DOCSLIB.ORG

Decorative Finger Jointing of Valuable Wood

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Decorative Finger Jointing of Valuable Wood Decorative Finger Jointing of Valuable Wood Nikolay Skuratov Anatoliy Vojakin Moscow State Forest University Decorative Finger Jointing of Valuable Wood • Finger jointing is effective method of utilizing short pieces of lumber and reducing wood waste. • Defect free finger-jointed lumber is raw material for many of wood products for structural and non-structural purposes and for transparent or non-transparent finishes. WEINIG GROUP Decorative Finger Jointing of Valuable Wood • Strength of properly made finger joints is close to the strength of clear wood. General requirements for glued finger joints are described in many standards. • ASTM D4688-99: 2005. Standard Test Method for Evaluating Structural Adhesives for Finger Jointing Lumber. • EN 386: 2001. Finger jointed structural timber. • GOST 19414-90: 1991. Solid glued wood. General requirements for glued finger joints. • ISO 10983: 1999. Timber structures – solid timber finger-jointing – Production requirements. • NLGA. 2002. Special products standard for fingerjointed structural lumber. Decorative Finger Jointing of Valuable Wood • The appearance of the joints in structural products is not the most important property. • Conventional finger joint forms a zigzag or a straight line on the surface of the bonded parts which may be easy-to-see. • Such joints are not always suitable for valuable wood products having a transparent finish. Monotone joints catch the eye, bring aesthetic damage to the product and reduce its cost. Decorative Finger Jointing of Valuable Wood • The objective of the project was to develop the aesthetically acceptable finger joint profile for decorative jointing of valuable wood. • To hide the actual finger joint effectively and to make it almost invisible, curved profile of the joint was selected. • To get away from the monotony fingers in the jointing are of different heights and the line that bends around their tops is the curve. But all fingers have the same slope. Decorative Finger Jointing of Valuable Wood • Curve profile depends on the texture of wood grain and may be a periodic function such as a sinusoid. Its parameters should match a texture of wood. • When tangential texture profile of the envelope line of larger amplitude, period, and height of fingers is more suitable. • For radial wood texture which has finer and more monotonous pattern amplitude and period can be reduced without changing of the fingers height. Decorative Finger Jointing of Valuable Wood • Most of expert evaluations showed that curvilinear splice better masks joints and improves the aesthetic perception of glued products. If sinusoidal profile of joint is symmetrical with respect to the longitudinal axis X and the midpoint 0, one cutter of such profile for simultaneous processing the ends of adjacent short pieces may be utilized. • For joining pieces into a single line every second of them should be deployed around the axis X on angle of 180°. Decorative Finger Jointing of Valuable Wood Technological line of finger jointing consists of 5 work bays: 1 – selection of wood pieces by color and fiber direction; 2 – trimming and removal of wood defects; 3 – finger cutting work bay (there are three variants); 4 – longitudinal gluing workpieces in the press; 5 – processing defect free glued details by a planer. Decorative Finger Jointing of Valuable Wood • Work bay 1 is for matching of blanks for color, texture and the cross-section. • The ends of workpieces are processed at work bay 2 where wood defects are removed by means of CNC band saw machine. This machine makes curved cuts on the line along the envelope of the finger tops. • Next workpieces are moved to work bay 3 for cutting fingers by one of three ways. Decorative Finger Jointing of Valuable Wood • In a conventional batch line with two cutting units (work bay 3a) fingers on the package of blanks are formed successively. The first unit forms the forward profile on the front ends of blanks and the second unit forms the reverse profile on opposite ends. Decorative Finger Jointing of Valuable Wood • More productive line (work bay 3b) is designed for the simultaneous formation of the forward and reverse profiles at the ends of each blank. • For the formation of the centrally symmetric finger joints one cutting unit is needed (work bay 3c). Decorative Finger Jointing of Valuable Wood • Cutter forms simultaneously forward and reverse profiles on adjacent ends of two pieces. After turning over direct profile at the end of the first workpiece is transformed into reverse profile for the front end of the second workpiece (Fig. 5). To prevent chipping wood along the ends of the workpieces when milling the profiled supporting plates are to be used. Decorative Finger Jointing of Valuable Wood • Also, the latter method is applicable for batch cutting fingers. Before entering the press every second workpiece must be turned over. • Further the workpiece comes in press (work bay 4), where after applying the adhesive, they are compressed in the longitudinal direction to obtain long finger jointed lumber. Then the lumber is cut by circular saw into the details of a given length, which are moved on the accumulation table for curing of glue. • At the final stage (work bay 5) defect free details are processed by means of a planer machine to form a cross-section of given shape and dimensions. Decorative Finger Jointing of Valuable Wood • As a cutting tool the set of wing-finger jointing cutters of different diameters can be used. Each cutter in finger joint head processes one groove. Decorative Finger Jointing of Valuable Wood • Cutters are mounted on the mandrel through spacer rings of different thicknesses which is fixed on the machine spindle. • To reduce the dynamic loads when cutting the teeth of cutters are placed on a mandrel along a spiral line. Decorative Finger Jointing of Valuable Wood • Quality of finger jointing does not depend on the method of finger cutting. • Correctly selected for the specific wood texture the curvilinear finger-joint profile better hides joints and improves the aesthetic perception of glued products including details of high profile. Decorative Finger Jointing of Valuable Wood Conclusions • The proposed method can be used for finger joining short pieces of expensive timber. • Its application will improve the appearance and increase the utility value of products made of glued wood. • In the future finger jointing geometrical parameters and design of the cutting tool are going to be optimized and strength tests will be carried out. Thank you for your attention.
Load more

Recommended publications
  • Investigation of the Suitability of Finger Jointed Structural Timber for Use in Nail Plated Roof Trusses
    University of Southern Queensland Faculty of Engineering and Surveying Investigation of the Suitability of Finger Jointed Structural Timber for Use in Nail Plated Roof Trusses A dissertation submitted by Anthony Glen Dakin In fulfilment of the requirements of Courses ENG4111 and ENG4112 Research Project Towards the degree of Bachelor of Engineering (Civil Engineering) Submitted: October, 2011 Abstract The most common method of roof framing employed by Australian builders in modern construction is the use of pre-fabricated nail plated timber roof trusses. These trusses are predominantly manufactured from structural framing timber limited in length to a maximum of 6 metres. The style and size of houses increasingly preferred by Australian homeowners means that trusses are regularly required to span further than 6 metres. Truss manufacturers therefore use larger or additional nail plates to splice members during fabrication, and the assembly process becomes far more complex. Finger jointing of sawmill off-cuts and other short lengths of timber is a means of manufacturers economically producing timber in longer lengths. This dissertation investigates the suitability of using finger jointed structural timber for the fabrication of nail plated roof trusses. Physical testing and statistical analysis has been used to compare the performance of finger jointed structural timber with standard structural framing timber normally used in truss fabrication. This study involved characterizing the mechanical properties of the timber, as well as assessing the performance of joints including mechanical fasteners. These methods, along with the static modelling of loading situations, were also used to quantify the probability of inducing failures unique to finger jointed timber, during the truss fabrication and erection process.
    [Show full text]
  • 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.
    [Show full text]
  • Planing and Profiling
    Anpassung der Rückenstärke für Druck noch nicht ausgeführt Planing and profiling Leitz Lexicon Edition 7 Version 2 Explanation of abbreviations A = dimension A LH = left hand rotation ae = cutting thickness (radial) ap = cutting depth (axial) M = metric thread ABM = dimension MBM = minimum order quantity APL = panel raising length MC = multi-purpose steel, coated APT = panel raising depth MD = thickness of knife AL = working length min-1 = revolutions per minute (RPM) AM = number of knives MK = morse taper AS = anti sound (low noise design) m min-1 = metres per minute m s-1 = metres per second b = overhang B = width n = RPM BDD = thickness of shoulder nmax. = maximum permissible RPM BEM = note NAL = position of hub BEZ = description ND = thickness of hub BH = tipping height NH = zero height BO = bore diameter NL = cutting length NLA = pinhole dimensions CNC = Computerized Numerical Control NT = grooving depth d = diameter P = profile D = cutting circle diameter POS = cutter position D0 = zero diameter PT = profile depth DA = outside Diameter PG = profile group DB = diameter of shoulder DFC = Dust Flow Control (optimised chip clearance) QAL = cutting material quality DGL = number of links DIK = thickness R = radius DKN = double keyway RD = right hand twist DP = polycrystalline diamond RH = right hand rotation DRI = rotation RP = radius of cutter FAB = width of rebate S = shank dimension FAT = depth of rebate SB = cutting width FAW = bevel angle SET = set FLD = flange diameter SLB = slotting width fz = tooth feed SLL = slotting length fz eff = effective tooth feed SLT = slotting depth SP = tool steel GEW = thread ST = Cobalt-basis cast alloys, GL = total length e.g.
    [Show full text]
  • List Price Guide Effective 03/25/2021
    Honored to serve you since 1952 List Price Guide Effective 03/25/2021 www.southwestmoulding.com TABLE OF CONTENTS PRODUCT GROUP PAGE(S) PRODUCT GROUP PAGE(S) MOULDINGS OUTDOOR MILLWORK OAK 5 COLUMNS 31 KNOTTY ALDER 5 - 6 PORCH POSTS 31 SOLID PINE 6 - 9 MDF PRIMED 9 - 10 SPECIALTY MILLWORK PRIMED FINGER-JOINT 10 - 11 ORNAMENTAL BOARD & BEAM 32 RAW FINGER-JOINT 11 - 13 DECORATIVE MOULDING 32 FLEXIBLE MOULDING 13 - 14 INTEPLAST PREFINISHED 32 - 33 CASING & BRICKMOULD SETS 14 MOULDING ACCENTS 33 - 34 FULL ROUND 14 - 15 CRAFT & HOBBY ITEMS 34 ATTIC STAIRS 34 BOARDS / S4S MISCELLANEOUS HARDWARE 35 HARDWOOD BOARDS 15 PINE BOARDS 15 - 16 STAIR PARTS MDF BOARDS 16 OAK STAIR PARTS 36 - 41 FLEXIBLE S4S 16 WHITE OAK STAIR PARTS 41 - 42 MAPLE STAIR PARTS 43 - 45 JAMBS / FRAMES HEMLOCK STAIR PARTS 46 - 47 JAMBS 16 KNOTTY ALDER STAIR PARTS 47 - 48 FRAMES 16 - 17 POPLAR STAIR PARTS 48 COMPONENTS 17 PRIMED STAIR PARTS 48 - 49 STAIR PART ACCESSORIES 49 - 50 DOORS IRON STAIR PARTS 50 - 53 PLASTPRO FIBERGLASS 18 PANEL STAIR SYSTEMS 53 - 54 FRAMEPORT TOSCANA 19 CABLE & STAINLESS STAIRS 54 FRAMEPORT SHAKER 20 - 21 ROGUE VALLEY FIR 22 - 23 MULTIPLIER SUMMARY 55 KNOTTY ALDER 23 - 24 PRIMED PINE DOORS 24 - 25 VERTICAL GRAIN PINE - PANEL 25 - 27 VERTICAL GRAIN PINE - FRENCH 27 JELD WEN MOLDED SKIN 28 - 29 FLUSH DOORS 30 SKU LOOK-UP PRODUCT DESCRIPTION UOM PROD PT LIST PRICE Oak Mouldings Cabinet Applications 1030668 H-OFMOULD CABINET MOULD FMOULD OAK 5/8" X 1 1/2" RANDOM LENGTH CL MOKW $110.78 1030678 H-OLMC LIP MOULD LMC OAK 1" X 1 5/8" RANDOM LENGTH CL MOKG
    [Show full text]
  • Woodworking Joints.Key
    Woodworking making joints Using Joints Basic Butt Joint The butt joint is the most basic woodworking joint. Commonly used when framing walls in conventional, stick-framed homes, this joint relies on mechanical fasteners to hold the two pieces of stock in place. Learn how to build a proper butt joint, and when to use it on your woodworking projects. Basic Butt Joint The simplest of joints is a butt joint - so called because one piece of stock is butted up against another, then fixed in place, most commonly with nails or screws. The addition of glue will add some strength, but the joint relies primarily upon its mechanical fixings. ! These joints can be used in making simple boxes or frames, providing that there will not be too much stress on the joint, or that the materials used will take nails or screws reliably. Butt joints are probably strongest when fixed using glued dowels. Mitered Butt Joint ! A mitered butt joint is basically the same as a basic butt joint, except that the two boards are joined at an angle (instead of square to one another). The advantage is that the mitered butt joint will not show any end grain, and as such is a bit more aesthetically pleasing. Learn how to create a clean mitered butt joint. Mitered Butt Joint The simplest joint that requires any form of cutting is a miter joint - in effect this is an angled butt joint, usually relying on glue alone to construct it. It requires accurate 45° cutting, however, if the perfect 90° corner is to result.
    [Show full text]
  • Dinamica | Origini | Inversa | Leggera | Complementi Collezione Dinamica MOVIMENTO DI CLASSE LA VITA ODIERNA È MOVIMENTO
    scorrevoli special new | unica new | vivace | dinamica | origini | inversa | leggera | complementi collezione dinamica MOVIMENTO DI CLASSE LA VITA ODIERNA È MOVIMENTO. DESIDERI E TENDENZE SONO IN EVOLUZIONE CONTINUA. DINAMICA RISPONDE ADATTANDOSI AL VOSTRO STILE DI VITA CON SOLUZIONI ESTETICHE ATTUALI. L’ESSENZIALITÀ DELLE LINEE È RESA PERSONALIZZABILE DALLA SCELTA TRA COPRIFILO DI DUE TIPOLOGIE: INCLINATO - PER UN STILE PIÙ DINAMICO - E DRITTO - PIÙ LINEARE. “DINAMICA” COLLECTION: FIRST CLASS COLLECTION DINAMICA: MOUVEMENT DE КОЛЛЕКЦИЯ DINAMICA: ДВИЖЕНИЕ ВЫСОКОГО MOVEMENT CLASSE КЛАССА Today’s life is on the go. Wishes and trends are La vie d’aujourd’hui est synonyme de mouvement. Современная жизнь - это движение. Желания и continuously evolving. Dinamica adapts to your style Les désirs et les tendances évoluent continuellement. тенденции постоянно развиваются. Dinamica отвечает, of life with updated aesthetic qualities, combining Dinamica répond en s’adaptant à votre style de адаптируясь к вашему стилю жизни, с актуальными passion for wood and a powerful design. The vie avec des solutions esthétiques actuelles, en эстетическими решениями, совмещая любовь к essential lines can be custom-tailored by choosing alliant la passion pour le bois et la force du design. дереву с силой дизайна. Строгость линий становится one of the two types of casing: inclined - for a more La simplicité des lignes peut être personnalisée индивидуальной благодаря двум типам наличника: modern look - and straight - for a more classic one. en optant pour l’un des deux modèles de couvre- скошенный для более современного вида и прямой, joint proposés: incliné - pour un look plus moderne более классический. - ou droit - pour une ligne plus classique. 130 INTRODUZIONE SCORREVOLI SPECIAL NEWNEW UNICA NEWNEW VIVACE VISTA ESTERNO AMBIENTE AMBIENTE ESTERNO VISTA DINAMICA / ROOM EXTERNAL VIEW /VUE EXTÉRIEURE DE LA PIÈCE / ORIGINI INVERSA ВНЕШНИЙ ВИД ПОМЕЩЕНИЯ ВИД ВНЕШНИЙ LEGGERA COMPLEMENTI 131 6 1 2 3 4 5 132 coll.
    [Show full text]
  • TENSILE STRENGTH of FINGER JOINTS in PITH-ASSOCIATED and NON-PITH-ASSOCIATED SOUTHERN PINE 2 by 6'S
    ABSTRACT Finger joints in lumber containing p it h - associated wood apparently cause significant reductions in the strength of large glued-laminated timber beams. This probably results from the interaction of the inherent lower strength of the pith-associated wood and strength reductions intrinsic to the joint design. To more fully establish the effect of these factors and thus lead to design criteria for higher strength laminated timber beams, the tensile strength of finger- jointed southern pine 2- by 6-inch dimension lumber with and without pith-associated wood was studied. One hundred and fifty tension tests were made on southern pine lumber selected to meet or exceed the AITC 301-67 tensionlamination grade. These included 60 control (non-jointed) specimens and 90 finger-jointed specimens. Thirty of the controls and 60 of the jointed specimens contained a significant amount of pith-associated wood but still met the dense classification for structural lumber. The remaining specimens were free of pith-associated wood. The average tensile strength of finger- jointed lumber free of pith-associated material was significantly greater than that for jointed lumber which contained pith-associated material. Finger- jointed lumber consisting of one pith-associated and one non-pith-associated board had strength properties similar to finger-jointed lumber manu­ factured from two boards containing pith- associated wood. Control lumber which contained pith-associated material had an average tensile strength 34 percent less than that which was free of pith-associated material. The estimated 5 percent exclusion limit, in terms of tensile strength for specimens free of pith-associated material, was 4,700 p.s.i.
    [Show full text]
  • Contractors Handbook
    C O N T R A C T O R S HTA RNDBI OOMK MISSION Provide world-class service and quality building products to our customers. VALUES Provide a safe and healthy work environment for all. Treat our employees with respect and provide opportunities for ongoing growth and development. Act with integrity in all our dealings with customers and suppliers. Build our future based on traditional values. Support the communities in which we work. Stand behind our products and services. “FuFullll p profilerofile ccatalogueatalogue availableavailab leat at wwwwww.turkstramill.ca.turkstralumber.com” Thank you for considering products from the Turkstra Mill. Turkstra MillMill specializesspecializes in incustom custom mouldings mouldings for privatefor private clients, clients, contractors andand industryindustry customers. customers. We manufacturemanufacture a completea complete line of linehigh qualityof high wood quality mouldings wood in mouldingspine, poplar, inoak, pine, maple poplar, and other oak, species maple at andour facilityother inspecies Smithville, at ourOntario. facility We inoffer Smithville, a wide rangeOntario. of profilesWe offer from a thewide Turkstra range Mill,of profilesincluding ourfrom exclusive the Turkstra series. Mill, including our exclusive series. As a Mill, we specialize in custom wood mouldings and components. As a Mill, we specialize in custom wood mouldings and components. Our experienced staff can custom design or match profiles using our Our experienced staff can custom design or match profiles in-house knife cutting equipment and high precision moulders. We using our in-house knife cutting equipment and high precision also maintain a comprehensive inventory of industry standard profiles, moulders. We also maintain a comprehensive inventory of industry as shown in this catalogue.
    [Show full text]
  • Woodbond X-338
    _ Woodbond X-338 Woodbond X-338 is a medium-viscosity adhesive specifically formulated for finger jointing interior stock. A notable attribute of Woodbond X-338 is that it is capable of passing the ASTM- 5572 3 cycle water soak, while maintaining a high level of heat resistance. Woodbond X-338 can also be used for edge and face gluing. PHYSICAL PROPERTIES Chemical family description: Polyvinyl acetate emulsion adhesive Appearance: White colored liquid Typical viscosity (cps): 2600 - 4000 (3/12/83°F) Weight solids (%): 46.0 - 50.0 pH: 4.0 - 5.0 Specific gravity: 1.15 Weight pounds per gallon: 9.6 Suggested minimum use temperature: 39°F/ 4°C KEY PRODUCT FEATURES • Fast setting • No formaldehyde • One-component: great for general assembly • 175.105 FDA Compliant PERFORMANCE PROPERTIES • Exceeds ASTM D-5572-99 Dry Use for Finger joints in Non-structural Lumber Products ASTM D 5572-99 Dry Use for Finger Joints in Non-structural Lumber Products - Tension Test Results Requirements Exposure Strength Strength Wood Wood Strength Wood Wood (psi) (psi) failure (%) failure (%) (psi) failure (%) failure (%) Average Minimum Average Minimum Average Average Minimum Dry 4504 N/A 95 80 2000 60 30 3-cycle Soak 2503 N/A 62 15 1000 30 15 Elevated Temp. 2817 N/A N/A N/A 1000 N/A N/A Temp.- Humidity 1018 N/A N/A N/A 750 N/A N/A *TECO Report #02-115 APPLICATION GUIDELINES Moisture content: Six to eight percent is the recommended moisture content for the gluing stock. High moisture content will dramatically increase the clamp time needed.
    [Show full text]
  • Engineered Wood Products and Mass Timber Use in Wood Buildings
    Engineered Wood Products and Mass Timber Use in Wood Buildings Daniel Hindman, Ph.D., P.E., Virginia Tech Associate Professor in Department of Sustainable Biomaterials at Virginia Tech for 17 years Classes Include Design of Wood Structures, Timber Engineering, Green Introduction Building Systems, Wood Mechanics and BIM for Wood-Based Structures Research Areas Include Development of Cross-Laminated Timber from Alternative Species, Mechanical Properties of Engineered Wood Products, Connection Design of Engineered Wood Products Discussion or inclusion of products in this presentation does not constitute an endorsement Products discussed serve as illustrations only Disclaimer Most products mentioned have several companies that produce similar or equivalent materials You should have a basic understanding of wood material properties You should be familiar with the National Design Specification for Assumptions Wood Construction (NDS) You should be familiar with ASD and LRFD factors (these will not of Audience be discussed but do apply according to the NDS) You should be familiar with the way that design stresses of wood materials are modified (base design values are found in the NDS Supplement, then modified for the particular design situation) Definition of EWPs Discussion of proprietary vs. nonproprietary materials and where to find design values Goals of Use of SCL and I-joists in taller wood construction along with Presentation detailing and connections An introduction to mass timber (Glulam & CLT) and how to design mass timber
    [Show full text]
  • Parallel-Laminated Veneer: Processing and Performance Research Review
    Parallel-laminated veneer: processing and performance research review Theodore L. Laufenberg manufacturing cost was justified by its dependable per- Abstract formance. Since that time, dwindling supplies of high- The use of parallel-laminated veneer (PLV) for quality saw logs have made PLV attractive and eco- critical structural elements has proven commercially nomically feasible in products formerly constructed of feasible for more than a decade. The uniformity of this the highest grades of solid wood. material’s mechanical properties has made it popular One attribute of PLV processing is the increased for truss components, I-beam flanges, scaffold planks, yield made possible by peeling a given log, as compared and other engineered members. to the kerf losses associated with traditional sawing Research during the last 15 years has indicated a techniques. Its highly dependable design strength number of correlations between processing param- makes it competitive with stress-graded lumber. eters and PLV product performance such as veneer Strength is achieved mainly because, when the mate- quality influence upon tensile and bending properties rial in a low-grade log is reconstituted into PLV, and the efficiency of various jointing methods. In ad- strength-reducing defects are distributed throughout dition to summarizing these findings, this paper con- the volume of the member, minimizing the amount of tains recommendations for further study. low-strength wood in any cross section. The variables that must be taken into account in predicting the mechanical properties of a PLV product include the number of veneer laminations, the size and distribution of defects, the efficiency of veneer end This paper presents an overview of the parallel- joints, the quality of the bond, the strength of the clear laminated veneer (PLV) processing and performance wood, and the depth and frequency of knife checks.
    [Show full text]
  • Översättning Av Slöjd Och Snickeriord, Svenska-Engelska
    Översättning av Slöjd och Snickeriord, Svenska-Engelska SVENSKA ENGELSKA (US, UK) 1 Al (Alnus) Alder 2 Alm (Ulmus glabra) Elm 3 Aln (593,8 mm) Ell (23,4”) 4 Andningsskydd Face mask 5 Arbetsbänk Workbench 6 Arbetshandskar Working gloves 7 Ask (Fraxinus excelsior) Ash 8 Asp (Populus tremula ) European Aspen 9 Avbitare Cutting nipper/plier 10 Avenbok (Carpinus betulus) Hornbeam, -beech 11 Bandkniv Drawknife 12 Bandslipmaskin Beltsander 13 Bandsåg Band-saw 14 Bark Bark 15 Barksida Bark side 16 Barrträd Coniferous tree 17 Basa Steam bending 18 Baslåda Steambox 19 Benlim Bone glue 20 Bets Analine dye 21 Bildhuggarjärn Gauge 22 Bildhuggarklubba Mallet 23 Bildhuggarskölp Carving chisel 24 Bits Bits 25 Björk (Betula-) Birch Av Morgan Nilsson 2021 1 av 40 Översättning av Slöjd och Snickeriord, Svenska-Engelska 26 Björknäver Birch bark 27 Björksav Birch syrup 28 Björkvril Birch burl 29 Blad (på kniv) Blade (on knife) 30 Blyertspenna Pencil 31 Bock (stöd) Stand 32 Bock (stöd) Trestle 33 Bok (Fagus silvatica) Beech 34 Bordcirkelsåg Table saw 35 Borr Drill 36 Borra Boring/Bore 37 Borrmaskin Drilling machine 38 Borrstativ Drill stand 39 Borrsväng Brace 40 Borste/pensel Brush 41 Bricka (till skruv/bult) Washer 42 Brotsch (konisk borr) Reamer 43 Bryna Sharpen 44 Brynolja Honing oil 45 Brynsten Sharpening stone 46 Brynsten (knivformigt) Slipstones 47 Brytbladskniv Snap-off-blade-knife 48 Bräda (mindre än 45x70 mm) Board 49 Brädgård Lumber yard (US) 50 Brädgård Timber yard (UK) 51 Bubinga (Guibourtia demeusei) Bubinga Av Morgan Nilsson 2021 2 av 40 Översättning
    [Show full text]