TABLE OF CONTENTS
CHAPTER ONE
BACKGROUND TO THE STUDY
1.0
INTRODUCTION
2.0
STATEMENT
OF THE PROBLEM
3.0
OBJECTIVES
OF THE STUDY
4.0
SCOPE
OF THE PROJECT
5.0
METHODOLOGY
CHAPTER
TWO
LITERATURE
REVIEW
2.1 BRIEF HISTORY OF WOOD WOOL CEMENT BOARD
2.2 PROPERTIES OF WOOD WOOL CEMENT BOARD
2.3 COMPONENTS
OF WOOD WOOL CEMENT
BOARD
2.3.1 WOOD STRANDS
2.3.2 CEMENT
2.3.3 CEMENT – SETTING ACCELERATOR
2.3.4 WATER
CHAPTER THREE
METHODOLOGY
3.1 INTRODUCTION
3.2 MATERIALS
PROCUREMENT
3.3 CONSTRUCTION
OF MOULD
3.4 CASTING
3.5
CURING
3.6
TESTING
3.6.1 DRY
DENSITY TEST
3.6.2 WATER
ABSORPTION
3.6.3 COMPRESSIVE
STRENGTH TEST
CHAPTER FOUR
ANALYSIS AND DISCUSSION OF RESULTS
4.1 INTRODUCTION
4.2
ANALYSIS
OF RESULTS
4.2.1
UNIT
DENSITY TEST OF CUBES
4.2.2 WATER
ABSORPTION TEST OF CUBES
4.2.3 COMPRESSIVE
STRENGTH TEST OF CUBES
4.3 DISCUSSION
OF RESULTS
CHAPTER FIVE
5.0 CONCLUSION
AND RECOMMENDATION
5.1 RECOMMENDATION
CHAPTER ONE
BACKGROUND TO THE STUDY
1.0
INTRODUCTION
Right from when man
stated to build, he has been compelled to use the locally available materials
around him. Building has now become major construction material allover the
world has necessitated a critical study of its constituent materials. More so,
the present economic crunch calls for cost saving measures on the part of
engineers/researchers involved in the management of the country’s project.
Hence, the need for
researchers to explore the use of those material that are locally available and
affordable for the partial or total replacement of some previously known
construction materials. Putting in the consideration safety, economy, strength
and durability.
The advent of pure
water sachets in Nigeria
was a welcomed development; however it has become a serious environmental
pollution due to its non-degradable nature. These sachets belong to the polymer
family and have been discovered to be of importance with polymer hence forming
a Polymer Concrete (P.C). polymer Concrete (PC) consist of a polymer binder
which may be a thermoplastic but more frequently it is thermosetting polymer
and a mineral fillers such as aggregate, gravel, or crushed stones, however in
case it will be shredded wood wool.
The use of shredded
wood, termed as wood or excisior as reinforcement for inorganic binders date
back to the beginning of the 19th century. Gypsum and magnesite
bonded excelsior boards were manufactured in 1905 and 1915 respectively.
(Kossatz el at. 1983).
However, the first
commercial production of wood wool cement boards (WWCBs) started and was
patented in Austria
in 1927. There are three different types of wood wool cement composite namely;
wood wool cement board (WWCB), cement bonded particle board (CBP), and wood
fibre reinforced composites, (Kossatz et al. 1983).
Wood wool cement
bonded is a versatile building materials which is made from wood wool and an
inorganic binder usually cement (such as ordinary Portland cement). It is
constructed in the form of a panel product consisting of thin strands of wood
bonded together by cement (Evans 1996).
The wood strands
are usually cut from debarked or spruce timbers logs. The panel dimension vary
with thickness and it ranges from 8 – 50mm, it is usually produced in densities
ranging from (450 – 900)kg/m3 (Evans 1996).
1.1
STATEMENT OF THE PROBLEM
Availability of raw material: Wood wool
strands are available all over the country as renewable, locally, available
waste material in sawmills. Basically in Nigeria, there is no establishment
or company producing or using the shredded wood wool. Hence, the process of
acquiring wood wool strands required to meet strict international standards
concerning their strength and thickness tolerance is a tedious process and many
amount to delay in the construction of the cubes.
High cost of building material: In
recent time, materials such as cement, sand, gravel and others used for the
construction of building are on the increase every day because there is like in
the price of the building materials. Hence, there is need for a vast increase
in the production of alternative materials, such as shredded wood wool, which
is less expensive and if well taken advantages of can lead to the production of
mass housing in the country. It serves as a means of reducing environment
pollution as effective use will be made of the disposed ‘PWS’, thus reducing
environmental pollution.
1.2
OBJECTIVES OF THE
STUDY
The aim and objectives of the project
is to:
-
Evaluate the strength of the concrete when polymers are used
along side with other construction materials and when they are not used along
side with other construction material.
-
Examine the water absorption capability of this kind of
composite.
-
Determine the best mix ratio for the materials used for the
production of this composite.
-
Reduce the amount of environmental waste in the country in
general.
1.3
SCOPE OF THE
PROJECT
The scope of this project focused on
the effect of reprocessed “pure water sachet” (PWS) on the physical and
mechanical properties of wood wool (Omo wood). The physical properties include
water absorption and dry density of the cubes; while the mechanical property
includes the compressive strength test of the cubes.
1.4
METHODOLOGY
The methodology includes the following:
-
Procurement of materials needed for the production of the
specimen: wood, pure water sachets, cement and water.
-
Using of a manual hand wooden smooth machine to remove the
shavings from the wood.
-
Production of reprocessed pure water sachet (PWS).
-
Construction of the formwork or moulds for the wooden wool
cubes of dimension 50mm X 50mm X 50mm.
-
casting of wood wool cement
cubes.
-
Physical and mechanical test is carried out on the cube.
-
Analysis of results, conclusion and recommendation.
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