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system build cuboid with wood 02 timber frame construction

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LECTURE HANDOUT 1.2<br />

SYSTEM<br />

BUILD CUBOID WITH WOOD <strong>02</strong><br />

TIMBER FRAME CONSTRUCTION


Rigid joint<br />

<strong>02</strong><br />

SYSTEM<br />

Build Cuboid With Wood <strong>02</strong><br />

Diagonal bracing<br />

Triangular joint<br />

Dense elements<br />

Stabilization Types<br />

TIMBER FRAME<br />

CONSTRUCTION<br />

Rigid Infill<br />

Stressed skin<br />

1<br />

Parallelogram transformation<br />

How to stabilize such a square Frame?<br />

Element Part Whole<br />

QUESTIONS FROM LAST<br />

?


ENVELOPE<br />

Expression From Skeleton and In-fill<br />

Can this be called as Log Construction?<br />

If not, what is the name of this <strong>system</strong>?<br />

TIMBER FRAME CONSTRUCTION<br />

This traditional method of <strong>build</strong>ing <strong>with</strong> <strong>timber</strong>,<br />

seldom used today, is based on a relatively small<br />

module <strong>with</strong> diagonal braces in the plane of the<br />

walls.<br />

The load-bearing and separating functions are<br />

united in the same plane <strong>with</strong>in the wall. Assembly<br />

of the individual pieces takes place on site storey<br />

by storey.<br />

The spacing between the vertical members<br />

depends on the load-bearing capacity of the<br />

<strong>timber</strong> sections, which prior to industrialization,<br />

were cut to size <strong>with</strong> simple means (saw, axes).<br />

Vertical loads are transferred directly via the<br />

contact faces between the various <strong>timber</strong><br />

members.<br />

2<br />

Interior<br />

CHARACTER<br />

TIMBER FRAME CONSTRUCTION<br />

Mortise and Tenon Joint Used for Connection<br />

The individual connections are not highly<br />

stressed and can be in the form of true <strong>wood</strong><br />

joints (e.g. tenons, lap joints).<br />

As the cross-sections of the members are not<br />

derived from a structural analysis, in older <strong>timber</strong><strong>frame</strong><br />

<strong>build</strong>ings they tend to be too large and<br />

hence uneconomic, or are an inevitable<br />

consequence of the usually considerable<br />

weakening of the cross-section at the joints.<br />

The infill panels of historical <strong>timber</strong>-<strong>frame</strong><br />

<strong>build</strong>ings are usually of cob, wattle and daub or<br />

clay bricks, <strong>with</strong> masonry and render in later<br />

<strong>build</strong>ings. Material being used as a filling between<br />

the exposed structural <strong>timber</strong>s.<br />

This <strong>system</strong> is also called as HALF-TIMBERED<br />

FRAMING.


MATERIAL<br />

Infill Material Options<br />

Cob <br />

Cob, cobb or clom is a <strong>build</strong>ing material consisting of clay, sand,<br />

straw, water, and earth, similar to adobe. Cob is fireproof, resistant<br />

to seismic activity, and inexpensive.<br />

Infill Material Options<br />

Clay brick <br />

Masonry and Render <br />

3<br />

This traditional method of <strong>build</strong>ing <strong>with</strong><br />

<strong>timber</strong> is based on a small module<br />

<strong>with</strong> diagonal braces in the plane of<br />

the walls. So raw materials <strong>with</strong> various<br />

length and diameter can be used<br />

properly.<br />

Infill Material Options<br />

Wattle and Daub, <br />

Wattle and daub is a composite <strong>build</strong>ing material used for making<br />

walls, in which a woven lattice of <strong>wood</strong>en strips called wattle is<br />

daubed <strong>with</strong> a sticky material usually made of some combination<br />

of wet soil, clay, sand, animal dung and straw.<br />

Wattle and daub has been used for at least 6000 years, and is still<br />

an important <strong>construction</strong> material in many parts of the world.<br />

CONNECTION


true <strong>wood</strong> joints<br />

Usually, Tenon does not fill mortise height.<br />

And tenon width is slightly less than mortise width.<br />

TERMINOLOGY AND CUT-AWAY VIEW JOINT<br />

4<br />

MORTICE AND TENON JOINT<br />

A joint where a rectangular cavity<br />

known as a MORTICE (b) is<br />

formed in a piece of <strong>timber</strong>, stone,<br />

or other material, to receive the<br />

reduced end of similar size or<br />

TENON (a) from another piece.<br />

The joint is often secured <strong>with</strong><br />

wedges, dowels or steel plates.<br />

<br />

Paring a trench outside<br />

the line<br />

Fix the tenon <strong>with</strong> a peg<br />

Top view of<br />

rail, shoulders<br />

under cut<br />

Making Process of Mortise and Tenon Joint<br />

End Variation<br />

Peg Variation<br />

Position Variation<br />

Sawing the<br />

tenon<br />

shoulder<br />

Boring the tenon peg hole<br />

closer to the tenon shoulder


Normally for beam and post connection<br />

Shouldered Mortise and Tenon Joint Angled Mortise and Tenon Joint<br />

Pegs indicating the positions of<br />

tenon joints of an arm chair<br />

making.<br />

5<br />

The mortise and tenon joint<br />

In furniture<br />

The mortise and tenon joint for<br />

connecting circular members at right<br />

angles requires the tenon member<br />

to have curved shoulders that fit<br />

onto the mortised member<br />

The mortise and tenon joint in Post and Beam Connection


6<br />

GEOMETRY<br />

An System illustration<br />

of a Typical Timber<br />

Frame Construction Timber Frame Used for multi-story <strong>build</strong>ing.


Timber Frame Used for free plan<br />

COMPONENT, JOINT<br />

AND CONSTRUCTION<br />

7<br />

Timber Frame Used For Bridge Construction.


EXPRESSION<br />

A Whole Volume:<br />

Similar color between skeleton and infill materials.<br />

9<br />

6<br />

3<br />

2<br />

Surface Pattern Emphasized:<br />

Different color between skeleton and infill materials.<br />

Difference - module <strong>with</strong> braces<br />

1<br />

4<br />

5<br />

1 Basic <strong>frame</strong> <strong>with</strong> true<br />

<strong>wood</strong> joint;<br />

2 Diagonal strut bracing at<br />

corner position prevents<br />

<strong>frame</strong> racking;<br />

3 A rigid-jointed <strong>frame</strong><br />

outline the opening, <strong>with</strong><br />

the aid of Triangle <strong>wood</strong><br />

pieces.<br />

4 Bottom strut linking the<br />

columns to form the<br />

completed <strong>frame</strong>.<br />

5 Interwoven rods placed<br />

(laths or twigs) as a<br />

reinforcement.<br />

6 Plastered <strong>with</strong> mud or<br />

clay, In-fill panel formed.


Difference - module <strong>with</strong> braces Difference - module <strong>with</strong> braces<br />

Difference - module <strong>with</strong> braces<br />

curvature<br />

number<br />

change<br />

Hybrid<br />

Difference - module <strong>with</strong> braces<br />

diagonal corner element infill skin<br />

10<br />

Scale Issue:<br />

Which <strong>build</strong>ing looks taller/bigger, left or right?<br />

TIMBER FRAMING IN MODERN TIME


The benefits of <strong>timber</strong> framing in modern time<br />

(for after-class reading)<br />

The use of <strong>timber</strong> framing in <strong>build</strong>ings may offer various aesthetic and<br />

structural benefits, as the <strong>timber</strong> <strong>frame</strong> lends itself to open plan<br />

designs and allows for complete enclosure in effective insulation for<br />

energy efficiency.<br />

One aid in speeding up assembly on site is pre-fitting the <strong>frame</strong>,<br />

usually in bent or wall sections that are laid out on the shop floor. This<br />

can assure a correct fit and <strong>with</strong> pre-drilling for the pegs it speeds the<br />

site process.<br />

Disadvantages (for after-class reading)<br />

Because the structure is made from <strong>wood</strong>, it inherits any<br />

disadvantages <strong>wood</strong> may exhibit as an engineering material. Some<br />

possible disadvantages include:<br />

The possibility of infestation by insects like termites, or by other pest<br />

animals such as rats.<br />

Various types of rot in both wet and dry conditions, the latter of which<br />

is specifically called dry rot.<br />

Modern Joint<br />

11<br />

The benefits of <strong>timber</strong> framing in modern time<br />

(for after-class reading)<br />

Quite literally in 2-3 days an average size <strong>timber</strong> <strong>frame</strong> home can be<br />

erected and <strong>with</strong>in a week to 2 weeks after that the shell of the house<br />

is ready for "drying in", which is to say ready for windows,<br />

mechanical, and roofing.<br />

(The shell in modern time would be <strong>with</strong> SIP or Structural Insulated<br />

Panels.)<br />

The <strong>timber</strong> <strong>frame</strong> can give the home owner the ability to make a<br />

creative statement through the use of design and specialty touches<br />

like carvings of favorite quotes and incorporating <strong>timber</strong>s from<br />

heirloom or ancient structures.<br />

Disadvantages (for after-class reading)<br />

Wood burns more readily than some other materials, making <strong>timber</strong><br />

<strong>frame</strong> <strong>build</strong>ings somewhat more susceptible to fire damage, although<br />

this idea is not universally accepted.<br />

(Since the cross-sectional dimensions of many structural members<br />

exceed 15 cm 15 cm (6" 6"), <strong>timber</strong> <strong>frame</strong> structures benefit from<br />

the unique properties of large <strong>timber</strong>s, which char on the outside<br />

forming an insulated layer that protects the rest of the beam from<br />

burning. )<br />

Many older <strong>timber</strong> <strong>frame</strong> <strong>build</strong>ings, especially those built before the<br />

1950’s, are more vulnerable to damage during an earthquake. Many<br />

design improvements were made in the latter half of the 20 th century<br />

that improve the earthquake resistance of this type of structure.<br />

Modern Application With<br />

Insulated In-fill Panels


QUESTION FOR NEXT<br />

12<br />

What are the differences between this image and image on the next page?<br />

THE END

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