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agree and thanks for the post dear.........
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sexy_engineer
agree and thanks for the post dear.........
Thanks. Welcome to CE. Why don't you post a short introduction about yourself here: #-Link-Snipped-#
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Types of concrete failures
1. Cracking
2. Crazing and map cracking
3.low resistance to wear
4.dusting
5.scaling
6.popouts
7.blisters
8. Spalling
9. Ponding and inadequate slope to drain
10. Curling and warping
11. Carbonation
12. Freeze / thaw
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Concrete Finishes
The finishes of concrete may be classified as either form finished or mechanically finished and they are the following:
1. HARD STEEL TROWELED (BURNISHED TROWELED)
2. LIGHT STEEL TROWELED
3. FLOAT TROWELED
4. BROOM FINISH
5. SPECIAL CONCRETE FINISHES
*DRY SHAKE SURFACE HARDENERS
*BONDED TOPPINGS
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1. concrete is graded as M25, M30, M40, M60... all based on the compressive strength. an M25 grade concrete will have a compressive strength of 25 MPa.
2. in 28 days of curing the concrete will attain the required strength (25 MPa or 40MPa or so on...)
in 7 days curing it must have gained 70% of the strength.
3. two types of mix design: (i) volume batching, (ii) weight batching. the second is more preferred.
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tests on fresh concrete:-
there are many tests like
1. slump test
This test is used to determine the workability of fresh concrete, which would normally be undertaken at the point of delivery to ensure the concrete is of adequate consistency for placement.
2. compression test
Cubes of fresh concrete are made to test a variety of properties on the eventually cured and hardened concrete. Fresh concrete is subjected to a standard compaction regime in the cube mould and is then normally initially cured under specific laboratory conditions.
3. air contest testing
Air content of fresh concrete is normally measured, by the use of a special air meter, to assess whether the concrete contains the required amount of air. This would be measured when air’s entrapment or entrainment is required by the concrete design.
4.Bleeding
This test method is used to measure the amount of bleed water which may escape from a freshly compacted concrete sample.
5. setting time
This test is used to determine the elapsed time between batching of a concrete sample and when it is deemed by standard methods to have set.
6. temperature
Temperature of concrete at the time of placement is important to control and to avoid many possible difficulties. In hot climates, it is important to measure the temperature of the fresh concrete to ensure it is not too hot, which could cause flash setting and rapidly reducing workability. Measurements are generally taken at the point of placement.
of these the 1, 2, 5 are mostly done.
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non destructive testings on concrete structures:-
- VISUAL INSPECTION
- HALF-CELL ELECTRICAL POTENTIAL METHOD
- SCHMIDT REBOUND HAMMER TEST
- CARBONATION DEPTH MEASUREMENT TEST
- PERMEABILITY TEST
- PENETRATION RESISTANCE OR WINDSOR PROBE TEST
- RESISTIVITY MEASUREMENT
- ELECTROMAGNETIC METHODS OF TESTING CONCRETE
- RADIOGRAPHIC TESTING
- ULTRASONIC TESTING
- INFRARED THERMOGRAPHY
- CORROSION RATE MEASUREMENT
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For centuries, concrete has been used as a durable building material. Since the turn of the century, with the advent of steel reinforcing, concrete has become the most widely used building
material in modern society. Durable and corrosion resistant, concrete can resist attack by sunlight, moisture, most microorganisms, and come chemicals. Concrete is capable of achieving compressive strengths of as high as 14,000 P.S.I., and yet has relatively low tensile and flexibly strengths. Depending on the availability of raw materials and alternative building products, concrete can be relatively inexpensive to produce and simple to form into complex building shapes.
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When cement is mixed with water the resultant product is referred to as PASTE. This is if substance that binds all other ingredients together.
Aggregates are divided into two categories and are comprised of a large number of naturally occurring and manufactured products. The basic distinction is as follows:
Fine aggregate - #4 sieve to pan (1/4" to powder)
Coarse aggregate - 3/8" to 1-1/2"
The addition of fine aggregate to the PASTE transforms the product to a MORTAR. The subsequent addition of coarse aggregate results in CONCRETE.
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Plastic shrinkage, thermal shrinkage, settlement, movement can caused damage in concrete structures..in order to prevent this concrete joints are required. There are 3 common types of concrete joints and they are the following:
1. Contraction (Control) Joints-are purposely installed joints designed to regulate cracking that might otherwise occur due to the unpredictable, unavoidable, contraction of concrete.
2.Construction Joints- are made before and after interruptions in the placement of concrete or through the positioning of precast units.
3. Expansion Joints-are designed to prevent the crushing and distortion of the abutting concrete structural units that might occur due to the transmission of compressive forces that may be developed by expansion, applied loads, or differential movements arising from the configuration of the structure or its settlement.
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What’s involved in ordering concrete?
1. Grade Preparation- involves setting the grade elevation and creating a level and well-compacted surface. Compaction can be obtained using a compactor, sprinkler or both.
2. Placing the Concrete- You need to determine how the concrete will be placed, e.g. directly from the mixer truck into the prepared grade, a pump (trailer or boom) or a wheelbarrow. If pumping, Rinker Materials will need to know the size of the pump and the name of the pump company. Also keep in mind that a mixer truck is quite large and requires clearance of at least 14 feet in height and 10 feet in width to safely reach a job site.
3. Ordering- By using a concrete calculator, you can determine the amount of concrete needed. It is best to overestimate since a concrete finishing crew will likely be on site and another mixer truck may not be readily available. It is extremely important to order the right amount of concrete. Any excess concrete will be taken back to the plant and disposed of properly.
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Some common and main types of concrete are:
Normal concrete
High Strength Concrete
High Performance Concrete
Air Entrained Concrete
Light Weight Concrete
Self Compacting Concrete
Shotcrete
Pervious Concrete
Roller Compacted Concrete
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Stages of involved in making concrete -
1.Batching -involves weight and volume batching
2.Mixing
3.Transporting
4.Dumping
5.Compaction
6.Finishing
7.Curing
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Anre
Member •
Jun 26, 2017
What is Concrete Cancer??
Alkali-Aggregate Reaction is called as concrete cancer. The alkali-aggregate reaction is an important phenomenon that influences the strength of the concrete structure, how big or small the structure is.
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Fig.1.Bridge girders and piers after alkali - aggregate reaction
Some of the aggregates are not completely inert. Some contain reactive silica which will react with the alkalies present in the cement ( i.e. Sodium Oxide and Potassium Oxide). The failures of many structures like pavements, piers and sea wall may be due to the alkali-aggregate reaction.
Alkali -Aggregate reaction
The alkali-aggregate reaction is the reaction between the alkalies present in the cement and the reactive siliceous minerals in the aggregate. During the alkali-aggregate reaction, alkali silicate gels of unlimited swelling type are formed. Swelling of alkali silicate gels results in the disruption of concrete with the spreading of pattern cracks and eventual failure of the concrete structures.
For More Details on Alkali Aggregate Reaction in Concrete, refer the article:
#-Link-Snipped-# for Concrete Cancer
#-Link-Snipped-# for control measures of alkali aggregate reaction
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Common Problem while Concreting: Segregation:
Segregation in concrete means separation of concrete ingredients as the concrete mix is not homogeneous.A good picture of cohesion of the concrete mix is obtained by flow test. If the concrete is not cohesive the larger particles of aggregate will separate out and will move towards the edge. Another form of segregation happen if concrete mix carried out on a sloppy surface. A cement particle tends to run away from the center of the concrete mix and leaving the coarser material behind. Segregation cannot be measured in qualitative terms but can be detected by an expert eye.
For tips on avoiding and reducing the segregation of concrete, refer the following article: #-Link-Snipped-#
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