+ All Categories
Home > Documents > 12. TIMBER - civil.emu.edu.trcivil.emu.edu.tr/courses/civl284/12 Timber.pdf · TIMBER SEASONING...

12. TIMBER - civil.emu.edu.trcivil.emu.edu.tr/courses/civl284/12 Timber.pdf · TIMBER SEASONING...

Date post: 14-Apr-2018
Category:
Upload: lamdat
View: 229 times
Download: 3 times
Share this document with a friend
34
12. TIMBER 34 11. Timber 1
Transcript

12. TIMBER

34 11. Timber 1

Introduction

– The principle characteristics of timber are:

• strength,

• durability

• finished appearance – All of these are derived from natural characteristics

present in the growing tree.

34 11. Timber 2

Strength

• Strength of timber is affected by;

– Density,

– moisture content,

– grain structure as well as by the various defects.

• The more dense the stronger it is.

• Density is an indication of strength.

• Dense timber has thicker cells walls (contribute to the strength of the timber).

34 11. Timber 3

Cell structure

34 11. Timber 4

Strength (cont-d)

• Strength decreases with increase of moisture content.

• Moisture: causes fungal growth or the attraction of insects.

• Grain structure and continuity are of significance in strength context.

• Any disruptions due to growth defects will induce a reduction in strength.

34 11. Timber 5

Stress Grading

• In order to design a timber structure properly, following properties of timber should be known: – Permissible bending stress

– Permissible shear stress

– Permissible compressive stress perpendicular to grain

– Permissible compressive stress parallel to the grain

– Modulus of elasticity (stress/strain)

34 11. Timber 6

Stress Grading (cont-d) • Grading of timber can be determined in two ways.

– Visual stress grading: • This take into account the size of defects, knots, slopes of

grains etc. • Can be carried out rapidly by experienced grader,

• weakness of the method: strength is completely disregarded.

– Mechanical stress grading: • The strength of timber can be directly obtained from the mechanical

stress grading.

• modulus of elasticity can be found out from bending test, by measuring deflection of a timber under a bending loading.

34 11. Timber 7

Moisture Content • The moisture content (MC) is quantity of moisture contained expressed

as a percentage of the dry weight. – MC(%) = 100 x (Weight of specimen–dry weight of specimen) / Dry weight of

specimen

• In green timber, moisture is contained within cells and the cell walls.

• The moisture may be removed from the cells without any effect other than a reduction in bulk density.

• Fiber Saturation Point: The condition when all the cells are empty but the cell walls are still saturated is referred to as the fibre saturated point, (between 23 and 27 percent moisture content).

• Any further reduction in moisture content results in shrinkage of timber.

34 11. Timber 8

T IMBER SEASONING (air & kiln)

Air Seasoning • The timber is stacked in open-sided sheds to promote drying without

artificial assistance.

• Layers are provided with air space by means of spacers or sticks.

• Quick drying softwoods may be stacked in spring or early summer.

advantages of air seasoning:

cheaper method with very little loss in quality of timber if done properly.

disadvantage of air seasoning:

both timber and space are immobilized for a long period.

34 11. Timber 9

Kiln Drying

• Method employs a heated, ventilated and humidified oven.

• Must be used to reduce the moisture content below 17 percent.

• The outer parts of the timber tend to shrink - splitting might occur.

• It is necessary to humidity the circulating air in order to control the rate of evaporation.

• Different species of timber withstand different initial kiln temperatures.

• Air circulating should be uniform over the face of the timber.

• velocity of the air through the pile should be sufficiently high to be consistent with economic operation.

34 11. Timber 10

The essentials of a kiln

• Heat; under proper control and sufficient to raise the temperature to the maximum required.

• Humidification; also under proper control and sufficient to meet all requirements.

• Air circulation; uniform and of sufficient velocity.

• Air interchange; exhaust some of the air from the system from time to time and replace it with fresh air from outside.

34 11. Timber 11

Class i f i ca t ion o f T rees

(so f twoods & Hardwoods) Softwoods:

• trees have needles rather than leaves

• needles stay green through the winter and remain on the tree for two or more years.

• They are cheaper than hardwoods.

Hardwoods:

• trees have broad leaves, which are normally shed in the fall.

• densest, strongest and most durable timber.

• Some hardwoods contain resins and/or oils, which interfere with the hardening of paints.

34 11. Timber 12

Manufacturing of Lumber

• In the sawmill logs may be quarter sawed or

slash sawed.

34 11. Timber 13

Manufacturing of Lumber (cont-d)

• The obtained lumbers will be preceded either as kiln drying or air-drying.

• To manufacture kiln-dried lumber: – logs are sawed into rough lumber, which is first kiln dried

and then surfaced (planed or dressed) to final finished size.

• Lumber to be air dried is sawed and dressed oversize while green (so that after drying it will be equivalent in size to lumber which has been surfaced dry).

34 11. Timber 14

Manufacturing of Lumber (cont-d)

Standard softwood lumber is classified according to;

– Species (fir (köknar), spruce pine, cedar(sedir)

– use,

– extent of manufacturing,

– size.

34 11. Timber 15

Manufacturing of Lumber (cont-d)

Softwood lumber is classified by use into three groups: 1. Yard lumber:

for use in ordinary construction or generally building purposes.

2. Structural lumber:

Lumber is at least 5 cm in nominal width and thickness, to be used where working stresses, are required.

3. Factory and shop lumber:

Preliminary for remanufacturing purposes

34 11. Timber 16

Softwood lumber is classified according to the manufacture as follows:

i) Rough lumber:

Lumber, which has not been dressed but has been sawed, edged and trimmed.

ii) Dressed (surfaced) lumber:

Lumber, which has been dressed by a planar in order to obtain a smooth surface and uniform of size.

34 11. Timber 17

iii) Worked lumber:

Matched lumber:

has a tongue on one edge and a matching groove on the opposite edge, to provide a close-fitting joint between two pieces.

Shaped lumber:

has been rebated on both edges of each pieces, so that two pieces will fit together with a close-lapped joint.

Pattern lumber:

has been shaped to a pattern or molded form, in addition to being dressed, matched or shiplaped or any combination of these.

34 11. Timber 18

Softwood lumber is classified according to size by nominal size

and by dressed size.

Nominal sizes include the following:

– Board:

• less than 5 cm in nominal thickness and 5 cm or more in nominal width.

– Dimension:

• from 5 cm to but not including 12.7 cm in nominal thickness and 5 cm or more in nominal width. Further classified as framing, studs, rafters, planks and joists.

– Timber:

• Lumber, which is 12.7 cm or more nominally in least dimension. Timber may be further classified as girder, stringers, beams, posts and purlins.

34 11. Timber 19

Hardwood Lumber

• Produced from trees, those that drop their leaves each year including – ash,

– beech,

– cherry,

– elm,

– magnolia,

– maple,

– bak,

– poplar,

– walnut.

• Produced in a variety of categories (boards, dimensions lumber, finishing lumber, and structural timbers) which are used for many purposes, such as;

– flooring, wall panelling, furniture, plywood etc.

34 11. Timber 20

Plywood

• Made by bonding together thin layers of wood-veneers-in pairs about a central core.

• The outside veneers are called the faces or backs;

the center layer, the core, and where more than three plies are used, those in between crossbands.

• Generally, the same species or species group is used throughout.

• The veneers are united under high pressure and temperature with a high strength glue to produce panels of various sizes and thickness.

34 11. Timber 21

Manufacturing of Plywood

• Selected logs are cut into 2.6 m or 3.2 m lengths, called blocks.

• Blocks are placed in a lathe and rotated at a constant surface speed against a long steel blade, which peels the veneer from the block in a continuous thin sheet.

• a veneer goes to a clipper, which cut the strip into various widths.

• The material is then dried to approximately 5% moisture content and graded into three grades (A, B, and C) based on the presence of defects, knots etc.

34 11. Timber 22

• The strips are then glued.

• The cross band veneers are coated with a water proof resin glue and laid at right angles to the adjacent sheets on either side.

• The veneer sandwiches then go to a hot press (200 psi at 1490C).

• When the glue is cured, panels are cut usually (120240) cm.

34 11. Timber 23

34 11. Timber 24

Air drying

34 11. Timber 25

34 11. Timber 26

Kiln Drying

34 11. Timber 27

Kiln Drying

34 11. Timber 28

Manufacturing of lumber Methods of cutting

34 11. Timber 29

34 11. Timber 30

Lumber

34 11. Timber 31

Plywood

34 11. Timber 32

Blockboard and Chipboard

34 11. Timber 33

OSB (Oriented Strand Board)

34 11. Timber 34

OSB


Recommended