Building Material – SEASONING OF TIMBER

The process of drying timer(removing moisture or sap, Present in a freshly felled tree, under more or less controlled conditions timber is called Seasoning of Timber.

Seasoning is the first step in the efficient utilization of timber.Tree contain a large quantity of moisture roughly From 100% to 200%, based on dry weight of wood.A well seasoned piece  of wood may contain about 10% to 12 %  moisture.

Purpose Of Seasoning of Timber :

To minimize the tendency to shrink, warp & split. To reduce the weight for transport purposes , Handling and thereby reduction in cost. To increase strength, durability and electrical resistance. To improve the wood working qualities in timber including gluing, Painting and polishing. To make it capable to a  certain degree for protection from attack by insects and fungus.To make it fit for effective preservation treatment, otherwise the protective coat will close the outside pores and induce decay on the timber member.

Classification of Seasoning of Timber :

A)Prevention of drying of log:

The drying of the log should be induced by storing Them under water , which is incorrectly known as water seasoning.

b) End coating for preventing Splitting in Wood :

This can be prevented or minimized by coating the ends of logs and thick sections of all timbers with some kind of moisture proof substance , upto a distance of 80mm from the ends.

Some of the effective composition for end coating are given below :

1)Thick coat tar or bituminous paint.

2)Rousin and Lamp Black melted, mixed & applied hot.

3)Hardened Gloss Oil.

4) Paraffin Wax.

5) Molasses and lime (3:1).

Methods of Seasoning of Timber :

1)Air Reasoning or Natural Seasoning :

Provide free circulation of air so as to allow moisture to evaporate.This method consists in stacking the sawn timber in a dry place, should be made 300 to 450mm above ground level.

Long beam of strong timber, having cross section 100x 100mm, should be placed above the floor to serve as frame work for the stacking of timber.Air Seasoning is a slow process. Time Period depend Upon the size & type of timber, and season variations of climate.

a)Railway Sleepers :

The one and nine method is suitable for moderately heavy timber. The close crib method gives slower seasoning as it reduces the air circulation.This is recommended for stacking sleepers of refractory timber hot & dry localities. Containing about 100 sleepers

but center to center distance of crossers shall not exceed 1.5m.

B) Poles :

Poles should be stacked either in closed heaps or with  crossers.The center to center distance of crossers should not exceed 3m.

“Open Crip Method “ in which case, the alternative layers of poles are at right angle to each other ,leaving a space more than 8cm between adjacent pole in the layer.

The convenient height is kept 3m. The center to center distance is kept 1.5m.

C) Bamboos :

These should be stacked in close heaps on foundation to any convenient height.

D) Scantlings and Squares:

Stacked should be Crossers 50mm x40mm in cross section, which are kept 2.5 to 3m apart.The height of stack may be kept upto 3m.

E) Planks :

Stacking of planks should be thickness And cross section 40x25mm for planks upto 50mm Thickness. The center to center distance of crossers in each layer should be 60cm for planks upto 50mm thickness.

Advantage :

1)Simple & Economical method. ● 2)It does not require much skill and attention in the process of seasoning.

3)Slow Process, the chance of seasoning defects in the timber are comparatively less.

Disadvantage :

1)Slow Process.

2)Large Space required for stacking timber.

3)More Capital investment is required which is otherwise blocked till the seasoning is complete.

4)The moisture contents cannot be reduced less than 15 to 18%. So timber ,seasoned by this method cannot used on certain jobs for which the moisture contents required is less.

5) The timber can easily attacked by insects and fungi due to long period of seasoning even under favorable conditions.

Klin or Artificial Seasoning :

Seasoning of timber in a Klin. It is a quick method of seasoning. The moisture

content by this method can be reduced to the extent of 8 to 12 % and timber can be used in a short time and according to the climate conditions of the locality.

Construction of klin :

It is usually a masonry chamber equipped with arrangement for heating , humidifying and circulating air in the klin.

Construction of klin :

Steam is generally used for heating & humidifying the air in modern klins through furnace gases are also used for supplying  heat.It is also provided with propeller fans inside the chamber for rapid circulations of air.

Kiln seasoning

Method :

The stack of timber is made as for air seasoning and the trolley containing stacked wood is driven inside kiln and the doors are closed tightly .

A boiler for heating and power for driving the fans are also used steam is injected through the steam Pipes in the chamber while the heating pipes are kept At low temperature.Full Humidity is maintained by the steam and evaporation from the surface of the timber members is prevented in spite of the heat which gradually reaches inside the timber members.

This process is also known as desiccating.

Proper circulation of hot air is maintained by driving the fans.

Started at a comparatively low temperature & higher Humidity. Conditions Gradually when temperature of air inside the kiln is fairly high and humidity is low or reduced.

Special instrument such as moisture meter etc. are used for testing some pieces of wood periodically to check the per moisture content.The period of kiln seasoning is also variable Accordingly To thickness and species of timber (4 to30days for 25mm thick planks).

Advantage :

1)Shortest time under controlled process. ● 2)The wood can be used immediately as and when required.

3)It renders the timber less liable to shrinkage.

4) It renders the timber les liable to be attacked by insects and fungi.

5) Moisture content reduce as per requirement.

Disadvantage :

1)It is a costlier method through space required is less.

2) Skilled labour is required.

3)Being a quick process of drying, a continuous Attention and watch is required, otherwise the Timber Is liable to seasoning defects such as end splits, Surface cracks, warping , internal cracks etc.

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BUILDING MATERIAL – Timber Structure , Sawing Types , Common Market Form & Size – Part 2

Structure of Timber :

1)Pith : Inner most part having soft tissues near about the center of log of a timber.

2) Heart Wood : Inner Part of Log of a tree surrounding the pith is called Heart.

3) Sap Wood : Outer Part of log of a tree surrounding heard wood & upto the bark which contains living cells Is called Sapwood.

4) Cambium Layer : Layer of liquid material deposited below the bark & outside the sap wood in the log called Cambium Layer.

STRUCTURE OF TIMBER Structure

5) Inner Bark or Bast : The inner skin surrounding The Cambium Layer. This skin feed & covers the Cambium Layer.

6) Outer bark : The covering outside the log of a tree.

7) Annual Ring : Concentric innumerable rings in the log of a timber,Indicating its growth are called Annual Rings.

8) Medullary Rays : Horizontal thin fibrous tissues which extended radially from the cambium layer towards the core or from the pith towards the bark.

Types / Sawing of Timber :

Ordinary or Slab Sawing
Tangential Sawing
  1. Ordinary or Slab Sawing : Most economical method As the wastage of timer & cost of sawing minimum.Cuts are made into the log of wood according to the required thickness, not necessarily tangential to the annual rings.
  2. Tangential Sawing : The board & planks are sawn out of wood tangentially to the annual rings. Economical due to less wastage &involves less Labor do not suit for heavy works as for flooring.
  3. Quarter Sawing : Log cut into four quarters. These quarters have their flat faces essentially radial.Cuttings the annual rings at angles not less than 45Degree. It requires more labour & involve more Wastage.
  4. Radial or Rift Sawing : Log cut out of quarter logs Parallel to the medullary rays & perpendicular to the annual rings. Uneconomical method. It produces timer with end grains which are sometimes known as “Silver Grains” by sawing parallel to the medullary rays.Used for High Class decoration & joinery work.
  5. Combination Sawing : Log is converted by the Combination of two or three methods.Advantages of Ordinary & Radial Sawing.

Common Markets Forms & Sizes of Timber :

A) Log : Stem or trunk of a tree which is felled.

Log of Timber

B) Baulk : A piece of sawn timber, cross sectional Dimension of 50mm in one direction & 200mm in other.

C) Bole : The main stem of a tree

D) Bolt : A Short log 1.25m or less in length.

E) Billet : Short length of a thin stem or branch wood.

F) Batten : Piece of sawn timber, the cross sectional dimension of which dn’t exceed 50mm.

Batten of Timber

G) Plank : Thickness not exceeding 50mm & width exceeding 50mm.

h) Board : A thin plank under 50mm thick & 100mm More Width.

I) Cant : A thick piece of timber with or without squared edges.

J) Deal : A sawn piece of wood which is 50-100mm thick & 200-250mm wide.

K) Deal Wood : Light timber used for packing cases,crates.

L) Hewn timber : Timber converted to size by an axe and the end.

Hewn of Timber

M) Pole : A long, soild, straight trunk of a tree 100 To 300mm in dia.at breast height & gradually to the top, Of a diameter of 100mm or more.

N) Post : Timber member used in upright position in Building fencing or structural work is called a post.

Timber as a Railway Sleepers

O) Scantling : Sawn Piece , dimensions of which Exceed 50mm in both the direction bt dn’t exceed 200mm In length.

P) Slat : Wood about 185mm x 65mmx 6mm in size.

Q) Sleeper : Transverse supports under rails in a Railway track. 250mmx125mm or 200x115mm.

R) Strip : under50mm thick & less than 100mm wide.

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BUILDING MATERIAL – Timber Types & Classification

Timber derived from Timberian which mean to build.The wood used for building or other engineering purpose is called timber.

It is a first construction material used by a man since pre-historic ages.

Timer is a natural material. Trees provide shelter from sun and the rain.

Tree: Maple Tree

Trees conserves soil moisture. It precipitate rainfall & lower temperature .A single Tree can cool the summer heat better than 20 Air conditioners.

It prevents depletion of the ozone layer of the atmosphere. It prevents soil erosion.

Trees produces oxygen and purifies the air.

Timber :

Timber

Timber obtained from trunk of a tree. There are many varieties of timber available all over the world.

Advantages :

Timber is strong than any other material. Timber can be easily worked to any size & shape. It can be jointed to required form.

Timber can used for furniture & decoration fittings. Structural connections can be easily made in timber. Timer are light in weight, quite durable.

Its resale value is good. Its non conductors of heat & sound.

Timber uses in construction

Classifications of Timber :

1)Exogenous Trees

2)Endogenous Trees

Exogenous Tress :

Trees which grow outwards and increase in bulk by the formation of successive annual rings are known as exogenous trees.

Exogenous Trees Structure

Timber which is used for building engineering works,Is Mostly obtained from exogenous trees. Examples : Deodar, Kail, Sal, Teak, Shishum, Chir etc .

Exogenous trees are further divided into following two types:-

1)Conifers or Evergreen Trees

2)Deciduous or Broad – Leaf Trees

Conifers or Evergreen Trees : Soft Wood

Trees which remain evergreen & bear fruits.These trees usually yield soft wood & show distinct annual rings. They are light in color & weight.

They can easily split & are resinous. They are comparatively weak in strength. Example :Pine, Deodar, kail, Chir,walnut etc

Deodar – Conifers Tree

Deciduous or Broad Leaf Trees : Hard Wood

Trees which shed their leaves in the autumn &put on new leaves in the spring season are known as deciduous or broad leaf trees.

These trees usually yield hard wood & dark in color, Hard, close grained and strong.They are useful for important engineering works. Example :Sal, Teak, Shishum, Babul, Ash, Mahogany etc.

Deciduous or Broad Leaf Trees

Endogenous Trees :

Endogenous trees which grow end wards in a longitudinal fibrous mass are known as endogenous trees.

These trees are too flexible & aren’t suitable for engineering works.Example : Canes, Bamboos , palms etc

Endogenous Trees Structure

Comparison Between Hard Wood & Soft Wood

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