constructing concrete forms course

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    Constructing ConcreteForms and Reinforcement  

     The National Association of 

    Certied Home Inspectors

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    Definitions of terms associated

    with form construction:• Footer form (footing) - a continuous slab of concrete that

    provides a solid, level foundation for block and other masonry.

    • Construction joint - place here one pouring of concrete stops

    and another starts. !lso called a "cold joint#.• Control joint - planned break hich permits concrete to e$pand

    and contract ithout cracking.

    • %einforced concrete - concrete slabs or structures that are

    strengthened ith embedded steel rods or ire mesh.

    • &ale - a heavy plank e$tending along the sides of ooden

    concrete forms for reinforcement of the ' $ studs. 

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    Selecting materials for concrete

    forms. • *etal forms

    • +ynthetic materials

    • &ood (most commonly used). t should be straight,sound lumber, free of knots, decay and other defects.

    Commonly, forms are steel framed plyood.

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    Well constructed concrete forms

    should be:• +ubstantial enough to retain their correct shape hen filled.

    Freshly mi$ed concrete e$erts great pressure since concrete

    eighs from / to 0/ lbs. per cubic foot.

    • 1ight to prevent the escape of the ater-cement paste, becausethe loss of ater ill change the strength of the remaining

    mi$ture.

    • Constructed so they can be easily filled from a truck or

    heelbarro.

    • 2asily removed after the concrete has hardened.

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    Construction of forms.

    • 3se soft, clean, straight lumber.

    – $ 3se spruce ' $ or ' $ 4 for form because it ill not arp as bad as yello pine.

    – $ 3se green lumber hen possible because it does remove the ater from the freshconcrete like kiln dried lumber ill.

    • +harpen stakes evenly so they can be driven in straight.• 5lace stakes about / inches apart along the outside of the form for inch thick

    concrete. 5lace the stakes close hen the concrete is more than inches thick.

    • 3se a transit or level to adjust the height of forms for the desired slope or fall of

    the slab.

    • 6rive nails through the form and into, but not through, the stakes.

    • 7e sure the stakes do not stick up above the top of the form. f they do, sathem off so they are level ith or tapered don from the form.

    • For smooth alls use plyood panels. 

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    Form 8ayout

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    Types of points.• solation joints

     9 3sed to separate floors from points of abutment ith alls

    columns, or building footings.

    • Control joints

     9 *ay be properly called crack control joint.

    • 1o prevent random cracking, predetermine the crack location by

    making a crack control joint or by saing into the floor to make a

    eakened plane so that the crack ill occur here you ant it.

    • Construction joints

     9 Created here concrete stopped and later as started again.

     9 *ost construction joints are actually a combination of a control

     joint and a construction joint.

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    Corner 8ayout

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    Forming the :utside &all

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    Forming the nside &all

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    Types of reinforcement 

    • +teel bars

     9 +teel reinforcing bars have ridges that increase the bond beteen the

    concrete and the steel.

     9 7ars may be ordered by number or by diameter. t is available in

    diameters from ; to inch and over. 1hey may be purchased in '/,/, or 4/ foot lengths.

     9 1he si

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    Types of reinforcement

    • &elded ire fabric

     9 =enerally available in a 4 by 4 inch pattern and consist of number 4, >, or /

    gauge ire.

     9 3sed for jobs re?uiring relatively light reinforcement.

     9 3sed to help reduce the cracking due to changes in temperature and moisture in

    the concrete. 9 %einforcement ire fabric needs to be placed so it is protected by an ade?uate

    coverage of concrete.

     9 8ap elded ire a minimum of inches or at least one full spacing plus to

    additional inches.

    • Fiberglass fibers

     9Fibers may be mi$ed in concrete mi$tures for increased tensile strength.

     9 7y using the fibers in the mi$ture the fibers are mi$ed completely from the top to

    the bottom of the slab.

     9 Cost is comparable to the price of elded ire fabric.

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    Form 5anel 6etails

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    Form 5anel +i

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    Footings and foundations 

    • o substitute for an ade?uate foundation, hich is the key part

    of every building.

    •  !de?uate footing provides a stable base and directly affects

    both the life and performance of the building.• 5rotects against rats, mice termites, ater and the elements.

    • Foundation consists ofD

     9 ts bed, ith the earth giving support

     9 ts footing, the idened part of the structure resting upon the bed

     9 ts all, the structural part resting upon the footing.

    • 1he si

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    Footings and foundations

    oad!carrying capacities of Soils

    Type of soil  Tons per s". ft. 

    +oft clay 1

    Firm clay or fine sand  2

    Compact fine or loose coarse sand  3

    8oose gravel or compact coarsesand 

    4

    Compacted sand-gravel mi$ture  6

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    Footings and foundations

    •  !ppro$imate ratio of foundations si

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    Care of concrete forms 

    • Forms should be coated ith used motor oil.

    • 3se paraffin oil diluted ith kerosene or ben

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    #. Sta$e %.

    Tie& Snap

    '. 'race (.

    Spreader 

    C. Tie& )* + ,* -.

    Tie& Wire

    D. Sheathing .Footing

    Constructed

    &ooden Forms

    Custom made and

    used for certaincustom foundation

    ork.

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    oints Commonly 

    3sed in Concrete Construction 

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    Control Eoints

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    %einforcing !ffectsD +trength of Concrete

    +tructuresD %einforce Concrete to ncrease 1ensile +trength

     

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    Reinforcing For  Concrete

     

    +teel

    %einforcing 7ars (%e-%od)'/ 8engths

    +i

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    Reinforce For  Concrete

    &ire Fabric *esh

    0 H 0/ %olls 4 H 4 /, >, 4 I =age  H , / I =age

     

    1 1ensile +trength nstallation

    4/,/// - B/,// 5+ :verlap mesh plus

      '

    inches

     

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    Concrete is strengthened greatly by the addition of

    steel rods or wire mesh 

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    Footing rebar must be laid in

    such a manner as to allo for

    concrete movement.

    2nds are tied, not continuous

    or elded.

    nterior and e$terior rebar

    should e$change at corners

    ntersections should e$tend to

    the e$terior 

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    The footer should be as thic$ as the wall resting on it is wide.

    The footer should also be at least twice as wide as the wall.

    Concrete footers are placed below the frost line to pro4ide a

    solid base for masonry walls.