MS 006 Wood Based Composite Materials FINAL
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FAOSTAT-Forestry Definitions
FOREST PRODUCTS DEFINITIONS General terms FAOSTAT - Forestry JOINT FOREST SECTOR QUESTIONNAIRE Item Item Code Definition code coniferous C Coniferous All woods derived from trees classified botanically as Gymnospermae, e.g. Abies spp., Araucaria spp., Cedrus spp., Chamaecyparis spp., Cupressus spp., Larix spp., Picea spp., Pinus spp., Thuja spp., Tsuga spp., etc. These are generally referred to as softwoods. non-coniferous NC Non-Coniferous All woods derived from trees classified botanically as Angiospermae, e.g. Acer spp., Dipterocarpus spp., Entandrophragma spp., Eucalyptus spp., Fagus spp., Populus spp., Quercus spp., Shorea spp., Swietonia spp., Tectona spp., etc. These are generally referred to as broadleaves or hardwoods. tropical NC.T Tropical Tropical timber is defined in the International Tropical Timber Agreement (1994) as follows: “Non-coniferous tropical wood for industrial uses, which grows or is produced in the countries situated between the Tropic of Cancer and the Tropic of Capricorn. The term covers logs, sawnwood, veneer sheets and plywood. Plywood which includes in some measure conifers of tropical origin shall also be covered by the definition.” For the purposes of this questionnaire, tropical sawnwood, veneer sheets and plywood shall also include products produced in non-tropical countries from imported tropical roundwood. Please indicate if statistics provided under "tropical" in this questionnaire may include species or products beyond the scope of this definition. Year Data are requested for the calendar year (January-December) indicated. 2 Transactions FAOSTAT - Forestry JOINT FOREST SECTOR QUESTIONNAIRE Element Element Code Definition code 5516 Production Quantity Removals The volume of all trees, living or dead, that are felled and removed from the forest, other wooded land or other felling sites. -
Use of Wood Residue in Making Reconstituted Board Products
University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 1959 Use of wood residue in making reconstituted board products Suthi Harnsongkram The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Harnsongkram, Suthi, "Use of wood residue in making reconstituted board products" (1959). Graduate Student Theses, Dissertations, & Professional Papers. 3981. https://scholarworks.umt.edu/etd/3981 This Thesis is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. THE USE OF WOOD RESIDUE IN MAKING RECONSTITUTED BOMD HiODUCTS SUTHI HARNSOMJKRAM B.S.F., Unlveinsity of the Philippines, 1952 Presented in partial fulfillment of the requirements for the degree of Master of Forestry MONTANA STATE UNIVERSITY 1959 Approved Dean, Graduate School I 3 I960 Date UMI Number: EP34193 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent on the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. UMT " DlM«litionP«ibWfca ^ UMI EP34193 Copyright 2012 by ProQuest LLC. All rights reserved. This edition of the work is protected against unauthorized copying under Title 17, United States Code. -
Properties of Flat-Pressed Wood Plastic Composites As a Function of Particle Size and Mixing Ratio
Journal of Wood Science (2018) 64:279–286 https://doi.org/10.1007/s10086-018-1702-3 ORIGINAL ARTICLE Properties of flat-pressed wood plastic composites as a function of particle size and mixing ratio Khandkar‑ Siddikur Rahman1 · Md Nazrul Islam1 · Sourav Bagchi Ratul1 · Nabila Hasan Dana1 · Saleh Md. Musa1 · Md. Obaidullah Hannan1 Received: 22 September 2017 / Accepted: 14 January 2018 / Published online: 14 February 2018 © The Japan Wood Research Society 2018 Abstract This paper presents the effects of particle size and mixing ratio on the properties including physical, mechanical, and decay resistance of wood plastic composites (WPCs). In addition, it also presents the effects of immersion temperatures on water absorption (WA) and thickness swelling (TS) of the WPCs. WPCs with a thickness of 6 mm were fabricated from Albizia richardiana King & Prain wood particles and recycled polyethylene terephthalate (PET) by the flat-press method. To prepare the WPCs, two different wood particle sizes (0.5–1.0 and 1.01–2.0 mm) were used along with four different mixing ratios (w/w). Subsequently, the physical properties include density, moisture content, WA, and TS, and mechanical properties include modulus of elasticity (MOE) and modulus of rupture (MOR) of the produced WPCs was evaluated. Furthermore, decay resistance was evaluated by the weight loss percentage method. Moreover, the effects of immersion temperatures on WA and TS of WPCs after 24 h of immersion in water at three different temperatures, i.e., 25, 50, and 75 °C were investigated. Results showed that the wood particle size had impact on WPC’s density (only 6% decreased with the increase of particle size); however, the density decreased by 29% when the wood particle content increased from 40 to 70%. -
Wood Research Manufacture of Medium Density Fiberboard (Mdf) Panels from Agribased Lignocellulosic Biomass
WOOD RESEARCH 62 (4): 2017 615-624 MANUFACTURE OF MEDIUM DENSITY FIBERBOARD (MDF) PANELS FROM AGRIBASED LIGNOCELLULOSIC BIOMASS Mehmet Akgül Necmettin Erbakan University, Seydisehirahmet Cengiz Faculty of Engineering Department of Materials and Metallurgical Engineering Konya, Turkey Birol Uner Suleyman Demirel University, Faculty of Forestry Department of Forest Products Engineering Isparta Turkey Osman Çamlibel Kirikkale University, Kirikkale Vocational School, Department of Materials and Materials Processing Technology Yahsihan/Kirikkale, Turkey Ümit Ayata Atatürk Üniversity, Oltu Vocational School, Department of Forestry and Forest Products Oltu/Erzurum, Turkey (Received January 2016) ABSTRACTS Lignocellulosics fibers and commercially-manufactured-chip (Pinus sylvestris L., Fagus orientalis and Quercus robur L.) with 11% moisture conten twere used for the experiment. The mixingratios of lignocellulosics fibers was 20% which is from okra and tobaccos talks, hazelnut and walnuts hell, and pinecone for each mixture in preformed panel and commercially- manufactured-chip was 100 % for the control sample. A commercial ureaformaldehyde (UF) adhesive was used as a binder. The physical and mechanical properties such as density, thickness swelling (TS), bending strength (BS), modulus elasticity (MOE), internalbond (IB), screw holding ability (SHA) perpendicular to the plane of panel, Janka hardness perpendicular to the plane of panel properties of MDF were measured.The results indicated that all the panels met the general purpose-use requirements of TS-EN. Thus, our results suggest that biomass from different sources can be an alternative raw material for MDF manufacturing process. KEYWORDS: Lignocellulosic biomass, MDF, physical and mechanical properties. 615 WOOD RESEARCH INTRODUCTION The demand in forest products industry is increasing with population and new product development. -
Glulam Sizes and Shapes Can Help Desigggners Meet Their Most Demanding Architectural and Structural Requirements Using Numerous Innovative Design Examples
WoodWorks Webinar “The Wood Products Council” is a Registered Provider with The Decem ber 11, 2013 AmericanInstituteofArchitectsContinuingEducationSystems(AIA/CES). Credit(s) earned on completion of this program will be reported to Glued Laminated Timber – An AIA/CES for AIA members. Certificates of Completion for both AIA Innovative and Versatile members and non-AIA members are available upon request. This p rog ra m is r egiste r ed wi th AIA/CES foocotr continu in gpoessoag professional Engineered Wood Composite education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any Product material of construction or any method or manner of handling, using, distributing, or dealing in any material or product. Tom Williamson, P.E. Timber Engineering LLC QQp,,uestions related to specific materials, methods, and services will FASCE, FSEI be addressed at the conclusion of this presentation. Retired Vice President, APA FEtiVPAITCFormer Executive VP, AITC Learning Objectives 1. To illustrate how the flexibility of glulam sizes and shapes can help desigggners meet their most demanding architectural and structural requirements using numerous innovative design examples. Copyright Materials 2. To familiarize designers with how to properly select and specify glulam incorporating relevant industry standards and codes. This presentation is protected by US and 3. To provide design professionals with an overview of key design International Copyright laws. Reproduction, considerations that must be considered to ensure both the structural distribution, display and use of the presentation performance and long-term durability of glulam structures. without written permission of the speaker is 4. -
Potential of Cross Laminated Timber in Residential Design
POTENTIAL OF CROSS LAMINATED TIMBER IN SINGLE FAMILY RESIDENTIAL CONSTRUCTION by Brad Burback A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science (Civil and Environmental Engineering). Golden, Colorado Date____________________ Signed: ________________________ Brad Burback Signed: ________________________ Dr. Shiling Pei Thesis Advisor Golden, Colorado Date__________________ Signed: ________________________ Dr. John McCray Department Head of Civil and Environmental Engineering ii ABSTRACT Cross laminated timber (CLT) is a panelized engineered wood product that is gaining popularity in the United States as a structural material for massive timber buildings. CLT is shown to be cost competitive to steel and concrete in large building construction projects, but is seen as uncompetitive for smaller scale projects, especially light frame wood (LFW) residential construction. The purpose of this study is to provide a detailed comparison of the cost to construct a CLT home versus a LFW home to quantify the cost difference between both options in the single family home (SFH) market. Based on a realistic floor plan, three different designs were compared based on cost and construction timeline to determine the realistic cost differences between SFH constructions using LFW or CLT. The final results show that the CLT option results in a 21% increase in total construction cost from the LFW option. While it is difficult to justify this -
Read Book Finish Carpentry
FINISH CARPENTRY PDF, EPUB, EBOOK Ted Cushman,Clayton DeKorne | 160 pages | 06 Nov 2003 | Taunton Press Inc | 9781561585366 | English | Connecticut, United States Finish Carpentry PDF Book They must be able to place items evenly and accurately, because they will be visible in the future. SteveAllenOcala December 3, Crown Molding Baseboards Painting. Finish carpenters use a wide variety of tools. Login: Forgot password? Eventually, they are allowed to work on minor finish projects, and as they develop competence, they are assigned to more challenging and complex tasks. Central Florida's Crown Moulding Specialists. For example, the green movement is driving designers and homeowners to bamboo , eucalyptus, and other fast-growth woods for a range of finish carpentry work. We offer complete installation and painting of a variety of interior decorative trim mouldings. This last tool is one of the most important for a finish carpenter to make the angled cuts the job requires. Hand tools are mostly used to cut and fit molding; however, some carpenters use power tools to save time and effort. At Steve Allen construction, we are the experts in finish carpentry. When things don't quite match in rough carpentry, it's acceptable, as long as they are solid. Try This Affordable Option. Finish carpenters typically:. Another large portion of finish carpentry work includes putting up the trim surrounding doors and windows, as well as installing each unit so it is level and operates correctly. Finish carpentry is a physically demanding job, but a rewarding one that offers obvious, fast, and pleasing results. A homeowner can also work with finish carpenters on finishing a new home or remodeling and existing house. -
Moulding Catalog 50 Years of PASSION & QUALITY
’ , . Moulding Catalog 50 years of PASSION & QUALITY A passion for quality and almost 50 years of custom woodworking drives Roy’s Wood Products, RWP, to manufacture some of the best wood products in the industry. Our grandfather Roy Brazell, Sr., after serving in WWII, started building cabinets and other products for local craftsmen and contractors. His son, Roy Brazell, Jr. continued to grow the business by focusing on what the customer needed and working hard for timely delivery. As a result of hard work, attention to quality, and the blessings of our Lord and Savior Jesus Christ, RWP has grown into what it is today. We are looking forward to providing you with the custom cabinet doors, custom mouldings, hardwood flooring or any other products you might find in the pages of this catalog. Thank you for your business. Table of Contents Crown Moulding...........................................................................................................................................................5-17 Cove Crown...................................................................................................................................................................19-28 Doors & Windows .............................................................................................................................................................31 Casings..........................................................................................................................................................................33-43 -
Wood Identification and Chemistry' Covers the Physicalproperties and Structural Features of Hardwoods and Softwoods
11 DOCUMENT RESUME ED 031 555 VT 007 853 Woodworking Technology. San Diego State Coll., Calif. Dept. of Industrial Arts. Spons Agency-Office of Education (DHEA Washington, D.C. Pub Date Aug 68 Note-252p.; Materials developed at NDEA Inst. for Advanced Studyin Industrial Arts (San Diego, June 24 -Au9ust 2, 1968). EDRS Price MF -$1.00 He -$13.20 Descriptors-Curriculum Development, *Industrial Arts, Instructional Materials, Learning Activities, Lesson Plans, Lumber Industry, Resource Materials, *Resource Units, Summer Institutes, Teaching Codes, *Units of Study (Sublect Fields), *Woodworking Identifiers-*National Defense Education Act TitleXIInstitute, NDEA TitleXIInstitute, Woodworking Technology SIX teaching units which were developed by the 24 institute participantsare given. "Wood Identification and Chemistry' covers the physicalproperties and structural features of hardwoods and softwoods. "Seasoning" explainsair drying, kiln drying, and seven special lumber seasoning processes. "Researchon Laminates" describes the bending of solid wood and wood laminates, beam lamination, lamination adhesives,. andplasticlaminates."Particleboard:ATeachingUnitexplains particleboard manufacturing and the several classes of particleboard and theiruses. "Lumber Merchandising" outhnes lumber grades andsome wood byproducts. "A Teaching Unitin Physical Testing of Joints, Finishes, Adhesives, and Fasterners" describes tests of four common edge pints, finishes, wood adhesives, and wood screws Each of these units includes a bibhography, glossary, and student exercises (EM) M 55, ...k.",z<ONR; z _: , , . "'zr ss\ ss s:Ts s , s' !, , , , zs "" z' s: - 55 Ts 5. , -5, 5,5 . 5, :5,5, s s``s ss ' ,,, 4 ;.< ,s ssA 11111.116; \ ss s, : , \s, s's \ , , 's's \ sz z, ;.:4 1;y: SS lza'itVs."4,z ...':',\\Z'z.,'I,,\ "t"-...,,, `,. -
WFD301824 Accessory Configurations
Accessory Configurations CABINET NOMENCLATURE WFD301824 CABINET TYPE WIDTH HEIGHT DEPTH ex. W3036 = Wall Cabinet: 30-in wide x 36-in tall Width x Height x Depth (depth is standard 12-in, so is not noted) ex. 4BD18 = Four Base Drawer Cabinet: 18-in wide Height x Depth not noted (these are standard 24-in deep x 34 1/2-in high) • • • BASE CABINETS: Standard 34 1/2-in tall (before countertop) and 24-in deep (not including door/drawer faces). WALL CABINETS: Standard 12-in depth. Latitude offers an additional standard 15-in depth. TALL CABINETS: Available in 84, 90, 93, and 96-in heights. 24-in deep with select 12-in deep options. VANITY CABINETS: Available in 32-in and 34 1/2-in heights (not including countertop). Both are 21-in deep. Cabinet sizing uses a 3-in increment system for width, height, and depth. Latitude Cabinets offers select base and wall cabinets in 1 1/2-in width increments to allow for design flexibility. Height, width, and depth reductions are also available on most cabinets. TOE SKINS Toe Skin | TK8, TTK8, TKM8, TTKM8 • 1/4” thick finished material used for field installation to cover toe kick area of cabinets. • Available in woods and laminates to match cabinetry. • 8 foot lengths only. • Grain runs long dimension. • TK8 for standard height = 4 1/2” height. o TTK8 for 8” heights. o TKM8 is brushed steel finish thermofoil 4 1/2” height. o TTKM8 is brushed steel finish thermofoil 8” height. • For contemporary design, specify the brushed steel finish TKM8. -
Guide to Plastic Lumber Brenda Platt, Tom Lent and Bill Walsh
hhealbthy bnuilding network JUNE 2005 The Healthy Building Network’s Guide to Plastic Lumber Brenda Platt, Tom Lent and Bill Walsh A report by The Healthy Building Network. A project of the Institute for Local Self-Reliance 927 15th Street, NW, 4th Fl. — Washington, DC 20005 — www.healthybuilding.net About the Institute for Local Self-Reliance Since 1974, the Institute for Local Self-Reliance (ILSR) has advised citizens, activists, policymakers, and entrepreneurs on how to design and implement state-of-the-art recycling technologies, policies, and programs with a view to strengthening local economies. ILSR’s mission is to provide the conceptual framework, strategies, and information to aid the creation of ecologically sound and economically equitable communities. About the Healthy Building Network A project of ILSR since 2000, the Healthy Building Network (HBN) is a network of national and grassroots organizations dedicated to achieving environmental health and justice goals by transforming the building materials market in order to decrease health impacts to occupants in the built environment – home, school and workplace – while achieving global environmental preservation. HBN’s mission is to shift strategic markets in the building and construction industry away from what we call worst in class building materials, and towards healthier, commercially available alternatives that are competitively priced and equal or superior in performance. Healthy Building Network Institute for Local Self-Reliance 927 15th Street, NW, 4th Floor Washington, DC 20005 phone (202) 898-1610 fax (202) 898-1612 general inquiries, e-mail: [email protected] plastic lumber inquiries, e-mail: [email protected] www.healthybuilding.net Copyright © June 2005 by the Healthy Building Network. -
Timber Planking, Puncheon and Boardwalk Structures
California State Parks Trails Handbook Chapter 15. Timber Planking, Puncheons, and Boardwalks ................................. 15-1 15.1. Best Management Practices ....................................................................... 15-2 15.2. Timber Planking .......................................................................................... 15-2 15.2.1. Applications ............................................................................................ 15-2 15.2.2. Construction ........................................................................................... 15-3 15.3. Puncheons ................................................................................................... 15-4 15.3.1. Applications ............................................................................................ 15-4 15.3.2. Construction ........................................................................................... 15-9 15.3.3. Curved Puncheons ............................................................................... 15-26 15.3.3.1. Parallel Mudsills ........................................................................... 15-31 15.3.3.2. Flared Mudsills ............................................................................. 15-31 15.3.4. Equestrian Puncheons.......................................................................... 15-32 15.4. Boardwalks ................................................................................................ 15-35 15.4.1. Applications .........................................................................................