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LITERATURE STUDY ON
CRACKS by V.Chiranjeevi 13061AA011 v sem,s.a.r.c.a
INTRODUCTION. Majority of cracks occur when the building
or its components or the material of which the building is made up of its subjected to forces which are greaterthan those which it can withstand.
Cracks may also occur if the material used in the building is of poor quality and the construction is not carried out in accordance with relevant drawings , prescribed job specifications and In a work –man-like manner.
Cracks can be divided into two
categories STRUCTURAL CRACKS NON STRUCTURAL CRACKS
STRUCTURAL CRACKS. These cracks may arise due to various
reasons such as incorrect design, overloading of the structural components, overloading of soil on which the following building is constructed or other similar factors.
Structural cracks endanger the stability of the building and maybe difficult to be rectified.
Ectensive cracking of foundation walls, beams, columns or slab etc., are examples of structural cracks.
NON-STRUCTURAL CRACKS. These cracks are generally due to internal
forces developed in the building on account of changes in the size of building components due to moisture variation, temperature variation, the effect of gases, liquids and solids on the building components.
The non-structural cracks can be repaired provided the reasons for cracks are identified and suitable remedial measures are taken to prevent the re –occurrance.
CAUSES OF OCCURANCE OF CRACKS.
CRACKS DUE TO MOISTURE CHANGES. CRACKS DUE TO TEMPERATURE. CRACKS DUE TO VEGETATION. CRACKS DUE TO MOVEMENTS OF
GROUND. CRACKS DUE TO EFFECT OF CHEMICAL
REACTION. CRACKS DUE TO ELASTIC
DEFORMATION AND CREEP.
TYPES OF CRACKS.HORIZONTAL CRACK.VERTICAL CRACK.DIAGONAL CRACK.TOOTHED CRACK.IRREGULAR OR RANDOM
CRACKS.
EPOXY INJECTION Cracks are generally about 0.05mm width These can be generally over come by epoxy
injection process In this process is established by entry and
venting ports at close intervals along the cracks,sealing the crack on exposed surfaces,and injecting the epoxy under pressure
Epoxy injection has been successfully used in repair of cracks in buildings,dams,all other types of structures
If the cause of the crack cannot be removed
then 2 options are available One is to route and seal the crack ,thus
treating it as a joint And the other is to establish a joint that will
accommodate the movement and then inject the crack with epoxy or other suitable materials
o epoxy injection requires a high degree of skill for satisfactory excruciation of technique
CLEAN THE CRACKS This is to clean the cracks that have
been contaminated In the contaminants such as oil,
grease ,dirt, fine particles of concrete will prevent epoxy penetration and bonding and reduce the effectiveness of the repairs
These can be removed by vacuuming are flushing with water or other special effective cleaning solutions
sealing of surfaces A surface can be sealed applying an
epoxy ,polyester, or other appropriate sealing materials to the surface of the crack and allowing it to harden.
A strippable plastic surface sealer can be stripped away to expose the gloss-free surface.
For an extremely high injection pressure are needed , the crack can be cut out to a depth of ½ inch to 13mm and width of about ¾ inch or 20mm in a V shape , filled with a epoxy , and struck of flush with surface
GENERAL METHODS IN INSTALLING ENTRY AND VENTING PORTS Fittings inserted into drilled holes: This
method was the first to be used, and is often used in conjunction with V-grooving of the cracks. The method entails drilling a hole into the crack, approximately 3/4 in. (20 mm) in diameter and 1/2 to 1 in. (13 to 25 mm) below the apex of the V grooved section.
Bonded flush fitting: When the
cracks are not V grooved , a method frequently used to provide an entry port is to bond a fitting flush with the concrete face over the crack. The flush fitting has an opening at the top for the adhesive to enter and a flange at the bottom that is bonded to the concrete.
Interruption in seal: Another
system of providing entry is to omit the seal from a portion of the crack. This method can be used when special gasket devices are available that cover the unsealed portion of the crack and allow injection of the adhesive directly into the crack without leaking.
Inject the epoxy: Hydraulic pumps,
paint pressure pots, or air-actuated caulking guns may be used. The pressure used for injection must be selected carefully
If the pressure can not be maintained, the epoxy is still flowing into unfilled portions or leaking out of the crack
Alternative procedure: For massive
structures, an alternate procedure consists of drilling a series of holes [usually 7/8 to 4-in. (20 to 100-mm) diameter] that intercepts the crack at a number of locations. Typically, holes are spaced at 5-ft (1.5-m) intervals.
ROUTING AND SEALING The procedure consists of preparing a groove
at the surface ranging in depth, typically, from 1/4 to 1 in. (6 to 25 mm). A concrete saw, hand tools or pneumatic tools may be used. The groove is then cleaned by air blasting, sandblasting, or water blasting, and dried. A sealant is placed into the dry groove and allowed to cure. A bond breaker may be provided at the bottom of the groove to allow the sealant to change shape, without a concentration of stress on the bottom
How to refill crack
CRACK IN BEAMS
Pre-stressing steel
Post-tensioning is often the desirable solution when a major portion of a member must be strengthened or when the cracks that have formed must be closed . This technique uses pre stressing strands or bars to apply a compressive force. Adequate anchorage must be provided for the pre stressing steel, and care is needed so that the problem will not merely migrate to another part of the structure . shown in the above figure
Slab failre due to improper treatment and rain water de[position
CRACKS IN SLABS CAUSES DUE TO THE IMPROPER
MAINTANENCE OF CURING DUE TO SALTS THAT CORRODE THE
STEEL IN SLAB PREVENTION
Adding joints maybe necessary to reduce further slab cracking if the joints are omited in the original construction.
CRACKS IN COLUMNS
REASONS MANY OF THE TIMES IT BECOMES
NECESSARY TO INTRODUCE RCC COLUMNS IN A LOAD BEARING WALLS FOR SUPPORTING HEAVIER LOADS WITH PASSAGE OF TIME.
RCC COLUMS UNDERGO SOME SHORTENING DUE TO ELASTIC DEFORMATION AND CREEP RESULTING IN VERTICAL CRACKS.
THESE CAN BE APPEARED AT THE JUNCTION OF COLUMN WITH MASONRY
PREVENTION These types of cracks can be
prevented by ensuring adequate curing of R.C.C columns and by providing air gap between the masonry and column.
Besides this a groove in the plaster at the joints between the column and the masonry also helps in restricting crack within the groove.
Brick wall cracks. These are the some of the reasons
for the brick wall cracks.Cold weather.
Bad foundation.Too much weight.
Structural problem.Too much moisture.
Preventative stepsRemove protrusions or loose
debris.Tape holes and cracks.Fill voids and cover tape.Smooth the area.Finish the area.
Cracks in walls.
CRACKS ABOVE WINDOWS AND DOOR OPENINGS
These are common structural defects that show signs of movement which will need to be rectified
Diagonal stepped cracking often indicates that the lintel and supports the masonry above the openings has failed
Lintel failure often occurs upon the removal of hard wood windows that are originally designed to bear a substantial load with out distorting and are replaced with standard u-pvc windows which are non load bearing allowing the lintel to drop
Prevention Lintels can now be repaired using the twist fix
helical system by using their bed joint reinforcement which is effectively creates a new lintel within the existing masonry by removing the mortar within two bed joints above the lintel and inserting helical rods composed in grout to create a load bearing lintel which spreads the structural loads across the length of bars preventing further sagging of a lintel with the patented twist fix 9mm CD helical tie we are able to install 450mm long vertical ties through masonry in the lintel
Cracks above arches
Window seal level crack