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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2840
“Structural Audit and Rehabilitation of Building”
Lakshadeep Bhagwanrao Gade1, Prof. A. B. Vawhale2
1Student M-Tech Structures, Dept. Of Civil Engg. ,Shreeyash College of Engg. & Tec, Aurangabad 431010,India
2Assistant Professor, Dept. Of Civil Engg. ,Shreeyash College of Engg. & Tec, Aurangabad 431010,India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract – In civil engineering field is directly impact to
civil society to provide a basic infrastructure in all sectors of
human beings. The recenttimevariousproblemsoccurredin
the building like damages and collapse at age of above 30yr
and to this problem are avoided they need to structural
audit. Audit is a health monitoring of whole building.
Structural audit give idea aboutcurrentconditionof building
and necessary measures taken so that the life ofbuilding can
be increased. And they can also suggest some rehabilitation
and retrofitting techniques. Like beam strengthening,
column strengthening & slab jacketing. The structural audit
should be carried out following standard norms methods of
NDT test and code provisions.
Key Words: Structural audit, NDT method, Structural
evaluation program, Core extraction test.
1. INTRODUCTION
The structural audit is a monitoring of overall health of
building to ensure that risk free and safe. The purpose of
audit is correctly find out the parts and sections ofa building
that may need immediate repair and rehabilitation or
replacement. Structural audit are performed by registered
consultant who have the required expertise in construction
field and empaneled with the government authorities. A
structural audit is government mandated. For buildingsthat
are between 15 to 30 years old, the statutory requirement is
to conduct a structural audit once in 5 years. For buildings
over 30 years, a structural audit must be conducted once
every 3 years. The extreme damage is mainly depend upon
quality of work at the time of construction It important to
finding current situation of the building and to know the
remaining life and rehabilitation are need there need of
redeveloped building. By performing the structural audit
there was the human life and alsoeconomicallycanbesaved.
This articles deals with different units of structural audit
including NDT visual inspectionandcoresampling. Themain
issue that occurs in the structural audit isthatthesocietyare
not aware about audit and its importance. Repair and
rehabilitation is the fastest growing factor of the civil
engineering filed. The defects of the building are takes place
due to wearing action climate condition like tsunami,
earthquake condition flood cyclones defects in construction
and others parameters are responsible. The selection and
evaluate of repair materials like strengthening and
protective coating is receiving more attention on civil
engineers in the recent past.
1.1 Rehabilitation of Building
Rehabilitation of building are involves the changing and
upgradingofstructurelikefoundationchange.Rehabilitation
and retrofitting aims to strengthen a structure to satisfy the
requirement of the current codes for seismic design. Thus,
the rehabilitation of buildings can be understood as the set
of operations which aim to increase the level of quality of
building systems, so as to achieve compliance with
functional requirement standards which are stricter than
those planned. In ordinary rehabilitation include removing
wall plastering. Intherehabilitationnewadvancetechniques
are used various materials like chemicals epoxy injection
and others.
1.2 Structural Audit of Building
Structural Audit is examination of building to check the life
of building to carry out the various NDT test. We can check
the serviceability of the structure is judged based on
standard values. It is an activity where actual data related to
civil structures is observed measured, registered and
conclusions are drawn. Audit is conducted by all types of
technical staff such as auditor and contractors with almost
identical objectives to check that the existing structures
behave as intended. It important to know the current status
of building to know the remaining life or the repairs are
needed there is need of development of the structure. The
Audit helps to understand critical areas to repair and
enhance life cycle of building by suggesting preventive and
corrective measures like repairs and retrofitting.
1.3 Retrofitting Techniques
1 Strengthening (column and beam)
2 Replacement of foundation
3 Routing and sealing
4 Pre-stressing steel
5 Surface treatments & grouting
2. OBJECT OF PROJECT
This article are include the principal of Nondestructive test
method are considered in some detail with a view to
establishing a definite role for them in the Structural
Evaluation Program. And also to recognized and identifying
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2841
the defects and deterioration. To find the status of structure
and predict future possibilities and also identifying the
defects of building to the repair and free from any
difficulties. The key role is to the setting of agreed standards
and suggestive measures both for the execution of each
surveying method in the fieldandunderstandtheactual data
obtained as an integral part of the investigation project.
3. METHODOLOGY
3.1 Understand the basic concept of audit
First to understanding the actual concept of the audit and its
methods and deal with accordingly.
3.2 Define the problem on broad
After analyzing the problems in structure it is important to
define broadly and widely to understand issue.
3.3 Discussion with professionals
Before doing actual audit it is important rather necessary to
discusses major problems and possible scenarios related to
structure
3.4 Preliminary survey and supporting topic of
project
Thorough preliminary survey supportingthetopic ofproject
was done which made it very clear about the topic and what
methods we can use.
3.5 Study of plan of building
After deciding the topic study structural plan of thebuilding.
If the structural plan is not available, the same can be
prepared by any Engineer.
3.6 Visual inspection
By professional structural engineers can understand the
basic problems or defects of structure by visual inspection
only on the basis of actual field knowledge and past
experiences. So the visual inspection plays a key role during
structural audit. Major cracks and seepage in beams,
columns and slab can be detectedbyvisual inspection andby
using some audit tools and instruments.
3.7 Identification of critical areas
To identify the critical area of the structure like seepage of
water and cracks of column and beam.
3.8 NDT tests
To perform NDT tests depending upon defects in structure.
3.9 Results
After performing NDT tests obtain the results.
3.10 Suggestion based on result
After obtaining the results, we will analyze and final report
of the project work will be prepared and suggest the actual
solution.
Fig cracks and damages
Fig Retrofitting of column
Fig Seepage through slab
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2842
RESULTS & DISCUSSION
Repair/Rehabilitation of G+1 building at Beed, India
Structural Audit Report:
Name of the Building: Godavari Niwas
Description: House
Address: Beed. 431122
MH, INDIA.
Type of Structure - RCC Building of G+1 floors
Type of Structure – RCC
No of wings & stories - 2
Description of Building
Year of construction-Jun 1992
Age- 30 years
Effects of monsoon – Yes
Ultrasonic Pulse Velocity Test
Table Reading of column, Beam, Slab
SR.
NO
MEMBER DISTANCE
(mm)
TIME
(Sec)
VELOCITY
(Km/Sec)
METHOD
1 Column 400 62.7 4.78 Direct
2 Column 230 46.4 4.34 Direct
3 Column 250 52.2 3.521 Indirect
4 Beam 300 131.4 3.283 Indirect
5 Slab 150 211.8 3.267 Indirect
RECOMMENDATIONS
According to standard practice audit should done once in 5
years for building life is below 30 years and once in 3 years
where as building life exceeds 30 years.
Itcanbesaidthatsomestructuralmembersof thebuildingsare
suffering from Class 2 Damage
It is felt that there pair work should start at earliest to avoid
further deterioration of thestructure
The repair work should include strengthening of beams,
plastering, waterproofing,etc.Leakageswereobservedinpipes
at various locations on top floor
To avoid this problem all vegetation should be removed at the
earliest. Quality of RCC was found poor as the result of
ultrasonic pulse velocity test & rebound hammer test
performed at various locations.
CONCLUSIONS
Audit and non-destructive tests are plays an major role in
actual dealing with problems
The cracks are repaired to epoxy injection by routing
method.
Building is suffering from class 3 damage. (Class 3 damage
stands for observation like structural cracks, seepage etc.)
Needs to resolve by retrofitting techniques.
According Health Rating Index, the building should be safe
for living after some routine repairs.
At the time of performing NDT tests, it is observed that
various columns, beams and slabs whose quality and
strength is not well as it seem from outside by visual
inspection.
After doing carbonation test structure is found that it not be
affected as much as by the corrosion as it’s seems byvisually
According to building bylaws and rules structure should
audit in some intervals continuously and doing proper
retrofitting to make sure structure should be safe for living.
REFERENCES
[1] Krish R. Villaitramani” PREFABRICATED
CONSTRUCTION FOR MASS HOUSING IN MUMBAI”
International Journal of Innovative Research in
Advanced Engineering 0 5 10 15 20 2698 2850 2930
Compressive Strength UPSV UPSV result of column 3
UPSV result of Column 3 AEGAEUM JOURNAL Volume8,
Issue 7, 2020 ISSN NO: 0776-3808
http://aegaeum.com/ Page No:1708 (IJIRAE) ISSN:
2349-2163 Volume 1 Issue 9 (October2014)
[2] J.M. Sadamate, Dr. G.A. Hinge, “Structural Auditing With
a Case Study”, International Journal of Engineering
Science and Computing, Vol-7, Issue-7, pp. 14288–
14293, 2017
[3] BHAVAR DADASAHEB “Retrofitting of Existing RCC
Buildings by Method of Jacketing” Vol. 1, Issue: 5, June:
2013 (IJRMEET) ISSN:2320-6586
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2843
[4] P. B. Oni “PerformanceBased EvaluationofShear Walled
RCC Building by Pushover Analysis” International
Journal of Modern Engineering Research (IJMER)
[5] S. B. Halbhavi “Energy Auditing: A Walk through Survey
of Library Building of Institute to Reduce the Lighting
Cost” INTERNATIONAL JOURNAL OF INNOVATIVE
RESEARCH IN ELECTRICAL, ELECTRONICS,
INSTRUMENTATION ANDCONTROL ENGINEERINGVol.
3, Issue 8, August 2015
[6] S. Sorace and G. Terenzi “Advanced Seismic Retrofit of a
Low-Rise R/C Building” IACSIT International Journal of
Engineering and Technology, Vol. 5, No. 3, June 2013
[7] Ms.ShradhaChandrakantDeshmukh “Energy
Conservation and Audit” International Journal of
Scientific and Research Publications, Volume 3, Issue 8,
August 2013 1 ISSN2250-3153
[8] Swapnil U Biraris “Structural Audit of Old Structures”
International Journal of Engineering Trends and
Technology (IJETT) – Volume-43 Number-3 -January
2017
[9] Guney OZCEBE “REHABILITATION OF EXISTING
REINFORCED CONCRETE STRUCTURES USING CFRP
FABRICS” 13th World Conference on Earthquake
Engineering Vancouver, B.C., Canada August 1-6, 2004
Paper No.1393
[10] Ms.ShradhaChandrakantDeshmukh “Energy
Conservation and Audit” International Journal of
Scientific and Research Publications, Volume 3, Issue 8,
August 2013 1 ISSN2250-3153
[11] IS 13311 (Part 1): 1992- Non-Destructive Testing of
Concrete-Methods of Test
[12] IS 516 : 1959 - IS code for Method of Testing.
[13] IS 13311 (Part 2): 1992- Non-Destructive Testing of
Concrete-Methods of Test

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“Structural Audit and Rehabilitation of Building”

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2840 “Structural Audit and Rehabilitation of Building” Lakshadeep Bhagwanrao Gade1, Prof. A. B. Vawhale2 1Student M-Tech Structures, Dept. Of Civil Engg. ,Shreeyash College of Engg. & Tec, Aurangabad 431010,India 2Assistant Professor, Dept. Of Civil Engg. ,Shreeyash College of Engg. & Tec, Aurangabad 431010,India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract – In civil engineering field is directly impact to civil society to provide a basic infrastructure in all sectors of human beings. The recenttimevariousproblemsoccurredin the building like damages and collapse at age of above 30yr and to this problem are avoided they need to structural audit. Audit is a health monitoring of whole building. Structural audit give idea aboutcurrentconditionof building and necessary measures taken so that the life ofbuilding can be increased. And they can also suggest some rehabilitation and retrofitting techniques. Like beam strengthening, column strengthening & slab jacketing. The structural audit should be carried out following standard norms methods of NDT test and code provisions. Key Words: Structural audit, NDT method, Structural evaluation program, Core extraction test. 1. INTRODUCTION The structural audit is a monitoring of overall health of building to ensure that risk free and safe. The purpose of audit is correctly find out the parts and sections ofa building that may need immediate repair and rehabilitation or replacement. Structural audit are performed by registered consultant who have the required expertise in construction field and empaneled with the government authorities. A structural audit is government mandated. For buildingsthat are between 15 to 30 years old, the statutory requirement is to conduct a structural audit once in 5 years. For buildings over 30 years, a structural audit must be conducted once every 3 years. The extreme damage is mainly depend upon quality of work at the time of construction It important to finding current situation of the building and to know the remaining life and rehabilitation are need there need of redeveloped building. By performing the structural audit there was the human life and alsoeconomicallycanbesaved. This articles deals with different units of structural audit including NDT visual inspectionandcoresampling. Themain issue that occurs in the structural audit isthatthesocietyare not aware about audit and its importance. Repair and rehabilitation is the fastest growing factor of the civil engineering filed. The defects of the building are takes place due to wearing action climate condition like tsunami, earthquake condition flood cyclones defects in construction and others parameters are responsible. The selection and evaluate of repair materials like strengthening and protective coating is receiving more attention on civil engineers in the recent past. 1.1 Rehabilitation of Building Rehabilitation of building are involves the changing and upgradingofstructurelikefoundationchange.Rehabilitation and retrofitting aims to strengthen a structure to satisfy the requirement of the current codes for seismic design. Thus, the rehabilitation of buildings can be understood as the set of operations which aim to increase the level of quality of building systems, so as to achieve compliance with functional requirement standards which are stricter than those planned. In ordinary rehabilitation include removing wall plastering. Intherehabilitationnewadvancetechniques are used various materials like chemicals epoxy injection and others. 1.2 Structural Audit of Building Structural Audit is examination of building to check the life of building to carry out the various NDT test. We can check the serviceability of the structure is judged based on standard values. It is an activity where actual data related to civil structures is observed measured, registered and conclusions are drawn. Audit is conducted by all types of technical staff such as auditor and contractors with almost identical objectives to check that the existing structures behave as intended. It important to know the current status of building to know the remaining life or the repairs are needed there is need of development of the structure. The Audit helps to understand critical areas to repair and enhance life cycle of building by suggesting preventive and corrective measures like repairs and retrofitting. 1.3 Retrofitting Techniques 1 Strengthening (column and beam) 2 Replacement of foundation 3 Routing and sealing 4 Pre-stressing steel 5 Surface treatments & grouting 2. OBJECT OF PROJECT This article are include the principal of Nondestructive test method are considered in some detail with a view to establishing a definite role for them in the Structural Evaluation Program. And also to recognized and identifying
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2841 the defects and deterioration. To find the status of structure and predict future possibilities and also identifying the defects of building to the repair and free from any difficulties. The key role is to the setting of agreed standards and suggestive measures both for the execution of each surveying method in the fieldandunderstandtheactual data obtained as an integral part of the investigation project. 3. METHODOLOGY 3.1 Understand the basic concept of audit First to understanding the actual concept of the audit and its methods and deal with accordingly. 3.2 Define the problem on broad After analyzing the problems in structure it is important to define broadly and widely to understand issue. 3.3 Discussion with professionals Before doing actual audit it is important rather necessary to discusses major problems and possible scenarios related to structure 3.4 Preliminary survey and supporting topic of project Thorough preliminary survey supportingthetopic ofproject was done which made it very clear about the topic and what methods we can use. 3.5 Study of plan of building After deciding the topic study structural plan of thebuilding. If the structural plan is not available, the same can be prepared by any Engineer. 3.6 Visual inspection By professional structural engineers can understand the basic problems or defects of structure by visual inspection only on the basis of actual field knowledge and past experiences. So the visual inspection plays a key role during structural audit. Major cracks and seepage in beams, columns and slab can be detectedbyvisual inspection andby using some audit tools and instruments. 3.7 Identification of critical areas To identify the critical area of the structure like seepage of water and cracks of column and beam. 3.8 NDT tests To perform NDT tests depending upon defects in structure. 3.9 Results After performing NDT tests obtain the results. 3.10 Suggestion based on result After obtaining the results, we will analyze and final report of the project work will be prepared and suggest the actual solution. Fig cracks and damages Fig Retrofitting of column Fig Seepage through slab
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2842 RESULTS & DISCUSSION Repair/Rehabilitation of G+1 building at Beed, India Structural Audit Report: Name of the Building: Godavari Niwas Description: House Address: Beed. 431122 MH, INDIA. Type of Structure - RCC Building of G+1 floors Type of Structure – RCC No of wings & stories - 2 Description of Building Year of construction-Jun 1992 Age- 30 years Effects of monsoon – Yes Ultrasonic Pulse Velocity Test Table Reading of column, Beam, Slab SR. NO MEMBER DISTANCE (mm) TIME (Sec) VELOCITY (Km/Sec) METHOD 1 Column 400 62.7 4.78 Direct 2 Column 230 46.4 4.34 Direct 3 Column 250 52.2 3.521 Indirect 4 Beam 300 131.4 3.283 Indirect 5 Slab 150 211.8 3.267 Indirect RECOMMENDATIONS According to standard practice audit should done once in 5 years for building life is below 30 years and once in 3 years where as building life exceeds 30 years. Itcanbesaidthatsomestructuralmembersof thebuildingsare suffering from Class 2 Damage It is felt that there pair work should start at earliest to avoid further deterioration of thestructure The repair work should include strengthening of beams, plastering, waterproofing,etc.Leakageswereobservedinpipes at various locations on top floor To avoid this problem all vegetation should be removed at the earliest. Quality of RCC was found poor as the result of ultrasonic pulse velocity test & rebound hammer test performed at various locations. CONCLUSIONS Audit and non-destructive tests are plays an major role in actual dealing with problems The cracks are repaired to epoxy injection by routing method. Building is suffering from class 3 damage. (Class 3 damage stands for observation like structural cracks, seepage etc.) Needs to resolve by retrofitting techniques. According Health Rating Index, the building should be safe for living after some routine repairs. At the time of performing NDT tests, it is observed that various columns, beams and slabs whose quality and strength is not well as it seem from outside by visual inspection. After doing carbonation test structure is found that it not be affected as much as by the corrosion as it’s seems byvisually According to building bylaws and rules structure should audit in some intervals continuously and doing proper retrofitting to make sure structure should be safe for living. REFERENCES [1] Krish R. Villaitramani” PREFABRICATED CONSTRUCTION FOR MASS HOUSING IN MUMBAI” International Journal of Innovative Research in Advanced Engineering 0 5 10 15 20 2698 2850 2930 Compressive Strength UPSV UPSV result of column 3 UPSV result of Column 3 AEGAEUM JOURNAL Volume8, Issue 7, 2020 ISSN NO: 0776-3808 http://aegaeum.com/ Page No:1708 (IJIRAE) ISSN: 2349-2163 Volume 1 Issue 9 (October2014) [2] J.M. Sadamate, Dr. G.A. Hinge, “Structural Auditing With a Case Study”, International Journal of Engineering Science and Computing, Vol-7, Issue-7, pp. 14288– 14293, 2017 [3] BHAVAR DADASAHEB “Retrofitting of Existing RCC Buildings by Method of Jacketing” Vol. 1, Issue: 5, June: 2013 (IJRMEET) ISSN:2320-6586
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 04 | Apr 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2843 [4] P. B. Oni “PerformanceBased EvaluationofShear Walled RCC Building by Pushover Analysis” International Journal of Modern Engineering Research (IJMER) [5] S. B. Halbhavi “Energy Auditing: A Walk through Survey of Library Building of Institute to Reduce the Lighting Cost” INTERNATIONAL JOURNAL OF INNOVATIVE RESEARCH IN ELECTRICAL, ELECTRONICS, INSTRUMENTATION ANDCONTROL ENGINEERINGVol. 3, Issue 8, August 2015 [6] S. Sorace and G. Terenzi “Advanced Seismic Retrofit of a Low-Rise R/C Building” IACSIT International Journal of Engineering and Technology, Vol. 5, No. 3, June 2013 [7] Ms.ShradhaChandrakantDeshmukh “Energy Conservation and Audit” International Journal of Scientific and Research Publications, Volume 3, Issue 8, August 2013 1 ISSN2250-3153 [8] Swapnil U Biraris “Structural Audit of Old Structures” International Journal of Engineering Trends and Technology (IJETT) – Volume-43 Number-3 -January 2017 [9] Guney OZCEBE “REHABILITATION OF EXISTING REINFORCED CONCRETE STRUCTURES USING CFRP FABRICS” 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No.1393 [10] Ms.ShradhaChandrakantDeshmukh “Energy Conservation and Audit” International Journal of Scientific and Research Publications, Volume 3, Issue 8, August 2013 1 ISSN2250-3153 [11] IS 13311 (Part 1): 1992- Non-Destructive Testing of Concrete-Methods of Test [12] IS 516 : 1959 - IS code for Method of Testing. [13] IS 13311 (Part 2): 1992- Non-Destructive Testing of Concrete-Methods of Test