Wood Glossary
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
GP LAM® Laminated Veneer Lumber PR-L257(F)
GP LAM® Laminated Veneer Lumber PR-L257(F) Georgia-Pacific Wood Products LLC Revised February 12, 2008 Products: GP Lam® 1.8-SP, 1.9-ES, 2.0-ES and 2.1-ES LVL Georgia-Pacific Wood Products LLC, 1000 North Park Drive, Roxboro, North Carolina 27573 (336) 599-1000 www.gp.com 1. Basis of the product report: • 2006 International Building Code: Section 104.11 Alternative Materials • 2006 International Residential Code: Section R104.11 Alternative Materials • 2004 Florida Building Code, Building: Section 104.11 Alternative Materials • ASTM D 5456-03 recognized by the 2006 International Building Code • ASTM D 5456-05 recognized by the 2006 Supplement to the 2004 Florida Building Code • APA Reports T2002P-44, T2002P-45, T2003M-13, T2003P-46, T2004M-41, T2004M-56, T2004M-80, T2005M-23, T2005M-97 and other qualification data 2. Product description: GP Lam® LVL is made with veneer sheets of various species and grades in accordance with the in-plant manufacturing standard approved by APA. GP Lam® LVL are available in thicknesses from 3/4 inch to 5-1/4 inches, widths of 1-1/2 inches to 48 inches and lengths up to 80 feet. 3. Design properties: Table 1 lists the design properties and Table 2 lists the equivalent specific gravities for connection design for GP Lam® LVL. The allowable spans for GP Lam® LVL shall be in accordance with the recommendations provided by the manufacturer as published in the GP Engineered Lumber Residential Floor and Roof Systems Product Guide (Lit. Item 123040 dated June 2006). 4. Product installation: GP Lam® LVL shall be installed in accordance with the recommendations provided by the manufacturer as published in the GP Engineered Lumber Residential Floor and Roof Systems Product Guide (Lit. -
Wood Characteristics Today
Wood Characteristics Today About 90% of all timber harvested in the United States comes from Private Land Only 10% comes from Government owned land Name the process of replanting small seedling trees as the mature trees are harvested? Reforestation Woods Natural Glue What natural adhesive material holds wood fibers together? Lignin New wood cells are formed in what layer? Draw and label the Photo to the right. Cambium When combined, the bands of springwood and summerwood form what? Annual Rings The age of most trees can be determined by counting the number of annual rings. Trees and lumber can be divided into what two main classes? A. Softwoods B. Hardwoods What is the scientific What is the scientific name for hardwood name for Softwood trees? trees? Deciduous Coniferous Softwood is a product of cone-bearing trees. Red Cedar The brilliant color, distinctive aroma and the moth- repelling qualities of Tennessee Red Cedar make this the ideal wood for chests and closet linings, or for the lining of chests made of other woods. Softwood is a product of cone-bearing trees. Pine Ponderosa Pine is a very large pine tree of variable habit native to western North America, but widespread throughout the temperate world. This softwood is known for its rustic, knotty appearance and is commonly seen in warm cabins in both the Sierra Nevada and Rocky Mountains. Softwood is a product of cone-bearing trees. Fir Mixed grain Douglas Fir is a resilient timber with a high strength to weight ratio. It has been widely used for various construction projects for centuries. -
LP Solidstart LVL Technical Guide
U.S. Technical Guide L P S o l i d S t a r t LV L Technical Guide 2900Fb-2.0E Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area prior to specifying these products. Introduction Designed to Outperform Traditional Lumber LP® SolidStart® Laminated Veneer Lumber (LVL) is a vast SOFTWARE FOR EASY, RELIABLE DESIGN improvement over traditional lumber. Problems that naturally occur as Our design/specification software enhances your in-house sawn lumber dries — twisting, splitting, checking, crowning and warping — design capabilities. It ofers accurate designs for a wide variety of are greatly reduced. applications with interfaces for printed output or plotted drawings. Through our distributors, we ofer component design review services THE STRENGTH IS IN THE ENGINEERING for designs using LP SolidStart Engineered Wood Products. LP SolidStart LVL is made from ultrasonically and visually graded veneers arranged in a specific pattern to maximize the strength and CODE EVALUATION stifness of the veneers and to disperse the naturally occurring LP SolidStart Laminated Veneer Lumber has been evaluated for characteristics of wood, such as knots, that can weaken a sawn lumber compliance with major US building codes. For the most current code beam. The veneers are then bonded with waterproof adhesives under reports, contact your LP SolidStart Engineered Wood Products pressure and heat. LP SolidStart LVL beams are exceptionally strong, distributor, visit LPCorp.com or for: solid and straight, making them excellent for most primary load- • ICC-ES evaluation report ESR-2403 visit www.icc-es.org carrying beam applications. • APA product report PR-L280 visit www.apawood.org LP SolidStart LVL 2900F -2.0E: AVAILABLE SIZES b FRIEND TO THE ENVIRONMENT LP SolidStart LVL 2900F -2.0E is available in a range of depths and b LP SolidStart LVL is a building material with built-in lengths, and is available in standard thicknesses of 1-3/4" and 3-1/2". -
Addendum to CORNISH-WINDSOR BRIDGE HAER No. NH-8 (Page 1)
Addendum to CORNISH-WINDSOR BRIDGE HAER No. NH-8 (Page 1) Introduction The Cornish-Windsor Bridge, the longest surviving covered bridge in the United States and the longest two-span covered bridge in the world, is a rare example of the notched squared timber Town lattice truss design.1 Built in 1866, it is listed on the National Register of Historic Places, and the American Society of Civil Engineers designated it as a National Historic Civil Engineering Landmark in 1970. One of the objectives of this study was to review and summarize the technical bibliography published about Cornish-Windsor Bridge. Since the bridge has an extraordinary span, its history includes a series of reinforcement, rehabilitation, and preservation issues that are worthy of study. The notched squared timber Town lattice truss is important as it represents a specific solution and modification to a known design to achieve a high load-bearing capacity and a high degree of stiffness, or rigidity, in a long structure. Notched squared timber Town lattice trusses, patented by Ithiel Town in 1839, represent a compromise-based solution by including fitted joints in the lattice. The most frequently cited advantage of the Town lattice trusses was that they did not need specialized carpentry work. Replacing overlapped planks and treenail joints with large-section lumber and notched joints meant that this criterion was not totally respected, though scarf (notched) joints–even if the members met at angles other than 90 degrees–were one of the simplest carpentry joints to make. The early development of wooden truss bridges and a general description of the major types, including the Town lattice truss, has been presented in detail in the history report for this bridge, and in materials listed in the bibliography, so they will not be repeated herein.2 The principal objectives of this study were: • to summarize technical information on notched squared timber Town lattice trusses generally and on Cornish-Windsor Bridge in particular. -
Utilization of Black Locust
UTILI"ATION OF BLAC"LOCUST B y "O H N B . ( Dru m Associ a te W ood Tech n o l o i st For est P r od u cts L a bor a tor Br a n ch o Res g , y, f ea r ch , For est S er vi ce CO NT ENT S o ) o t 9 c O Int r oduct io n H Utiliz ati on Th e t r ee M Insul at or pins Range M W agon hubs H a b it s an d gr owt h M T r eenails Repr oduction W Fence post s Annual cu t an d pr esent supply Q M ine t i mber s ‘ Cut ting an d mar keting O Poles Th e wood Q M inor uses Appear ance Q Summar y St r uct ur e G A ppendix Pr o per ties N Specifi cat i ons for insul at or pins Specifi cations for t r eenails I N T R O D UC T I O N Ro bi 'n i a seu d oacaci a " The wood of black locust , p , is used chie y for insulator pins , wagon hubs , treenails , fence posts , and mine F r . o timbers these uses it is admirable because of its hardness , A i s strength , and durability . valuable characteristic of the tree its rapid growth on many types of soils during the first 20 to 30 years of its life . This rapid growth and the extensive network of roots developed by black locust make it well suited fo r planting t o check erosion . -
End Jointing of Laminated Veneer Lumber for Structural Use
End jointing of laminated veneer lumber for structural use J.A. Youngquist T.L. Laufenberg B.S. Bryant proprietary process for manufacturing extremely long Abstract lengths of the material both in panel widths and in LVL Laminated veneer lumber (LVL) materials rep- form. The proprietary process requires a substantial resent a design alternative for structural lumber users. capital investment, limiting production of LVL. If ex- The study of processing options for producing LVL in isting plywood facilities were adapted to processing of plywood manufacturing and glued-laminating facilities 5/8-inch- to 1-1/2-inch-thick panels, subsequent panel is of interest as this would allow existing production ripping and end jointing of the resultant structural equipment to be used. This study was conducted in three components could conceivably compete both in price and phases to assess the feasibility of using visually graded performance with the highest structural grades of lum- veneer to produce 8-foot LVL lengths which, when end ber. Herein lies the major concern of this study: Is it jointed, could be competitive with existing structural technically feasible to manufacture end-jointed LVL lumber products. Phase I evaluated panel-length from PLV panels made in conventional plywood 3/4-inch-thick LVL made from C- or D-grade 3/16-, 1/8-, presses? or 1/10-inch-thick veneer, and the effect of specimen width on flexural and tensile properties. Phase II evalu- An evaluation of the production and marketing ated the use of vertical and horizontal finger joints and feasibility of LVL products made from panel lengths scarfjoints to join 3/4-inch thicknesses of LVL. -
Modelling Mechanical Properties of Spruce and Douglas Fir Timber By
Modelling mechanical properties of spruce and Douglas fir timber by means of X-ray and grain angle measurements for strength grading purpose Joffrey Viguier, Damien Bourreau, Jean-François Bocquet, Guillaume Pot, Laurent Bléron, Jean-Denis Lanvin To cite this version: Joffrey Viguier, Damien Bourreau, Jean-François Bocquet, Guillaume Pot, Laurent Bléron, etal.. Modelling mechanical properties of spruce and Douglas fir timber by means of X-ray and grain angle measurements for strength grading purpose. European Journal of Wood and Wood Products, Springer Verlag, 2017, 75 (4), pp.527-541. 10.1007/s00107-016-1149-4. hal-01530963 HAL Id: hal-01530963 https://hal.archives-ouvertes.fr/hal-01530963 Submitted on 1 Jun 2017 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Distributed under a Creative Commons Attribution - ShareAlike| 4.0 International License Modelling mechanical properties of spruce and Douglas r timber by means of X-ray and grain angle measurements for strength grading purpose Jorey Viguier1∗, Damien Bourreau2, Jean-François Bocquet1, Guillaume -
Inspection of Wooden Vessels
Guidance on Inspection, Repair, and Maintenance of Wooden Hulls ENCLOSURE (1) TO NVIC 7-95 COMPILED BY THE JOINT INDUSTRY/COAST GUARD WOODEN BOAT INSPECTION WORKING GROUP August 1995 TABLE OF CONTENTS ACKNOWLEDGEMENTS A-1 LIST OF FIGURES F-1 GLOSSARY G-1 CHAPTER 1. DESIGN CONSIDERATIONS A. Introduction 1-1 B. Acceptable Classification Society Rules 1-1 C. Good Marine Practice 1-1 CHAPTER 2. PLAN SUBMITTAL GUIDE A. Introduction 2-1 B. Plan Review 2-1 C. Other Classification Society Rules and Standards 2-1 D. The Five Year Rule 2-1 CHAPTER 3. MATERIALS A. Shipbuilding Wood 3-1 B. Bending Woods 3-1 C. Plywood. 3-2 D. Wood Defects 3-3 E. Mechanical Fastenings; Materials 3-3 F. Screw Fastenings 3-4 G. Nail Fastenings 3-5 H. Boat Spikes and Drift Bolts 3-6 I. Bolting Groups 3-7 J. Adhesives 3-7 K. Wood Preservatives 3-8 CHAPTER 4. GUIDE TO INSPECTION A. General 4-1 B. What to Look For 4-1 C. Structural Problems 4-1 D. Condition of Vessel for Inspection 4-1 E. Visual Inspection 4-2 F. Inspection for Decay and Wood Borers 4-2 G. Corrosion & Cathodic Protection 4-6 H. Bonding Systems 4-10 I. Painting Galvanic Cells 4-11 J. Crevice Corrosion 4-12 K. Inspection of Fastenings 4-12 L. Inspection of Caulking 4-13 M. Inspection of Fittings 4-14 N. Hull Damage 4-15 O. Deficiencies 4-15 CHAPTER 5. REPAIRS A. General 5-1 B. Planking Repair and Notes on Joints in Fore and 5-1 Aft Planking C. -
Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised May 30, 2013
Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised May 30, 2013 Product: 2250Fb-1.5E, 2600Fb-1.7E, 2750Fb-1.8E, 2850Fb-1.9E, 2950Fb-2.0E, 3100Fb-2.0E, and 3100Fb-2.2E Murphy LVL Murphy Engineered Wood Division, 412 West Central, Sutherlin, Oregon 97479 (541) 459-4545 www.murphyplywood.com 1. Basis of the product report: 2012 and 2009 International Building Code (IBC): Sections 104.11 Alternative Materials and 2303.1.9 Structural composite lumber 2012 and 2009 International Residential Code (IRC): Section R104.11 Alternative Materials, and 2012 IRC Sections R502.1.7, R602.1.4, and R802.1.6 Structural composite lumber ASTM D5456-09 and ASTM D5456-05a recognized by the 2012 IBC and IRC, and 2009 IBC, respectively APA Reports T2008P-10, T2008P-31, T2008P-43, T2008P-113, T2009P-12, T2009P-15, T2010P-02, T2010P-33, T2012P-03, and other qualification data 2. Product description: Murphy laminated veneer lumber (LVL) is made with wood veneers laminated with grain parallel to the length of the member in accordance with the in-plant manufacturing standard approved by APA. Murphy LVL is available with thicknesses up to 7 inches, widths up to 24 inches, and lengths up to 80 feet. 3. Design properties: Table 1 lists the design properties, Table 2 lists the equivalent specific gravities for connection design, and Table 3 lists the allowable nail spacing for Murphy LVL. The allowable spans for Murphy LVL shall be determined based on the information provided in this report and/or based on recommendations provided by the manufacturer (http://murphyplywood.com/downloads/7417%20Murphy%20LVL%20GuideSept2010Rev.pd f). -
Wood & Veneer Care and Maintenance
Materials Wood & Veneer Care and Maintenance Wood and veneer products are natural wood, requiring more attention than other surfaces. When properly cared for, it will last long and keep looking beautiful. To maintain the quality of your Herman Miller products, please follow the cleaning procedures outlined here. Wood & Veneer Stains Herman Miller products finished with wood, wood veneer, Herman Miller woods and veneers meet strict testing standards or recut wood veneer, except the oiled Eames Lounge and for resistance to wear, light, stains, water, and pressure. Ottoman with Rosewood, Oiled Walnut, or Oiled Santos Palisander veneer, and the Eames Sofa back panels with To reduce the risk of damage, take some precautions: Oiled Walnut, unless specifically noted. Use coasters for glasses and mugs. Routine Care If a glass top is added to the wood or veneer surface, be sure it Normal Cleaning rests on felt pads. Dust regularly with a slightly damp, soft, lint-free cloth. Don’t place a potted plant on a wood or veneer surface unless Wipe dry with a dry, soft cloth in the direction of the wood grain. it’s in a water-tight container or in a drip tray. Spills should be immediately wiped up with a damp cloth. Don’t let vinyl binders stay on a surface for very long. Use protective pads under equipment with “rubber” cushioning Once a month feet. Some chemical compounds used in the feet on office Clean the surface with a soft cloth dampened with a quality equipment, such as printers and monitor stands, may leave cleaner formulated for wood furniture. -
ALTERNATIVE WOODS for GUITAR CONSTRUCTION
ALTERNATIVE WOODS for GUITAR CONSTRUCTION and other string fretted instruments by DAVID A. G. FREEMAN Luthier Prepared for Lecture at Metiers d’art de lutherie Quebec City, Quebec February 24,2013 Alternative Woods My intent tonight is to discuss what is desired in a wood to make it suitable for Instrument construction. This is from my own experimenting and research as well as discussions with other Luthiers. In order to understand what might be desirable in alternative woods one must first understand what the properties of a traditional wood are that contribute to the acoustics of instruments. Then one might look for woods that have similar qualities to achieve similar responses. To this end there is more than one variable, so it is important to have a clear concept of the sound one wants to achieve before you start. The other aspect you want to understand is what you are trading away, be it in sound, or structure, or aesthetics versus what you are gaining by using another wood species. Perhaps economics may also be considered in this balance. We live in an age when all musicians are not connoisseurs of resonant tone wood and want a less expensive instrument to carry on tours or play on the street. The other end of this spectrum is a collector that wants incredibly figured woods that still deliver a good tone. So be aware of the purpose of your choice to use a wood not traditionally found on an instrument. This helps you accept any acoustic changes that might occur. Woods can be tested with some science though many of the properties become relative to other species.