Use of Sawdust in the Composition of Plaster Mortars
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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". -
Environmental Considerations of Treated Wood National Park Service – Pacific West Region
Environmental Considerations of Treated Wood National Park Service – Pacific West Region Overview In support of the mission of the National Park Service, making wise decisions about using wood treatments will help protect the natural areas and biodiversity of our parks, and the health of our employees. Preservative-treated wood’s most important benefit is its resistance to water, fungal, and insect damage. Extending the life of wood products reduces the demands on forests for replacement lumber and reduces maintenance and replacement costs. Historic wooden structures that must be repaired with compatible materials or replaced with in-kind materials make durability even more important. Treated woods are nearly impervious to rot and insects, making them good for outdoor use. Wood treated with chromated copper arsenate (CCA) poses certain environmental and health risks, including the leaching of chemicals such as arsenic and chromium into the environment and workers’ risk of exposure to hazardous chemicals. Disposal of treated wood also proves to be an issue, particularly disposal by incineration. Due to these concerns, manufacturers of treated wood and the EPA reached an agreement to end the sale of CCA-treated wood for most lumber products, effective January 1, 2004. The following offers less-toxic alternatives to CCA, handling and use precautions, and other recommendations when considering using treated wood. Due to the toxicity and potential effects on health and the environment, the Presidio Trust implemented a policy on the use of pressure treated lumber. Standard operating procedure now prohibits the use of CCA, ACZA, CZC, ACC, and Pentachlorophenol. All dimensional lumber is now treated with ACQ as an alternative. -
Designing for Durability CONTINUING EDUCATION Strategies for Achieving Maximum Durability with Wood-Frame Construction Sponsored by Rethink Wood
EDUCATIONAL-ADVERTISEMENT Designing for Durability EDUCATION CONTINUING Strategies for achieving maximum durability with wood-frame construction Sponsored by reThink Wood rchitects specify wood for many Examples of wood buildings that have (glulam), cross laminated timber (CLT), and reasons, including cost, ease and stood for centuries exist all over the world, nail-laminated timber, along with a variety A efficiency of construction, design including the Horyu-ji temple in Ikaruga, of structural composite lumber products, are versatility, and sustainability—as well as Japan, built in the eighth century, stave enabling increased dimensional stability and its beauty and the innate appeal of nature churches in Norway, including one in Urnes strength, and greater long-span capabilities. and natural materials. Innovative new built in 1150, and many more. Today, wood These innovations are leading to taller, technologies and building systems are also is being used in a wider range of buildings highly innovative wood buildings. Examples leading to the increased use of wood as a than would have been possible even 20 years include (among others) a 10-story CLT structural material, not only in houses, ago. Next-generation lumber and mass timber apartment building in Australia, a 14-story schools, and other traditional applications, products, such as glue-laminated timber timber-frame apartment in Norway, but in larger, taller, and more visionary wood buildings. But even as the use of wood is expanding, one significant characteristic of wood buildings is often underestimated: their durability. Misperceptions still exist that buildings made of materials such as concrete or steel last longer than buildings made of wood. -
TECO Design and Application Guide Is Divided Into Four Sections
Structural Design and Plywood Application Guide INTRODUCTION Plywood as we know it has been produced since early in the 20th century. It has been in widespread use as sheathing in residential and commercial construction for well over 50 years and has developed a reputation as a premium panel product for both commodity and specialty applications. Structural plywood products give architects, engineers, designers, and builders a broad array of choices for use as subfloors, combination floors (i.e. subfloor and underlayment), wall and roof sheathing. Besides the very important function of supporting, resisting and transferring loads to the main force resisting elements of the building, plywood panels provide an excellent base for many types of finished flooring and provide a flat, solid base upon which the exterior wall cladding and roofing can be applied. This TECO Design and Application Guide is divided into four sections. Section 1 identifies some of the basics in selecting, handling, and storing plywood. Section 2 provides specific details regarding the application of plywood in single or multilayer floor systems, while Section 3 provides similar information for plywood used as wall and roof sheathing. Section 4 provides information on various performance issues concerning plywood. The information provided in this guide is based on standard industry practice. Users of structural-use panels should always consult the local building code and information provided by the panel manufacturer for more specific requirements and recommendations. -
Platform Frame Construction (Part 2)
STRUCTURAL TIMBER 4 ENGINEERING BULLETIN Timber frame structures – platform frame construction (part 2) Introduction Horizontal diaphragms and bracing In Timber Engineering Bulletin No. 3 (part 1 in this sub-series on platform Horizontal diaphragms in platform frame buildings are provided by the frame construction), the composition and terminology used for platform intermediate floors (with a wood-based subdeck material fixed directly to the timber frame building structures, and the structural engineering checks which joists) and the roof structure (with either a wood-based ‘sarking’ board or are required to verify the adequacy of the vertical load paths and the strength discrete diagonal bracing members) (Figure 3). These horizontal structural and stiff ness of the individual framing members, was introduced. diaphragms transfer horizontal loads acting on the building to the foundations by means of their connections to the wall panels (or vertical diaphragms). This Timber Engineering Bulletin introduces the engineering checks for overall building stability and the stability checks required for the wall diaphragms which provide shear (or racking) resistance to a platform timber frame structure. Robustness and disproportionate collapse design considerations for platform timber frame buildings are addressed in part 3 of this sub-series. Overall stability To achieve its stability, platform timber frame construction relies on the diaphragm action of floor structures to transfer horizontal forces to a distributed arrangement of loadbearing walls. The load bearing walls provide both vertical support and horizontal racking and shear resistance. Due to the presence of open-plan or asymmetric layouts or the occurrence of large openings in loadbearing walls, it may be necessary to provide other means of providing stability to the building, for example by the use of ‘portalised’ or ‘rigid’ frames or discrete braced bays as indicated in Figure 1. -
Molding-Program.Pdf
Moulding Program Conestoga offers several different moulding programs for your convenience. Minimum Maximum Lead-Time, Program Selection Species Grade Order Quantity Order Quantity Days Stock Choice 1 piece 25 pieces* 3 8 ft. Standard Profiles Non-stock Choice 1 piece None 10 10 ft. Standard Veneer Wrapped Profiles Stock Veneer 1 piece None 3 12 ft. Standard Profiles Non-stock Choice 1 piece None 10 8 ft. Non-standard and Special Order Profiles Any Choice 1 piece** None 10 12 ft. Non-standard and Special Order Profiles Any Choice 1 piece** None 10 Random Length Cabinet Framing/S4S Any Prime 100 ft. None 10 *Maximum stock order per specific profile and specie is 25 pieces. Orders exceeding 25 pieces require 10 day lead-time. **Non-standard profile orders of less than 100 lineal feet will incur a set-up charge. Solid Wood Moulding Specifications • Eight foot standard and non-standard mouldings will be shipped 94" to 97" in length. • Ten foot standard veneer wrapped moulding will be shipped 118" to 122" in length. • Twelve foot standard and non-standard mouldings will be shipped 142" to 146" in length. • Natural specie characteristics that exhibit the character and beauty of wood will be evident on mouldings. These characteristics will include, but not be limited to, color variations, heartwood, sapwood, pin knots, worm holes and surface and end checks. Conestoga specifications do not allow these characteristics to affect structural integrity of the mouldings. • Natural characteristics that become evident through machining, environmental or atmospheric conditions such as minor bows, twists and crooks, may be evident but will not affect product quality or impede workability. -
Creating a Timber Frame House
Creating a Timber Frame House A Step by Step Guide by Brice Cochran Copyright © 2014 Timber Frame HQ All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, recording or otherwise, without the prior written permission of the author. ISBN # 978-0-692-20875-5 DISCLAIMER: This book details the author’s personal experiences with and opinions about timber framing and home building. The author is not licensed as an engineer or architect. Although the author and publisher have made every effort to ensure that the information in this book was correct at press time, the author and publisher do not assume and hereby disclaim any liability to any party for any loss, damage, or disruption caused by errors or omissions, whether such errors or omissions result from negligence, accident, or any other cause. Except as specifically stated in this book, neither the author or publisher, nor any authors, contributors, or other representatives will be liable for damages arising out of or in connection with the use of this book. This is a comprehensive limitation of liability that applies to all damages of any kind, including (without limitation) compensatory; direct, indirect or consequential damages; income or profit; loss of or damage to property and claims of third parties. You understand that this book is not intended as a substitute for consultation with a licensed engineering professional. Before you begin any project in any way, you will need to consult a professional to ensure that you are doing what’s best for your situation. -
Sawdust Mulches for Larger Crops, Better Soils
C3DQ5/ Sawdust Mulches for Larger Crops, Better Soils Edited by J. L. Overholser Report No. G-5 July 1955 4- OREGON FOREST PRODUCTS LABORATORY State Board of Forestry and School of Forestry, Oregon State College, Cooperating Corvallis OREGON FOREST PRODUCTS LABORATORY was THEestablished by legislative action in 1941 as a result of active interest of the lumber industry and forestry- minded citizens. It is associated with the State Board of Forestry and the School of Forestry at Oregon State College. An Advisory Committee composed of men from representative interests guides the research program that is directly pointed toward the fuller utilization of Oregon's forest resources. The following men con- stitute the present membership of the Advisory Com- mittee: PAUL PATTERSON, Governor .Chairman ROBERT W. COWLIN Pacific Northwest Forest and Range Experiment Station CHARLES W. Fox Oregon Plywood Interests NILS HULT Willamette Valley Lumbermen's Association CAP.I. A. RASMUSSEN Western Pine Association WILLIAM SWINDELLS West Coast Lumbermen's Association WILLIAM I. WEST . School of Forestry GEORGE SPAUR, State Forester Secretary Sawdust Mulches Used For Larger Crops, Better Soils* edited by J. L. Overholser Large-volume use of sawdust for a mulch on various crops may result in increased yields as shown in field tests at Corvallis during the last 6 years. The Departments of Horticulture, Soils and Bacteriology at Oregon State College have cooperated with the Oregon Forest Products Laboratory in comparing sawdust with straw, leaf mold, and hay as mulches and also where cultivated into the soil for growing strawberries, blueberries, cane fruits, and annuals such as corn, tomatoes, beans, and cabbage. -
Suitability of Sawdust from Three Tropical Timbers for Wood-Cement Composites
Journal of Sustainable Forestry ISSN: 1054-9811 (Print) 1540-756X (Online) Journal homepage: http://www.tandfonline.com/loi/wjsf20 Suitability of sawdust from three tropical timbers for wood-cement composites Charles Antwi-Boasiako, Linda Ofosuhene & Kwadwo B. Boadu To cite this article: Charles Antwi-Boasiako, Linda Ofosuhene & Kwadwo B. Boadu (2018) Suitability of sawdust from three tropical timbers for wood-cement composites, Journal of Sustainable Forestry, 37:4, 414-428, DOI: 10.1080/10549811.2018.1427112 To link to this article: https://doi.org/10.1080/10549811.2018.1427112 Published online: 24 Jan 2018. Submit your article to this journal Article views: 72 View related articles View Crossmark data Full Terms & Conditions of access and use can be found at http://www.tandfonline.com/action/journalInformation?journalCode=wjsf20 JOURNAL OF SUSTAINABLE FORESTRY 2018, VOL. 37, NO. 4, 414–428 https://doi.org/10.1080/10549811.2018.1427112 Suitability of sawdust from three tropical timbers for wood- cement composites Charles Antwi-Boasiako, Linda Ofosuhene, and Kwadwo B. Boadu Department of Wood Science and Technology, Faculty of Renewable Natural Resources, Kwame Nkrumah University of Science and Technology, Kumasi, Ghana ABSTRACT KEYWORDS Construction material rising cost and global demand for economically- Cement hydration; sustainable and environmentally-friendly building resources have composite board; inhibitory necessitated the use of sawdust-cement composite. Wood constitu- chemical; total extractive; ents and cement incompatibility hinder its production and need care- wood-cement compatibility ful selection of the timber. Sawdust suitability from Triplochiton scleroxylon, Entandrophragma cylindricum and Klainedoxa gabonensis for wood-cement composite was determined by identifying their chemical constituents and their composites’ physico-mechanical prop- erties. -
Structural Design of Mass Timber Framing Systems
structural design of mass timber framing systems Bay Area Ian Boyle, P.E., S.E., P.Eng., Struct.Eng. November 7, design symposium fast +epp 2018 Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the Softwood Lumber Board “The Wood Products Council” is a This course is registered with AIA Registered Provider with The CES for continuing professional American Institute of Architects education. As such, it does not Continuing Education Systems include content that may be (AIA/CES), Provider #G516. deemed or construed to be an approval or endorsement by the AIA of any material of construction Credit(s) earned on completion of this course will be reported to AIA or any method or manner of handling, using, distributing, or CES for AIA members. Certificates of Completion for both AIA dealing in any material or product. members and non-AIA members are available upon request. Mass timber structural framing systems have high strength-to-weight ratios, are dimensionally stable, and are quickly becoming systems of choice for sustainably minded designers. This presentation will provide a detailed look at the structural design processes associated with a variety of mass timber products, including glued-laminated timber (glulam), cross-laminated timber (CLT), and nail- laminated timber (NLT). Applications for the use of these products in gravity force-resisting systems under modern building codes will be discussed. Other technical topics will include use of mass timber panels as two-way spanning slabs, connection options and design considerations, and detailing and construction best practices. course description At the end of this course, participants will be able to: 1. -
H1.2 FRAMING TIMBER TREATMENT a Single, Boron-Based Treatment Class, H1.2, May Now Be Used for Almost All Enclosed Timber Framing
BUILD RIGHT H1.2 FRAMING TIMBER TREATMENT A single, boron-based treatment class, H1.2, may now be used for almost all enclosed timber framing. This has simplified framing timber, but have treatment processes or on-site handling changed? By Alide Elkink, Freelance Technical Writer, Wellington simplified timber treatment system for framing was introduced in Look for the pink timber and brand April 2011 under Amendment 7 to the Building Code Acceptable NZS 3640 requires treated timber to be identified either by end tag (a burn Solution B2/AS1. This followed research and consultation and brand or tag at the timber ends) or by strip branding (along the timber edge A was based on several premises, including: or face) or packet branding. The branding must include the plant treatment ❚ simplification of treated timber identification and use on site number, the preservative number and the hazard class (see Figure 1). ❚ the relative safety of handling treated timber As end brands are often cut off during the construction, a secondary ❚ the treatment must remain effective after being rain wet for reasonable means of treatment identification is colour-coding. H1.2 boron-treated periods of time timber is colour-coded pink – the same as previously. ❚ the treatment must be reasonably priced. In the future, an audit stamp to indicate that the treatment and testing Since 1 July 2011, only B2/AS1 with Amendment 7 incorporated may process has been independently audited may also be included in the be used. timber identification information. Only boron treatment for H1.2 framing now Protection effective but minimise rain wetting The B2/AS1 Amendment 7 modified the requirements of NZS 3640:2003 Boric-treated timber has been used for many years and has proven to Chemical preservation of round and sawn timber and NZS 3602:2003 provide effective insecticide and fungicide protection while having low Timber and wood-based products for use in building. -
Thermal Degradation Behaviors of Sawdust Wood Waste: Pyrolysis Kinetic and Mechanism
Journal(of(Materials(and(( J. Mater. Environ. Sci., 2019, Volume 10, Issue 8, Page 742-755 Environmental(Sciences( ISSN(:(2028;2508( CODEN(:(JMESCN( http://www.jmaterenvironsci.com! Copyright(©(2019,( University(of(Mohammed(Premier(((((( (OuJda(Morocco( Thermal degradation behaviors of sawdust wood waste: pyrolysis kinetic and mechanism MY. Guida1,2,*, S. Lanaya2, Z. Rbihi2, A. Hannioui1,2 1Department of Chemistry and Environment, Faculty of Sciences and Techniques (FST), University of Sultan Moulay Slimane, 23000 Béni-Mellal, Morocco. 2 Organic Chemistry and Analytical Laboratory, Faculty of Sciences and Techniques (FST), University of Sultan Moulay Slimane, 23000 Béni-Mellal, Morocco. Received 25 May 2019, Abstract Revised 22 August 2019, In this study, the thermal behavior of sawdust wood (SW) wastes samples was examined at Accepted 23 August 2019 different heating rates (β) ranging from 2 to 15 °C/min in inert atmosphere using the Keywords technique of thermogravimetric analysis (TGA). As the increment of heating rates, the variations of characteristic parame ters from the TG-DTG curves were determined. Eight Sawdust wood waste ! methods: Friedman (FR), Ozawa-Flynn-Wall (OFW), Vyazovkin (VYA), Kissinger- ! Pyrolysis Akahira-Sunose (KAS), Starink method (ST), Avrami theory (AT), Coats-Redfern and ! Thermogravimetric Criado methods were used in this work to evaluate the kinetic parameters, including analysis apparent activation energy (Ex), reaction order (n) and the appropriate conversion model ! Kinetic analysis f(x). For the range of conversion degree (x) investigated (20 – 80 %), the mean values of parameters apparent activation energy for Sawdust wood waste were 168 KJ/mol, 153 KJ/mol and 164 ! TGA-DTG KJ/mol for FR, OFW and VYA methods respectively.