Showing posts with label QA/QC civil. Show all posts
Showing posts with label QA/QC civil. Show all posts

Saturday, February 4, 2017

Techshore Inspection Services : SLUMP TEST


Slump test is a quality control test used to ensure the quality of concrete during manufacture. This test is conducted when the concrete is in the plastic state. It is mainly used to determine the consistency or work ability of concrete. The result of slump test is also taken into consideration while accepting a load of concrete. The first step in slump test is to take a test sample from the batch of concrete within 20 minutes of the arrival concrete in site. The sample is taken in one of the following two ways:
Sampling done after 0.2 m³ of the load has been poured (common method).
Sample taken from three places in the load, at equal intervals and equal portions, during the discharge.
Image result for slump test apparatus
            Fig.1  Equipment

A Slump cone which is in the form of a frustum with height 30 cm, bottom diameter 20 cm and top diameter 10 cm.
A steel tamping rod with 16 mm diameter and 60cm length which is rounded at one end.
Slump Plate of size 50 cm x 50 cm.
A Ruler or scale
Float and trowel
Procedure
At first the slump cone is placed over the slump plate and both are cleaned and moistened. Then fill one-third of the cone with concrete and this layer is rodded by giving 25 strokes to it. While rodding make sure that the whole area is rodded uniformly. Rodding means pushing the tamping rod in and out of the concrete to compact it. Always rod in a definite pattern by which rodding is done from outside to inside. The slump cone must be held firmly by standing on the foot lugs while adding the concrete during rodding.
Concrete Slump Test Procedure
                                                              Fig. 2
After rodding the first layer, fill the slump cone with a second layer until two-third is full and rod this layer uniformly with 25 strokes just into the top of the first layer. Then fill the slump cone with next layer until it slightly overflows and rod this top layer uniformly with 25 strokes just into the top of the second layer. Then remove the excess concrete from the top using a straight edge so that the cone is exactly filled and the spilled concrete removed from around the bottom of the cone.
Concrete Slump Test
                       Fig. 3
Then lift the slump cone straight up very slowly. The cone is then turned upside down without further disturbing the concrete and the taming rod is placed across the up-turned cone. The distance from the rod is then measured to the top of the slumped concrete. If the top of the slump is irregular, average height is measured. If the slump is too high or too low compared to the specification, another sample must be taken. If this also fails then the remainder of the batch should be rejected.
Result
Slump for the given sample is measured in mm. While carrying out the slump test, following are the shape of the concrete slump that can be observed:
Concrete Slump Test Results - Slump Shapes
                                                   Fig. 4
True Slump: This is the only slump that can be measured in the test. The measurement is taken between the top of the cone and the top of the concrete after the removal of cone as shown in Fig.3.
Zero Slump: This slump is the indication of very low water-cement ratio, which results in dry mixes. Such type of concrete is generally used for road construction.
Collapsed Slump: This slump is an indication that the water-cement ratio is too high. This indicates that the concrete mix is too wet or it is a high workability mix, for which a slump test is not appropriate.
Shear Slump: This slump indicates that the result is incomplete, and concrete to be retested.

Techshore Inspection Services : Bar bending schedule

Bar bending schedule
  • Bar bending schedule provides details of reinforcement and bending length as well as the total weight.
  • Bar bending schedule provides the steel quantity requirement much accurately and thus provides an option to optimize the design.
     
    Standard weight coefficient for steel
  • Formula :       D2  / 162
  • D : Diameter in mm
  • For Example:
  • If D=6mm
Weight for 1m
   6X6/162 = 0.22Kg
Diameter
Weight for 1m
6mm
0.22
8mm
0.39
10mm
0.61
12mm
0.88
16mm
1.58
20mm
2.46
22mm
2.98

Development length
Development length is the amount of rebar length that is required to be embedded or to be projected into concrete to create desired bond strength between the two materials and to develop the required stress in steel at that particular section.


Image result for development length of reinforcement bars images

Code used for bending and fixing bars in concrete works is IS2502:1963
Concrete cover for reinforcement is provided to protect the reinforcement against corrosion and  hence to provide resistance against fire.

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Wednesday, February 1, 2017

TECHSHORE INSPECTION SERVICES :Polymer concrete

Polymer concrete

Concrete is most vigorous material in modern construction. In addition to normal concrete, other multiplicities in use, high strength and high performance concrete, have self-compacting ,light  in weight, density is high ,fiber reinforced ,polymer, coloured concrete etc.
Special types of concrete are those with out-of-the-ordinary properties or those produced by unusual techniques. These concrete do have advantages as well as disadvantages.
  • Polymer concrete is part of group of concretes that use polymers to supplement or replace cement as a binder. The types which have include polymer-impregnated concrete, and also polymer-Portland-cement concrete.
  • In the polymer concrete, mainly thermosetting resins are used as the primary polymer component due to its resistance and high thermal stability to a wide multiplicity of chemicals.
  • Polymer concrete is also composed of combinations that include quarts, silica, limestone and granite, and other high quality material.
  • Polymer concrete shall be used for new construction or used for repairing of old concrete.
  • The low corrosive resistance and permeability of polymer concrete allows it to be effectively used in swimming pools, drainage channels, sewer structure applications, electrolytic cells for base metal recovery, and other type of structures that have contain corrosive chemicals or liquids.
  • It is especially very suited for to the rehabilitation and construction of manholes due to their capacity to withstand noxious and corrosive sewer gases and bacteria which are commonly found in sewer system.
Fig. 1, 2, 3 & 4 illustrates the polymer concrete.






Advantages
  1. Rapid curing at ambient temperature
  2. High tensile, flexural, and compressive strengths.
  3. They have better adhesion to most of the surfaces.
  4. Generally polymer concrete has very long term durability with respect to freeze and thaw cycles.
  5. Polymer concrete has low permeability to aggressive solutions and water.
  6. Polymer concrete has good chemical resistance.
  7. Good resistance against corrosion.
  8. Lighter weight & dielectric.
  9. Allows use of regular form –release agents.

Disadvantages
  1. Product hard to operate with conservative tools such as drills and presses due to its strengths and density. Suggested getting pre-modified product from the manufacturer.
  2. Small boxes which are using are more costly when comparison with pre-cast counterpart and also pre-cast concretes induction of stacking or steel covers quickly bridge the gap.
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