Ikitsuki Bridge

1.Field of application

Ikituki Br. in Nagasaki, Japan.

2.Circumstances of Repair

Fatigue crack was found at the panel point of the diagonal member in Dec.2009 after 19 years of service.

3.Types of structure

The outline of the bridge structure is as follows.

Photograph of Ikitsuki Br. is shown in Fig.1.

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Fig.1 Ikitusuki Br.

4.Details of loading

Fluctuating loads due to wind load.

5.Description of damage

The fatigue crack was found by the visual inspection.The crack location and detail are shown in Fig.2,Fig.3.

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Fig.2 Crack location.

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Fig.3 Crack detail.

Cause of fatigue cracks was as follows:

6.Repair method applied

Firstly,stop-holes(φ=20mm)were drilled at the crack tips(Fig.4).

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Fig.4 Stop hole.

Secondaty,bolted splice plates was installed on the web plat of the diagonal member(Fig.5).

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Fig.5 Bolted splice plates.

Finaly,steel bars were tightened to moderate stresses(Fig.6).

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Fig.6 Moderate stresses by tightened steel bar.

The original diagonal member was replaced with new one in May 2010. (Fig.7).

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Fig.7 Completion view.

Reference

Kaneko Tetsuya,A study on the Retrofits of Ikitsuki Bridge,Kyushu Gihou,vol.48,2011.01(In Japanese)


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