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Proceedings e report - Firenze University Press

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WOODEN LOAD BEARING STRUCTURAL ELEMENTS OF KULA TRADITIONAL HOUSES<br />

3.2. Deformation factors of Zabunlar and Göldeliler house<br />

Deformation factors of the timber framed constructions are mostly the living organisms and rainwater<br />

containing the surfaces. Water serves a variety of functions in the decay process. It is a reactant, a<br />

swelling agent and a medium for diffusion of both degradative enzymes and wood degradation<br />

products. Most organisms that degrade wood require moisture content. The primary durability hazard<br />

with wood is biodeterioration. Wood in buildings is a potential food source for variety of fungi and<br />

insects. Timber frame structures that are commonly used in Kula region has less moisture content due<br />

to both the weather conditions of the settlement and the type of the wood that is found in the region.<br />

The organisms that degrade Zabunlar and Göldeliler Houses are found only as “worms”.wood boring<br />

beetles Due to the moisture levels being low, an occurant type of fungal organisms had not been found<br />

attacking the pine wood structural elements used in the houses.<br />

The rainwater is removed from the structure easily by the help of long eaves surrounding the<br />

buildings. These eaves are 80-100 cm long timber elements. Rain penetration control is sustained by<br />

these long eaves, minimizing the amount of water containing the building surfaces. .<br />

When both buildings are observed structurally, it can be seen that Zabunlar House had corner cracking<br />

especially at openings, wall deformation, deformation of walls along the wooden beams and<br />

separation of walls from the beams, roof separation from wall, partial collapse in the structural system.<br />

Göldeliler House has beter structural conditions, less structural deformations than Zabunlar House.<br />

4. Conclusion -renovation works of the cases<br />

These two houses dated to same period and constructed about mid 19 th century. The timber structures<br />

were about 200 years old. The deteriorations that happened within the wood structure were caused<br />

mainly of wood boring beetles Now that the territory had no humidity problems, the pine structural<br />

elements did not suffer from Fungi attacks. Now that the territory was not situated within a seismic<br />

zone, the wooden structure did not suffer from the tensional earthquake stress as well.<br />

The habitants of Zabunlar House left the building earlier than Göldeliler House, so periodically<br />

renovations can not be applied to the building as it happened in Göldeliler House. As a matter of fact;<br />

firstly some structural deformations started to occur on the roof structure of Zabunlar House, by the<br />

help of the water coming from the top the building these deformations installed within the timber<br />

frame structure elements and masonry wall with mortar. The corners of the structure cracked<br />

especially from the openings, the masonry wall separated from the wooden structure, the building<br />

partially collapsed. In this case in order to stabilize the masonry building and the timber structure, the<br />

timber structure was all taken, and replaced with the new timber elements, and tied to the masonry<br />

which is conserved in situ. The restoration process of Zabunlar House is done with reconstruction<br />

technique. The north façade of the building-the load bearing masonry wall is protected because it<br />

needed no interventions, but the whole timber structure (pine joists, studs, secondary beam elements<br />

etc.) is displaced with new pine elements.<br />

Göldeliler House is in better condition, the structure is well-preserved. The roof is partially damaged,<br />

so the roof elements are replaced with the news, so little amount of them preserved in situ. The first<br />

and the second floor slab elements are in good condition as well, there is no fungal or wood boring<br />

beetlesttacks either but a high rate of deflection is obtained in the slabs, so in order to fix it, all the<br />

slabs were removed and replaced with new pine elements. The other structural elements studs, joists,<br />

beams etc. are mostly preserved in situ and the ones which have deformations, and biodeteriotions are<br />

replaced.<br />

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