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In 2017, the Château of Chambord Is Replanting Its 18Th-Century French Formal Gardens
TABLE OF CONTENTS INTRODUCTION ................................................................................................................................ 3 I - HISTORY .......................................................................................................................................... 4 1 - The Château’s Surroundings in the 16th Century ........................................................................ 4 2 - The Major Projects of the 17th Century ........................................................................................ 4 3 - Completion of the Parterre in the 18th Century ........................................................................... 5 4 - The Steady Disappearance of the Garden .................................................................................. 7 II – SCIENTIFIC APPROACH ........................................................................................................... 8 1 - A Methodical and Scientific Investigation .................................................................................. 8 2 - Historical Research (2003–2014) .................................................................................................. 8 3 - Archaeological and Geophysical Surface Surveys (2013–2014) .................................................. 8 4 - Planned Archaeological Digs (2016) ............................................................................................ 9 III – COMPOSITION OF FRENCH FORMAL GARDENS ........................................................ -
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. -
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. -
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. -
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 -
Patching Old Floorboards
Patching Old Floorboards SPAB Technical Advice Note Philip Hughes BSc, MRICS (Chartered Building Surveyor) and SPAB Scholar The Society for the Protection of Ancient Buildings 37 Spital Square London E1 6DY 020 7377 1644 [email protected] www.spab.org.uk Contents An old floor of wide boards – scrubbed or polished for generations and uneven from wear – adds considerable richness to any room in an old building. A floor is one of the principal surfaces of a room, yet ancient boards are often badly abused. Bodged attempts to replace boards are common. Even when replacement is completed satisfactorily, the result will not always be visually acceptable. In addition, replacement of floors in their entirety often takes place unnecessarily. This Technical Advice Note aims to alleviate the problem by suggesting a number of methods by which old boards may be patched or repaired. 1 Introduction ....................... 3 2 Deterioration ....................... 3 3 Lifting floorboards ....................... 3 4 Undulations and gaps ....................... 5 5 Reducing unevenness ....................... 6 6 Repairing a split board ....................... 6 7 Repairing a broken edge ....................... 7 8 Strengthening a weak board ....................... 8 9 Splicing a broken end ....................... 8 10 Relaying old boards ....................... 8 11 Surface treatment ....................... 9 12 Conclusion ....................... 9 13 References ....................... 9 14 Other advice ....................... 9 Cover image: Warmth and richness of a well-repaired old floor. Photo: Philip Hughes 2 SPAB Patching Old Floorboards 1 Introduction 3 Lifting This Technical Advice Note explains common reasons why floorboards deteriorate (section 2) floorboards and a range of methods by which they can be repaired (sections 4 to 9). It also discusses It is extremely easy to cause serious damage techniques for successfully lifting floorboards, to floorboards by attempting to lift them – where it is necessary to take them up, and offers particularly when the board is decayed. -
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. -
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. -
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. -
Idaho's Monarch Butterfly Connection by Beth Waterbury, Wildlife Biologist, Idaho Department of Fish and Game, Salmon Region
Vol. 39 No. 1 March 2017 Newsletter of the Idaho Native Plant Society Promoting Interest in Idaho’s Native Flora Idaho's Monarch Butterfly Connection By Beth Waterbury, Wildlife Biologist, Idaho Department of Fish and Game, Salmon Region Few species spark people's wonder and pas- little was known about milkweed and breeding sion like the monarch butterfly. With its fiery- monarch distribution in the West. This was cer- orange and black pattern and large wingspan, the tainly the case for Idaho, where as recently as monarch is among the most recognized insects in 2014, only a handful of monarch and milkweed North America. Its life cycle is a complex marvel records existed for the entire state. involving a lengthy migration completed relay- style by several generations in a single year. Dur- Federal grant helps to leverage monarch ing their summer wanderings, female monarchs work in Idaho and Washington lay their eggs on the leaves of milkweeds—the sole Through a grant from the U.S. Fish and Wild- food source for their striking yellow, white, and life Service, Idaho Department of Fish and Game black-striped caterpillars. Milkweeds are the es- (IDFG), Washington Department of Fish and sential links of the chain that connect monarch Wildlife (WDFW), and the Xerces Society for In- breeding populations across North America. vertebrate Conservation partnered on a multi- Monarch butterflies have made their mark on faceted project to address monarch and milkweed Idaho as the official state insect. Idaho is one of 11 data gaps in Idaho and Washington. Starting in western states that contribute to the western mon- 2016, partners worked to compile monarch and arch population. -
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. -
Woodworking Glossary, a Comprehensive List of Woodworking Terms and Their Definitions That Will Help You Understand More About Woodworking
Welcome to the Woodworking Glossary, a comprehensive list of woodworking terms and their definitions that will help you understand more about woodworking. Each word has a complete definition, and several have links to other pages that further explain the term. Enjoy. Woodworking Glossary A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z | #'s | A | A-Frame This is a common and strong building and construction shape where you place two side pieces in the orientation of the legs of a letter "A" shape, and then cross brace the middle. This is useful on project ends, and bases where strength is needed. Abrasive Abrasive is a term use to describe sandpaper typically. This is a material that grinds or abrades material, most commonly wood, to change the surface texture. Using Abrasive papers means using sandpaper in most cases, and you can use it on wood, or on a finish in between coats or for leveling. Absolute Humidity The absolute humidity of the air is a measurement of the amount of water that is in the air. This is without regard to the temperature, and is a measure of how much water vapor is being held in the surrounding air. Acetone Acetone is a solvent that you can use to clean parts, or remove grease. Acetone is useful for removing and cutting grease on a wooden bench top that has become contaminated with oil. Across the Grain When looking at the grain of a piece of wood, if you were to scratch the piece perpendicular to the direction of the grain, this would be an across the grain scratch.