formwork

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Presentation on FORMWORK Presented by Md. Imadul Islam MD.Samiul Islam Md.Tajmul Islam Md.Mahmudul Hasan Prince Kumar Mondal

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Page 1: Formwork

Presentation onFORMWORK

Presented byMd. Imadul IslamMD.Samiul IslamMd.Tajmul IslamMd.Mahmudul HasanPrince Kumar Mondal

Page 2: Formwork

What is formwork?

• Formwork is a mould including all supporting structures, used to shape and support the concrete until it attains sufficient strength to carry its own weight.

• It should be capable of carrying all imposed dead and live loads apart from its own weight.

Page 3: Formwork

Requirements good formwork

1. It should be strong enough to withstand all types of dead and live loads. 2. It should be rigidly constructed and efficiently propped and braced both

horizontally and vertically, so as to retain its shape. 3. The joints in the formwork should be tight against leakage of cement grout. 4. Construction of formwork should permit removal of various parts in desired

sequences without damage to the concrete. 5. The material of the formwork should be cheap, easily available and should be

suitable for reuse. 6. The formwork should be set accurately to the desired line and levels should have

plane surface. 7. It should be as light as possible. 8. The material of the formwork should not warp or get distorted when exposed to

the elements. 9. It should rest on firm base.

Page 4: Formwork

Economy in formwork

• The cost of formwork may range between 30 to 40% of the cost of concrete work.

• Special structure like bridge ,tall chimneys, dams etc; the cost of formwork may range between 50 to 100%.

• The building should be planned in such a way that there are minimum number of various in the size rooms, floor area etc. so as to permit reuse of the formwork moulds repeatedly.

• Formwork shall be made of low cost materials, energy and labor if possible.

• Formwork care and maintenance should be done according to specifications.

Page 5: Formwork

Types of formwork

• Timber formwork • Steel formwork• Plywood formwork• Aluminum formwork• Plastics formwork

Page 6: Formwork

Timber formwork

• It should be well seasoned.• It should be light weight.• It should be easily workable

with nail without splitting.• It should be free from knots.

Page 7: Formwork

Advantage of timber formwork

• Easy handling because it is light weight.• Easy to disassemble. • Damaged parts can be replaced with new one. • Very flexible. • Easy to produce.• Easily available.

Page 8: Formwork

Disadvantage of timber formwork

• Limited size of shape. • Excessive loss of heat.• A very smooth surface will be produced which would give

problems for finishing process. • Limited fixing.

Page 9: Formwork

STEEL FORMWORK

• This consists of panels fabricated out of the thin steel plates stiffened along the edges by small steel angles.

• The panel units can be held together through the use of suitable clamps or bolts and nuts.

• The panels can be fabricated in large number in any desired modular shape or size.

• Steel forms are largely used in large projects or in situation where large number reuses of the shuttering is possible.

• This type of shuttering is considered most suitable for circular or curved structures.

Page 10: Formwork

Advantages of steel formwork

• It can be used for a no. of times.• It is non absorbent.• Smooth finish surface obtained.• No shrinkage of formwork occurs. • Easy to use.• Its volume is less.• Its strength is more.

Page 11: Formwork

Disadvantage of steel formwork

• Limited size or shape.• Excessive loss of heat. • A very smooth surface will be produced which would give

problems for finishing process.• Limited fixing.

Page 12: Formwork

Aluminum formwork

• Manufactured using light weight aluminum. • Made up of aluminum metal frame that provides very sturdy

and durable mold for pouring concrete.

Page 13: Formwork

Advantages of aluminum formwork

• Quickly and accurately assembled.• Reduces the labor cost owing to its easy installation.• Light weight component provides low pressure on the lower part of the

buildings.• Aluminum metal surface offers easy cleaning after concrete is removed.• Faster construction cycles. • Easy to handle. • High quality finishes.• Can be easily recycled. • Can be repeatedly used without losing quality • Safe work platforms.

Page 14: Formwork

Disadvantages of aluminum formwork

• Initial high investment. • Compares very poorly on modifications, against brick work

constructions.• Fear of theft of valuable Aluminum Extrusions & sheets &

hence kit not being complete at critical stages of construction.• Mass Housing projects are not as high for investing in large

number of Aluminum Formwork.

Page 15: Formwork

Plywood formwork

• The plywood is built up of odd number of layers with grain of adjacent layers perpendicular to each other.

• Plywood is used extensively for formwork for concrete, especially for sheathing, decking and form linings.

• There are two types of plywood – internal and exterior. • The interior type is bonded with water resistant glue and

exterior type is bonded with water proof glue.

Page 16: Formwork

Plywood formwork

Page 17: Formwork

Advantages of plywood formwork

• Easily cut to shape on site. • Reusable. • Thinner plywood is used to facilitate bending.• Thicker plywood is used when the weight of concrete caused

a standard thickness plywood to blow out, it might distorting the concrete face.

Page 18: Formwork

Disadvantages of plywood formwork

• The layering effect in plywood makes it porous and susceptible to water damage if exposed over time.

• Plywood becomes heavy when wet and should be covered if left outside to reduce the risk of water damage.

Page 19: Formwork

PLASTIC FORMWORK

• Lightweight • Reusable • Chemical resistant• Fungus and termites resistant • Can be easily cut and nail by

using wood working tools• Non degradable

Page 20: Formwork

Construction of formwork

• Propping and centering.• Shuttering.• Provision of camber.• Cleaning and surface treatment.

Page 21: Formwork

Order and method of removing formwork

• Shuttering forming the vertical faces of walls, beams and column sides should be removed first as they bear no load but only retain the concrete.

• Shuttering forming soffit of slabs should be removed next.

• Shuttering forming soffit of beams, girders or other heavily loaded shuttering should be removed in the end.

Page 22: Formwork

RCC column formwork

Page 23: Formwork

Stair formwork

Page 24: Formwork

Causes of formwork failure

• Improper stripping and shore removal

• Inadequate bracing• Vibration• Unstable soil under mudsills,

shoring not plumb • Inadequate control of

concrete placement• Lack of attention to

formwork details

Page 25: Formwork

Safety precaution

• Material used for the construction of formwork must fulfill the specification.

• Formwork is fixed firmly & properly • Construction area must be protected to prevent

vandalism of formwork.

Page 26: Formwork

Period for removal of formwork

S.No Description of structural member Period of time

1 Walls Columns and vertical sides of beam 1 to 2 days

2 Slab 3 days

3 Beam soffits 7 days

4 Removal of props to slabs:(a)For slabs spanning up to 4.5 m(b) For slabs spanning over 4.5 m

7 days14 days

5 Removal of props to beams and arches(a)Spanning up to 6 m(b)Spanning over 6 m

14 days21 days

Page 27: Formwork

THE END