SUMMARY FROM ACI 224.1R-93. When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The.

Slides:



Advertisements
Similar presentations
Unit 8 Fastening Systems
Advertisements

CASTING A CONCRETE WALL
SHOTCRETING K.V.SUBBA RAO.
Above Ground Storage Tanks &
Summary of Conceptual Design Site 3 Causeway Landfill Culvert Stabilization Marine Corps Recruit Depot Parris Island (CTO JM38) 19 August 2014.
Rigid Pavement Concrete. Transverse Cracking Rigid Pavement Transverse Cracking Causes:  Slab longer than 15’ Slab Curl Curing.
Jointing Chapter 8 Starts on CCS1-10 page 49.
2013 C&MS Section 500- Structures Changes from 2010 to 2013 Construction and Materials Specifications in Structures Items.
Neptune Research Inc. Introduction For more than 25 years, Neptune Research Inc. has focused its strategic research initiatives on the development, manufacturing.
Method to fix wall tiles. Preparation All wall tiles to be immersed in water for 3-4 hours for better results. Some gap in between the rows to allow the.
GROUNDWATER CONTROL.
ONE-WAY SLAB. ONE-WAY SLAB Introduction A slab is structural element whose thickness is small compared to its own length and width. Slabs are usually.
Masonry. Terms –F > 15-5 –Go thru all figures –Joints between brick = ¼ inch.
And Repair Of Structures
Foundation Systems.
Foundations. Foundation supports weight of structure –Includes soil and rock under foundation –Building construction described by foundation type Slab.
The Good, the Bad, and the Ugly 2 May 2008 Sacramento, CA Alan Macnab
Objectives : ANALYZE home maintenance techniques.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 7 Isolated Partial Depth Concrete Repair.
Performance of Slag Pavements Prepared by Peter Rufford P E E C E.
Chapter 18 Foundations.
Building Foundations Foundation Walls.
Masonry Details.
CRACK CONTROL IN CONCRETE MASONRY WALLS
CONSTRUCTING A FIVE CABIN LATRINE
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
ICRI Fall 2011 Convention John Weisbarth- The Euclid Chemical Co. Mick Honek- Geotechniques Inc. Current Methods and Technologies for Repairing Concrete.
OPTIMUM COATING SOLUTIONS OPTEK PRODUCTS CEMETITIOUS COATINGS AND ADDITIVES Brief overveiw.
SELECTION AND INSTALLATION OF BRIDGE EXPANSION JOINTS
TRENCHLESS TECHNOLOGY
Cracks in Concrete. 2-Classifications 2-Classifications 3-Concrete removal, preparation 4-References Cracks in Concrete 1-lntroduction.
Unit 26. Sizes 7-5/8” high 15-5/8” long Common depths – 8”, 10”,12” 3/8” mortar joints Walls usually stand 7’-4”
1Furmanite Confidential - 1/9/04 Motor and Pump Base Foundational Repair.
Plastic Shrinkage Cracking Evaluation and Repair.
Grindstone Seepage Mitigation Project Village of Ruidoso Ed Toms 2105 NMWDOC Spring Workshop May 12, 2015.
Presented by: Peter Emmons,
The new technology for watertight construction joints
BondChem TECHNICAL DATA Roll-a-crete ( Three Component Cementitious Waterproof Coating ) Page 1 / 2. DESCRIPTION BondChem’s Roll-a-crete is a three component.
PAVEMENT MAINTENANCE 1 Part 3: Potholes and Cracks Idaho Roads Scholar Program.
MASONRY.
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
I-99 HPC Initiative: Upcoming Work. Phase II Testing  25 Phase II Mixes –Control, silica fume, fly ash, slag, ternary, Aquron, Ipanex  Phase II Testing.
4.4 SOIL NAILING SOIL NAILING IS A REINFORCEMENT METHOD TO REINFORCE THE GROUND WITH STEEL BARS OR STEEL BARS IN GROUT FILLED HOLES. IT IS MAINLY USED.
SESSION 9 Construction Considerations. Objectives  Describe key aspects of: Prepaving operations Paving operations Postpaving operations  Understand.
Silica Fume Inspection
Bulb Piles –Franki Piles or pressure injected footings –Special form of cast in place pile with an enlarged base for increased load bearing F 10-4 Minipiles,
PLASTERING AND POINTING Building Construction
Foundation Failure. Foundation movement may result from a wide range of factors, which can include: Shrinking or swelling of clays caused by changes in.
4.4 Size of a Horizontal Boring Machine:  Conventionally, the size of a horizontal boring machine is specified by the spindle diameter in mm.  The spindle.
An Introduction to Cathodic Protection. The Problem Water and de-icing salts along the splash zone of the abutment walls to this roadbridge have caused.
Part 11 Concrete repairs - sealing of cracks and waterproofing (Part 11, PP 2007, animation+p/r : DEMO) ready Copyright notice Unauthorised.
2016 SUBSTRATE PREPARATIONS. SUBSTRATE PREPARATION METHODS FOR CONCRETE Very Course Profile Scabbling – Suitable for very aged, weak or contaminated substrates.
Concrete Repair presented by: Amirhossein Jodeiri Mapua Institute Of Tecnology.
Concrete Repair.
CIVI 6061-Strengthening of bridges using FRP
Concrete Bridge Decks Large Percentage of All Bridge Decks (over 90%)
UNIT: 6 STRENGTHENING OF STRUCTURES. 1. Jacketing  primarily applicable to the repair of deteriorated columns, piers and piles  Jacketing consists of.
METHODS OF CRACK REPAIRS
Global Exotics Board Replacement
TRENCHLESS TECHNOLOGY
Visit for more Learning Resources
Plasters and Pointing. Plasters and Pointing Objects of Plastering: Plastering or surface rendering is the application of mortar to any rough surface.
PUAN NOORLI ISMAIL.
Core and Saw have Been Providing Hand Sawing Services in Geelong, Melbourne and Regional Victoria Since 2007.
Introduction to Pavement Design
RCC UNIT-12 Prestressed Concrete
What is CONCRETE SLUMP TEST –
Practical Metalworking
Willamette Valley Company
Chris Sajbel Pecora Corporation
Presentation transcript:

SUMMARY FROM ACI 224.1R-93

When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The cause of the cracking should be established before repairs are specified…… Drawings, specifications, and construction and maintenance records should be reviewed…… EVALUATION OF CRACKING

Direct and indirect observation The locations and widths of cracks should be noted on a sketch of the structure. A grid marked on the surface of the structure can be useful to accurately locate cracks on the sketch. Crack widths can be measured to an accuracy of about in. (0.025 mm) using a crack comparator, which is a small, hand-held microscope with a scale on the lens closest to the surface being viewed. Fig. 2.1 EVALUATION OF CRACKING Determination of location and extent of concrete cracking

Crack movement can be monitored with mechanical movement indicators of the types shown in Fig The indicator, or crack monitor, shown in Fig. 2.2 (a) gives a direct reading of crack displacement and rotation. The indicator in Fig. 2.2 (b) amplifies the crack movement and indicates the maximum range of movement during the measurement period. Mechanical indicators have the advantage that they do not require moisture protection. EVALUATION OF CRACKING Determination of location and extent of concrete cracking

Nondestructive testing-Nondestructive tests can be made to determine the presence of internal cracks and voids and the depth of penetration of cracks visible at the surface. Tapping the surface with a hammer or using a chain drag are simple techniques to identify laminar cracking near the surface. A hollow sound indicates one or more cracks below and parallel to the surface. The presence of reinforcement can be determined using a pachometer (Fig. 2.3) (Malhotra 1976). EVALUATION OF CRACKING Determination of location and extent of concrete cracking

Successful repair procedures take into account the causes of the crackingSuccessful repair procedures take into account the causes of the cracking Methods: 1- Epoxy injection 2- Routing and sealing 3- Stitching 4- Additional reinforcement 5- Drilling and plugging

1- Epoxy injection Cracks as narrow as (0.05 mm) can be bonded by the injection of epoxyCracks as narrow as (0.05 mm) can be bonded by the injection of epoxy It is used in the repair of cracks in buildings, bridges, dams, and other types of concrete structures It is used in the repair of cracks in buildings, bridges, dams, and other types of concrete structures If the cause of the cracks cannot be removed, then two options are available.If the cause of the cracks cannot be removed, then two options are available. 1-rout and seal the crack1-rout and seal the crack 2-establish a joint that will accommodate the movement and then inject the crack2-establish a joint that will accommodate the movement and then inject the crack

1- Epoxy injection This technique is not applicable if the cracks are actively leaking and cannot be dried outThis technique is not applicable if the cracks are actively leaking and cannot be dried out Seal the surfaces. Surface cracks should be sealed to keep the epoxy from leaking out before it has gelledSeal the surfaces. Surface cracks should be sealed to keep the epoxy from leaking out before it has gelled Materials used: polyester, CementitiousMaterials used: polyester, Cementitious

1- Epoxy injection If extremely high injection pressures are needed, the crack can be cut out in a V-shape and there Three methods are in general use to Install the entry and venting ports :If extremely high injection pressures are needed, the crack can be cut out in a V-shape and there Three methods are in general use to Install the entry and venting ports : 1- Fittings inserted into drilled holes1- Fittings inserted into drilled holes 2- Bonded flush fitting2- Bonded flush fitting 3- Interruption in seal3- Interruption in seal

1- Epoxy injection Epoxy injection may be used: Hydraulic pumps, paint pressure pots, or air- actuated caulking gunsEpoxy injection may be used: Hydraulic pumps, paint pressure pots, or air- actuated caulking guns

Hydraulic pumpsHydraulic pumps

air-actuated caulking gunsair-actuated caulking guns

2- Routing and sealing It is involves enlarging the crack along its exposed face and filling and sealing it with a suitable joint sealantIt is involves enlarging the crack along its exposed face and filling and sealing it with a suitable joint sealant

2- Routing and sealing It is useful for horizontal surfaces such as floors and pavementsIt is useful for horizontal surfaces such as floors and pavements used to treat both fine pattern cracks and larger, isolated cracks (waterproofing )used to treat both fine pattern cracks and larger, isolated cracks (waterproofing ) materials, including epoxies, urethanes, silicones, polysulfides, asphaltic materials, or polymer mortars materials, including epoxies, urethanes, silicones, polysulfides, asphaltic materials, or polymer mortars

2- Routing and sealing The procedure consistsThe procedure consists 1-Preparing a groove at the surface1-Preparing a groove at the surface 2-Cleaned by air blasting or water blasting and dried2-Cleaned by air blasting or water blasting and dried 3-Sealant is placed into the dry groove and allowed to cure3-Sealant is placed into the dry groove and allowed to cure

3- Stitching It is involves drilling holes on both sides of the crack and grouting in U-shaped metal units with short legsIt is involves drilling holes on both sides of the crack and grouting in U-shaped metal units with short legs

4- Additional reinforcement Types:Types: 1- Conventional reinforcement1- Conventional reinforcement consists of : sealing the crack, drilling holes that intersect the crack plane at approximately 90 deg,filling the hole and crack with injected epoxy and placing a reinforcing bar into the drilled holeconsists of : sealing the crack, drilling holes that intersect the crack plane at approximately 90 deg,filling the hole and crack with injected epoxy and placing a reinforcing bar into the drilled hole

4- Additional reinforcement Types: 2-Pre stressing steel2-Pre stressing steel uses pre stressing strands or bars to apply a compressive forceuses pre stressing strands or bars to apply a compressive force

5- Drilling and plugging It is consists of drilling down the length of the crack and grouting it to form a key It is consists of drilling down the length of the crack and grouting it to form a key It is most often used to repair vertical cracks in retaining wallsIt is most often used to repair vertical cracks in retaining walls