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Tilt-Up Concrete

Frequently Asked Questions

 

1. What is the typical thickness of a panel?

    The minimum thickness for commercial walls is generally 5½ inches, with 7¼

    inches the most typical thickness (reinforced with 1.3 to 2.5 psf of reinforcing).

 

2. What is the minimum-size building that is economical?

    Some as small as 5,000 square feet can be economical, if they are relatively

    tall. Several small buildings clustered together may also prove economical.

    Special finishes on the walls, such as exposed aggregate or form liners, may

    make Tilt-Up an economical choice.

 

3. What is the minimum-height building that is economical?

    Panels up to 96 feet in height have been used in some areas, but special

    cranes and spreader bars are required for panels over 30 feet in height. It is

    generally better to have the panels all nearly the same height and less than 30

    feet.

 

4. Is there any limit to the number or location of panel openings?

    There is no real limit to the number or location of openings, but their locations

    can be critical. Openings closer than the minimum distance from the end of

    the panel supporting a concentrated roof load can add considerable

    reinforcing, thickened concrete or steel columns. The minimum distance is

    one-eighth the eave height or two feet, whichever is less.

 

5. What size crane is needed to lift the panel?

    It is best to let the crane company determine this, based on the size and

    weight of panels involved. A rule of thumb for the size, however, is two to

    three times the weight of the panel.

 

6. Are there any site conditions that limit tilt-up construction?

    Yes, the following should be considered:

         Access by the crane to the job site.

         Relatively flat terrain for the crane's operation.

         The presence of any power lines, ditches, railroad tracks, or other

           obstructions which limit crane operation.

         The presence of other buildings very close to where panels must be

           placed.

 

7. What really holds the tilt-up panels in place?

    The roof structure acts as a diaphragm to horizontally support the wall at the

    top, and the curb on the footing supports it laterally at the bottom. The panels

    are generally not connected together in order to allow for expansion and

    contraction without cracking. The panels are only positively connected to the

    roof at their centers near the top.

 

8. What information is needed to bid a building, and how long does it

    take?

    With the preliminary floor plan, desired height, wall finishes, mansards, roof

    type, preliminary soil report, and building code jurisdiction, it may be

    permitted to be completed in a week.

 

9. What information is needed to design and detail a building, and

    how long does it take?

    The finalized floor plan, soil report, and decisions on all the bid options are

    needed, along with any planning commission requirements. With this

    information, the design and detailing for plans to submit to the building

    department will take a minimum of four weeks.

 

10. How do you insulate a tilt-up wall?

     Tilt-Up, much like most structural envelopes, can receive insulation on the

     inside through the use of furring systems, or on the outside with EIFS.

     However, the most effective method of insulating Tilt-Up walls is known as

     the "sandwich" method. This involves placing a layer of insulation between a

     structural concrete layer and an architectural or non-structural concrete layer

     during the casting of the panel, and then tilting this entire construction as a

     panel. This method is made possible by structurally connecting the two

     concrete layers through the insulation layer. As soon as the panel is erected

     to its final position, the inside layer becomes structural and load-bearing,

     while the outer concrete layer is suspended from it to allow for temperature

     changes without cracking. It is critical that these two layers remain

     independent from each other with the exception of the connection through

     the insulation. TCA Member Companies that supply these sandwich systems

     include Composite Technologies Corporation and Owens Corning.

 

11. What is the fire resistance of a tilt-up panel?

     The fire resistance of Tilt-Up walls is easily referenced and/or calculated in

     the current UBC and IBC codes. Fire resistance is related to an R rating that

     determines time duration based on the thickness and type of material.

     Whether a solid concrete panel or an insulated sandwich panel, Tilt-Up fire

     resistance can be determined with little effort.

 

     The following table is from the data contained in both the UBC and

     IBC codes. It shows the relative thickness required for each aggregate type

     to meet the listed fire resistance rating.

 

 

Fire Resistance of Single-Layer Concrete Walls

(UBC / IBC Tables)

 

Aggregate Type

Minimum Equivalent Thickness (inches)

   1 hour  1½ hours  2 hours 3 hours 4 hours
Siliceous

3.5

4.3

5.0

6.2

7.0

Carbonate

3.2

4.0

4.6

5.7

6.6

 

 

     For more information on fire rating Tilt-Up concrete panels, order the TCA

     Fire Resistance Reference Topic. Additional references can be found in

     Concrete Technology Today from the PCA in Vol. 23 No. 1 [458KB pdf] on page

     4 and in Vol. 24 No. 3 [745KB pdf] on page 5.

 

 

ConcreteAnswers for Architects, Engineers and Developers:

 

Concrete

Answers.org

 

ConcreteParking.org

 

ConcreteStreets.org

 

Pervious
Pavement.org

 

GreenConcrete.info

 

FlowableFill.org

 

SelfConsolidating

Concrete.org

 

GreenRoofTops.org

 

 

 

 

 

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