Singhaiankit4thcreditresearchformwork-170212222708.pdf

Formwork 4th Credit Research - Construction Means and Methods Ankit Singhai [email protected] CEE420 – Construction Productivity Prof. Liang Y Liu

Formwork and Formwork System •

Formwork is defined as a temporary structure whose purpose is to provide support and containment for fresh concrete until it can support itself •

Molds the concrete to the desired shape and size, and controls its position and alignment

•

Also called shuttering, concrete formwork, concrete form

•

Formwork has been in use since the beginning of concrete construction

•

Formwork System: The total system of support for freshly placed concrete

•

•

Including the mold or sheathing which are in contact with the concrete

•

Also includes supporting members, hardware, and necessary bracing

Engineered structures - required to support loads such as fresh concrete, construction materials, equipment, workers, impacts etc. •

Should be able to withstand all these loads without collapse or excessive deflection

Economy of Formwork •

Largest cost component of a concrete structural frame

•

Cost of formwork exceeds the cost of the concrete and/or steel

•

Design of formwork - proper design considerations lead to a significant cost saving

•

•

Saving includes both direct and indirect costs

•

Formwork efficiencies accelerate the construction schedule

•

Increased jobsite productivity, improved safety, better quality and reduced potential for errors

Formwork cost accounts for 40 to 60 percent of the cost of the concrete frame and for approximately 10 percent of the total building cost

Design of Formwork •

Economy in formwork begins with the design of a structure

•

And continues through the selection of form materials, erection, stripping, care of forms between reuses, and reuse of forms

•

It is possible to modify the design slightly to achieve economy without impairing the usability of the structure

•

The designer can integrate constructability into the project by allowing three basic concepts: •

Design repetition

•

Dimensional standards

•

Dimensional consistency

Design Considerations •

Preparing structural and architectural designs simultaneously – improved constructability

•

Choosing materials and methods that will be required to make, erect, and remove the forms

•

Design the structural members to comply with the standard dimensions of the forms

•

Design for reuse •

Same size of columns, beams, slabs etc.

•

Equal spacing or similar placement as much as possible or practicable

•

Specify the same widths for columns and column-supported girders to reduce or eliminate the cutting and fitting of girder forms into column forms

•

Specify beams of the same depth and spacing on each floor by choosing a depth that will permit the use of standard sizes of lumber, without ripping, for beam sides and bottoms, and for other structural members.

Integrated Concrete Formwork Life Cycle

Formwork Material •

•

Materials used for forms for concrete structures include •

Lumber, plywood, hardboard, fiberglass, plastics, fiber forms, corrugated boxes, steel, aluminum, magnesium, and plaster of paris

•

Additional materials include nails, bolts, screws, form ties, anchors, and other accessories

Forms frequently involve the use of two or more materials

Properties of Formwork Material •

Material should be cheap and re usable,

•

It should be practically water proof, so that it should not absorb water from concrete,

•

Swelling and shrinkage should be minimum,

•

Strong enough to with stand all external loads,

•

Deflection should be minimum,

•

Surface should be smooth, and afford easy striping,

•

Light in weight, so that easy to transfer,

•

Joints should be stiff, so that lateral deformation and leak is minimum

Lumber Lumber used for formwork that is finished on all sides is considered as Surfaced4-Sides (S4S) lumber

•

Cross-sectional dimensions of lumber are designated by nominal sizes

•

•

Actual dimensions are less than the nominal dimensions

•

It is surfaced on all sides and edges

Available in lengths that are multiples of 2ft (18ft max)

Nominal & dressed sizes of S4S Dry Lumber

•

Plywood •

Plywood is used extensively for formwork for concrete •

Used for sheathing, decking, and form linings

•

Gives smooth surface finish to the concrete

•

Easy handling during construction

•

Most common material used for formwork

•

Available in varied thickness and lengths

•

Plywood may be manufactured with interior glue or exterior glue •

exterior-glue plywood used for formwork

•

Lengths from 4-ft widths and 8-ft

•

Thicknesses from ¼ in. through 1¹⁄8 in.

•

Larger sizes also available, such as 5ft wide and 12ft long

•

Manufactured to precise tolerances •

•

•

Tolerance within 1/16 in. – both width, length and thickness

Plywood is made in panels consisting of odd numbers of plies •

Each placed at right angles to the adjacent ply

•

Waterproof glue used to join them together and edges sealed against moisture

Plywood grades (graded by the veneers of the plies) – •

Veneer Grade N or A - highest grade level; Grade N is intended for natural finish; Grade A is intended for a plane-table surface; has no knots or restricted patches

•

Veneer Grade B has a solid surface but may have small round knots, patches, and round plugs - commonly used for formwork

•

Veneer Grade C – lowest grade of exterior-glue plywood

Plyform •

Special product produced by plywood industry for use in forming concrete

•

It is exterior-type plywood limited to certain species of wood and grades of veneer •

Ensures high performance as a form material

•

Proprietary term - applied only to specific products that bear the trademark of APA—The Engineered Wood Association

•

Available in two classes Plyform Class I and Plyform Class II • Class I is stronger and stiffer than Class II •

•

Recommended where formwork is subjected to very high pressures during concreting, or where conditions like marine environment exists

•

Coated with High-Density Overlay (HDO) - surface treatment of hard, smooth, semi-opaque, thermosetting resin-impregnated materials

Tempered Hardboard •

Sometimes used to line the inside surfaces of forms

•

Manufactured from wood particles •

Impregnated with a special tempering liquid and then polymerized by baking

•

Produces concrete surface free of blemishes and joint marks

•

Can be bent – advantageous for casting curved members

•

Standard sheets - 4ft wide by 6, 8, 12, and 16ft long

Fiber Form Tubes •

Fabricated as round fiber-tube forms

•

Available in lengths up to 50ft with inside diameters ranging from 12in. to 48in. - increments of 6 in.

•

Waterproof coatings for Fiber Form Tubes:•

Plasticized treatment – used where the forms are to be removed and a clean finish is required

•

wax treatment - used where the forms will not be removed or where the condition of the exposed surface of the concrete is not important

•

Fiber form tubes can be used only once

•

Manufactured by wrapping successive layers of fiber sheets spirally and gluing them together to produce the desired wall thickness •

Spiral effect on the surface of the concrete

•

Seamless also available but more expensive

Steel Forms •

Steel forms are stronger, durable and have longer life than timber formwork and their reuses are more in number

•

Steel forms can be installed and dismantled with greater ease and speed.

•

The quality of exposed concrete surface by using steel forms is good and such surfaces need no further treatment.

•

Steel formwork does not absorb moisture from concrete.

•

Steel formwork does not shrink or warp

•

Two broad types •

prefabricated into standard panel sizes and shapes

•

fabricated for special uses

Aluminum Forms •

Forms made from aluminum are in many respects similar to those made of steel

•

Aluminum forms are lighter than steel forms •

•

Primary advantage when compared with steel

Wet concrete can chemically attack aluminum •

Desirable to use aluminum alloys in resisting corrosion from the concrete

•

Aluminum alloy truss used in flying forms

•

Cast aluminum alloy molds are used to form ornamental concrete products •

Also used to produce textures on the surfaces of concrete walls

Plastic Forms •

•

Fiberglass plastic forms used for unique shapes and patterns in concrete •

forms are lightweight,

•

easy to handle and strip, and

•

they eliminate rust and corrosion problems

Can be manufactured in factory setting only – requires careful temperature and humidity controls

CONSTRUCTION OF FORMWORK •

Propping and centering: The props used for centering may be of steel, timber post.

•

Shuttering: Shuttering can be made up of timber planks or it may be in the form of panel unit made either by fixing ply wood to timber frames or by welding steel plates to angle framing.

•

Provision of camber: Certain amount of deflection in structure is unavoidable. It is therefore desirable to give an upward camber in the horizontal member of concrete structure to counteract the effect of deflection.

•

Surface treatment: Before laying concrete the formwork should be cleaned of all rubbish particularly the sawdust savings & chippings etc. Before laying concrete the face of formwork in contact with concrete shall be cleaned & treated with release agent like raw linseed oil or soft soap solution as to prevent the conc. getting struck to the formwork

Forms for Footings •

Concrete footings and foundations are defined as those components of structures, relatively low in height, whose primary functions are to support structures and equipment •

Wall footings and low foundation walls

•

Column footings

•

Footings for bridge piers

•

Foundations for equipment

•

Footings are usually constructed in excavated ground trenches

•

Materials used for forms include lumber, plywood, hardboard, steel, and fiber tubes

Formwork for Foundation Walls & Grade Beams •

Foundation walls are constructed on and along wall footings

•

Height - usually varying from 2ft to 6ft, so the pressure on the forms will be less than that on forms for major walls

•

Panels 2ft wide, in lengths that are multiples of 2ft, up to 8ft, will permit the use of 4x8ft sheets without waste

•

Forms for Grade beams are similar to foundation walls; height being comparatively smaller

Concrete footing and foundation wall All-wood form panels for concrete footings

Erection of Formwork for Footings

Formwork for Concrete Footing •

The selection of forms for concrete footings will depend on the size and shape of the footings and the number of times the forms can be reused without modification •

Rectangular footings with constant cross sections are easily formed; stepped footings are more complicated

•

Formwork for footing can be erected and stripped rapidly and reused many times if other footings have the same dimensions

•

many types of forms that can be used for concrete footings, depending on the footing shape

Formwork for footing

Formwork for large footing

Formwork for stepped footing

Formwork for circular footing

Formwork for Walls •

Forms for walls may be divided into one of three categories: •

Those that are built in place, using plywood for sheathing and lumber for studs and wales

•

Prefabricated, job-built panels, using plywood sheathing, attached semi-permanently to forms made from lumber, such as 2 × 4 or 2 × 6 S4S lumber

•

Patented form panels, using plywood facings attached to, and backed up by, steel or wood, or a combination of steel and wood forms 1⁄16

•

For a single use, built-in-place forms are usually the most economical

•

For multiple uses, where standard-size panels can be reused without modification •

it may be desirable to use either job-built or patented-type panels

•

if there are enough reuses, patented panels may be cheaper than job-built panels because of the longer life and possible lower labor costs for erecting and dismantling them

•

The common thicknesses of 4-ft-wide by 8-ft-long sheets of plywood used for wall forms are 3/4, 7⁄8, and 1 in

•

Smaller thicknesses may be used as form liners.

•

Thicknesses of 1 in. and 11⁄8 in. are available for heavy formwork

Terms related to Job-Built formwork for wall •

Sheathing is the plywood on each side of the wall against which the fresh concrete is placed. The sheathing provides resistance to the pressure of the freshly placed concrete.

•

Studs are the members to which the sheathing is attached. Studs provide support for the sheathing.

•

Wales, are usually double 2 × 4, 2 × 6, or larger lumber with separators, are installed on opposite sides of wall forms, perpendicular to the studs, to hold the studs in position, to ensure good alignment for the forms, and to receive the form ties. Other names by which this member is called are walers or waling. The wales provide support for the studs.

•

Strongbacks sometimes are installed perpendicular to wales to provide additional strength and rigidity to high forms.

Terms related to Job-Built formwork for wall •

Top plates are installed and fastened to the tops of studs as parts of the panel frames.

•

Bottom plates are installed and fastened to the bottoms of studs as parts of the panel frames.

•

Sole plates are placed and fastened along each side of wall footings to provide initial alignment and support for wall forms. Also, the use of sole plates permits easy use of form ties near the bottom of wall forms.

•

Braces, fastened to one side of the forms and to stakes set in the ground about 8 to 10 ft apart, prevent the forms from shifting when the concrete is placed. If the sole plates are not securely fastened to the footing, braces should also be attached to the bottoms of the forms on one side of the wall.

•

Form ties, with a clamping device on each end, are installed through the forms to resist the bursting pressure exerted by the concrete. Form ties provide support for the wales

Span length and spacing of components of wall form Forms for walls with offsets

Forms for walls with batters

Details of wall form with pilaster/ wall corner

Forms for walls with offsets

Forms for wall with counterforts

Forms for wall of circular tank, less than 30 ft in diameter

Forms for wall of circular tank, 30 ft or more in diameter

Gang Forms •

Prefabricated form panels connected together to produce large reusable units.

•

Large sections, or complete details of modular panels, are assembled first and then moved into position for pouring the concrete.

•

Gang forms are usually lifted by crane or rolled to the next location

•

Advantages:•

• •

•

Safe construction - With the installation of cages, safety boards, handrail and working board, Gang- form will prevent any job accidents Improved concrete quality - Excellent concrete finish on buildings of 30 floors even or more. Reduced Cost - Produced at the factory, jobsite workers only need to assemble and install the Gang-form, thus, it allows a reduction of labor time and cost. Parallel concrete finishing - Workers can finish the concrete and form setting on 4th and 5th level of working boards at the same time, which reduce duration of work.

Jump Form System •

Jump form systems (taken to include systems often described as ‘climbing form’) comprise the formwork and working platforms for cleaning and fixing the formwork, steel fixing and concreting.

•

The formwork supports itself on the concrete cast earlier so does not rely on support or access from other parts of the building.

•

Jump form systems are suitable for construction of vertical concrete elements in high-rise structures, such as core walls, lift shafts, stair shafts and bridge piers.

•

Systems are normally modular and can be joined to form long lengths to suit varying construction geometries.

•

Three types of jump form are in general use: • • •

•

Normal jump or climbing form units are individually lifted off the structure and relocated at the next construction level using a crane. Guided-climbing jump form units also use a crane but often provide greater safety and control during lifting as the units remain anchored to or are guided by the structure. Self-climbing jump form systems do not require a crane as they climb up rails on the building by means of hydraulic jacks, or by jacking the platforms off recesses in the structure. It is possible to lift multiple units in a single operation.

Working platforms, guard rails and ladders are generally built into the completed formwork systems, along with complete wind-shield protection when necessary.

Jump Form System

Formwork for Columns •

Conventional formwork for columns is made of sheathings nailed together to form rigid sides. Typically, formwork for concrete columns has four sides.

•

Column form sides are held together by yokes or clamps. Another function of these yokes is to prevent the buckling of sheathing resulting from the horizontal lateral pressure when the fresh concrete is placed

•

Concrete columns are usually one of five shapes: square, rectangular, L-shaped, octagonal, or round •

Forms for the first four shapes are generally made of Plyform/plywood sheathing backed with either 2 × 4 or 2 × 6 vertical wood battens.

•

Column clamps surround the column forms to resist the concrete pressure acting on the sheathing.

•

Forms for round columns are usually patented forms fabricated of fiber tubes, plastic, or steel.

•

However, all shapes of columns can be made of fiberglass forms

Forms for square column

Forms with rotating locking device

Column form with steel clamps and steel wedges

Modular Column Forms

All-Metal Forms for Rectangular Forms

Round Column Forms – Plastic/Steel

Spring-Open Round Fiberglass Forms

Formwork for Floor Slabs •

Floor Slabs: - There are many types of concrete floor slabs, including, but not limited to, the following: •

Concrete slabs supported by concrete beams

•

Concrete slabs of uniform thickness with no beams, designated as flat slabs

•

Fiberglass dome forms for two-way concrete joist systems

•

Metal-pan and concrete-joist-type slabs

•

Cellular-steel floor systems

•

Corrugated-steel forms and reinforcement floor systems

•

Concrete slabs on steel floor lath

•

Forms for concrete beams and slabs should provide sufficient strength and rigidity at the lowest practical cost, considering materials, labor, and any construction equipment used in making, erecting, and removing them.

•

Consideration must be given to both the static dead load and any impact loads that may be applied to the forming system

Related Terms •

Decking is the solid plywood panels that form the floor of the formwork against which the fresh concrete is placed. It provides resistance to the vertical pressure of the freshly placed concrete.

•

Joists are the members under the decking that provide support for the floor decking

•

Stringers are members under the joists that provide support for the joists

•

Shores are members that support the joists and stringers and beam bottoms for beam-slab forming systems

Forms for concrete beams and slab with intermediate stringers

Form panels for flat-slab concrete floor Forms for a flat-slab concrete floor

Formwork for Beams •

A beam is a structural element that is capable of withstanding load primarily by resisting against bending.

•

The bending force induced into the material of the beam as a result of the external loads, own weight, span and external reactions to these loads is called a bending moment.

•

Beams are characterized by their profile (shape of cross-section), their length, and their material.

•

Most beams in reinforced concrete buildings have rectangular cross sections, but a more efficient cross section for a beam is an I or H section which is typically seen in steel construction

•

A thin walled beam is a very useful type of beam (structure). The cross section of thin walled beams is made up from thin panels connected among themselves to create closed or open cross sections of a beam (structure). Typical closed sections include round, square, and rectangular tubes

Forms for a spandrel beam

Forms for a concrete beam and slab

Form Details for Beams Framing into Girders •

If Plan A is used, the opening through the side of a girder form is made equal to the dimensions of the beam. The beam sides and the soffit are cut to a length that will permit them to fit against the girder side, with the insides of the beam sides and the top of the beam soffit flush with the opening through the girder side. The beam soffit rests on, and the beam sides bear against, cleats attached to the girder sides. This method is used where the forms for the beam are to be stripped before the forms for the girder are stripped

•

Using Plan B, the opening through the girder sides is made large enough to permit the ends of the forms for the beam to extend into the forms for the girder flush with the face of the concrete girder. This plan is used where the forms are to be stripped from the girder before the forms are stripped from the beam. The same methods may be used in framing forms for the beams and girders into forms for columns.

Forms for Architectural Concrete •

•

Forms for Architectural versus Structural Concrete •

When concrete is used for structural purposes only and the appearance of the surface is not of primary importance, the essential requirements of the forms are strength, rigidity, and economy. This permits greater freedom in the choice of materials for forms, and the demands of quality of workmanship in fabricating and erecting forms are not as great as for forms used to produce architectural concrete.

•

Architectural concrete differs from structural concrete in that the appearance or color of the exposed surfaces of the forms may be more important than the strength of the members. The properties of fresh concrete are such that it may be cast or molded to produce any shape that forms can be made. A variety of colors may also be obtained by adding a color admixture to the concrete mix or by adding a surface coating after the concrete has hardened

Quality of the finished concrete is limited by the quality of the forms, it is necessary to exercise care in selecting the materials for the forms •

high-quality craftsmanship is required in building and stripping the forms of architectural concrete if the desired effects are to be achieved with a satisfactory degree of perfection

•

It may be desirable to provide 2- by 2-ft samples to the worker before starting construction to define the quality of workmanship that is required of the final product

Form Liners •

Special surface finishes can be achieved by attaching form liners to the inside faces of forms

•

Used for providing surface finish in architectural concrete

•

•

•

form liners can be used to achieve an extremely smooth surface, or

•

to achieve a particular textured finish on the concrete surface

Different types of materials ca be used as form liners, depending on the desired finish •

plywood, hardboard, coatings, and plastics

•

attached to the sides of forms with screws, staples, or nails

releasing agent should be applied to the form liner to ensure uniformity of the concrete surface and to protect the form liner for possible reuse

Patterns of Form liners

Wood Molds for Architectural Concrete •

Wood molds are used as formwork to cast ornamental designs for cornices, pilasters, belt courses, water tables, and other members for architectural concrete.

•

These molds are best adapted to ornaments requiring the use of standard moldings or moldings that can be made in a mill.

•

A form unit consists of an assembly of several parts and pieces to produce the specified profile or design for the concrete

•

Even when wood is carefully oiled prior to its use with formwork, there is a tendency for it to swell when it is wet. •

•

•

For this reason, consideration should be given to the selection of the types, sizes, and arrangements of the component parts when detailing wood molds. Because wide and thick molds will swell more than narrow and thin molds, the former are more likely to bind and damage the ornaments in the concrete. Thus, it is desirable to use the narrowest and thinnest pieces from which the mold can be made with adequate strength

Plaster Waste Molds for Architectural Concrete •

Where the ornamental details for architectural concrete are so intricate and complicated that it is impossible to use wood molds, plaster molds are used.

•

Because these molds are destroyed in stripping, they are called waste molds. Plaster waste molds are not as common today as they have been in the past.

•

Casting resins, plastics, and synthetic rubber have replaced much of the architectural concrete work that has been done in the past by plaster waste molds.

•

Waste molds are made of casting plaster containing jute fiber, and they are reinforced to prevent breakage during handling and erection.

Metal Molds for Architectural Concrete •

Metal forms and molds are sometimes used for architectural concrete.

•

Because concrete tends to adhere to galvanized steel, black iron should be used for formwork. The surface in contact with the concrete should be oiled with a bond breaker.

•

Corrugated metal sheets can be used to form fluting on pilasters, piers, and spandrel beams

Slipforms •

Slipform means a continuously moving form, moving with such a speed that concrete when exposed has already achieved enough strength to support the vertical pressure from concrete still in the form as well as to withstand lateral pressure caused by wind etc.

•

The slipform method of concrete construction is used for forming both horizontal and vertical concrete structures. It is often used for forming highway pavements as a continuous operation

•

Following are typical types of concrete structures that have been constructed with the slipform method: •

Single-cell silos

•

Multi-cell silos

•

Buildings

•

Piers

•

Towers

•

Water reservoirs

•

Vertical shafts for tunnels and mines

•

Vertical shafts for missile launching bases

•

Chimneys

Slipforms •

The forms for the slipform method of construction consist of the following basic parts: •

Sheathing - For structures that include walls with inner and outer surfaces, two sets of sheathing are required

•

Wales or ribs - They support and hold the sheathing in position; support the working platform; support the suspended scaffolding; transmit the lifting forces from the yokes to the form system; act as horizontal beams between the yokes to resist the lateral pressures of the concrete

•

Yokes - They transmit the lifting forces from the jacks to the wales; also hold the sheathing in the required positions and resist the lateral pressures of the concrete

•

Working platform or deck (one or more)

•

Suspended scaffolding - The scaffolding suspended under the forms allows finishers to have access to the concrete surfaces, which usually require some finishing

•

Lifting jacks - Jacks used to lift the forms are of three types: electric, hydraulic, and pneumatic. The jacks provide the forces required to pull the forms upward as the concrete is placed

Details of working floor and scaffold assembly for slipforms

Details of a hydraulic jack for lifting slipforms

Order and Method of Removing Formwork •

General rule of thumb for formwork removal:•

Shuttering forming vertical faces of walls, beams & column sides should be removed first.

•

Shuttering forming soffit to slab should be removed next.

•

Shuttering forming soffit to beams, girders or other heavily loaded member should be removed in the end

Formwork Type

Removal Time (days)

WALLS COLUMNS & VERTICAL SIDES OF BEAMS

1 to 2

SLABS

3

BEAM SOFFIT

7

REMOVAL OF PROPS TO SLABS SPANNINIG UPTO 4.5M

7

REMOVAL OF PROPS TO SLABS SPANNINIG OVER 4.5M

14

REMOVAL OF PROPS TO BEAMS AND ARCHES SPANNING UPTO 6 MTS

14

REMOVAL OF PROPS TO BEAMS AND ARCHES SPANNING OVER 6 MTS

21

Failure of Formwork •

•

A failure may result in a collapse of part or all of the forms. •

It may result in a distortion or movement of the forms that will require the removal and replacement of a section of concrete.

•

Repairs, such as expensive chipping and grinding operations, may be required to bring the section within the specified dimension limitations.

•

Failures should not and will not occur if the formwork is constructed with adequate strength and rigidity

Major Causes of Failures of Formwork •

Improper or inadequate shoring

•

Inadequate bracing of members

•

Lack of control of rate of concrete placement

Failure of Formwork •

Major Causes of Failures of Formwork •

Improper vibration or consolidation of concrete

•

Improper or inadequate connections

•

Improper or inadequate bearing details

•

Premature stripping of formwork

•

Errors in placement of reshoring

•

Improper, or lack of, design of formwork

•

Inadequate strength of form material

•

Failure to follow codes and standards

•

Modifications of vendor-supplied equipment

•

Negligence of workers or supervisors

Prevention of Formwork Failures •

The safety of workers is a concern of all parties: owners, designers, and contractors. Safety is everyone’s responsibility, including workers in the field, supervisors, and top management. Following is a list of rules that can be used to reduce the potential of formwork failures and provide a safe working environment during formwork construction and dismantling:•

Prepare a formwork plan that includes detailed drawings and written specifications for fabricating, erecting, and dismantling of the formwork. The plan should be prepared by a person who is competent in the design of formwork

•

Follow all state, local, and federal codes, ordinances, and regulations pertaining to formwork, shoring, and scaffolding

•

Ensure compliance of all OSHA rules and regulations

•

Follow all instructions, procedures, and recommendations from manufacturers of formwork components used in the formwork

•

Survey the jobsite for hazards, such as loose earth fills, ditches, debris, overhead wires, and unguarded openings

•

Ensure adequate fall protection for workers during erection of formwork, pouring of concrete, and dismantling of formwork

•

Inspect all shoring and scaffolding before using it. Make a thorough check of the formwork system after it is erected and immediately before a pour

•

Post guidelines for shoring and scaffolding in a conspicuous place and ensure that all persons who erect, dismantle, or use shoring are aware of them

Rough Cost Estimation for Formwork •

The total cost of concrete structures includes the cost of material, labor, and equipment

•

Formwork - [area of contact – surface area that concrete will be in contact with the forms; e.g., Square Foot of Contact Area (SFCA)]

•

Methods of Rough Cost Estimation: •

Unit Cost per Function Estimate

•

Unit Area Cost Estimate

•

Unit Volume Cost Estimate

•

Partial Takeoff Estimate

•

Rough estimation, cost for formwork is usually calculated as percentage of total concrete work cost.

•

For common nature work, cost is: 30- 40% of the total cost for concrete work.

•

For specialty work, cost is: 50- 60% of the total cost for concrete work.

Detailed Cost Estimation for Formwork Costs considered while estimating the total cost of formwork Material Cost

• • • • • • •

Plywood Lumber Form ties Nails Clamps (for column forms) Oil – for treatment of forms prior to each use Form liners (if applicable) – for textured/architectural finishing

Labor Cost

• •

Making, erecting, removing, and cleaning the forms

Steps involved in Detailed Cost Estimation •

Determine Material Cost

•

Determine Fabrication Cost

•

Determine Cost of Erecting formwork

•

Determine Cost of Stripping formwork

•

Determine Cost of Shoring System, if applicable

•

Add Wastage Factor wherever applicable

•

Obtain Cost per Square-foot by dividing Total Cost by Total Area

Equipment Cost (possibly)

• • •

Lifting crane for handling material (if applicable) Transportation, Operation and maintenance

Material Cost •

Estimating books like RS Means include tables for estimating material quantities (e.g., give minimum & maximum of plywood, lumber, form ties quantities based on wall height)

Labor Cost •

Estimating books like RS Means include tables of production rates (e.g., give minimum & maximum number of labor-hours required to do a specified amount of work)

Labor-hours in the table, already, INCLUDE an adjustment for realistic efficiency (45-50min per hour)

Material & Labor for Wall Forms

Material and Labor Costs for Column and Beam Forms

Material and Labor Costs for Concrete Flat Slab Forms

Factors Affecting Productivity of Formwork Operation •

Repetition – increases productivity of crew involved in making formwork

•

External Disruptions like severe weather, accidents, labor strike etc. decrease the productivity of crew

•

Internal Disruptions like improper sequencing, untimely material supply/delivery, poor coordination are some of the factors that impede the productivity rates in the worst manner.

•

Poor Material Handling also decreases the productivity

•

Effective coordination has a beneficial effect on the productivity of crew

•

Overtime – Working multiple shifts and overtime for prolonged period of time decreases the productivity of the crew. The decrease in productivity is not significant initially, but in long run it has considerable impact

•

Rework is always detrimental to crew productivity. It not only decreases productivity, but also increases the cost

•

Formwork shape, size, height, assembly and placement method etc. also have significant impact on productivity

Summary of various factors affecting Productivity •

Manpower Factors: - Lack of experience, absenteeism, misunderstanding among labors, age, lack of competition among labors, disloyalty

•

External Factors: Supervision delay, incomplete/ variations in drawings, design changes, rework, inspection delays, payment delays, complexity of design, government laws, level of training

•

Communication Factors: change orders from owners and designers, lack of communication between owner, contractor, subcontractor, disputes with designer and owner

•

Resource Factors: lack of required construction tools, equipment and materials, poor lighting condition, poor site condition, material storage location, poor access within construction site, quality of work required

•

Miscellaneous Factors: shortage of water/power supply, accidents, weather condition, working overtime, undefined project objective etc.

Formwork Production Rates Task / Description Ground Beams, < 0.7m2

Slow 1.1

Ave 1.7

Fast 1.8

Units m2/hr

Ground Beams, 0.7-1.5m2

1.7

1.8

2.5

m2/hr

Ground Beams, 1.5-3.0m2

1.8

2.5

2.6

m2/hr

Ground Beams, 3.0-5.0m2

2.5

2.6

3.5

m2/hr

Beams, on erected falsework, width 100200mm Beams, on erected falsework, width 200300mm Beams, on erected falsework, width 300500mm Walls, Fully Framed Formwork/Struts, 1.02.0m2 Walls, Fully Framed Formwork/Struts, 2.05.0m2 Walls, Fully Framed Formwork/Struts, over 5.0m2 Walls, Construct Kickers

0.9

1.0

1.1

m2/hr

1.0

1.1

1.3

m2/hr

1.2

1.3

1.5

m2/hr

0.9

1.8

1.9

m2/hr

1.0

2.2

2.5

m2/hr

1.2

2.5

2.9

m2/hr

5.3

7.1

10.0

m2/hr

Formwork Production Rates Task / Description Columns, Construct Kickers, direct to slab

Columns, Construct Kickers, suspended from soffit slab Columns, Square Sides, Timber Clamp/Prop, csa < 0.1m2 Columns, Square Sides, Timber Clamp/Prop, csa 0.1-0.4m2 Columns, Square Sides, Timber Clamp/Prop, csa over 0.4m2 Columns, Square Sides, Steel Forms, 1.5 x 1.5 x 9.0m high Columns, Square Sides, Steel Forms, 2.0 x 2.0 x 9.0m high Columns, Square Sides, Steel Forms, 2.0 x 4.0 x 9.0m high Columns, Round Sides, Sacrificial Plastic Mould, 3.0-4.0m dia Columns, Round Sides, Steel Mould, 3.04.0m dia Ground Slabs

Slow 3.2

Ave 4.1

Fast 5.4

Units no/hr

1.2

2.8

3.2

no/hr

1.3

1.6

1.8

m2/hr

1.8

2.1

2.4

m2/hr

2.0

2.3

2.5

m2/hr

7.9

9.5

10.3

m2/hr

6.9

7.5

8.3

m2/hr

8.5

10.2

12.0

m2/hr

3.5

4.5

6.0

m2/hr

5.2

6.5

7.5

m2/hr

1.0

1.5

1.8

m2/hr

References – Research Papers and Books •

Shumway, I. V., & James, D. (1992). A comparative analysis of concrete formwork productivity influence factors. PENNSYLVANIA STATE UNIV UNIVERSITY PARK DEPT OF CIVIL ENGINEERING.

•

Hanna, A. S. (1999). Concrete formwork systems. CRC Press.

•

Oberlender, R. L. P., & Garold, D. (2011). Formwork-for-Concrete-Structures-4th-Edition.

•

Gundecha, M. (2012). Study of factors affecting labor productivity at a building construction project in the USA: web survey (Doctoral dissertation, North Dakota State University).

•

RS Means Building Construction Cost Data, 74th Annual Edition (2016)

•

RS Means Building Construction Cost Data, 73rd Annual Edition (2015)

•

CEE 422- Construction Cost Analysis - Lecture Notes and Slides

•

CEE 498- Construction Equipment & Methods – Lecture Notes and Slides

References - Websites •

https://www.wikipedia.org/

•

Google Images

•

http://www.slideshare.net/

•

Google Scholar

•

http://theconstructor.org/

•

YouTube.com

•

http://civildigital.com/

•

http://www.methvin.org/construction-production-rates/concretework/formwork