fire ratings, thinner sections, decreased story height, smaller size structural members, less reinforcing steel, and lower foundations costs. Structural lightweight concrete precast elements have reduced trucking and placement costs. The excellent durability performance of structural lightweight concrete made with expanded shale, clay or slate structural lightweight aggregate is a result of the ceramic nature of the aggregate, and its exceptional bond to and elastic compatibility with the cementations matrix.


Structural lightweight aggregate's cellular structure provides internal curing through water entrainment which is especially beneficial for high-performance concrete, (HPC) Internal curing improves the contact zone which mitigates micro cracking. Concrete using ESCS lightweight aggregate has better thermal properties, better fire ratings, reduced autogenous shrinkage, excellent freezing and thawing durability, improved contact zone between aggregate and cement matrix, less micro-cracking as a result of better elastic compatibility, more blast resistant, and has better shock and sound absorption, High-Performance lightweight aggregate concrete also has less cracking, improved skid resistance and is readily placed by the concrete pumping method.


Uses of Structural Lightweight Concrete
• Floors in steel frame buildings, (lightweight concrete on fire-rated steel deck assemblies)
• Concrete frame buildings & parking structures (all types, including post-tensioned floor systems)
• Bridge decks, piers & AASHTO girders
• Specified density concrete
• Lightweight concrete precast & prestressed elements
(beams, double-tees, tilt-up walls, raised access floor
panel planks, hog slats, utility vaults, pipes, ornamentals,
etc.)
• Marine structures, floating docks, ships, & offshore oil platforms • Fill concrete and insulating concrete




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