• Effect Of Reprocessed Pure Water Sachet (pws) On The Properties Of Wood Wool
    [A CASE STUDY OF OMO WOOD ALSTONIA LONGENSIS]

  • CHAPTER TWO -- [Total Page(s) 4]

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    • CHAPTER TWO
      LITERATURE REVIEW
          Some experimental investigation works has been done in the department of civil engineering, Kwara State Polytechnic and faculty of engineering, University of Ilorin which has some beamy to the structural strength of cube and it is necessary to mention them, even though this project is a further work on past project which contain the mechanical properties and structural strength of the cube.
          The first work in the department is that of Mohammed Akanni .D. (2011) where he carry out the study of physical and mechanical property of wool cement board using a Fara wood.
          The second are is the one carried out by Usman .B. (2007) faculty of engineering University of Ilorin. Where he carry out the effect of pure sachet on the properties of wood wool using Apa wood.
      2.1    BRIEF HISTORY OF WOOD WOOL CEMENT BOARD
          Wood Wool Cement Board (WWCB) was first developed in Europe in the 1920s (Moslemi and Handel 1989) and its first commercial production started and was patented in Australia in 1927. In the Philippines; research to explore the suitability of indigenous wood species for the manufacture of wood wool cement board (WWCB) began almost half a century in the department of science and technology. A pilot scale manufacture plants was established at the utilization of the Philippines wood species and stimulates manufacturing conditions at a commercial level. Availability of sugar cane bagasse, rather shadings, coconut coir fibre and tobacco stalks also prompted researchers to investigate the potential of these agricultural products as raw materials for cement bonded boards. Wood wool cement board of commercial size were manufactured and used to construct a 23 – Square metre model house in the FPRDI compound in1986.        
          In contrast to wood-fibre cement composites and cement bonded particle boards; wood wool cement board can be manufactured in small, low cost plant and their resistance to moisture biodeterioration and termite attack, makes them particularly suitable for building application in tropical and sub-tropical zone. Wood wool cement board plant have become established in many less developed countries (LDC). The wood wool cement board itself is pressed under low pressure and ambient temperature.
          These demonstration houses show case the feasibility of using wood wool cement boards as alternative construction material specifically for cost-effective and environmentally friendly houses. Several other model houses were construction in other parts of the country, in addition to these model houses, FPRDI promoted the technology through the conduct of investors, this attracted a number of entrepreneurs to invest in the commercial manufacture of these boards.
          The first commercial scale of wood wool cement board plant was established in central in hizon in the late 1980s and after this more plant were established in the early 1990s due to the large demand for the product and in meeting house requirement of the country, about 3.95m unit (NHA, 1993).
      2.2    PROPERTIES OF WOOD WOOL CEMENT BOARD
          Wood wool cement board properties vary widely from manufacturer to manufacturer and the process manufacturing the board is simple and does require any highly skilled personnel. Wood wool cement board have been shown to have the essential properties needed to satisfy the various economic, cultural, safety, health, and production and construction requirement of the Philippines (Pablo et al, 1994). Given the chromic housing shortage being experienced by the country, the needed for suitable alternative construction material is imperative. The high cost of traditional building materials is considered to be one of the major constraints to alleviate the problem in the perennial housing backlog because the majority of the people who need these houses are the ones who cannot afford financially to own one. The board is relatively cheep since indigenous raw materials are used and it does not necessarily require expensive and sophisticated equipment. Board application is not complicated because it is a workable material. One of the major draw backs suggested by end-users of the board is the roughness of the surface of the board, this undesirable feature can however be regarded as advantageous since mortars can readily be applied to the boards to give them a final finish and hence making them workable boards. Wood wool cement boards can readily be pre-fabricated in order to reduce construction time. It does not require special requirement to handle boards during construction.
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    • ABSRACT - [ Total Page(s): 1 ]ABSTARCT COMING SOON ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE BACKGROUND TO THE STUDY1.0    INTRODUCTIONRight 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 ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 1 ]CHAPTER THREEMETHODOLOGY3.1    INTRODUCTION    The production of the cubes involves the construction wooden moulds, acquisition of materials, mixing of the cube materials, pressing and curing. A laboratory test on the physical and mechanical properties of the cube is carried out.3.2    MATERIALS PROCUREMENT    The wood planks used were procured from the sawmill at Irewolede and it is commonly known as Omo wood (Alstonia Longesis). The wood planks were cut into thinner planks with a m ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 7 ] ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]4.3    DISCUSSION OF RESULTS    The average density of the cubes produced without reprocessed pure water sachets and having a mix ratio of 2:1:1 is 706.66kg/m3 while the average density of cubes produced with processed pure water sachets and having a mix ratio of 2:1:1:1 is 810.67kg/m3. The average density of the cubes produced without reprocessed pure water sachets and having a mix ratio of 1:1:1 is 437.33kg/m3 while the average density of cubes produced with reprocessed pure water sachet ... Continue reading---