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Form work, Scaffolding & shoring By Engr. Syed Iftikhar Ahmad

Form Works and Scaffoldings

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Page 1: Form Works and Scaffoldings

Form work, Scaffolding & shoring

By Engr. Syed Iftikhar Ahmad

Page 2: Form Works and Scaffoldings

General

For the different construction activities likeBrick work above 5 ftSurface finishing works like plastering, painting, walling etc.Renovation, repair and alteration works.Roof and slab pouring

Some temporary nature supports and structures are required like

Formwork (Supporting Structure)Scaffoldings (arrangement for working plate forms)Shoring (supporting method for unsafe structure)Underpinning (Method of strengthening an existing

structure’s footing)

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Form work

DefinitionQualities of formworkTypes of formworkFormwork detail for different structural membersRemoval of formworkMaintenance of formworkCost of formworkAdvantages of steel form work

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Definition

Its is an artificial support provided below and around the precast or cast insitue concrete work.Formwork is commonly made of

Steelwood

Formwork construction & casting is of prime importance in concrete industry. It share a significant amount of concrete cost.Formwork is designed according to The ACI document SP-4. It can be purchased fromwww.concrete.org

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Qualities of formwork

It should be according to ACI document SP-4It should be water tightIt should be strongIt can be reusableIts contact surface should be uniformIt should be according to the size of member.

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Types of formwork

Formwork are mainly of two typesSteel formworkWooden formwork

Steel formwork is made of steel sheetsAngle IronTee Iron

Wooden formwork consists of PropsPlanks battensLedgerssheeting

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Formwork detail for different structural members

In concrete construction formwork is commonly provided for the following structural members.FoundationsWall ColumnSlabs & beamsStairs

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Formwork for Foundations

Wall foundationsIt consists of

Plywood SheetingStruts

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Formwork for Foundations

Column FoundationsIt consists of

Side SupportsSide PlanksCleats

Side SupportSide Planks

Cleats

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Formwork for Wall

It consists of Timber sheetingVertical postsHorizontal membersRackersStakesWedges

After completing one side of formwork reinforcement is provided at the place then the second side formwork is provided.

Vertical Posts

Struts

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Formwork for Column

It consists of the following

Side & End PlanksYokeNut & Bolts

Two end & two side planks are joined by the yokes and bolts.

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Column form work

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Formwork for Slabs & beamsIt consists of

Sole platesWedgesPropsHead treePlanksBattenLedgers

Beam formwork rests on head treeSlab form work rests on battens and joistsIf prop height are more than 8’ provide horizontal braces.

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Lintel or Beam Formwork

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Formwork for StairsIt consists of

Vertical & inclined postsInclined members

Wooden Planks or sheetingStringerRiser Planks

Riser Planks

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Removal of formwork

Time of formwork removal depends on the following factors

1. Type of Cement1. Rapid hardening cements require lesser time as

compared to OPC (Ordinary Portland Cement)2. Ratio of concrete mix

1. Rich ratio concrete gain strength earlier as compared to weak ratio concrete.

3. Weather condition1. Hydration process accelerates in hot weather

conditions as compared to cold and humid weather conditions.

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Time of Removal of formworkSr. No Structural Member

OPC (Ordinary Portland

Cement)

Rapid Hardening

Cement1234

5 Beams & Arches (Complete formwork removal) (up to 6 m span)

14 Days 5-8 Days

6 Beams & Arches (Complete formwork removal) (more than 6 m span)

21 Days 8-10 Days

Beam sides, walls & Columns 2-3 Days 2 DaysSlab (Vertical Supports remains intact) 4 Days 3 DaysSlab (Complete Formwork removal) 10 Days 5 DaysBeams (Removal of Sheeting, Props remains intact)

8 Days 5 Days

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Maintenance of formwork

Due to continuous use wooden planks & steel plates surfaces become uneven and require maintenance.For wooden formwork use cardboard or plastic fiber board. Bolt hole places must also be repaired.For steel formwork plates must be leveled by mallet and loose corners must be welded.

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Cost of formwork

For normal works cost of formwork is about 30%-40% of the concrete cost.For special works cost of formwork is about 50%-60% of the concrete cost.Formwork cost is controlled by the following factors

Formwork Material cost Formwork erecting costFormwork removal costFormwork jointing cost (Nails and Cables)Labor charges.

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Advantages of steel form work

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 lessIts strength is more.

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Scaffolding

Definitions– It’s a temporary structure to provide a platform at

different levels of a building for workers and Materials.

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Types of Scaffolding

Following are the types of scaffolds1. Single Scaffolds2. Double Scaffolds3. Ladder Scaffolds4. Cantilever Scaffolds5. Suspended Scaffolds6. Steel or Tubular Scaffolds

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Definition

Scaffold– It is the temporary support system provided for

the construction & maintenance purposes.– It consists of supports and a working plate form

for workers and Materials.Scaffolding– Method of construction of scaffolds is called

scaffolding.

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Single Scaffolds

It consists of– Standards (v

posts)(10 cm)– Putlogs (7.5 x 7.5)– Ledgers (– Wooden boards– BracesUsed for ordinary

buildings

1.2 m

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Double Scaffolds

It consists of– Two rows of standards.– 15 cm, 1.5 m– Shores are provided.

Used for superior works

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Ladder Scaffolds

It consists of

– Brackets for Plate form.

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Cantilever Scaffolds

It consists of– Cantilever– Struts– Standards– Putlogs– Plate forms

It is used above ground level

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Suspended Scaffolds

It consists of – Ropes– Working platformsRopes can be raised

Manually or mechanically

Used for light construction and finishing works of multistory buildings.

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Steel or Tubular Scaffolds

It consists of – Steel tubes (1-1/2” – 2-1/2” diameter)– Coupler or Clamps (to hold pipes in different

positions)– Prop nuts (to hold single pipes)– Bolts, Nuts & washers– Wedge & Clip

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Scaffold pipes

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Coupler or Clamps

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Scaffold fittings

Double Coupler– It joins ledgers and standards.

Swivel Coupler– Composed of two single couplers and used to join two scaffolds at any angle.

Putlog Coupler– Used to join putlogs with transom.

Base Plate– Used at the base of the standards.

Split joint Pin– It’s a connection fitting used to join scaffold tubes.

Reveal Pin– It fit in to the end of a tube to form an adjustable strut.

Putlog end– A flat plate used at the end of a scaffold to convert it in to a putlog.

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Scaffold fittings

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Scaffold fittings

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Prop nuts, clamp and fasteners

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Wedge & Clip

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Standards

BS 1139:Part 2:Section 2.1 (working scaffolds and false work made of steel tubes )NZ 3620 Scaffold PlanksAS 1576 Scaffolding

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Web links for Scaffolding

http://www.advancescaffold.com/international-standard.htmlhttp://www.bhanuudyog.com/product.htm#

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Shoring

DefinitionIt is the method of providing temporary support (shores) to an unsafe structure.

Types of ShoringHorizontal shoring or flying shoringVertical shoring or dead shoringInclined Shoring or flying shoring

Page 44: Form Works and Scaffoldings

Horizontal shoring

It consists of Horizontal beam or strutWall platesCleatsStraining beams

Used to support two adjacent buildings.

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Single Flying Shoring

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Double Flying Shoring

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Vertical shoring It consists of

Dead shoresSole platesNeedlesProps

Used for rebuilding of walls.

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Dead or Vertical Shoring

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Inclined Shoring

It consists of RackersNeedlesCleatsBracesSole plate

Used to strengthen a wall.

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Inclined or Raking Shoring

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Inclined or Raking Shoring (unsymmetrical)

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Raking Shoring Details

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Raking Shoring Details

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Inclined Shoring or Raking Shoring

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Under-Pinning

Definition

Methods of Under-PinningPit methodPile method

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Pit methodOld wall is supported by a bearing plate, steel beam and jacks.Excavation up to new depth is carried out.Foundation is provided for small 5’ (1.5 m) lengths.P.C.C (1:2:4) is provided for new foundation.For proper joint b/w old and new work, strengthening and to avoid settlement vertical steel bars may be added.

Steel Bars

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Pile method

PI LE

PI LE

PI LE

Pile Cap

P.C.C

Hard Strata

P.C.C (1:2:4)

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ACI Document SP-4

Back

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Kicker or Starter

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Inverted Beams