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Worksite Safety 1 Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V Room No. 322 [email protected] Safety of temporary structures

Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

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Page 1: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Worksite Safety 1

Dr. K.N.Jha

Department of Civil Engineering

Indian Institute of Technology Delhi

Block V

Room No. 322

[email protected]

Safety of temporary structures

Page 2: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

•Why ‘Temporary structures’ do not deserve ‘temporary’

treatment?

•How accidents are caused due to failure of temporary

structures?

Contents2

Page 3: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

• ‘Temporary’ gives a feeling as if it is

something not that important

• But is it the case-

• In RCC Construction, Temporary structures say

formwork• Quality, Economy, Safety

• Consumes about 40-50% of the total cost and about 60-70%

of the time

• Major investment required

Why ‘Temporary Structures’ do not deserve

‘temporary’ treatment?3

Thus ‘TEMPORARY’ is really not ‘Temporary’

Page 4: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Common defects due to poor formwork quality

1. Honey comb

Formwork needs to be designed & built accurately so that the desired size, shape position, correct location, quality and finish of acceptable quality of

the cast concrete are attained.

Quality

Page 5: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Common defects due to poor formwork quality

2. Poor Construction Joint /Offsets in Concrete Joint

Quality

Page 6: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Common defects due to poor formwork quality

3. Plywood Grains Stuck on the Concrete Surface

Quality

Page 7: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

In Building Construction

60% Failure due to Formwork Collapse, Shoring

Collapse, Inadequate Shoring & Lateral Bracing

8% due to premature removal of shore.

18% Failure is due to faulty materials.

Thus Formwork needs to be built adequately so that it is capable of

supporting all dead & live loads without danger to workmen and to the

concrete surface.

Safety7

Page 8: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

How accidents are caused due to failure of temporary

structures?8

Collapse of

one floor

leading to

another

Page 9: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

View of

collapsed

waffle slab

segment

9

Page 10: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Another view

of collapsed

waffle slab

segment

10

Page 11: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

View of the

bent shoring

(due to excess

load)

11

Page 12: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Collapse of

deck slab

between the

two piers

12

Page 13: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Another view

of the

accident site

13

Page 14: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Shoring tower

in position for

the deck slab

adjacent to

the collapsed

slab

14

Page 15: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

View of the

portion of the

slab which

failed due to

concrete

overloading

15

Page 16: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Another view

of the portion

of the slab

which failed

due to

concrete

overloading

(note the

buckled

props)

16

Page 17: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Another view

of the portion

of the slab

which failed

due to

concrete

overloading

17

Page 18: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

View of

portion of

slab and

beam

formwork

which

collapsed

18

Page 19: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Another view

of portion of

slab and

beam

formwork

which

collapsed

19

Page 20: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Failure of Launching Girder20

Collapse of

launching

girder in

Laxmi Nagar

Page 21: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Collapse of under construction metro bridge21

View of

Zamrudpur

under

construction

metro bridge

span collapse

Page 22: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Bridge failure during construction22

view of the

accident site

(photo

courtesy

www.chinapos

t.com.tw)

Page 23: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Bridge failure during construction23

Another view

of the

accident site

(photo

courtesy

www.thehindu

businessline.co

m)

Page 24: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Fall of Girder during construction24

View of

dislocated

shutters

Page 25: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Fall of Girder during construction25

Toppled

Girder lying

on ground

Page 26: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Economy

Corresponds to profitable, careful, efficient and

prudent use of resources for making of the forms.

Formwork cost = Cost of form materials + cost of labor for

making + cost of labor for fixing & removing + cost of

equipment required to handle the form + cost of consumables.

Formwork may cost up to 60% of the total cost of concrete work.

Economy26

Page 27: Worksite Safety - TRIPPtripp.iitd.ernet.in/assets/newsimage/knjha-Structure_Safety.pdf · waffle slab segment 10. View of the bent shoring (due to excess load) 11. Collapse of deck

Heavy investment required to be made in formwork system.

A formwork system once chosen continues to be in use by the organization for long periods. This calls for all the more reasons to select the formwork system carefully.

Traditionally formwork required skilled tradesmen which are in short supply in modern days.

The speed of RCC construction is largely governed by the quantity of formwork materials mobilized.

Other reasons -why formwork is important?