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SONA COLLEGE OF TECHNOLOGY DEPAK.M ANANTHARAJ.A PRE-FINAL YEAR Paper on: REPAIR AND REHABILITATION OF STRUCTURES
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Page 1: repair-and-rehabilation-ppt.pdf

SONA COLLEGE

OF

TECHNOLOGY

DEPAK.MANANTHARAJ.APRE-FINAL YEAR

Paper on:REPAIR AND REHABILITATION OF STRUCTURES

Page 2: repair-and-rehabilation-ppt.pdf

ABSTRACT Latest techniques in repair and rehabilitation of

structures

Causes of structural failure

Principles of rehabilitation of structures

Major repair works carried out in RCC members

Shotcrete method (Guniting)

Form & Pump Technique

Page 3: repair-and-rehabilation-ppt.pdf

INTRODUCTION

A large stock of existing structures and infrastructure are deteriorated with use and time and might have passed their design life and require retrofitting and rehabilitation

Many of the existing structures were designed to codes that have since been modified and upgraded.

Change in use or higher loads and performance demands require modifications and strengthening of structural elements.

Page 4: repair-and-rehabilation-ppt.pdf

CAUSES OF STRUCTURAL FAILURE

SITE SELECTION AND SITE DEVELOPMENT ERRORS

DESIGN ERRORS

CONSTRUCTION ERRORS

MATERIAL DEFICIENCIES

OPERATIONAL ERRORS

Page 5: repair-and-rehabilation-ppt.pdf

PRINCIPLES OF REHABILITATION ELIMINATION

Remove the materials that cause damage to buildings. This is no easy matter, because everything from the floor to the roofing may contain various undesirable materials in the form of additives and admixtures.

SEPARATIONSome things just can't be eliminated, but can still be

protected. Use sealants or foil backed drywall to separate structures from damage causing sources.

VENTILATIONControlled, filtered ventilation may be the only way to

insure that the air we bring indoors is ideal. High humidity air or extremely low humidity air can cause significant damage to concrete, plaster and brick walls.

Page 6: repair-and-rehabilation-ppt.pdf

WETMIX SHOTCRETE Premixing of all

ingredients including binder, water, aggregates and admixtures

The premixed repair materials are deposited into a pump which transports the materials to an exit nozzle where compressed air is introduced.

Page 7: repair-and-rehabilation-ppt.pdf

WETMIX SHOTCRETE

Page 8: repair-and-rehabilation-ppt.pdf

DRYMIX SHOTCRETEPROBLEMS

Presence of voids due to encapsulated rebound

Shrinkage cracking caused by high cement concrete ,improper curing or excessive water control

Page 9: repair-and-rehabilation-ppt.pdf

SURFACE REPAIR OF VERTICAL LOCATION

FORM AND PUMP TECHNIQUE

Placement of formwork

Casting of repair material into the prepared cavity

The repair material must be of low shrinkage and necessary flow ability

Rodding or internal vibration is necessary to remove air and provide intimate contact for placing concrete substrate.

Page 10: repair-and-rehabilation-ppt.pdf

SURFACE REPAIR OF OVERHEAD LOCATION

FORM AND PUMP TECHNIQUE

Constructing formwork and pumping repair material into the cavity confined by formwork and existing concrete.

When the cavity is full, pump pressure is exerted into the form causing the repair material to consolidate and make contact with existing concrete surfaces.

Page 11: repair-and-rehabilation-ppt.pdf

PLACEMENT & SELECTION OF MATERIALS

Placement depends upon the geometrics involved. Vertical surfaces start at the lowest point, filling in a manner that prevents air entrapment.

The materials in-place properties like low drying shrinkage, compatibility, thermal and elastic properties

Pump ability and flow ability can be brought into the materials by additives and admixtures.

Fig(e)

Page 12: repair-and-rehabilation-ppt.pdf

ADVANTAGES

The use of almost any type of repair material- from fine grained mortar to course grained cement concrete.

Placement is not limited by depth of repair, or by size or density of reinforcements.

The pressurization process provides full encapsulation of exposed reinforcing steel.

The formwork protects the repair material during curing process.

Page 13: repair-and-rehabilation-ppt.pdf

FREEDOM TOWERS

(FLORIDA,USA) Every beam and every column in the garage area, as

well as the entire soffit, needed to be replaced.

Hydro demolition was used to remove the delaminated and spalled concrete followed by detailed chipping around the existing reinforcement steel

Abrasive blast cleaning was performed to remove all rust and corrosion from there reinforcement steel as well as to open the pore structure of the repair surface

FORM AND PUMP TECHNIQUE

Page 14: repair-and-rehabilation-ppt.pdf

FREEDOM TOWERS

(FLORIDA,USA)

Page 15: repair-and-rehabilation-ppt.pdf

CONCLUSION Periodic maintenance of structures is essential.

Each and every problem should be properly analysedand then the appropriate repair methods undertaken.

Primary design of the building reflects its performance in long run.

Each repair technique is suitable only for the particular application for which it is meant for.

Form and Pump technique which has become the alternative for grouting, gunneting nowadays is also cost effective in large scale operations

Cost should not be significant planning factor in rehabilitation though it is a deciding factor.

Page 16: repair-and-rehabilation-ppt.pdf

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