To Have Been Used in the Construction of Buildings. in the Mid-1970S
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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. -
Producing and Inspecting Railroad Crossties Terry Conners, Department of Forestry
FOR-108 Producing and Inspecting Railroad Crossties Terry Conners, Department of Forestry ltimately, a long-serving tie U starts with a good piece of wood. Several types of structural wooden members are used in railroad track and related struc- tures, but this article focuses on crossties—which are used to hold track in place at a defined gauge, or distance between rails—and their production and grading. This article describes what a good piece of wood looks like and how to recognize crossties with problems before they are placed in track. Understanding what tie inspec- tors look for will help tie producers make better ties and achieve a lower rate of tie rejection. smallest dimension (its depth as laid in with the heart off-center it’s possible that Crosstie track) as either a 6” grade tie or a 7” grade the surface with the heart checks might tie. Crosstie dimensions are most com- be turned upward during installation. Production monly 7” x 9”, but some 6” x 8” and 7” x 8” Upward-facing heart checks will let rain Tie Dimensions and Quality ties are also used. The wide dimension on into the unprotected heartwood and the The most common crosstie length in a crosstie is referred to as a tie face, and the tie will decay more quickly. North America is 8’ 6”. Very few 8’-long narrow dimension is called the side. In terms of quality, crossties are cat- ties are purchased (even though this is Ideally ties should be cut with the egorized either as grade or industrial grade a standard length according to the pub- heartwood centered in the tie. -
Hardwood Press-Lam Crossties
United States Department of Agriculture Hardwood Press-Lam Forest Service Forest Products Crossties: Laboratory Research Paper Processing and FPL 313 1979 Performance ABSTRACT Crossties were made by the Press- Lam process, in which logs are peeled into veneers, dried, and glued into billets in a continuous procedure. Billets were made from 8.5-foot-long veneers and from 4-foot-long veneers, cut into final product dimensions, and treated with preservative. In laboratory tests, bending strength and stiffness of the Press-Lam ties were found to exceed those of solid-sawn red oak crossties; shear strength was only adequate. Tie wear tests showed low surface wear for laminated ties, comparable to the performance of solid specimens. Results of spike driving tests, however, indicated problems in some species. Ail Press-Lam lies met the performance criteria in the cyclic delamination tests, and, in lateral resistance tests, Press- Lam ties were not significantly different from solid-sawn ties. Volume yields are discussed and cost estimates are provided for use in calculating total tie costs for specific cases. ACKNOWLEDGMENT The authors wish to acknowledge the technical assistance of Harley Davidson, John Hillis, Romaine Klassy, William Kreul, Theodore Mianowski, Robert Patzer, and Alberto Villarreal. i CONTENTS INTRODUCTION 1 Background 1 Research Objectives 2 METHODS 3 Processing 3 Synopsis 3 Materials 3 Rotary Cutting 3 Press Drying 3 Lamination 5 8.5-Foot Veneer 5 4-Foot Veneer 6 Preservative Treating 8 8.5-Foot-Veneer Ties 8 4-Foot-Veneer -
Applications of Prestressed Afrp Bars in Concrete
APPLICATIONS OF PRESTRESSED AFRP BARS IN CONCRETE RAILROAD TIES A Thesis by RYAN D. POSLUSZNY Submitted to the Office of Graduate and Professional Studies of Texas A&M University in partial fulfilment of the requirements for the degree of MASTER OF SCIENCE Committee Chair, Stefan Hurlebaus Committee Members, John B. Mander Gary T. Fry Anastasia Muliana Head of Department Robin Autenrieth December 2016 Major Subject: Civil Engineering Copyright 2016 Ryan D. Posluszny ABSTRACT Since the 1970’s, concrete railroad ties have become more and more prominent in the railroad industry. Their improved durability and increased safety over traditional timber ties has paved the way for new and more efficient concrete ties to be developed. Prestressing with steel strands was a key design aspect in providing the strength the ties needed to overcome the tonnage seen in heavy haul lines spread across the United States and the world. A major flaw seen with these concrete ties is deterioration due to environment or fatigue loading under the connected rail. This deterioration can lead to a change in gauge of the track structure which can then cause derailment of trains. A second issue found in concrete ties that was not found in timber is the electrical conductivity. Timber is a highly insulating material while concrete possesses insulating and conductive properties based on the amount of moisture present. This is an issue because track structures use the steel rails to carry electrical signals to detect the presence of a train within a signaled block. During construction, the steel strands may come into contact with the embedded steel shoulders on both sides of the tie, therefore creating a direct circuit that needs to be insulated from the steel rails. -
GLOSSARY for WOOD BASED PANEL PRODUCTS (The Text Contains More Common Panel Terms.)
GLOSSARY FOR WOOD BASED PANEL PRODUCTS (The text contains more common panel terms.) AIS - Abbreviation for asphalt impregnated Glulam - Short for glued laminated beam. These sheathing. A fibreboard product used for exterior are made of several layers of “lumber” glued wall sheathing. It contains asphalt mixed into the together in layers to form one structural piece. fibres to assist in improving weatherability. Interior Type - Moisture resistant glue is used to Butt Joint - The joint formed when two panels make this plywood, rather than 100% exterior meet but do not overlap. glue. Interior type also permits lower grade veneers. Chamfer - The flat surface left when cutting off the square edge of a panel or lumber. Lumber Core - The inner part of a wood veneered product that has lumber strips rather Cleaned and Sized - A light surface mechanical than more plywood veneers. process that removes material form the surface to provide an even surface and a panel of Non-certified - Plywood not certified by an uniform thickness. accepted agency as meeting the appropriate standards. Non-certified plywood is not accepted Composite - Made up of several items. by building codes and some other organizations. Panels may bear the mark of the manufacturer, Core - In a 3-ply panel, the innermost part but this is not a substitute for an accepted contained between the surfaces. In 5-ply, the certifying agency grade stamp. innermost ply contained between the cross bands. O & ES - Abbreviation for oiled and edge sealed, a process done to plywood concrete Crossband - The core veneers at right angles to form panels. -
NCC Tender File # AL1698 Project Description Richmond Landing Shoreline Access Ceremonial Landing (Landscape Architecture, Light
NCC Tender File # AL1698 Richmond Landing Shoreline Access Ceremonial Landing Project Description (Landscape Architecture, Lighting, Electrical) Site Visit No site visit is scheduled Closing date and time Thursday, April 6, 2017 at 3pm EDT March 15, 2017 INVITATION TO TENDER & ACCEPTANCE FORM RETURN TENDERS TO: National Capital Commission NCC Tender Number 40 Elgin Street, Security Office on the 2nd floor AL1698 Ottawa, ON K1P 1C7 NCC Contract Number TENDER CLOSING DATE Thursday, April 6, 2017 at 3pm EDT AND TIME: DESCRIPTION OF WORK: Richmond Landing Shoreline Access Ceremonial Landing (Landscape Architecture, Lighting, Electrical) 1. BUSINESS NAME AND ADDRESS OF BIDDER Name: Address: Telephone number: Fax number: E-mail address: 2. THE OFFER The Bidder offers to the National Capital Commission (NCC) to perform and complete the work for the above mentioned project in accordance with the tender documents for the total tender amount (to be expressed in numbers only) of: Sub Total $ OHST – 13% $ TOTAL ESTIMATED AMOUNT $ 3. TENDER VALIDITY PERIOD The tender shall not be withdrawn for a period of 60 days following the date and time of tender closing. 4. CONTRACT DOCUMENTS 1. The following are the contract documents: (a) Invitation to Tender & Acceptance Form when signed by the NCC; (b) Duly completed Invitation to Tender & Acceptance Form and any Appendices attached thereto; (c) Drawings and Specifications; (d) General Conditions (GC1 to GC10); (e) Supplementary Conditions, if any; (f) Insurance Terms; (g) Occupational Health and Safety Requirements; (h) Addenda (i) Any amendments issued or any allowable tender revision received before the date and time set for tender closing; (j) Any amendment incorporated by mutual agreement between the NCC and the Contractor before acceptance of the tender; and (k) Any amendment or variation of the contract documents that is made in accordance with the General Conditions; (l) Security Requirements. -
Conclusions and Summaryenvironmental Life Cycle
Conclusions and Summary Report Environmental Life Cycle Assessment of Ammoniacal Copper Zinc Arsenate-Treated Railroad Ties with Comparisons to Concrete and Plastic/Composite Railroad Ties ISO 14044 Compliant Prepared by: AquAeTer, Inc. © Arch Wood Protection, Inc. a Lonza Company (2013) Project Name: Environmental Life Cycle Assessment of ACZA-Treated Railroad Ties Comparisons to Concrete and Plastic/Composite Railroad Ties Conclusions and Summary Report Lonza Wood Protection commissioned AquAeTer, Inc., an independent consulting firm, to prepare a quantitative evaluation of the environmental impacts associated with the national production, use, and disposition of ammoniacal copper zinc arsenate (ACZA)-treated, concrete, and plastic/composite (P/C)railroad ties, using life cycle assessment (LCA) methodologies and following ISO 14044 standards. The comparative results confirm: • Less Energy & Resource Use: ACZA-treated wood railroad ties require less total energy, less fossil fuel use, and less water than concrete and P/C railroad ties. • Lower Environmental Impacts: ACZA-treated wood railroad ties have lower environmental impacts in comparison to concrete and P/C railroad ties for all six impact indicator categories assessed: anthropogenic greenhouse gas, total greenhouse gas, acid rain, smog, eutrophication, and ecotoxicity-causing emissions. • Greenhouse Gas Levels: Compared to annual GHG emissions from national railroad fuel use, the net GHG “footprint” resulting from the railroads’ choice of tie materials is notable at 1.1% for ACZA-treated ties, 6.3% for concrete ties, and 5.5% for P/C ties. • Offsets Fossil Fuel Use: Reuse of ACZA-treated railroad ties for energy recovery in permitted facilities with appropriate emission controls will further reduce greenhouse gas levels in the atmosphere, while offsetting the use of fossil fuel energy. -
Microstructural Features of Railseat Deterioration in Concrete Ties
MICROSTRUCTURAL FEATURES OF RAILSEAT DETERIORATION IN CONCRETE TIES By T. Bakharev1 and L. J. StrubleZ ABSTRACT: Deterioration has been observed in concrete railroad ties, producing a loss of up to 40 mm at the railseat and leaving a rough surface formed mainly by aggregates. This deterioration occurs largely in cold and wet regions of western Canada and northern United States. The purpose of the present investigation was to deduce the processes responsible for this deterioration. Proposed mechanisms included abrasion, erosion, hy draulic pressure, freeze-thaw cycles, and chemical deterioration. Microstructural features associated with each mechanism were explored using laboratory concrete subjected to known deterioration processes or through computer simulations. Microstructural studies utilized scanning electron microscopy and x-ray diffraction. Based on the microstructural evidence, it was concluded that the railseat deterioration is produced by a combination of abrasion and freeze-thaw or hydraulic pressure. INTRODUCTION To determine which process is responsible for the railseat deterioration, microstructural features of the deteriorated ties In most countries of the world, there is a growing interest were compared to features of concrete subjected to various in the use of concrete railroad ties. Concrete ties are econom deterioration processes (freeze-thaw and abrasion). Because ical and their superior structural properties increase the stabil we were not able to reproduce damage due to hydraulic pres ity and performance of the track structure. However, deterio sure, we developed a computer model to simulate microstruc ration ofconcrete ties at the railseat has recently been observed tural features of this process. Microstructural examination was in North America. In its preliminary stages, the deterioration carried out in which we specifically looked for evidence of produces a shallow imprint of the rail pad on the surface of DEF and ASR. -
Alternative Framing Materials in Residential Construction: Three Case Studies Alternative Framing Materials in Residential Construction: Three Case Studies
U.S. Department of Housing and Urban Development Office of Policy Development and Research ALTERNATIVE FRAMING MATERIALS IN RESIDENTIAL CONSTRUCTION: THREE CASE STUDIES ALTERNATIVE FRAMING MATERIALS IN RESIDENTIAL CONSTRUCTION: THREE CASE STUDIES Prepared for U.S. Department of Housing and Urban Development Office of Policy Development and Research Prepared by NAHB Research Center Upper Marlboro, MD Instrument No. DU100K000005911 July 1994 Notice The U.S. Government does not endorse products or manufacturers. Trade or manufacturers’names appear herein solely because they are considered essential to the object of this report. The contents of this report are the views of the contractor and do not necessarily reflect the views or policies of the U.S. Department of Housing and Urban Development or the U.S. Government. Acknowledgments This report was prepared by the NAHB Research Center under funding from the U.S. Department of Housing and Urban Development (HUD). The principal author was Timothy J. Waite, P.E. with review by E. Lee Fisher. Technical support was provided by Mike Bruen, Bob Dewey, Eric Lund, and J. Albert van Overeem. Special appreciation is extended to William Freeborne of HUD for guidance throughout the project. Appreciation is also extended to the builders and manufacturers who participated in the construction of demonstration homes: Mickgreen Development, Desert Hot Springs, California; Bantex Building Products, Santa Ana, California; Sunset Ridge Limited, Imperial, California; Western Metal Lath, Riverside, California; Insteel Construction Systems, Inc., Brunswick, Georgia; Del Webb California Corporation, Inc., Bermuda Dunes, California; and Bowen & Bowen Construction Company, Norcross, Georgia. Contents LIST OF TABLES, FIGURES, AND PHOTOS ................................... -
Aconsiderable Wealth of Infor- Mation Is Available from Multiple Sources on Oriented Strand Board (OSB), So This Is Not Intended
This is the ninth in a series of articles examining various deck types. Among the numerous considerations when selecting a roof system, the type of decking is among the most important. With the variety of decks to be encountered (both new and old), it is incumbent upon roofing experts to be the authority on these matters. This article will explore features of oriented strand board (OSB). considerable wealth of infor- mon term for the broad class of “engineered wood chips, sawmill shavings, and even mation is available from wood particle boards.” Roof consultants are coarse sawdust) should not be considered multiple sources on oriented likely to encounter it in both pitched and as appropriate for roof decks. On the other strand board (OSB), so this low-slope assemblies (Figure 1). The prod- hand, OSB has strands with specific length- is not intended as an exhaus- ucts are known as Sterling board, Aspenite, to-width ratios generally lying in a panel’s tive review of all things OSB. and Smart-ply in the United Kingdom. long direction; these are on the order of 1 AThere is no lengthy discussion here of the In this country, manufacturing process, testing, trade orga- only some of the nizations, code ratings, or material cost. common descrip- Instead, this article is a review of aspects tors are appropri- likely to be encountered in the course of a ate for OSB as we roof consultant’s ordinary practice. would encounter it. Confusion seems to abound regarding For instance, chip this material because the descriptors are board and particle often used interchangeably. -
Hardwoods: a Rev Southern Forest Experiment Station New Orleans, Louisiana General Technical Report SO-71 Terry Sellers, Jr., James R
Department of Forest Service Hardwoods: A Rev Southern Forest Experiment Station New Orleans, Louisiana General Technical Report SO-71 Terry Sellers, Jr., James R. McSween, and William T. Nearn Over a period of years, increasing demand for softwoods in the Eastern United States has led to an increase in the growth of hardwoods on cut-over softwood sites. tinfortunately these hardwood trees are often of a size and shape unsuitable for the production of high-grade lumber and veneer. They do. however. represent a viable. economic source of raw material for plywood, fiberboard, particleboard. and oriented strandboard lor flakeboards), all products that require the successful use of adhesives in their manufacture. The current status of gluing eastern hardwoods is reviewed in this report, with emphasis on hardwoods growing on southern pine sites. The subjects covered include adhesives, wood and wood-surface properties and their interactions with the adhesive, and the quality of the bonds produced when these hardwoods are used in the manufacture of end joints, laminates, plywood, and other composite panels. A variety of adhesives are available that equal or exceed the strength of the hardwoods being bonded. The choice of a particular adhesive is dictated in large measure by the adhesive price and the end-use criteria for the finished product. In discussing the gluing of eastern hardwoods, the approach taken is that the fundamentals that determine the quality of an adhesive bond should remain the same whether the substrate is a softwood or a low-, medium-, or high-density hardwood. To illustrate the differences encountered in gluing the various hardwood species and the best approach for dealing with them in terms of bonding fundamentals, in this report we will concex~trateon: The quality and character of the surface as aflected by wood structure. -
Wood Products Taxonomy
THEN NOW Wood Products Taxonomy WOOD Composites Solid Wood Engineered Panels Lumber Softwood Hardwood Composites Glued Treated Lumber Lumber (ELC) Wood/ Wood LVL Boards Finger joined CCA treated Hardwood Non-wood Based Wood/ Particleboard OSL Dimension Edge glued Fire retardant Cement MDF Timber Glulam Plywood MSR Engineered Wood Products OSB I-Beams Roof trusses “A New Taxonomy of Wood Products” 1996 David Cohen, Simon Ellis, Robert Kozak and Bill Wilson Canadian Forest Service FRDA II Working Paper 96.05, Victoria, BC, 56pp Commercial introduction for major wood products Laminated Strand Lumber Parallel Strand Lumber CCA-treated Lumber Wood I-Beam Lumber Laminated Veneer Lumber Light Frame Trusses Glue Laminated Lumber MSR Lumber 1890 1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 Plywood Particleboard Waferboard Medium Density Fiberboard Panels Oriented Strand Board Wood Products • Primary – most (but not all) are structural products used in construction of residential and non-residential buildings • Secondary – non-structural products used in the finishing and furnishing of these buildings • Tertiary – support services including equipment manufacture, software development, education, marketing Wood Products Taxonomy WOOD Composites Solid Wood Engineered Panels Lumber Softwood Hardwood Composites Glued Treated Lumber Lumber (ELC) Wood/ Wood LVL Boards Finger joined CCA treated Hardwood Non-wood Based Wood/ Particleboard OSL Dimension Edge glued Fire retardant Cement MDF Timber Glulam Plywood MSR Engineered Wood Products OSB I-Beams Roof trusses Boards • 1” thick material, width – increments of 2” • finished, non-structural • markets are: export, industrial, home center • NA production likely to increase Boards BC Wood Specialties Dimension Lumber • 2x4, 2x6, 2x8 construction lumber • majority of lumber produced in North America • NA production grown 1.4% p.a.