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Monday, 28 August 2017

INSULATION MATERIALS AND PROPERTIES


INSULATION MATERIALS AND PROPERTIES



2.1 DEFINITION OF INSULATION

Insulations are defined as those materials or combinations of materials which retard the flow of heat energy by performing one or more of the following functions:

1. Conserve energy by reducing heat loss or gain.

2. Control surface temperatures for personnel protection and comfort.

3. Facilitate temperature control of process.

4. Prevent vapour flow and water condensation on cold surfaces.

5. Increase operating efficiency of heating/ventilating/cooling, plumbing, steam, process and power systems found in commercial and industrial installations.

6. Prevent or reduce damage to equipment from exposure to fire or corrosive atmospheres.

7. Assist mechanical systems in meeting criteria in food and cosmetic plants.

8. Reduce emissions of pollutants to the atmosphere.

The temperature range, within which the term "thermal insulation" will apply, is from -75°C to 815°C. All applications below -75°C are termed "cryogenic", and those above 815°C are termed "refractory".

Thermal insulation is further divided into three general application temperature ranges as follows:

2.2 GENERIC TYPES AND FORMS OF INSULATION

The type indicates composition (i.e. glass, plastic) and internal structure (i.e. cellular, fibrous). The form implies overall shape or application (i.e. board, blanket, pipe covering).

2.2.1 TYPES

1. Fibrous Insulation - composed of small diameter fibers which finely divide the air space. The fibers may be perpendicular or parallel to the surface being insulated, and they may or may not be bonded together. Silica, rock wool, slag wool and alumina silica fibers are used. The most widely used insulations of this type are glass fiber and mineral wool. Glass fiber and mineral wool products usually have their fibers bonded together with organic binders that supply the limited structural integrity of the products.

2. Cellular Insulation - composed of small individual cells separated from each other. The cellular material may be glass or foamed plastic such as polystyrene (closed cell), polyisocyanurate and elastomeric.

3. Granular Insulation - composed of small nodules which may contain voids or hollow spaces. It is not considered a true cellular material since gas can be transferred between the individual spaces. This type may be produced as a loose or pourable material, or combined with a binder and fibers or undergo a chemical reaction to make a rigid insulation. Examples of these insulations are calcium silicate, expanded vermiculite, perlite, cellulose, diatomaceous earth and expanded polystyrene.

2.2.2 FORMS

Insulations are produced in a variety of forms suitable for specific functions and applications. The combined form and type of insulation determine its proper method of installation. The forms most widely used are:

1. Rigid boards, blocks, sheets, and pre-formed shapes such as pipe insulation, curved segments, lagging etc. Cellular, granular, and fibrous insulations are produced in these forms.

2. Flexible sheets and pre-formed shapes. Cellular and fibrous insulations are produced in these forms.

3. Flexible blankets. Fibrous insulations are produced in flexible blankets.

4. Cements (insulating and finishing). Produced from fibrous and granular insulations and cement, they may be of the hydraulic setting or air drying type.

5. Foams. Poured or froth foam used to fill irregular areas and voids. Spray used for flat surfaces.





2.3 PROPERTIES OF INSULATION

2.3.1 THERMAL PROPERTIES OF INSULATION

Thermal properties are the primary consideration in choosing insulations.

a. Temperature limits: Upper and lower temperatures within which the material must retain all its properties.

b. Thermal conductance "C": The time rate of steady state heat flow through a unit area of a material or construction induced by a unit temperature difference between the body surfaces.

c. Thermal conductivity "K": The time rate of steady state heat flow through a unit area of a homogeneous material induced by a unit temperature gradient in a direction perpendicular to that unit area.

d. Emissivity "E": The emissivity of a material (usually written ε or e) is the relative ability of its surface to emit energy by radiation. It is the ratio of energy radiated by a particular material to energy radiated by a black body at the same temperature.

e. Thermal resistance "R": Resistance of a material to the flow of heat.

f. Thermal transmittance "U": The overall conductance of heat flow through an "assembly".

2.3.2 MECHANICAL AND CHEMICAL PROPERTIES OF INSULATION

Properties other than thermal must be considered when choosing materials for specific applications. Among them are:

a. Alkalinity (pH) or acidity: Significant when moisture is present. Also insulation must not contribute to corrosion of the system.

b. Appearance: Important in exposed areas and for coding purposes.

c. Breaking load: In some installations the insulation material must "bridge" over a discontinuity in its support. This factor is however most significant as a measure of resistance to abuse during handling.

d. Capillarity: Must be considered when material may be in contact with liquids.

e. Chemical reaction: Potential fire hazards exist in areas where flammable chemicals are present.

Corrosion resistance must also be considered.

f. Chemical resistance: Significant when the atmosphere is salt or chemical laden and when pipe content leaks.

g. Coefficient of expansion and contraction: Enters into the design and spacing of expansion/contraction joints and/or use of multiple layer insulation applications.

h. Combustibility: One of the measures of a material's contribution to a fire hazard.

i. Compressive strength: Important if the insulation must support a load or withstand mechanical abuse without crushing. If, however, cushioning or filling in space is needed as in expansion/contraction joints, low compressive strength materials are specified.

j. Density: A material's density may affect other properties of that material, such as compressive strength. The weight of the insulated system must be known in order to design the proper support.

k. Dimensional stability: Significant when the material is exposed to temperature; expansion or shrinkage of the insulation may occur resulting in stress cracking, voids, sagging or slump.

l. Fire retardancy: Flame spread and smoke developed ratings are of vital importance; referred to as "surface burning characteristics".

m. Resistance to ultraviolet light: Significant if application is outdoors and high intensity indoors.

n. Resistance to fungal or bacterial growth: Is important in all insulation applications.

o. Shrinkage: Significant on applications involving cements and mastics.

p. Sound absorption coefficient: Must be considered when sound attenuation is required, as it is in radio stations, some hospital areas where decibel reduction is required.

q. Sound transmission loss value: Significant when constructing a sound barrier.

r. Toxicity: Must be considered in the selection of all insulating materials.





2.4 MAJOR INSULATION MATERIALS

The following is a general inventory of the characteristics and properties of major insulation materials used in commercial and industrial installations.

2.4.1 CALCIUM SILICATE

Calcium silicate insulation is composed principally of hydrous calcium silicate which usually contains reinforcing fibers; it is available in molded and rigid forms. Service temperature range covered is 35°C to 815°C. Flexural and compressive strength is good. Calcium silicate is water absorbent. However, it can be dried out without deterioration. The material is non-combustible and used primarily on hot piping and surfaces. Jacketing is field applied.

2.4.2 MINERAL FIBER

a. Glass: Available as flexible blanket, rigid board, pipe covering and other pre-molded shapes.

Service temperature range is -40°C to 232°C. Fibrous glass is neutral; however, the binder may have a pH factor. The product is non-combustible and has good sound absorption qualities.

b. Rock and Slag: Rock and slag fibers are bonded together with a heat resistant binder to produce mineral fiber or wool. Upper temperature limit can reach 1035°C. The same organic binder used in the production of glass fiber products is also used in the production of most mineral fiber products.

Mineral fiber products are non-combustible and have excellent fire properties.

2.4.3 CELLULAR GLASS

Available in board and block form capable of being fabricated into pipe covering and various shapes. Service temperature range is -273C to 200°C and to 650°C in composite systems. Good structural strength, poor impact resistance. Material is non-combustible, non-absorptive and resistant to many chemicals.

2.4.4 EXPANDED SILICA, OR PERLITE

Insulation material composed of natural or expanded perlite ore to form a cellular structure; material has a low shrinkage coefficient and is corrosion resistant; non-combustible, it is used in high and intermediate temperature ranges. Available in pre-formed sections and blocks.

2.4.5 ELASTOMERIC FOAM

Foamed resins combined with elastomers to produce a flexible cellular material. Available in preformed sections or sheets, Elastomeric insulation offer water and moisture resistance. Upper temperature limit is 1050C. Product is resilient. Fire resistance should be taken in consideration.

2.4.6 FOAMED PLASTIC

Insulations produced from foaming plastic resins create predominately closed cellular rigid materials. "K" values decline after initial use as the gas trapped within the cellular structure is eventually replaced by air. Check manufacturers' data. Foamed plastics are light weight with excellent cutting characteristics. The chemical content varies with each manufacturer. Available in pre-formed shapes and boards, foamed plastics are generally used in the lower intermediate and the entire low temperature ranges. Consideration should be made for fire retardancy of the material.

2.4.7 REFRACTORY FIBER

Refractory Fiber insulations are mineral or ceramic fibers, including alumina and silica, bonded with extremely high temperature inorganic binders, or a mechanical interlocking of fibers eliminates the need for any binder. The material is manufactured in blanket or rigid form. Thermal shock resistance is high. Temperature limits reach 1750°C. The material is non-combustible.

2.4.8 INSULATING CEMENT
Insulating and finishing cements are a mixture of various insulating fibers and binders with water and cement, to form a soft plastic mass for application on irregular surfaces. Insulation values are moderate. Cements may be applied to high temperature surfaces. Finishing cements or one-coat cements are used in the lower intermediate range and as a finish to other insulation applications. Check each manufacturer for shrinkage and adhesion properties

Chemical Composition of the Animal Body.

                                  Chemical Composition of the Animal Body.

Chemical Composition of the Animal Body.
Animals, like all life forms, are composed of and dependent upon an assortment of chemical compounds. To understand the chemistry of life, we need to first understand the basics of general chemistry. The elements that naturally occur in animals include (in order of descending percent body weight, approx):
  • oxygen (65%)
  • carbon (19%)
  • hydrogen (10%)
  • nitrogen (3%)
  • calcium (1%)
  • phosporus (1%)
  • potassium (0.2%)
  • sulfur (0.1%)
  • sodium (0.1%)
  • chlorine (0.1%)
  • magnesium (0.1%)
  • manganese (0.1%)
  • iron (0.1%)
  • copper (0.1%)
  • iodine (0.1%)
Molecules can be subdivided into two main groups, those that contain carbon, organic molecules and those that lack carbon, inorganic molecules. The chemistry of the organic molecules is influenced primarily by the characteristics of carbon. Carbon atoms bond together with other carbon atoms to form chains and rings of a wide range of lengths and configurations. Some examples of organic molecules include:
  • carbohydrates - animals' main source of energy
  • lipids - building blocks of fats, make up cell parts and supply energy
  • proteins - structural material, hormones, enzymes, metabolic functions, endocrine functions.
  • nucleotides - building blocks of nucleic acids, DNA and RNA

Chemical composition in Plants
Elements
    • In addition to the carbon, hydrogen and oxygen that make up the vast majority of both plant and animal cells, plants will contain nitrogen, phosphorus, potassium, calcium, magnesium, zinc, sulfur, chlorine, boron, iron, copper, manganese and molybdenum. Some of these are found in only very trace amounts, and the composition may vary between different types of plants.
Cell Wall
    • A major difference between plants and animals is that plant cells are surrounded by a cell wall, which animal cells lack. The major component of the cell wall is cellulose, which is a polysaccharide, a large molecule made up of many smaller sugar molecules linked together. Glucose is the subunit in cellulose. In addition to cellulose, plant cell walls contain lesser amounts of hemicellulose and pectin; both of which are also large molecules made up of recurrent smaller subunits.
Chlorophyll
    • Plants, unlike animals, can obtain energy directly from the sun, thanks to the extraordinary chemical chlorophyll. There are two main types of chlorophyll: a and b. Both are very similar and differ only in a small side chain within the large molecule. Like most chemicals involved in life processes, it's mostly carbon, hydrogen and oxygen. There are four nitrogen atoms within a chlorophyll molecule and, at the center of the molecule, one atom of magnesium. Chlorophyll is able to take energy in the form of sunlight, and chemically convert carbon dioxide and water into glucose and oxygen.
DNA and Protein
    • Both plants and animals are eukaryotic, meaning the cells contain a nucleus at the center containing the genetic material. Although there are many differences between plants and animals, there is a remarkable similarity on this level. Plants, like animals, use DNA, consisting of the same sugar-phosphate backbone and using the nucleotide bases adenine, guanine, thymine and cytosine, to code for amino acids to construct proteins.


Friday, 4 August 2017

AIM: To determine the California Bearing Ratio(CBR) value of the subgrade soil.

APPARATUS:-
Ø  Loading machine- any compression machine can operate at constant rate of 1.25mm per minute.
Ø  Cylindrical mould of 150mm diameter and 175mm height provided with the collar about 50mm length and detachable perforated base.
Ø  Compaction rammer of rate 2.5kg.
Ø  Coarse filter paper.
Ø  Balance

THEORY:-
The CBR test was developed by the California division of highways as a method of classifying and evaluating soil subgrade and base course materials for flexible pavements. CBR is the measure of resistance of a material to penetration of a standard plunger under controlled density and moisture conditions. CBR test may be conducted in a remoulded or a undisturbed sample. The test consists of causing a cylindrical plunger of 50mm diameter to penetrate of pavement component material at 1.25mm per minute. The loads for 2.5mm and 5mm are recorded. The load is expressed as a percentage of standard load value at a respective deformation level to obtain CBR value.


PROCEDURE:-
Sieving the sample through 20mm IS-sieve. Taking 5kg of the sample of specimen. Adding water to the soil in the quantity that optimum moisture content or field moisture content is reached. Then soil and water is mixed thoroughly. Spacer disc is placed over the base plate at the bottom of mould and a coarse filter paper is placed over the spacer disc. The prepared soil water mix is divided into fire. The mould is cleaned and oil is applied. Then filling one fifth of the mould with prepared soil. That layer is compacted by giving 56 blows with a rammer of weigh 2.5 kg. The top layer is compacted and soil is stretched. Again the process is repeated. After the fifth layer collar is removed and excess soil is struck off, removing the base plate and invert the mould. Surcharge weight of 2.5kg is placed on top surface of soil. Mould containing specimen is placed in position on testing machine. The penetration plunger is brought in contact with the soil and a load of 4kg is applied so that contact between the soil and plunger is established. Then dial gauge readings are adjusted to zero. Load is applied such that penetration rate is 1.25 mm per minute. Load at penetration of 0.5, 1.0,1.5,2.0,2.5,3,4,5,7.5,10 and 12.5 are noted

OBSERVATION AND CALCULATION:
1.       CBR TEST WITHOUT ADMIXTURE:
PENETRATION
PROVING (PR) LOAD
LOAD
CORRECTED LOAD
STANDARD LOAD
CBR PERCENTAGE %
0
0
0



0.5
0
0



1
6
0.348



1.5
16
0.928



2
22
1.276



2.5
26
1.508

1730
3
30
1.74



4
34
1.972



5
40
2.32

2055

7.5
52
3.016



10
64
3.712



12.5
72
4.176




CALCULATIONS:
CBR at 2.5mm penetration =  ×100
                                                 = ×100
                                                 =0.11×100%
                                                 =11%
CBR at 5 mm penetration = ×100

                                               =× 100%
values changes .this is an example of CBR Test