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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15 March 2008

PRECAST Septic & Pump Tanks, by MODCON



Modern Concrete manufactures watertight concrete septic tanks of the highest quality in the industry. Our attention to detail, and consistent quality assurances have made our tanks the first choice of engineering and design professionals that insist on truly top notch products for their projects. With a variety of configurations both dual and single compartment and sizes ranging from 1000 gallons to 10,000 gallons, it's a safe bet that Modern will have the right choice for your application.

In addition to precast septic tanks, Modern offers complete septic systems by Infiltrator Sytems. For more information, please call our Environmental & Wastewater Division at 610-847-7204.


Source : http://concreteprecast.blogspot.com/2007/11/septic-pump-tanks-by-modcon.html





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PRECAST Storm-water System & Recharge Tanks, by MODCON



Modern offers a full range of systems. When you select a storm-water system from Modern, you get much more
than a product - you get a dedicated team of specialists
and technical experts to deliver the service you want and the results you need. We customize every storm-water project, so your site receives the best solution every time.

In recent years, recharge tanks have seen a resurgence in on-site storm-water retention facilities. Their ease of installation, compact design, & cost effective characteristics make recharge tanks a great option for engineers, designers, and the regulatory agencies when planning their storm-water systems.


In addition to precast storm-water systems, Modern offers complete subsurface detention/retention systems by ADS/StormTech.

For more information, please call our Environmental & Wastewater Division at 610-847-7204.


Source : http://concreteprecast.blogspot.com/2007/11/storm-water-system-recharge-tanks-by.html




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PRECAST Grease Interceptor



Every business that disposes of grease, fats or oil should have a grease interceptor to prevent these materials from entering and clogging sewer lines.

Interceptors work by separating the grease and oils from wastewater. Greasy wastewater entering the interceptor passes through a vented flow control fitting that regulates the flow of the wastewater. The wastewater then passes over a series of separator baffles, or regulating devices within the interceptor, that separates grease, fat and oil. The grease then floats to the top of the interceptor and accumulates until manually removed. The wastewater continues to flow through the interceptor, into a discharge pipe, and then to the sewer system. Modern is ready to meet the needs of our commercial & institutional consumers with a full selection of fat, oil & grease interceptors.


Modern offers FOG HOG® fat, oil & grease interceptors from BioMicrobics which combine a proven grease/water separation process with a new lightweight, noncorrosive, durable, operator-friendly interceptor design. The FOG HOG is easily installed in the commercial kitchens of restaurants, cafeterias, motels, hotels, and other institutions where food is prepared. The FOG HOG is PDI and IAPMO certified and removes more than 95% of fat, oil and grease from high-strength wastewater .

For more information, please call our Environmental & Wastewater Division at 610-847-7204.


Source : http://concreteprecast.blogspot.com/2007/11/grease-interceptor.html





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PRECAST Oil/Water Separator, by MODCON



Modern provides hydrodynamic separators by Dual-Vortex. The FloGard® Dual-Vortex Hydrodynamic Separator provides enhanced gravity separation of suspended stormwater pollutants in a compact configuration. Particle settling or floatation is accelerated by centripetal forces induced by the tangential flow pattern augmented by a highly circuitous flow path. The unit uses two independent cylindrical separators: Low flow is diverted by the inlet to the first separator, while moderate flow begins to overflow the first control weir and enter the second separator. Settled particles collect in the bottom storage area of the unit which is isolated from the fluid outlet, minimizing resuspension. Floating debris and oils are temporarily held at the top of each separator and deposited in the upper storage area by peak storm events. Once the unit treatment capacity is exceeded, excess flow breaches a second control weir at the inlet and passes through the bypass pipe without decreasing the treatment flow or re-entraining captured pollutants. For information on Dual-Vortex, visit www.kristar.com.

For more information, please call our Environmental & Wastewater Division at 610-847-7204.


Source : http://concreteprecast.blogspot.com/2007/11/oilwater-separator-by-modcon.html





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PRECAST Aerobic Treatment Unit, by MODCON



Modern offers systems by Bio-Microbics. These systems are integrated with Modern's high quality precast septic products. The Bio-Microbics RetroFAST® wastewater treatment systems are used as an enhancement for conventional septic systems and provide a simple upgrade to renovate biologically failed septic systems. RetroFAST also reduces the concentration of high strength waste, making it a good fit for many troubled systems. When used with new home construction, the RetroFAST delivers high levels of treatment to help assure the clogging layer never forms in the first place. For more information on the RetroFast system, visit www.biomicrobics.com.

Modern sells, services, and maintains these systems in accordance with all NSF standards. For more information, please call our Environmental & Wastewater Division at 610-847-7204.


Source : http://concreteprecast.blogspot.com/2007/11/aerobic-treatment-unit-by-modcon.html




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Precast Concrete Pipe, by Sherman-Dixie



Precast Concrete Pipe

Reinforced Concrete Pipe is the most durable and economical of all piping products. Recommended for installations where:
Low, moderate or severe cover and/or live load conditions exist.
Structural failure might endanger life or property. (Reinforced pipe, even after ultimate failure, retains its shape and will not collapse.)
Sizes

Reinforced Concrete Pipe is readily available in round diameters of 12" through 144" and elliptical sizes equivalent to 18" to 60" pipe.
Description

Precast concrete pipe is the standard by which all drainage pipe materials are measured. Despite competitive hype - structural integrity, proven durability, and continued "least risk" designs are the major reasons why design engineers continue to choose concrete pipe over flexible pipe materials for "sustainable design" of their drainage projects.
Available Specifications
ASTM C76/AASHTO M170 - Reinforced Concrete Culvert, Storm Drain and Sewer Pipe
ASTM C361 - Reinforced Concrete Low Head Pressure Pipe
ASTM C655 - Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe
ASTM C443/AASHTO M198 - Joints for Circular Concrete Sewer
ASTM C-507 - Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe
Application

Reinforced Concrete Pipe is produced for the following:
Sanitary Sewers
Storm Sewers
Culverts
Detention Systems
Low Pressure Force Mains
Joints

Full range of choices to fit project requirements from "soil-tight" to "water tight" seals, designed to exceed applicable ASTM and AASHTO standards to Bell and Spigot, O-Ring, Single Offset and Straight Wall designs.
Quality

All precast concrete pipe is manufactured according to stringent national quality control standards of the American Concrete Pipe Association (ACPA).


Source : http://concreteprecast.blogspot.com/2007/11/sherman-dixie-precast-concrete-pipe.html




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PRECAST Manhole Section, by American Concrete Industries



One of American Concrete's special structures. This is a 8' Ø Pond Outlet Structure that went onsite to a local school in Maine. The structure had a precast concrete wall cast into the center vertically to adjust the height of the overflow. The placement of these pieces were done by one of our mobile Palfinger Cranes, with a capacity of 25 tons.


Source : http://concreteprecast.blogspot.com/2007/11/american-concrete-industries-manhole.html




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PRECAST Box Culvert, by HANSON



When height or depth restrictions demand wide, shallow conduits to handle anticipated flows, Hanson Box Culverts are the practical solution. They're superior to cast-in-place box culverts, long-span metal arches, short bridges and multibarrel culverts. What's more, the functional, flexible design lends itself to a wide variety of applications, and they meet all applicable specifications.


Precast Box Culverts are ideal for situations where depth or height restrictions demand wide, shallow conduits to handle required flows, as well as: Installations where circular or elliptical concrete pipe cannot provide adequate flow capacity
As a superior substitute for cast-in-place box culverts, long-span metal arches, short bridges and multibarrel circular culverts or drains

Applications
Precast Box Culverts can be used for the following: Highway culverts
Railroad culverts
Short-span highway bridges
Storm drains
Extension of existing box culverts
Livestock, pedestrian or golf cart undercrossings
Utility tunnels
Underground stormwater retention systems
Groundwater recharge systems
To replace existing open channels or ditches, enabling land to be used productively
Jacked or tunneled installations


Sizes
Precast Box Culverts are normally available in spans of 3 feet (.914m) through 12 feet (3.6m), with a variety of rises. Some markets produce spans to 20 feet. Contact your local Hanson representative for specifics.

Linings/Coatings
A variety of linings and coatings are available as dictated by project conditions.

Support Elements
Precast headwalls and wingwalls are available for most sizes.

Applicable Specifications ASTM C1433 - Precast Reinforced Concrete Box Sections for Culverts, Storm Drains and Sewers
State DOTs
OPSS 1821 - Ontario Provincial Standard Specification 1821, material specification for precast reinforced concrete box culverts and box sewers.


Source : http://concreteprecast.blogspot.com/2007/11/hanson-box-culvert.html




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Arch Reinforced Concrete Pipe




Arch Reinforced Concrete Pipe is recommended for installations where: Minimal, moderate or severe cover conditions exist
Structural failure might endanger life or property - reinforced pipe does not collapse or lose its shape even after ultimate failure
Strength of pipe is a concern because RCP is the strongest available pipe
Hydraulic capacity is a concern because RCP has a Manning coefficient of 0.012
Live load conditions exist
Find products by application
Box Culverts
Bridge
Drainage
Gravity Pipe
Highway Noise Barriers
Pressure Pipe
Protective Lining Systems
Railroad
Stormwater Quality Devices
Structural/Architectural
Tunnels/Trenchless
Utility
Miscellaneous Precast



Sizes
Arch Reinforced Concrete Pipe is normally available in diameters equivalent to 15 inches through 72 inches.

Applications
Arch Reinforced Concrete Pipe can be used for the following: Highway culverts
Railroad culverts
Short-span highway bridges
Storm drains
Utility tunnels
Underground stormwater retention structures
Groundwater recharge systems
To replace existing open channels or ditches, and enable land to be used productively
Jacked or tunneled installations


Joints
Arch Reinforced Concrete Pipe is produced with tongue and groove joints for packing with mastic joint compound, preformed mastic or butyl gaskets or mortar.

Linings/Coatings
A variety of linings and coatings are available as dictated by project conditions.

Applicable Specifications
The following specifications apply to Arch Reinforced Concrete Pipe: ASTM C506/AASHTO M259 - Arch Reinforced Concrete Culvert, Storm Drain and Sewer Pipe
State DOTs


Source : http://concreteprecast.blogspot.com/2008/02/arch-reinforced-concrete-pipe.htmlArch Reinforced Concrete Pipe




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14 March 2008

Bigest PRECAST Box Culvert Tunnel



"Just look our new product. This is Our Bigest Box Culver Ever made this far. With 8m width and 4.5m height, this box culvert used as a tunnel to connect between Terminals and apron in Adisucipto Airport in Jogjakarta. This box culvert use be an underpass below railroad". I found this article and think that in INDONESIA there is precaster that can do this marvelous job. Can you see?, a man that stand under those box?. Its a huge Box Culvert. When i get this article, i have found those precaster name. They called PT. LISA CONCRETE INDONESIA.


Source : http://lisaconcrete.blogspot.com/2008/01/our-big-box-culvert-tunnel.html



Introduction for Precast Concrete Wall Systems


Introduction


Architectural precast concrete has been used since the early twentieth century and came into wide use in the 1960s. The exterior surface of precast concrete can vary from an exposed aggregate finish that is highly ornamental to a form face finish that is similar to cast-in-place. Some precast panels act as column covers while others extend over several floors in height and incorporate window openings.


In most cases, the architect selects the cladding material for appearance, provides details for weatherproofing, and specifies performance criteria. The structural engineer designs the structure to hold the cladding, designates connection points, and evaluates the effects of structural movement on the cladding. The precast concrete manufacturer designs the cladding for the specified loads, erection loads, connection details, and provides for the weatherproofing, performance and durability of the cladding itself.


Precast concrete wall systems offer a wide variety of shapes, colors, textures, and finishes to the designer. As a result, the assessment of samples is a key component in the use of precast concrete. The majority of the review and approval process is conducted at the precast plant prior to precast panel production. This assessment is in addition to the quality control and field testing that takes place during the production phase.


Typically, each precast panel is independently supported to the building structure using an assemblage of metal components and anchors. Joints around each of the precast panels are usually filled with sealant.





Description



Precast Panel Types for Building Envelopes


There are generally four types of precast panels used as part of building envelopes:
Cladding or curtain walls
Load-bearing wall units
Shear walls
Formwork for cast-in-place concrete


Precast cladding or curtain walls are the most common use of precast concrete for building envelopes. These types of precast concrete panels do not transfer vertical loads but simply enclose the space. They are only designed to resist wind, seismic forces generated by their own weight, and forces required to transfer the weight of the panel to the support. Common cladding units include wall panels, window wall units, spandrels, mullions, and column covers. These units can usually be removed individually if necessary.


Load-bearing wall units resist and transfer loads from other elements and cannot be removed without affecting the strength or stability of the building. Typical load-bearing wall units include solid wall panels, and window wall and spandrel panels.


Precast concrete shear wall panels are used to provide lateral load resisting system when combined with diaphragm action of the floor construction. The effectiveness of precast shear walls is largely dependent upon the panel-to-panel connections.


In some cases, precast panels are used as formwork for cast-in-place concrete. The precast panels act as a form, providing the visible aesthetics of the system, while the cast-in-place portion provides the structural component of the system.
Support and Anchorage Systems


The connections for precast concrete panels are an important component of the envelope system. Precast manufacturers utilize numerous different types of anchors but they are often characterized as gravity and lateral types of connections.


The primary purposes of the connection are to transfer load to the supporting structure and provide stability. The criteria used to design precast connections including but not limited to:
Strength
Ductility
Volume change accommodations
Durability
Fire resistance
Constructability
Joints and Joint Treatments


The numerous joints in a precast concrete envelope are an important aspect of the facade design. The joints between precast units or between precast and other building components must be maintained to prevent leakage through the precast wall system.


Joint design should consider the structural, thermal, and all other factors that affect the performance and movement of a joint. The joint seal should of course be adequately designed to withstand the movement of the joint.
Common Backup Wall Elements


In commercial construction, the most common back-up wall element for architectural precast concrete wall systems is an insulated, metal stud back-up wall assembly.



Source : http://www.wbdg.org/design/env_wall_precast_concrete.php




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