Engineered wood

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Very large self-supporting wooden roof. Built for the world fair in the year 2000, Hanover, Germany.
75 Unit Apartment building, made largely of wood, in Mission, British Columbia.

Engineered wood, also called composite wood, man-made wood, or manufactured board; includes a range of derivative wood products which are manufactured by binding or fixing the strands, particles, fibers, or veneers or boards of wood, together with adhesives, or other methods of fixation[1] to form composite materials. These products are engineered to precise design specifications which are tested to meet national or international standards. Engineered wood products are used in a variety of applications, from home construction to commercial buildings to industrial products.[2] The products can be used for joists and beams that replace steel in many building projects.[3]

Typically, engineered wood products are made from the same hardwoods and softwoods used to manufacture lumber. Sawmill scraps and other wood waste can be used for engineered wood composed of wood particles or fibers, but whole logs are usually used for veneers, such as plywood, MDF or particle board. Some engineered wood products, like oriented strand board (OSB), can use trees from the poplar family, a common but non-structural species.[4]

Alternatively, it is also possible to manufacture similar engineered bamboo from bamboo; and similar engineered cellulosic products from other lignin-containing materials such as rye straw, wheat straw, rice straw, hemp stalks, kenaf stalks, or sugar cane residue, in which case they contain no actual wood but rather vegetable fibers.

Flat pack furniture is typically made out of man-made wood due to its low manufacturing costs and its low weight, making it easy to transport.

Types of products[edit]

  • Plywood, wood structural panel, is sometimes called the original engineered wood product.[5] Plywood is manufactured from sheets of cross-laminated veneer and bonded under heat and pressure with durable, moisture-resistant adhesives. By alternating the grain direction of the veneers from layer to layer, or “cross-orienting”, panel strength and stiffness in both directions are maximized. Other structural wood panels include oriented strand board and structural composite panels.[6]
  • Oriented strand board (OSB) is a wood structural panel manufactured from rectangular-shaped strands of wood that are oriented lengthwise and then arranged in layers, laid up into mats, and bonded together with moisture-resistant, heat-cured adhesives. The individual layers are cross-oriented to provide strength and stiffness to the panel. Produced in huge, continuous mats, OSB is a solid panel product of consistent quality with no laps, gaps or voids.[7]
  • Glued laminated timber (glulam) is composed of several layers of dimensional timber glued together with moisture-resistant adhesives, creating a large, strong, structural member that can be used as vertical columns or horizontal beams. Glulam can also be produced in curved shapes, offering extensive design flexibility.
  • Laminated veneer lumber (LVL) is produced by bonding thin wood veneers together in a large billet. The grain of all veneers in the LVL billet is parallel to the long direction. The resulting product features enhanced mechanical properties and dimensional stability that offer a broader range in product width, depth and length than conventional lumber. LVL is a member of the structural composite lumber (SCL) family of engineered wood products that are commonly used in the same structural applications as conventional sawn lumber and timber, including rafters, headers, beams, joists, rim boards, studs and columns.[8]
  • Cross-Laminated Timber (CLT) is a versatile multi-layered panel made of lumber. Each layer of boards is placed cross-wise to adjacent layers for increased rigidity and strength. CLT can be used for long spans and all assemblies, e.g. floors, walls or roofs.[9] CLT has the advantage of faster construction times as the panels are manufactured and finished off site and supplied ready to fit and screw together as a flat pack assembly project.[10]
  • Parallel strand lumber (PSL) consists of long veneer strands laid in parallel formation and bonded together with an adhesive to form the finished structural section. A strong, consistent material, it has a high load carrying ability and is resistant to seasoning stresses so it is well suited for use as beams and columns for post and beam construction, and for beams, headers, and lintels for light framing construction.[6] PSL is a member of the structural composite lumber (SCL) family of engineered wood products.[11]
  • Laminated strand lumber (LSL) and oriented strand lumber (OSL) are manufactured from flaked wood strands that have a high length-to-thickness ratio. Combined with an adhesive, the strands are oriented and formed into a large mat or billet and pressed. LSL and OSL offer good fastener-holding strength and mechanical connector performance and are commonly used in a variety of applications, such as beams, headers, studs, rim boards, and millwork components. These products are members of the structural composite lumber (SCL) family of engineered wood products.[8] LSL is manufactured from relatively short strands—typically about 1 foot long—compared to the 2 foot to 8 foot long strands used in PSL.[12]
  • Finger-jointed lumber is made up of short pieces of wood combined to form longer lengths and is used in doorjambs, mouldings and studs. It is also produced in long lengths and wide dimensions for floors.
  • I-joists and wood I-beams are "I"-shaped structural members designed for use in floor and roof construction. An I-joist consists of top and bottom flanges of various widths united with webs of various depths. The flanges resist common bending stresses, and the web provides shear performance.[13] I-joists are designed to carry heavy loads over long distances while using less lumber than a dimensional solid wood joist of a size necessary to do the same task [1]. As of 2005, approximately half of all wood light framed floors were framed using I-joists [2].
  • Roof trusses and floor trusses are structural frames relying on a triangular arrangement of webs and chords to transfer loads to reaction points. For a given load, long wood trusses built from smaller pieces of lumber require less raw material and make it easier for AC contractors, plumbers, and electricians to do their work, compared to the long 2x10s and 2x12s traditionally used as rafters and floor joists.[12]

Engineered wood products are used in a variety of ways, often in applications similar to solid wood products. Engineered wood products may be preferred over solid wood in some applications due to certain comparative advantages:

  • Because engineered wood is man-made, it can be designed to meet application-specific performance requirements.
  • Engineered wood products are versatile and available in a wide variety of thicknesses, sizes, grades, and exposure durability classifications, making the products ideal for use in unlimited construction, industrial and home project application.[14]
  • Engineered wood products are designed and manufactured to maximize the natural strength and stiffness characteristics of wood. The products are very stable and some offer greater structural strength than typical wood building materials.[15] Eight-storey Stadthaus, an apartment complex in London, England, was made with cross-laminated timber panels and is the tallest habitable timber building in the world.[16]
  • Glued laminated timber (glulam) has greater strength and stiffness than comparable dimensional lumber and, pound for pound, is stronger than steel.[2] Glulam products are also a better environmental choice than steel because they have less embodied energy.[17][17]
  • Some engineered wood products offer more design options without sacrificing structural requirements.[18]
  • Engineered wood panels are easy to work with using ordinary tools and basic skills. They can be cut, drilled, routed, jointed, glued, and fastened. Plywood can be bent to form curved surfaces without loss of strength. And large panel size speeds construction by reducing the number of pieces to be handled and installed.[14]
  • Engineered wood products provide the natural warmth and beauty of wood. Many products are available in a variety of surface textures and treatments for nearly every aesthetic taste, from rustic to elegant. The products can be easily and beautifully finished with paints, stains, and varnishes.[14]
  • Engineered wood products make more efficient use of wood. They can be made from small pieces of wood, wood that has defects or underutilized species.[19]
  • Wooden trusses are competitive in many roof and floor applications, and their high strength-to-weight ratios permit long spans offering flexibility in floor layouts.[20]
  • Sustainable design advocates recommend using engineered wood, which can be produced from relatively small trees, rather than large pieces of solid dimensional lumber, which requires cutting a large tree.[12]

Engineered wood products also have some disadvantages:

  • Some products may burn more quickly than solid lumber.
  • They require more primary energy for their manufacture than solid lumber.
  • The adhesives used in some products may be toxic. A concern with some resins is the release of formaldehyde in the finished product, often seen with urea-formaldehyde bonded products.
  • Cutting and otherwise working with some products can expose workers to toxic compounds.
  • Some engineered wood products, such as those specified for interior use, may be weaker and more prone to humidity-induced warping than equivalent solid woods. Most particle and fiber-based boards are not appropriate for outdoor use because they readily soak up water.

Plywood and OSB typically have a density of 35 to 40 pounds per cubic foot (550 to 650 kg per cubic meter). For example, 3/8" plywood sheathing or OSB sheathing typically has a weight of 1.0 to 1.2 pounds per square foot.[21]

Adhesives[edit]

The types of adhesives used in engineered wood include:

Urea-formaldehyde resins (UF)
most common, cheapest, and not waterproof.
Phenol-formaldehyde resins (PF)
yellow/brown, and commonly used for exterior exposure products.
Melamine-formaldehyde resin (MF)
white, heat and water resistant, and often used in exposed surfaces in more costly designs.
Methylene diphenyl diisocyanate (MDI) or polyurethane (PU) resins
expensive, generally waterproof, and does not contain formaldehyde.

A more inclusive term is structural composites. For example, fiber cement siding is made of cement and wood fiber, while cement board is a low density cement panel, often with added resin, faced with fiberglass mesh.

Other fixations[edit]

Some engineered products such as CLT Cross Laminated Timber can be assembled without the use of adhesives using mechanical fixing. These can range from profiled interlocking jointed boards,[22][23] proprietary metal fixings,[24] nails or timber dowels[25] (Brettstapel - single layer or CLT[26][27]).

Standards[edit]

The following standards are related to engineered wood products:

  • EN 300 - Oriented Strand Boards (OSB) — Definitions, classification and specifications
  • EN 309 - Particleboards — Definition and classification
  • EN 338 - Structural timber - Strength classes
  • EN 386 - Glued laminated timber — performance requirements and minimum production requirements
  • EN 313-1 - Plywood — Classification and terminology Part 1: Classification
  • EN 313-2 - Plywood — Classification and terminology Part 2: Terminology
  • EN 314-1 - Plywood — Bonding quality — Part 1: Test methods
  • EN 314-2 - Plywood — Bonding quality — Part 2: Requirements
  • EN 315 - Plywood — Tolerances for dimensions
  • EN 387 - Glued laminated timber — large finger joints - performance requirements and minimum production requirements
  • EN 390 - Glued laminated timber — sizes - permissible deviations
  • EN 391 - Glued laminated timber — shear test of glue lines
  • EN 392 - Glued laminated timber — Shear test of glue lines
  • EN 408 - Timber structures — Structural timber and glued laminated timber — Determination of some physical and mechanical properties
  • EN 622-1 - Fibreboards — Specifications — Part 1: General requirements
  • EN 622-2 - Fibreboards — Specifications — Part 2: Requirements for hardboards
  • EN 622-3 - Fibreboards — Specifications — Part 3: Requirements for medium boards
  • EN 622-4 - Fibreboards — Specifications — Part 4: Requirements for softboards
  • EN 622-5 - Fibreboards — Specifications — Part 5: Requirements for dry process boards (MDF)
  • EN 1193 - Timber structures — Structural timber and glued laminated timber - Determination of shear strength and mechanical properties perpendicular to the grain
  • EN 1194 - Timber structures — Glued laminated timber - Strength classes and determination of characteristic values
  • EN 1995-1-1 - Eurocode 5: Design of timber structures — Part 1-1: General — Common rules and rules for buildings
  • EN 12369-1 - Wood-based panels — Characteristic values for structural design — Part 1: OSB, particleboards and fibreboards
  • EN 12369-2 - Wood-based panels — Characteristic values for structural design — Part 2: Plywood
  • EN 12369-3 - Wood-based panels — Characteristic values for structural design — Part 3: Solid wood panels
  • EN 14080 - Timber structures — Glued laminated timber — Requirements
  • EN 14081-1 - Timber structures - Strength graded structural timber with rectangular cross section - Part 1: General requirements

References[edit]

  1. ^ http://www.dataholz.com/cgi-bin/WebObjects/dataholz.woa/wa/baustoff?baustoff=Brettsperrholz&language=en
  2. ^ a b A Guide To Engineered Wood Products, Form C800. Apawood.org. Retrieved on 2012-02-10.
  3. ^ Naturally:wood Engineered wood. Naturallywood.com. Retrieved on 2012-02-10.
  4. ^ Canadian Wood Council OSB
  5. ^ "Milestones in the History of Plywood", APA – The Engineered Wood Association. Accessed October 22, 2007.
  6. ^ a b APA A glossary of Engineered Wood Terms. Apawood.org. Retrieved on 2012-02-10.
  7. ^ Oriented Strand Board Product Guide, Form W410. Apawood.org. Retrieved on 2012-02-10.
  8. ^ a b APA – The Engineered Wood Association. Apawood.org. Retrieved on 2012-02-10.
  9. ^ FPInnovations Cross-Laminated Timber: A Primer. (PDF) . Retrieved on 2012-02-10.
  10. ^ [1]
  11. ^ APA Structural Composite Lumber: A Practical Alternative. Apawood.org. Retrieved on 2012-02-10.
  12. ^ a b c Mary McLeod et al. "Guide to the single-family home rating". Austin Energy Green Building. p. 31-32.
  13. ^ APA – The Engineered Wood Association. Apawood.org. Retrieved on 2012-02-10.
  14. ^ a b c Wood University. Wood University. Retrieved on 2012-02-10.
  15. ^ Naturally:wood engineered wood. Naturallywood.com. Retrieved on 2012-02-10.
  16. ^ Stradthaus, London, England
  17. ^ a b FPInnovations A Synthesis of Research on Wood Products and Greenhouse Gas Impacts \P. 61. (PDF) . Retrieved on 2012-02-10.
  18. ^ Canadian Wood Council Glulam
  19. ^ APA Engineered Wood and the Environment: Facts and Figures. Apawood.org. Retrieved on 2012-02-10.
  20. ^ Naturally:wood Engineered wood. Naturallywood.com. Retrieved on 2012-02-10.
  21. ^ "Weights of building materials -- pounds per square foot (PSF)". Boise Cascade: Engineered wood products. 2009.
  22. ^ http://www.treehugger.com/sustainable-product-design/interlocking-cross-laminated-timber-could-use-square-miles-beetle-killed-lumber.html
  23. ^ http://www.soligno.com/de/wandelemente-aus-holz/40-0.html
  24. ^ http://www.massivholzmauer.de/en/was_die_mhm_alles_kann.html
  25. ^ Brettstapel
  26. ^ http://www.rombach-holzhaus.com/pics/file/Rombach-Folder%20belgisch.pdf
  27. ^ http://www.holzhaus-100.de/das_system/das_patent.php

External links[edit]