SlideShare a Scribd company logo
1 of 41
GOVERNMENT
POLYTECHNIC MALVAN
CAPSTONE PROJECT
Name of Group members –
1) 3102- Bhupal Chaugule
2) 3104- Esha Palav
3) 3111- Dip Dalvi
4) 3112- Yash Chavan
5) 3113- Justin Fernandes
6) 3118- Samrudhi Methar
7) 3135- Neha Sharbidre
8) 3138- Kaustubh Koyande
9) 3147- Rachana Manjarekar
10) 3150- Rugved Achrekar
Under the guidance of Deepak Badekar sir
TOPIC :- REPAIR AND MAINTENANCE OF MINOR CRACKS IN BEAMS
CONTENT OF PPT
INTRODUTION
ABSTRACT
WHAT ARE
MINOR
CRACKS IN
BEAM
CONSTRUCTION
OF BEAMS
TESTING
REPAIRING OF
THE DAMAGE
AFTER
REPAIRING
INTRODUCTION
WE TEN STUDENTS OF GOVERNMENT POLYTECHNIC MALVAN SELECTED THE PROJECT OF
REPAIR AND MAINTENANCE OF MINOR CRACK IN BEAM FOR CAPSTONE PROJECT. WE
SELECTED THIS TOPIC BECAUSE WE HAVE THE SUBJECT MAINTENANCE AND REPAIR FOR 6TH
SEM. FOR THIS PROJECT OUR GUIDE WERE PROF D.D. BADEKAR SIR THEY HELPED US IN
THIS PROJECT.
The objective of this project is to develop a comprehensive approach for the repair and
maintenance of minor cracks in beams. The project aims to provide effective and practical
guidelines for identifying, assessing, and repairing minor cracks in beams to prevent further
deterioration and potential structural failures.
The project will focus on minor cracks in beams, specifically those that do not pose an
immediate safety risk but still require attention to prevent future problems. The scope
includes the inspection, cleaning, preparation, application of repair materials, and finishing of
minor cracks in beams.
ABSTRACT
• Cracks in beams can develop over time, posing potential risks to the structural integrity of buildings, bridges, and other
structures. This project aims to address the repair and maintenance of minor cracks in beams, focusing on those that do
not present immediate safety concerns but still require attention to prevent further deterioration.
• The objective of the project is to develop a comprehensive approach for identifying, assessing, and repairing minor cracks
in beams. The project will encompass various types of beams commonly used in construction and will consider industry
best practices and recommendations. The methodology involves a systematic process that includes crack inspection,
cleaning, preparation, application of repair materials, and finishing touches.
• The project will result in a guidebook/manual that provides step-by-step instructions for repairing and maintaining minor
cracks in beams. The guidebook will include detailed procedures, safety considerations, material specifications, and
recommended tools and equipment. It will also feature illustrations and case studies to enhance understanding and
practical application of the repair methods.
• The project team, comprising experts in structural engineering, construction, and materials science, will collaborate with
industry professionals, manufacturers of repair materials, and structural consultants to ensure the accuracy and
practicality of the developed guidelines. The project timeline will be established to accommodate research,
experimentation, data analysis, and documentation.
• Through this project, professionals in the construction and maintenance industry will have access to a valuable resource
that assists them in effectively addressing minor cracks in beams. By implementing the guidelines, they can ensure the
longevity and safety of structures while minimizing potential risks associated with beam cracking.
WHAT ARE MINOR CRACKS IN BEAM
 Minor cracks in beams refer to small, hairline cracks that appear on
the surface of a beam. These cracks are typically shallow and do
not extend significantly into the depth of the beam. They are often
caused by various factors such as shrinkage, temperature
fluctuations, minor settlement, or the natural aging of the material.
 Minor cracks in beams are generally considered to be of lesser
concern compared to larger or more significant cracks. However, it
is essential to address them promptly to prevent further progression
and potential structural issues. If left unattended, these minor
cracks can potentially widen over time, compromising the beam's
strength, stability, and overall structural integrity.
 While minor cracks may not immediately jeopardize the safety of a
structure, they serve as warning signs of potential problems and
should be treated as indicators of underlying issues. It is crucial to
monitor and repair these cracks to maintain the durability,
performance, and longevity of the beams and the overall structure.
Prompt repair and maintenance of minor cracks help prevent them
from developing into more significant structural defects that could
necessitate extensive and costly repairs in the future.
CONSTRUCTION OF BEAMS
Design and Planning :- We talked to
Badekar sir about the design and
planning and sir told use to construct
12 beams of size 1000*150*150mm.
Which include steel bars of 10mm
main steel and 8mm stirups . So we
calculated the quantity of steel
required for the construction with help
of Bar Bending Schedule.
Process of Construciton beams :-
1)Purchase of Material
• 2) Purchase of Cement
• 3) Purchase of Sand and Aggregate
• 4) Reinforcement Construction
• 5) MAKING FORM WORK FOR BEAMS
• 6) PREPARATION OF CONCRETE
• 7) CASTING OF BEAMS
• 8) REMOVING FORM WORK
• 9) CURING OF BEAM
• 10) TRANSPORTATION
PURCHASE OF STEEL
STEEL BARS WERE BROUGHT FOR
THE REINFORCEMENT OF BEAM.
STEEL WAS PURCHASED FROM A
LOCAL STORE. THE COMPANY OF
STEEL WAS ICON STEEL TMT 500D
WE PURCHASED 10MM – 04 NOS
AND 8MM- 03 NOS 10MM WEIGHT
WAS 27.27 KG AND WEIGHT OF 8
MM WAS 14.4 KG LATER THE STEEL
WAS TRASPORTED TO THE SITE
WERE WORK WAS GOING ON
PURCHASE OF CEMENT BAG
CEMENT BAGS WERE
BOUGHT FROM A
LOCAL STORE THE
COMPANY OF
CEMENT WAS
ULTRATECH WE
PURCHASED 3 NOS
OF CEMENT.
PURCHASE OF SAND AND AGGREGATE
AGGREGATE AND SAND
WERE PURCHASED FORM
LOCAL STORE THE SIZE
OF AGGREGATE WAS
10MM AND 12MM MIXED
BAR BENDING
THE STEEL BARS WERE
CUT AS PER THE
REQUIRED SIZE THE
THE 10MM BAR WAS
CUT UPTO LENGTH OF
800MM AND 8MM
STIRUP BAR WAS CUT
UPTO LENGTH OF 40MM
THE SIZE OF STIRUP
WAS 10*10 MM
MAKING FORMWORK FOR BEAMS
PREPARING WOODEN
FORM WORK FOR
CASTING THE BEAMS
THE SIZE OF CASTING
WAS 1000*150*150 MM
WOODEN PLY AND
STEEL PLATES WERE
USED FOR FORMWORK.
THE STEEL PLATES
WERE BROUGHT ON
DAILY WAGES OF RS
3/DAY
PREPARATION OF CONCRETE
CONCRETE WAS
PREPARED ON
SITE OF M20
GRADE THE
PROPORTION
WAS(1 : 1.5 : 3 )
TO POUR INTO
CONCRETE
CASTING OF BEAMS
THE M20
CONCRETE IS
PLACED IN THE
FORMWORK AND
IS COMPACETD
USING TAMPING
ROD
REMOVING FORMWORK
THE
FORMWORK
WAS REMOVED
AFTER 3 DAYS
CURING OF BEAMS
CURING OF THE CASTED BEAM
WAS DONE BY WATERING IT. IT
WAS DONE FOR ABOUT 14
DAYS
LATER THE BEAMS WERE
BROUGHT IN COLLEGE
CONCRETE TESTING LAB AND
WERE PUT IN THE WATER POND
FOR CURING FOR NEXT 14
DAYS
TOTAL CURING WAS DONE FOR
28 DAYS
TRANSPORTATION
THESE CASTED BEAMS
WERE THEN MOVED
TO GOVERNMENT
POLYTECHNIC
MALVAN FORM
VENGURLA VIA
TRUCK
TESTING OF BEAMS
 TESTING OF BEAMS WAS DONE ON UNIVERSAL TESTING MACHINE (UTM)
 A Universal Testing Machine (UTM) is a versatile and commonly used mechanical testing device in materials science and engineering. It is designed to
perform a wide range of mechanical tests on materials, components, and structures to determine their mechanical properties, strength, and
performance characteristics.
 Key Components and Features:
 1. Load Frame: The UTM consists of a sturdy load frame that provides the structural support and stability required for conducting tests. The load frame
typically consists of a stationary base and a movable crosshead that applies the load or force to the test specimen.
 2. Force Measurement System: The UTM is equipped with a force measurement system, usually a load cell or hydraulic/pneumatic system, to accurately
measure and record the applied load or force during testing. Load cells are commonly used and can provide precise measurements across a wide range
of forces.
 3. Gripping Systems: The UTM includes various gripping systems or fixtures to securely hold the test specimen during testing. These fixtures can be
customized based on the specific test requirements and the type of specimen being tested, such as tensile grips, compression platens, bending fixtures,
or torsion grips.
 4. Control and Data Acquisition System: The UTM is equipped with a control system that allows the operator to set the test parameters, such as the load
rate, displacement rate, or strain rate. It also includes a data acquisition system to collect and record data during the test, such as load, displacement,
and time. This data is crucial for analyzing the material behavior and determining its mechanical properties.
 5. Testing Software: The UTM is typically operated using dedicated testing software that controls the testing process, captures data, and provides real-
time monitoring and analysis. The software often includes features for test method selection, data visualization, data analysis, and generation of test
reports.
UTM COMMMON TEST AND APPLICATIONS
 Common Tests Performed:
 The UTM can perform various mechanical tests, including:
 - Tensile Testing: Determines the tensile strength, yield strength, elongation, and modulus of elasticity of a material.
 - Compression Testing: Evaluates the compressive strength, stiffness, and deformation characteristics of materials.
 - Flexural/Bending Testing: Measures the flexural strength, modulus of rupture, and stiffness of materials.
 - Shear Testing: Determines the shear strength and shear modulus of materials.
 - Fatigue Testing: Evaluates the material's behavior under cyclic loading conditions to determine its fatigue life and durability.
 - Torsion Testing: Measures the torsional strength and shear modulus of materials.
 Applications:
 UTMs are extensively used in various industries, including aerospace, automotive, construction, manufacturing, and research laboratories. They are
employed for quality control, material characterization, product development, and research purposes. UTMs are crucial in assessing material
performance, validating design specifications, and ensuring the safety and reliability of structures and components.
 Overall, the Universal Testing Machine is a versatile and essential tool for understanding the mechanical behavior and properties of materials,
enabling engineers and researchers to make informed decisions in material selection, product development, and structural design.
UNIVERSAL TESTING MACHINE
TESTING RESULT
 IN THIS TESTING PROCESS 8 BEAMS WERE TESTED ON THE UTM MACHINE TO INTERPRETE CONDITIONS AS
PER OUR NEED
 TEST RESULTS :-
BEAM NUMBER EXTENT OF LOADING TYPE OF LOADING
BEAM NO 1 51.62 KN VERTICAL
BEAM NO 2 52 KN VERTICAL
BEAM NO 3 53 KN VERTICAL
BEAM NO 4 52 KN HORIZONTAL
BEAM NO 5 53 KN HORIZONTAL
BEAM NO 6 63.5 KN HORIZONTAL
BEAM NO 7 75 KN VERTICAL
BEAM NO 8 53 KN VERTICAL
TESTING
TESTING
TESTING
REPAIRINT THE DAMAGE
FOR REPAIR
WE USED
THREE REPAIR
MATERIAL
TOGETHER
FIRST WE
USED DR FIXIT
URP
THEN WE
USED ICFS CM
350P
INJECTION
MORTAR
AND USED
ELASTOSEAL
TO MAKE THE
CRAK WATER
TIGHT
AND LATER
COVERED IT
WITH ADITYA
BIRLA PUTTY
DR FIXIT URP
 "Pidicrete URP" is a product offered by Dr. Fixit, a leading brand in construction chemicals and waterproofing solutions. Pidicrete URP stands for
"Universal Repair Polymer," and it is a versatile repair mortar used for a wide range of repair and rehabilitation applications in the construction
industry.
 Key Features and Benefits of Pidicrete URP:
 1. Universal Application: Pidicrete URP is designed for various repair applications, including concrete repairs, patching, and surface leveling. It can be
used on both vertical and horizontal surfaces.
 2. Bonding Agent: Pidicrete URP acts as an excellent bonding agent between old and new concrete, ensuring strong adhesion and structural integrity in
repair works.
 3. High Strength and Durability: The product provides high mechanical strength and durability to the repaired areas, ensuring long-lasting performance
even in demanding conditions.
 4. Crack Bridging: Pidicrete URP has the ability to bridge and seal fine cracks, preventing further water ingress and protecting the underlying substrate.
 5. Shrinkage Control: The product is formulated to minimize drying shrinkage, reducing the risk of cracks and ensuring a reliable repair.
 6. Easy Application: Pidicrete URP is easy to apply using a trowel or a putty knife. It has a smooth consistency that allows for easy spreading and
leveling.
 7. Compatibility: Pidicrete URP is compatible with a variety of substrates, including concrete, masonry, and cementitious surfaces.
DR FIXIT URP
 Applications of Pidicrete URP:
• Concrete repairs and rehabilitation.
• Patching and leveling uneven concrete surfaces.
• Bonding agent for old-to-new concrete interfaces.
• Repairing cracks, spalls, and damaged concrete structures.
 Please note that product specifications and application guidelines may vary, so it is essential to refer to the
manufacturer's instructions and guidelines for accurate and up-to-date information on the proper usage of Pidicrete
URP for your specific project requirements.
DR FIXIT URP
WE USED MEDICAL
SYRIENGE TO
INJECT URP IN THE
CRACKS SO THAT
IT MAY GO DEEP IN
THE CRACK.
ICFS CM 350P INJECTION MORTAR
 ICFS CM 350P Injection Mortar is a specialized product used for injection grouting or repairing cracks, voids, and joints in
concrete structures. It is commonly used in the construction industry for structural repairs and waterproofing applications.
 Key Features and Benefits of ICFS CM 350P Injection Mortar may include:
 1. High Strength and Durability: ICFS CM 350P is formulated to provide excellent strength and long-term durability, ensuring
reliable repairs in concrete structures.
 2. Injection Capability: This mortar is designed to be pumpable and injectable into cracks, voids, and joints using appropriate
equipment, allowing for precise and efficient application.
 3. Excellent Adhesion: The product offers strong adhesion to various substrates, including concrete, ensuring a reliable bond and
effective sealing of cracks and joints.
 4. Shrinkage Control: ICFS CM 350P is formulated to minimize shrinkage during curing, reducing the risk of cracks and ensuring a
more robust repair.
 5. Waterproofing Properties: The mortar has water-resistant properties, enhancing the waterproofing performance of the repaired
areas and protecting the underlying structure from water ingress.
 6. Compatibility: ICFS CM 350P is typically compatible with concrete substrates, but it is important to follow the manufacturer's
guidelines and test compatibility with specific substrates before application.
ICFS CM 350P INJECTION MORTAR
 Applications of ICFS CM 350P Injection Mortar:
 - Injection grouting of cracks, voids, and joints in concrete structures.
 - Repairing concrete elements such as beams, columns, and walls.
 - Waterproofing and sealing of construction joints, pipe penetrations, and other vulnerable areas.
 - Structural repairs and restoration in buildings, bridges, and other concrete infrastructure.
 Please note that specific application instructions, curing times, and other details may vary depending
on the manufacturer and product formulation. It is essential to refer to the manufacturer's guidelines,
technical datasheets, and instructions for the proper usage and application of ICFS CM 350P Injection
Mortar in your specific project.
ICFS CM 350P INJECTION MORTAR
WE USED THE ICFS
CM 350P
INJECTION
MORTAR TO FILL
THE CRACK WHICH
INCREASE THE
STENGTH OF THE
BEAM
BEFORE VS AFTER
BEFORE AFTER
ELASTO SEAL
 In civil engineering, Elastoseal is commonly used as a waterproofing solution for various applications. Here are some common uses of Elastoseal in civil engineering:
 1. Roofs and Terraces: Elastoseal is applied as a waterproofing membrane on flat roofs, terraces, and podium decks to prevent water leakage and protect the underlying structure from
moisture damage. It forms a seamless barrier that can withstand weathering and exposure to UV rays.
 2. Basements and Foundations: Elastoseal is used to waterproof below-grade structures, such as basements and foundations, to prevent water infiltration. It helps to create a watertight
barrier, protecting the interior spaces and preventing moisture-related issues such as dampness, mold, and structural deterioration.
 3. Retaining Walls and Tunnels: Elastoseal is employed in the waterproofing of retaining walls and tunnels to prevent water penetration into the surrounding soil and the structure itself. It
ensures the stability and durability of these critical civil engineering elements.
 4. Bridge Decks and Expansion Joints: Elastoseal is utilized in the waterproofing of bridge decks to protect the underlying concrete from water and chloride ingress, which can cause
corrosion of reinforcement. It is also used to seal expansion joints in bridges, ensuring water-tightness while accommodating movement and preventing debris accumulation.
 5. Concrete Repair and Protection: Elastoseal is sometimes used as a protective coating for concrete surfaces to enhance their durability and resistance to water, chemicals, and
environmental factors. It can be applied to concrete structures such as columns, beams, and slabs to extend their service life and prevent further damage.
 6. Water Tanks and Swimming Pools: Elastoseal is utilized in the waterproofing of water tanks and swimming pools to prevent water leakage and ensure water containment. It provides a
reliable and durable waterproofing solution for these structures, which are subject to constant water exposure.
 It's important to note that the specific application guidelines and compatibility of Elastoseal may vary depending on the manufacturer and the project requirements. It is recommended to
consult with a structural engineer or a waterproofing specialist to determine the most appropriate use of Elastoseal in a specific civil engineering project.
ELASTO SEAL
ELASTO SEAL
WE USED THE ELASTO
SEAL PRODUCT SO FILL
SMALL HAIR LINE CRACKS
AND TO MAKE THE FILLED
CRACK WATER AND AIR
TIGHT SO THERE IS NO
SPACE TO AIR TO GO
INSIDE THE BEAM WHICH
WONT CAUSE
CORROSION OF STEEL
BEFORE VS AFTER
BEFORE AFTER
ADITYA BIRLA PUTTY
 Aditya Birla Putty is a popular brand of wall putty manufactured by Aditya Birla Group, one of the largest conglomerates in India. Wall putty is a white cement-based
powder that is mixed with water and applied to the interior and exterior walls before painting. It serves as a preparatory coating that provides a smooth and even surface for
paint application while also offering various other benefits.
 Here are some key features and benefits of Aditya Birla Putty:
 1. Surface Smoothing: Aditya Birla Putty helps to fill in minor surface imperfections such as cracks, dents, and undulations, resulting in a smooth and uniform surface. This
creates an ideal base for painting and enhances the aesthetic appeal of the walls.
 2. Improved Paint Adhesion: The application of wall putty improves the adhesion of paint to the walls, allowing the paint to adhere better and provide a longer-lasting finish.
This helps to prevent peeling, flaking, and blistering of the paint.
 3. Hiding Imperfections: Aditya Birla Putty has good coverage properties, which means it can effectively hide surface imperfections and blemishes. It helps to create a
flawless appearance by minimizing the visibility of stains, patches, and unevenness on the walls.
 4. Durability and Longevity: Wall putty, including Aditya Birla Putty, forms a strong and durable layer on the walls. It helps to protect the underlying surface from moisture,
weathering, and other environmental factors, thereby extending the life of the paint and the walls themselves.
 5. Ease of Application: Aditya Birla Putty is easy to mix and apply. It has a smooth consistency that allows for easy spreading and leveling on the walls. It can be applied
using a putty knife or trowel, and it dries quickly, enabling faster completion of the painting process.
 6. Suitable for Interior and Exterior Surfaces: Aditya Birla Putty is suitable for both interior and exterior walls, making it versatile for various applications. It can be used in
residential, commercial, and industrial projects to achieve smooth and aesthetically pleasing wall finishes.
 It's important to follow the manufacturer's instructions and guidelines for the correct mixing ratios, application techniques, and drying times when using Aditya Birla Putty
or any other brand of wall putty. This will ensure optimal results and the desired finish on your walls.
ADITYA BIRLA PUTTY
ADITY BIRLA PUTTY
USED ADITYA BIRLA
PUTTY ON THE
REAPAIRED BEAMS
TO INCREASE ITS
APPEARANCE
CONCLUSION
 In conclusion, the repair and maintenance of minor cracks in beams are essential for maintaining the structural integrity and safety
of the beams. Addressing these cracks in a timely manner can prevent further damage and potential structural failures.
 Through careful inspection and assessment, the nature and severity of the cracks can be determined, allowing for appropriate
repair methods to be selected. Whether it's through epoxy injection, crack stitching, or surface sealing, the chosen repair approach
should effectively restore the structural integrity of the beams and prevent further crack propagation.
 Proper surface preparation, including cleaning and removing loose debris, is crucial to ensure a strong bond between the repair
material and the beam surface. Following manufacturer guidelines and using high-quality repair products, such as epoxy resins or
sealants, is important to ensure durable and long-lasting repairs.
 Regular maintenance and monitoring of the repaired beams are vital to detect any emerging issues or new cracks. Implementing a
maintenance program that includes periodic inspections will help identify and address any potential problems before they escalate
into major structural issues.
 By undertaking these repair and maintenance practices, minor cracks in beams can be effectively managed, prolonging the
lifespan of the structure and ensuring the safety of occupants. Consulting with professionals and following industry best practices
will help ensure the proper assessment, selection, and implementation of repair strategies for minor cracks in beams.
THANK YOU

More Related Content

Similar to CPP PROJECT REPORT ON RETROFITTING

IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...
IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...
IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...IRJET Journal
 
IRJET- Structural Audit and Rehabilitation of Building
IRJET-  	  Structural Audit and Rehabilitation of BuildingIRJET-  	  Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of BuildingIRJET Journal
 
IRJET- Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of BuildingIRJET- Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of BuildingIRJET Journal
 
Sand Control
Sand Control Sand Control
Sand Control petroEDGE
 
IRJET- Sleeper Design using Fibre Reinforcement
IRJET- Sleeper Design using Fibre ReinforcementIRJET- Sleeper Design using Fibre Reinforcement
IRJET- Sleeper Design using Fibre ReinforcementIRJET Journal
 
9.1.DME -Teaching Pedagogy.ppt
9.1.DME -Teaching Pedagogy.ppt9.1.DME -Teaching Pedagogy.ppt
9.1.DME -Teaching Pedagogy.pptSambathKumar88
 
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy composite
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy compositeAnalysis of tensile behavior hybrid carbon jute fiber reniforced epoxy composite
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy compositeIAEME Publication
 
Reliability Centered Maintenance mantenimiento
Reliability Centered Maintenance mantenimientoReliability Centered Maintenance mantenimiento
Reliability Centered Maintenance mantenimientoElvisDiaz32
 
Reliability Centered Maintenance
Reliability Centered MaintenanceReliability Centered Maintenance
Reliability Centered MaintenanceRonald Shewchuk
 
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMVineeshkumar K V
 
SPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfSPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfOmarSAlAbri
 
SPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfSPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfOmarSAlAbri
 
IRJET- Experimental Study of Structural Behaviour of Double Skin Hollow –...
IRJET-  	  Experimental Study of Structural Behaviour of Double Skin Hollow –...IRJET-  	  Experimental Study of Structural Behaviour of Double Skin Hollow –...
IRJET- Experimental Study of Structural Behaviour of Double Skin Hollow –...IRJET Journal
 
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...IRJET Journal
 
IRJET- Temperature Effect on Concrete Bridge
IRJET-  	  Temperature Effect on Concrete BridgeIRJET-  	  Temperature Effect on Concrete Bridge
IRJET- Temperature Effect on Concrete BridgeIRJET Journal
 
Planning and Scheduling of Shuttering System for Multi-Storeyed Building
Planning and Scheduling of Shuttering System for Multi-Storeyed BuildingPlanning and Scheduling of Shuttering System for Multi-Storeyed Building
Planning and Scheduling of Shuttering System for Multi-Storeyed BuildingIRJET Journal
 
Dynamic Analysis of Soft Storey Frame with Isolators
Dynamic Analysis of Soft Storey Frame with IsolatorsDynamic Analysis of Soft Storey Frame with Isolators
Dynamic Analysis of Soft Storey Frame with IsolatorsIJMTST Journal
 
A sarja durability design of concrete structures
A sarja   durability design of concrete structuresA sarja   durability design of concrete structures
A sarja durability design of concrete structuresjumadilsyam
 
A study on the mechanical properties of s45 c medium type carbon steel specim...
A study on the mechanical properties of s45 c medium type carbon steel specim...A study on the mechanical properties of s45 c medium type carbon steel specim...
A study on the mechanical properties of s45 c medium type carbon steel specim...eSAT Journals
 

Similar to CPP PROJECT REPORT ON RETROFITTING (20)

IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...
IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...
IRJET- Review on Performance of Polypropylene Band–Retrofitted Masonry: Evalu...
 
IRJET- Structural Audit and Rehabilitation of Building
IRJET-  	  Structural Audit and Rehabilitation of BuildingIRJET-  	  Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of Building
 
IRJET- Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of BuildingIRJET- Structural Audit and Rehabilitation of Building
IRJET- Structural Audit and Rehabilitation of Building
 
Sand Control
Sand Control Sand Control
Sand Control
 
IRJET- Sleeper Design using Fibre Reinforcement
IRJET- Sleeper Design using Fibre ReinforcementIRJET- Sleeper Design using Fibre Reinforcement
IRJET- Sleeper Design using Fibre Reinforcement
 
9.1.DME -Teaching Pedagogy.ppt
9.1.DME -Teaching Pedagogy.ppt9.1.DME -Teaching Pedagogy.ppt
9.1.DME -Teaching Pedagogy.ppt
 
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy composite
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy compositeAnalysis of tensile behavior hybrid carbon jute fiber reniforced epoxy composite
Analysis of tensile behavior hybrid carbon jute fiber reniforced epoxy composite
 
Reliability Centered Maintenance mantenimiento
Reliability Centered Maintenance mantenimientoReliability Centered Maintenance mantenimiento
Reliability Centered Maintenance mantenimiento
 
Reliability Centered Maintenance
Reliability Centered MaintenanceReliability Centered Maintenance
Reliability Centered Maintenance
 
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
 
SPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfSPE-96655-MS (1).pdf
SPE-96655-MS (1).pdf
 
SPE-96655-MS (1).pdf
SPE-96655-MS (1).pdfSPE-96655-MS (1).pdf
SPE-96655-MS (1).pdf
 
IRJET- Experimental Study of Structural Behaviour of Double Skin Hollow –...
IRJET-  	  Experimental Study of Structural Behaviour of Double Skin Hollow –...IRJET-  	  Experimental Study of Structural Behaviour of Double Skin Hollow –...
IRJET- Experimental Study of Structural Behaviour of Double Skin Hollow –...
 
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...
Condition Assessment and Evaluation of Concrete Structures by Advanced Non-de...
 
IRJET- Temperature Effect on Concrete Bridge
IRJET-  	  Temperature Effect on Concrete BridgeIRJET-  	  Temperature Effect on Concrete Bridge
IRJET- Temperature Effect on Concrete Bridge
 
Planning and Scheduling of Shuttering System for Multi-Storeyed Building
Planning and Scheduling of Shuttering System for Multi-Storeyed BuildingPlanning and Scheduling of Shuttering System for Multi-Storeyed Building
Planning and Scheduling of Shuttering System for Multi-Storeyed Building
 
Dynamic Analysis of Soft Storey Frame with Isolators
Dynamic Analysis of Soft Storey Frame with IsolatorsDynamic Analysis of Soft Storey Frame with Isolators
Dynamic Analysis of Soft Storey Frame with Isolators
 
A sarja durability design of concrete structures
A sarja   durability design of concrete structuresA sarja   durability design of concrete structures
A sarja durability design of concrete structures
 
Srp 2018 00
Srp 2018 00Srp 2018 00
Srp 2018 00
 
A study on the mechanical properties of s45 c medium type carbon steel specim...
A study on the mechanical properties of s45 c medium type carbon steel specim...A study on the mechanical properties of s45 c medium type carbon steel specim...
A study on the mechanical properties of s45 c medium type carbon steel specim...
 

Recently uploaded

UNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptxUNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptxkalpana413121
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdfAldoGarca30
 
Computer Networks Basics of Network Devices
Computer Networks  Basics of Network DevicesComputer Networks  Basics of Network Devices
Computer Networks Basics of Network DevicesChandrakantDivate1
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.Kamal Acharya
 
Linux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using PipesLinux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using PipesRashidFaridChishti
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Call Girls Mumbai
 
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxSCMS School of Architecture
 
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...vershagrag
 
Computer Graphics Introduction To Curves
Computer Graphics Introduction To CurvesComputer Graphics Introduction To Curves
Computer Graphics Introduction To CurvesChandrakantDivate1
 
A Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna MunicipalityA Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna MunicipalityMorshed Ahmed Rahath
 
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startDesign For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startQuintin Balsdon
 
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Arindam Chakraborty, Ph.D., P.E. (CA, TX)
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . pptDineshKumar4165
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptxJIT KUMAR GUPTA
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueBhangaleSonal
 
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...jabtakhaidam7
 
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...ronahami
 

Recently uploaded (20)

Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
 
UNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptxUNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptx
 
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
1_Introduction + EAM Vocabulary + how to navigate in EAM.pdf
 
Computer Networks Basics of Network Devices
Computer Networks  Basics of Network DevicesComputer Networks  Basics of Network Devices
Computer Networks Basics of Network Devices
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.
 
Linux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using PipesLinux Systems Programming: Inter Process Communication (IPC) using Pipes
Linux Systems Programming: Inter Process Communication (IPC) using Pipes
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
 
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
 
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
💚Trustworthy Call Girls Pune Call Girls Service Just Call 🍑👄6378878445 🍑👄 Top...
 
Computer Graphics Introduction To Curves
Computer Graphics Introduction To CurvesComputer Graphics Introduction To Curves
Computer Graphics Introduction To Curves
 
A Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna MunicipalityA Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna Municipality
 
Signal Processing and Linear System Analysis
Signal Processing and Linear System AnalysisSignal Processing and Linear System Analysis
Signal Processing and Linear System Analysis
 
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startDesign For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
 
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
 
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...
Jaipur ❤CALL GIRL 0000000000❤CALL GIRLS IN Jaipur ESCORT SERVICE❤CALL GIRL IN...
 
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...Max. shear stress theory-Maximum Shear Stress Theory ​  Maximum Distortional ...
Max. shear stress theory-Maximum Shear Stress Theory ​ Maximum Distortional ...
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 

CPP PROJECT REPORT ON RETROFITTING

  • 2. Name of Group members – 1) 3102- Bhupal Chaugule 2) 3104- Esha Palav 3) 3111- Dip Dalvi 4) 3112- Yash Chavan 5) 3113- Justin Fernandes 6) 3118- Samrudhi Methar 7) 3135- Neha Sharbidre 8) 3138- Kaustubh Koyande 9) 3147- Rachana Manjarekar 10) 3150- Rugved Achrekar Under the guidance of Deepak Badekar sir TOPIC :- REPAIR AND MAINTENANCE OF MINOR CRACKS IN BEAMS
  • 3. CONTENT OF PPT INTRODUTION ABSTRACT WHAT ARE MINOR CRACKS IN BEAM CONSTRUCTION OF BEAMS TESTING REPAIRING OF THE DAMAGE AFTER REPAIRING
  • 4. INTRODUCTION WE TEN STUDENTS OF GOVERNMENT POLYTECHNIC MALVAN SELECTED THE PROJECT OF REPAIR AND MAINTENANCE OF MINOR CRACK IN BEAM FOR CAPSTONE PROJECT. WE SELECTED THIS TOPIC BECAUSE WE HAVE THE SUBJECT MAINTENANCE AND REPAIR FOR 6TH SEM. FOR THIS PROJECT OUR GUIDE WERE PROF D.D. BADEKAR SIR THEY HELPED US IN THIS PROJECT. The objective of this project is to develop a comprehensive approach for the repair and maintenance of minor cracks in beams. The project aims to provide effective and practical guidelines for identifying, assessing, and repairing minor cracks in beams to prevent further deterioration and potential structural failures. The project will focus on minor cracks in beams, specifically those that do not pose an immediate safety risk but still require attention to prevent future problems. The scope includes the inspection, cleaning, preparation, application of repair materials, and finishing of minor cracks in beams.
  • 5. ABSTRACT • Cracks in beams can develop over time, posing potential risks to the structural integrity of buildings, bridges, and other structures. This project aims to address the repair and maintenance of minor cracks in beams, focusing on those that do not present immediate safety concerns but still require attention to prevent further deterioration. • The objective of the project is to develop a comprehensive approach for identifying, assessing, and repairing minor cracks in beams. The project will encompass various types of beams commonly used in construction and will consider industry best practices and recommendations. The methodology involves a systematic process that includes crack inspection, cleaning, preparation, application of repair materials, and finishing touches. • The project will result in a guidebook/manual that provides step-by-step instructions for repairing and maintaining minor cracks in beams. The guidebook will include detailed procedures, safety considerations, material specifications, and recommended tools and equipment. It will also feature illustrations and case studies to enhance understanding and practical application of the repair methods. • The project team, comprising experts in structural engineering, construction, and materials science, will collaborate with industry professionals, manufacturers of repair materials, and structural consultants to ensure the accuracy and practicality of the developed guidelines. The project timeline will be established to accommodate research, experimentation, data analysis, and documentation. • Through this project, professionals in the construction and maintenance industry will have access to a valuable resource that assists them in effectively addressing minor cracks in beams. By implementing the guidelines, they can ensure the longevity and safety of structures while minimizing potential risks associated with beam cracking.
  • 6. WHAT ARE MINOR CRACKS IN BEAM  Minor cracks in beams refer to small, hairline cracks that appear on the surface of a beam. These cracks are typically shallow and do not extend significantly into the depth of the beam. They are often caused by various factors such as shrinkage, temperature fluctuations, minor settlement, or the natural aging of the material.  Minor cracks in beams are generally considered to be of lesser concern compared to larger or more significant cracks. However, it is essential to address them promptly to prevent further progression and potential structural issues. If left unattended, these minor cracks can potentially widen over time, compromising the beam's strength, stability, and overall structural integrity.  While minor cracks may not immediately jeopardize the safety of a structure, they serve as warning signs of potential problems and should be treated as indicators of underlying issues. It is crucial to monitor and repair these cracks to maintain the durability, performance, and longevity of the beams and the overall structure. Prompt repair and maintenance of minor cracks help prevent them from developing into more significant structural defects that could necessitate extensive and costly repairs in the future.
  • 7. CONSTRUCTION OF BEAMS Design and Planning :- We talked to Badekar sir about the design and planning and sir told use to construct 12 beams of size 1000*150*150mm. Which include steel bars of 10mm main steel and 8mm stirups . So we calculated the quantity of steel required for the construction with help of Bar Bending Schedule. Process of Construciton beams :- 1)Purchase of Material • 2) Purchase of Cement • 3) Purchase of Sand and Aggregate • 4) Reinforcement Construction • 5) MAKING FORM WORK FOR BEAMS • 6) PREPARATION OF CONCRETE • 7) CASTING OF BEAMS • 8) REMOVING FORM WORK • 9) CURING OF BEAM • 10) TRANSPORTATION
  • 8. PURCHASE OF STEEL STEEL BARS WERE BROUGHT FOR THE REINFORCEMENT OF BEAM. STEEL WAS PURCHASED FROM A LOCAL STORE. THE COMPANY OF STEEL WAS ICON STEEL TMT 500D WE PURCHASED 10MM – 04 NOS AND 8MM- 03 NOS 10MM WEIGHT WAS 27.27 KG AND WEIGHT OF 8 MM WAS 14.4 KG LATER THE STEEL WAS TRASPORTED TO THE SITE WERE WORK WAS GOING ON
  • 9. PURCHASE OF CEMENT BAG CEMENT BAGS WERE BOUGHT FROM A LOCAL STORE THE COMPANY OF CEMENT WAS ULTRATECH WE PURCHASED 3 NOS OF CEMENT.
  • 10. PURCHASE OF SAND AND AGGREGATE AGGREGATE AND SAND WERE PURCHASED FORM LOCAL STORE THE SIZE OF AGGREGATE WAS 10MM AND 12MM MIXED
  • 11. BAR BENDING THE STEEL BARS WERE CUT AS PER THE REQUIRED SIZE THE THE 10MM BAR WAS CUT UPTO LENGTH OF 800MM AND 8MM STIRUP BAR WAS CUT UPTO LENGTH OF 40MM THE SIZE OF STIRUP WAS 10*10 MM
  • 12. MAKING FORMWORK FOR BEAMS PREPARING WOODEN FORM WORK FOR CASTING THE BEAMS THE SIZE OF CASTING WAS 1000*150*150 MM WOODEN PLY AND STEEL PLATES WERE USED FOR FORMWORK. THE STEEL PLATES WERE BROUGHT ON DAILY WAGES OF RS 3/DAY
  • 13. PREPARATION OF CONCRETE CONCRETE WAS PREPARED ON SITE OF M20 GRADE THE PROPORTION WAS(1 : 1.5 : 3 ) TO POUR INTO CONCRETE
  • 14. CASTING OF BEAMS THE M20 CONCRETE IS PLACED IN THE FORMWORK AND IS COMPACETD USING TAMPING ROD
  • 16. CURING OF BEAMS CURING OF THE CASTED BEAM WAS DONE BY WATERING IT. IT WAS DONE FOR ABOUT 14 DAYS LATER THE BEAMS WERE BROUGHT IN COLLEGE CONCRETE TESTING LAB AND WERE PUT IN THE WATER POND FOR CURING FOR NEXT 14 DAYS TOTAL CURING WAS DONE FOR 28 DAYS
  • 17. TRANSPORTATION THESE CASTED BEAMS WERE THEN MOVED TO GOVERNMENT POLYTECHNIC MALVAN FORM VENGURLA VIA TRUCK
  • 18. TESTING OF BEAMS  TESTING OF BEAMS WAS DONE ON UNIVERSAL TESTING MACHINE (UTM)  A Universal Testing Machine (UTM) is a versatile and commonly used mechanical testing device in materials science and engineering. It is designed to perform a wide range of mechanical tests on materials, components, and structures to determine their mechanical properties, strength, and performance characteristics.  Key Components and Features:  1. Load Frame: The UTM consists of a sturdy load frame that provides the structural support and stability required for conducting tests. The load frame typically consists of a stationary base and a movable crosshead that applies the load or force to the test specimen.  2. Force Measurement System: The UTM is equipped with a force measurement system, usually a load cell or hydraulic/pneumatic system, to accurately measure and record the applied load or force during testing. Load cells are commonly used and can provide precise measurements across a wide range of forces.  3. Gripping Systems: The UTM includes various gripping systems or fixtures to securely hold the test specimen during testing. These fixtures can be customized based on the specific test requirements and the type of specimen being tested, such as tensile grips, compression platens, bending fixtures, or torsion grips.  4. Control and Data Acquisition System: The UTM is equipped with a control system that allows the operator to set the test parameters, such as the load rate, displacement rate, or strain rate. It also includes a data acquisition system to collect and record data during the test, such as load, displacement, and time. This data is crucial for analyzing the material behavior and determining its mechanical properties.  5. Testing Software: The UTM is typically operated using dedicated testing software that controls the testing process, captures data, and provides real- time monitoring and analysis. The software often includes features for test method selection, data visualization, data analysis, and generation of test reports.
  • 19. UTM COMMMON TEST AND APPLICATIONS  Common Tests Performed:  The UTM can perform various mechanical tests, including:  - Tensile Testing: Determines the tensile strength, yield strength, elongation, and modulus of elasticity of a material.  - Compression Testing: Evaluates the compressive strength, stiffness, and deformation characteristics of materials.  - Flexural/Bending Testing: Measures the flexural strength, modulus of rupture, and stiffness of materials.  - Shear Testing: Determines the shear strength and shear modulus of materials.  - Fatigue Testing: Evaluates the material's behavior under cyclic loading conditions to determine its fatigue life and durability.  - Torsion Testing: Measures the torsional strength and shear modulus of materials.  Applications:  UTMs are extensively used in various industries, including aerospace, automotive, construction, manufacturing, and research laboratories. They are employed for quality control, material characterization, product development, and research purposes. UTMs are crucial in assessing material performance, validating design specifications, and ensuring the safety and reliability of structures and components.  Overall, the Universal Testing Machine is a versatile and essential tool for understanding the mechanical behavior and properties of materials, enabling engineers and researchers to make informed decisions in material selection, product development, and structural design.
  • 21. TESTING RESULT  IN THIS TESTING PROCESS 8 BEAMS WERE TESTED ON THE UTM MACHINE TO INTERPRETE CONDITIONS AS PER OUR NEED  TEST RESULTS :- BEAM NUMBER EXTENT OF LOADING TYPE OF LOADING BEAM NO 1 51.62 KN VERTICAL BEAM NO 2 52 KN VERTICAL BEAM NO 3 53 KN VERTICAL BEAM NO 4 52 KN HORIZONTAL BEAM NO 5 53 KN HORIZONTAL BEAM NO 6 63.5 KN HORIZONTAL BEAM NO 7 75 KN VERTICAL BEAM NO 8 53 KN VERTICAL
  • 25. REPAIRINT THE DAMAGE FOR REPAIR WE USED THREE REPAIR MATERIAL TOGETHER FIRST WE USED DR FIXIT URP THEN WE USED ICFS CM 350P INJECTION MORTAR AND USED ELASTOSEAL TO MAKE THE CRAK WATER TIGHT AND LATER COVERED IT WITH ADITYA BIRLA PUTTY
  • 26. DR FIXIT URP  "Pidicrete URP" is a product offered by Dr. Fixit, a leading brand in construction chemicals and waterproofing solutions. Pidicrete URP stands for "Universal Repair Polymer," and it is a versatile repair mortar used for a wide range of repair and rehabilitation applications in the construction industry.  Key Features and Benefits of Pidicrete URP:  1. Universal Application: Pidicrete URP is designed for various repair applications, including concrete repairs, patching, and surface leveling. It can be used on both vertical and horizontal surfaces.  2. Bonding Agent: Pidicrete URP acts as an excellent bonding agent between old and new concrete, ensuring strong adhesion and structural integrity in repair works.  3. High Strength and Durability: The product provides high mechanical strength and durability to the repaired areas, ensuring long-lasting performance even in demanding conditions.  4. Crack Bridging: Pidicrete URP has the ability to bridge and seal fine cracks, preventing further water ingress and protecting the underlying substrate.  5. Shrinkage Control: The product is formulated to minimize drying shrinkage, reducing the risk of cracks and ensuring a reliable repair.  6. Easy Application: Pidicrete URP is easy to apply using a trowel or a putty knife. It has a smooth consistency that allows for easy spreading and leveling.  7. Compatibility: Pidicrete URP is compatible with a variety of substrates, including concrete, masonry, and cementitious surfaces.
  • 27. DR FIXIT URP  Applications of Pidicrete URP: • Concrete repairs and rehabilitation. • Patching and leveling uneven concrete surfaces. • Bonding agent for old-to-new concrete interfaces. • Repairing cracks, spalls, and damaged concrete structures.  Please note that product specifications and application guidelines may vary, so it is essential to refer to the manufacturer's instructions and guidelines for accurate and up-to-date information on the proper usage of Pidicrete URP for your specific project requirements.
  • 28. DR FIXIT URP WE USED MEDICAL SYRIENGE TO INJECT URP IN THE CRACKS SO THAT IT MAY GO DEEP IN THE CRACK.
  • 29. ICFS CM 350P INJECTION MORTAR  ICFS CM 350P Injection Mortar is a specialized product used for injection grouting or repairing cracks, voids, and joints in concrete structures. It is commonly used in the construction industry for structural repairs and waterproofing applications.  Key Features and Benefits of ICFS CM 350P Injection Mortar may include:  1. High Strength and Durability: ICFS CM 350P is formulated to provide excellent strength and long-term durability, ensuring reliable repairs in concrete structures.  2. Injection Capability: This mortar is designed to be pumpable and injectable into cracks, voids, and joints using appropriate equipment, allowing for precise and efficient application.  3. Excellent Adhesion: The product offers strong adhesion to various substrates, including concrete, ensuring a reliable bond and effective sealing of cracks and joints.  4. Shrinkage Control: ICFS CM 350P is formulated to minimize shrinkage during curing, reducing the risk of cracks and ensuring a more robust repair.  5. Waterproofing Properties: The mortar has water-resistant properties, enhancing the waterproofing performance of the repaired areas and protecting the underlying structure from water ingress.  6. Compatibility: ICFS CM 350P is typically compatible with concrete substrates, but it is important to follow the manufacturer's guidelines and test compatibility with specific substrates before application.
  • 30. ICFS CM 350P INJECTION MORTAR  Applications of ICFS CM 350P Injection Mortar:  - Injection grouting of cracks, voids, and joints in concrete structures.  - Repairing concrete elements such as beams, columns, and walls.  - Waterproofing and sealing of construction joints, pipe penetrations, and other vulnerable areas.  - Structural repairs and restoration in buildings, bridges, and other concrete infrastructure.  Please note that specific application instructions, curing times, and other details may vary depending on the manufacturer and product formulation. It is essential to refer to the manufacturer's guidelines, technical datasheets, and instructions for the proper usage and application of ICFS CM 350P Injection Mortar in your specific project.
  • 31. ICFS CM 350P INJECTION MORTAR WE USED THE ICFS CM 350P INJECTION MORTAR TO FILL THE CRACK WHICH INCREASE THE STENGTH OF THE BEAM
  • 33. ELASTO SEAL  In civil engineering, Elastoseal is commonly used as a waterproofing solution for various applications. Here are some common uses of Elastoseal in civil engineering:  1. Roofs and Terraces: Elastoseal is applied as a waterproofing membrane on flat roofs, terraces, and podium decks to prevent water leakage and protect the underlying structure from moisture damage. It forms a seamless barrier that can withstand weathering and exposure to UV rays.  2. Basements and Foundations: Elastoseal is used to waterproof below-grade structures, such as basements and foundations, to prevent water infiltration. It helps to create a watertight barrier, protecting the interior spaces and preventing moisture-related issues such as dampness, mold, and structural deterioration.  3. Retaining Walls and Tunnels: Elastoseal is employed in the waterproofing of retaining walls and tunnels to prevent water penetration into the surrounding soil and the structure itself. It ensures the stability and durability of these critical civil engineering elements.  4. Bridge Decks and Expansion Joints: Elastoseal is utilized in the waterproofing of bridge decks to protect the underlying concrete from water and chloride ingress, which can cause corrosion of reinforcement. It is also used to seal expansion joints in bridges, ensuring water-tightness while accommodating movement and preventing debris accumulation.  5. Concrete Repair and Protection: Elastoseal is sometimes used as a protective coating for concrete surfaces to enhance their durability and resistance to water, chemicals, and environmental factors. It can be applied to concrete structures such as columns, beams, and slabs to extend their service life and prevent further damage.  6. Water Tanks and Swimming Pools: Elastoseal is utilized in the waterproofing of water tanks and swimming pools to prevent water leakage and ensure water containment. It provides a reliable and durable waterproofing solution for these structures, which are subject to constant water exposure.  It's important to note that the specific application guidelines and compatibility of Elastoseal may vary depending on the manufacturer and the project requirements. It is recommended to consult with a structural engineer or a waterproofing specialist to determine the most appropriate use of Elastoseal in a specific civil engineering project.
  • 35. ELASTO SEAL WE USED THE ELASTO SEAL PRODUCT SO FILL SMALL HAIR LINE CRACKS AND TO MAKE THE FILLED CRACK WATER AND AIR TIGHT SO THERE IS NO SPACE TO AIR TO GO INSIDE THE BEAM WHICH WONT CAUSE CORROSION OF STEEL
  • 37. ADITYA BIRLA PUTTY  Aditya Birla Putty is a popular brand of wall putty manufactured by Aditya Birla Group, one of the largest conglomerates in India. Wall putty is a white cement-based powder that is mixed with water and applied to the interior and exterior walls before painting. It serves as a preparatory coating that provides a smooth and even surface for paint application while also offering various other benefits.  Here are some key features and benefits of Aditya Birla Putty:  1. Surface Smoothing: Aditya Birla Putty helps to fill in minor surface imperfections such as cracks, dents, and undulations, resulting in a smooth and uniform surface. This creates an ideal base for painting and enhances the aesthetic appeal of the walls.  2. Improved Paint Adhesion: The application of wall putty improves the adhesion of paint to the walls, allowing the paint to adhere better and provide a longer-lasting finish. This helps to prevent peeling, flaking, and blistering of the paint.  3. Hiding Imperfections: Aditya Birla Putty has good coverage properties, which means it can effectively hide surface imperfections and blemishes. It helps to create a flawless appearance by minimizing the visibility of stains, patches, and unevenness on the walls.  4. Durability and Longevity: Wall putty, including Aditya Birla Putty, forms a strong and durable layer on the walls. It helps to protect the underlying surface from moisture, weathering, and other environmental factors, thereby extending the life of the paint and the walls themselves.  5. Ease of Application: Aditya Birla Putty is easy to mix and apply. It has a smooth consistency that allows for easy spreading and leveling on the walls. It can be applied using a putty knife or trowel, and it dries quickly, enabling faster completion of the painting process.  6. Suitable for Interior and Exterior Surfaces: Aditya Birla Putty is suitable for both interior and exterior walls, making it versatile for various applications. It can be used in residential, commercial, and industrial projects to achieve smooth and aesthetically pleasing wall finishes.  It's important to follow the manufacturer's instructions and guidelines for the correct mixing ratios, application techniques, and drying times when using Aditya Birla Putty or any other brand of wall putty. This will ensure optimal results and the desired finish on your walls.
  • 39. ADITY BIRLA PUTTY USED ADITYA BIRLA PUTTY ON THE REAPAIRED BEAMS TO INCREASE ITS APPEARANCE
  • 40. CONCLUSION  In conclusion, the repair and maintenance of minor cracks in beams are essential for maintaining the structural integrity and safety of the beams. Addressing these cracks in a timely manner can prevent further damage and potential structural failures.  Through careful inspection and assessment, the nature and severity of the cracks can be determined, allowing for appropriate repair methods to be selected. Whether it's through epoxy injection, crack stitching, or surface sealing, the chosen repair approach should effectively restore the structural integrity of the beams and prevent further crack propagation.  Proper surface preparation, including cleaning and removing loose debris, is crucial to ensure a strong bond between the repair material and the beam surface. Following manufacturer guidelines and using high-quality repair products, such as epoxy resins or sealants, is important to ensure durable and long-lasting repairs.  Regular maintenance and monitoring of the repaired beams are vital to detect any emerging issues or new cracks. Implementing a maintenance program that includes periodic inspections will help identify and address any potential problems before they escalate into major structural issues.  By undertaking these repair and maintenance practices, minor cracks in beams can be effectively managed, prolonging the lifespan of the structure and ensuring the safety of occupants. Consulting with professionals and following industry best practices will help ensure the proper assessment, selection, and implementation of repair strategies for minor cracks in beams.