CIV030 Formwork Temporary Structures

Department of CIVIL LIE- Poly

CIV030 - Concrete Technology/ Formwork

Lecture Goals
What is Shuttering / Formwork concrete formwork construction Materials Cost of Formwork Connectors Scaffolding

DEFINITION: FORMWORKS FOR IN-SITU CONCRETE WORK

A mould or box into which wet concrete can be poured and compacted so that it will flow and finally set to the inner profile of the box or mould.

Formwork
Forms are molds to receive concrete in its plastic form. Formwork is temporary structure, as such, it is not normally shown on the drawings.

Formwork for Concrete

Formwork development has paralleled the growth of concrete construction throughout the 20th century. The increasing acceptance of concrete as a major construction material presents the form builder a new range of problems in the development of appropriate sheathing materials and maintenance of rigid tolerances.

 Formwork is a classic temporary structure in the sense that: it is erected quickly highly loaded for a few hours during the concrete placement and within a few days disassembled for future use. Also classic in their temporary nature are the connections, braces, tie anchorages, and adjustment devices which forms need.

Formwork for Concrete

 The term "Temporary Structures" may not fully imply the temporary, since some forms, tie hardware, and accessories are used hundreds of times, which necessitates high durability and maintainability characteristics and design that maximizes productivity. Unlike conventional structures, the formwork disassembly characteristics are severely restricted by concrete bond, rigidity, and shrinkage, which not only restricts access to the formwork structure but causes residual loads that have to be released to allow stripping from the concrete which initiates disassembly.

Formwork for Concrete

 Lumber was once the predominant form material, but developments in the use of plywood, metal, plastics, and other materials, together with the increasing use of specialized accessories have changed the picture. Formwork was formerly built in place, used once, and wrecked. Because of high labor costs in the U.S., the trend today is toward increasing prefabrication, assembly in large units, erection by mechanical means such as flying forms into place by crane, and continuing reuse of the forms.

Formwork for Concrete

In 1908 the use of wood versus steel formwork was debated at the ACI convention. Also, the advantages of modular panel forming with its own connecting hardware, and good for extensive reuse were realized. By 1910 steel forms for paving were being produced commercially and used in the field.

Formwork for Concrete

A 1909 construction scene shows the first application of steel forms for street paving.

 Today modular panel forming is the norm.

Formwork for Concrete

Form Materials and Accessories

Typical wall form with components identified. Plywood sheathing is more common than board 11 sheathing material.

Formwork for Beams and Slabs

Objectives of Form Building

Forms mold the concrete to desired size and shape and control its position and alignment. But formwork is more than a mold; it is a temporary structure that supports:
its own weight + the freshly placed concrete + construction live loads (including materials, equipment, and personel).

Objectives of Form Building

Basic objectives in form building are three fold:
Quality - In terms of strength, rigidity, position, and dimensions of the forms Safety - for both the workers and the concrete structure Economy - the least cost consistent with quality and safety requirements

Cooperation and coordination between engineer / architect and the contractor are necessary to achieve these goals.

Ties
A concrete form tie is a tensile unit adapted to holding concrete forms secure against the lateral pressure of unhardened concrete. A wide variety of ready-made ties with safe load ratings ranging from 1000 lb to more than 50000 lb are used today. They consist of internal tension unit and external holding device, and are manufactured in two basic types:
Continuous single member Internal disconnecting type
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Formwork Materials
Wood
Either all-wood or some wood components

Plywood Aluminum Steel Plastics

Internal disconnecting Type Ties

Internal disconnecting type, in which the tensile unit has an inner part with threaded connections to removable external members which make up the rest of the tensile unit. They generally remain in the concrete.
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 The two types of tying devices are identified commercially by various descriptive names, such as form clamps, coil ties, rod clamps, snap ties, etc. Except for taper ties, the continuos single member type is generally used for lighter loads, ranging up to about 5000 lb safe load. The internal disconnecting type of tie is available for light or medium loads but finds its greatest application under heavier construction loads (up to about 70,000 lb).
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Ties

FORMWORK DESIGN
Loads include in design process are as follows a) Fresh concrete b) Rebar c) Formwork material d) Wind and lateral loads e) Live loads due to Formwork construction - Reinforcing installation - Concrete placement

Plywood Orientation
Weak Orientation of Plywood
(Face grain parallel to span)

Strong Orientation of Plywood

(Face grain perpendicular to span)

Face Grain Direction

Face Grain Direction

Aluminum
Pure aluminum chemically attacked by wet concrete Light weight allow larger forming units High reuse value

Aluminum beam nailer - type

Steel
For heavy concrete work With reasonable care will last indefinitely High initial cost and high handling cost

Objectives of Form Building Economy is a major concern since formwork costs

constitutes up to 60 percent of the total cost of concrete work in a project.
Form w ork Labor Cost Form w ork m aterial cost

Concrete, rebar, footings, placem ent

In designing and building formwork, the contractor should aim for maximum economy without sacrificing quality or safety.

How Formwork Affects Concrete Quality Size, shape, and alignment of slabs, beams, and other concrete structural elements depend on accurate construction of the forms, The forms must be:
Sufficiently rigid under the construction loads to maintain the designed shape of the concrete,Stable and strong enough to maintain large members in alignment, andSubstantially constructed to withstand handling and reuse without losing their dimensional integrity, The formwork must remain in place

until the concrete is strong enough to carry its own weight, or the finished structure may be damaged.

TIMBER FORMWORK
Timber Formwork : For The Slab

Timber Formwork: After Concrete Was Poured

ADVANTAGES OF TIMBER FORMWORK

Among the advantages of timber formwork are as follow: a) Easy handling because its light weight b) Easy to disassemble c) Damaged parts can be replaced with new one d) Very flexible

DISADVANTAGES OF TIMBER FORMWORK

Among the advantages of steel formwork are as follow: a) Cant be used for long. Have limited re-use. Can only be re-used 5 or 6 times b) If the timber is dry, it will absorb moisture from wet concrete which could weaken the resultant concrete member. c) Timber with high moisture content (more than 20 % moisture content), wet concrete will shrink & cup leading to open joints & leakage of grout.

Wall tie

2- 2x 4 wale

2x 4x 10- 0 stud

3/4 plywood sheathing

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2x 4 x 10- 0 brace @ 6- 0

2x 4 sill

2x 4x 3- 0 Stake @ 6- 0

Concrete Footing 254

Timber formwork used for the construction of 2nd and the 3rd floor.

ADVANTAGES OF STEEL FORMWORK

Among the advantages of steel formwork are as follow: a) Very strong and able to carry heavy load b) Easy to be fixed c) Uniform size and surface d) Can be used for a very long time

DISADVANTAGES OF STEEL FORMWORK

Among disadvantages of steel formwork are as follow: a) Limited size or shape b) Excessive loss of heat c) A very smooth surface will be produced which would give problems for finishing process d) Limited fixing (Pemasangan terhad)

STEEL FORMWORK

 The first floor circular columns were constructed using steel column forms. The steel column form should be oiled before concreting.

 After concreting to the first floor columns, the steel column forms were dismantled easily.

ADVANTAGES OF GLASS REINFORCED PLASTIC FORMWORK

Among the advantages of glass reinforced plastic formwork are as follow: a) Very useful for complex shape and special features b) Easy to disassemble c) Light (not heavy) d) Damages on the formwork can be easily be repaired

Permanent Formwork
Its a part of the permanent structure of the building. Permanent formwork is a structural element that is used to contain the placed concrete, mould it to the required dimensions and remain in place for the life of the structure.

Among the Advantages Reducing the skill level needed on site. Increasing the potential for standardisation and repetition. Permitting off-site fabrication in factory conditions followed by scheduled and appropriate deliveries. Speeding up erection times, particularly in building works.

Eliminating the need to strike formwork and falsework. Allowing early access for following or concurrent operations. Eliminating the programme limitations of reuse of formwork.

Causes of Formwork Failure Formwork failures are the cause of many accidents and failures

that occur during concrete construction which usually happen when fresh concrete is being placed. Generally some unexpected event causes one member to fail, then others become overloaded or misaligned and the entire formwork structure collapses.

Formwork collapse causes injuries, loss of life, property damage, and construction delays

Causes of Formwork Failure

The main causes of formwork failure are:

1 - Improper stripping and shore removal 2 - Inadequate bracing 3 - Vibration 4 - Unstable soil under mudsills*, shoring
not plumb 5 - Inadequate control of concrete placement 6 - Lack of attention to formwork details.
*Mudsill: A plank, frame, or small footing on the ground used as a base for a shore or post in formwork.

Causes of Failure

Improper Stripping and Shore Removal

Premature stripping of forms, premature removal of shores, and careless practices in reshoring can produce catastrophic results.

Case study:

Too early shore removal at

Bailey's Crossroads in Virginia (1972): 26-stories + apartment building Forms were supported by floors 7-days old or older Failure occurred on the 24th floor, where it was shored to the 5-day-old 23rd floor. The overloaded 23rd floor failed in shear around one or more columns, triggering a collapse that carried through the entire height of the building.

Causes of Failure

Inadequate Bracing

The more frequent causes of formwork failure, however, are other effects that induce lateral force components or induce displacement of supporting members. Inadequate cross bracing and horizontal bracing of shores is one of the factors most frequently involved in formwork accidents. Investigations prove that many accidents causing thousands of dollars of damage could have been prevented only if a few hundred dollars had been spent on diagonal bracing for the formwork support.

Causes of Failure

Inadequate Bracing Use of Diagonal Bracing

High shoring with heavy load at the top is vulnerable to eccentric or lateral loading.

Diagonal bracing improves the stability of such a structure, as do guys or struts to solid ground or competed structures.

Causes of Failure

Inadequate Bracing The main exhibition floor of the New York Coliseum collapsed when concrete was being placed. Forms for the floor slab were supported on two tiers of shores.
Case study: New York Coliseum Formwork collapse, where rapid delivery of concrete introduced lateral forces at the top of high shoring.

Causes of Failure

Inadequate Bracing Use of Diagonal Bracing Case study: New York Coliseum Increased diagonal bracing was added to all remaining shoring, following partial collapse of formwork.

Causes of Failure

Inadequate Bracing Use of Diagonal Bracing

When a failure occurs at one part, inadequate bracing may permit the collapse to extend to a large portion of the structure and multiply the damage. Suppose a worker accidentally rams or wheelbarrow into some vertical shores and dislodges a couple of them. This may set up a chain of reaction that brings down the entire floor. One major objective of bracing is to prevent such a minor accident or failure from becoming a disaster.

Causes of Failure

Vibration

Forms sometimes collapse when their supporting shores or jacks are displaced by vibration caused by: passing traffic movement of workers and equipment on the formwork the effect of vibrating concrete to consolidate it. Diagonal bracing can help prevent failure due to vibration.

Causes of Failure

Unstable Soil under Mudsills, Shoring not Plumb

Formwork should be safe if it is adequately braced and constructed so all loads are carried to solid ground through vertical members. Shores must be set plumb and the ground must be able to carry the load without settling. Shores and mudsills must not rest on frozen ground; moisture and heat from the concreting operations, or changing air temperatures, may thaw the soil and allow settlement that overloads or shifts the formwork. Site drainage must be adequate to prevent a washout of soil supporting the mudsills.

Causes of Failure

Inadequate Control of Concrete Placement

The temperature and rate of vertical placement of concrete are factors influencing the development of lateral pressures that act on the forms. If temperature drops during construction operations, rate of concreting often has to be slowed down to prevent a build up of lateral pressure overloading the forms. If this is not done, formwork failure may result. Failure to regulate properly the rate and order of placing concrete on horizontal surfaces or curved roofs may produce unbalanced loadings and consequent failures of formwork.
Fresh Concrete H

Causes of Failure

Lack of Attention to Formwork Details

Even when the basic formwork design is soundly conceived, small differences in assembly details may cause local weakness or overstress loading to form failure. This may be as simple as insufficient nailing, or failure to tighten the locking devices on metal shoring. Other details that may cause failure are:
Inadequate provisions to prevent rotation of beam forms where slabs frame into them on the side. Inadequate anchorage against uplift for sloping form faces. Lack of bracing or tying of corners, bulkheads, or other places where unequal pressure is found.

 OSHA (Occupational Safety and Health Administration) regulations, ACI recommendations,

and local code requirements for formwork should be followed. Supervision and Inspection Platform and Access for Workers Control of Concreting Practices Improving Soil Bearing and Bracing Shoring and Reshoring Relationship of Architect, Engineer and Contractor Maintaining and Coordinating Tolerances Preparing a Formwork Specification

Planning for Safety

Form Materials and Accessories

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Parts of typical slab formwork

Form Materials and Accessories

Engineered Wood Products

Plywood
Plywood is widely used for job built forms and prefabricated form panel systems. Plywood is a flat panel made of a number of thin sheets of wood. A single sheet in the panel may be referred to as a ply, or layer. A layer may consist of a single ply or it may be two or more plies laminated together with their grain direction parallel.
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Form Materials and Accessories

Plywood
Plywood at the bottom face grain parallel to span is used the strong way. With face grain perpendicular to the span direction, the specimen at the top is used the weak way.
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Vertical Loads
Vertical loads on formwork include:
the weight of reinforced concrete the weight of forms themselves (dead load) the live loads imposed during the construction process (material storage, personnel and equipment). The concrete weighs 150 pcf, it will place a load on the forms of 12.5 psf for each inch of slab thickness. i.e., a 6-inch slab would produce a dead load of 12.56 = 75 psf (neglecting the weight of the form)
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Vertical Loads

Live load including power buggy and the concrete crew

(A minimum live load of 75 psf is recommended for design where power buggies are used) 61

Vertical Loads
When slab form members are continuous over several supporting shores, dumping concrete on one span of the form member may cause uplift of the form in other spans. Forms must me designed to hold together under such conditions. If form members are not secured to resist this uplift, they should be built as a simple pan.

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Lateral Pressure of Fresh Concrete

Loads imposed by fresh concrete against wall or column forms differ from the gravity load on a horizontal slab form. The freshly placed concrete behaves temporarily like a fluid, producing a hydrostatic pressure that acts laterally on the vertical forms. This lateral pressure is comparable to full liquid head when concrete is placed full height within the period required for its initial set.

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Lateral Pressure of Fresh Concrete

With slower rate of placing, concrete at the bottom of the form begins to harden and lateral pressure is reduced to less than full fluid pressure by the time concreting is completed in the upper parts of the form. The effective lateral pressure a modified hydrostatic pressure has been found to be influenced by the weight, rate of placement, temperature of concrete mix, use of retardant admixtures, and vibration.
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Factors Affecting Lateral Pressure on Forms

Weight of concrete Rate of placing (the average rate of rise in the form) Vibration Temperature (affecting the set time) Other variables
Consistency of concrete Ambient temperature Amount and location of reinforcement Maximum aggregate size (MSA) Cement type, etc.

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Form Design
When the material for formwork have been chosen, and the anticipated loading estimated, a form should be designed strong enough to carry the anticipated loads safely, and stiff enough to hold its shape under full load. At the same time the builder or contractor wants to keep costs down by not overbuilding the form.
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CONCRETE FORMWORK

 Formwork being erected

 Most of the pads and concrete footing poured

 Formwork for the parkade walls is built for each pour

 Most of the parkade walls been completed

STRIPING TIME
Deviation from specified dimensions of cross-section of columns and beams Deviation from dimensions of footings 1) Dimensions in plan + 12 - 6 MM

+ 50mm -12

Eccentricity

0.02 times the width of the footing in the direction of deviation but not more than Somnl

Thickness

f 0.05 times the specified thickness

STRIPING TIME
Type of formwork
Vertical formwork to columns, walls, beams Soffit formwork to slabs(Props to be refixed immediately after removal of formwork)

Minimum period
16-24 h 3 days

Soffit formwork to beams (Props to be refixed immediately after removal of formwork)

7 days

STRIPING TIME
Type of formwork Props to slabs: 1) Spanning up to 4.5 m 2) Spanning over 4.5 m Props to beams and arches: 1) Spanning up to 6 m 2) Spanning over 6 m Minimum period

7 days 14 days

14 days 21 days

ANY QUESTIONS??????

 Before we ENDS

Precautions to be taken during concrete Operations regarding Formwork.