Steel bridge on Hanshin Expressway (at floor-beam coped end)
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開始行:
*Steel bridge on Hanshin Expressway (at floor-beam coped end) [#kc174865]
**1.Field of application [#na470cb6]
>Steel bridge on Kobe-Nishinomiya line of Hanshin Expressway, Japan.&br;
**2.Circumstances of Repair [#u1acf3f3]
>Fatigue crack was found in the end floorbeam coped web in May 1988.
**3.Types of structure [#n3e6960e]
>The bridge is I-section girder bridge with three continuous spans ([[Fig.1>#fig1]]). The floorbeams were bolt connected to the connection stiffeners.&br;
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&br;
CENTER:&aname(fig1);&attachref(Hanko920.jpg);&br;
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CENTER:Fig.1 I-section girder bridge.&br;
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&br;
**4.Details of loading [#hf692e63]
>Fluctuating loads due to highway live load.
**5.Description of damage [#p959672f]
>Fatigue crack occurred in the coped web of the end floorbeam ([[Fig.2>#fig1]],[[3>#fig3]],[[4>#fig4]]). At the detection of the crack, the crack length reached to 530mm at the G5 location. The support of the G5 girder had subsided 7mm.&br;
&br;
&br;
>Cause of fatigue cracks was as follows:
-Vibration of the girders due to support subsidence.
&br;
&br;
CENTER:&aname(fig2);&attachref(Hanko921.jpg);&br;
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CENTER:Fig.2 Crack location.&br;
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&br;
CENTER:&aname(fig3);&attachref(Hanko922.jpg);&br;
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CENTER:Fig.3 Crack of the floorbeam coped end.&br;
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&br;
CENTER:&aname(fig4);&attachref(Hanko923.jpg);&br;
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CENTER:Fig.4 Zooming up of crack.&br;
&br;
&br;
**6.Repair method applied [#n907e46d]
>Firstly, repair of parts subjected to cracking was performed by stop hole, gouging and re-welding.
>Secondary, the cracked web was bolt spliced ([[Fig.5>#fig5]],[[6>#fig6]]).
>Beside, the original base mortar under the shoe of the G5 girder were replaced by the new non-shrink mortar after re-installing the shoe.&br;
&br;
&br;
CENTER:&aname(fig5);&attachref(Hanko924.jpg);&br;
&br;
CENTER:Fig.5 Repair method.&br;
&br;
&br;
CENTER:&aname(fig6);&attachref(Hanko925.jpg);&br;
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CENTER:Fig.6 Complete view.&br;
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終了行:
*Steel bridge on Hanshin Expressway (at floor-beam coped end) [#kc174865]
**1.Field of application [#na470cb6]
>Steel bridge on Kobe-Nishinomiya line of Hanshin Expressway, Japan.&br;
**2.Circumstances of Repair [#u1acf3f3]
>Fatigue crack was found in the end floorbeam coped web in May 1988.
**3.Types of structure [#n3e6960e]
>The bridge is I-section girder bridge with three continuous spans ([[Fig.1>#fig1]]). The floorbeams were bolt connected to the connection stiffeners.&br;
&br;
&br;
CENTER:&aname(fig1);&attachref(Hanko920.jpg);&br;
&br;
CENTER:Fig.1 I-section girder bridge.&br;
&br;
&br;
**4.Details of loading [#hf692e63]
>Fluctuating loads due to highway live load.
**5.Description of damage [#p959672f]
>Fatigue crack occurred in the coped web of the end floorbeam ([[Fig.2>#fig1]],[[3>#fig3]],[[4>#fig4]]). At the detection of the crack, the crack length reached to 530mm at the G5 location. The support of the G5 girder had subsided 7mm.&br;
&br;
&br;
>Cause of fatigue cracks was as follows:
-Vibration of the girders due to support subsidence.
&br;
&br;
CENTER:&aname(fig2);&attachref(Hanko921.jpg);&br;
&br;
CENTER:Fig.2 Crack location.&br;
&br;
&br;
CENTER:&aname(fig3);&attachref(Hanko922.jpg);&br;
&br;
CENTER:Fig.3 Crack of the floorbeam coped end.&br;
&br;
&br;
CENTER:&aname(fig4);&attachref(Hanko923.jpg);&br;
&br;
CENTER:Fig.4 Zooming up of crack.&br;
&br;
&br;
**6.Repair method applied [#n907e46d]
>Firstly, repair of parts subjected to cracking was performed by stop hole, gouging and re-welding.
>Secondary, the cracked web was bolt spliced ([[Fig.5>#fig5]],[[6>#fig6]]).
>Beside, the original base mortar under the shoe of the G5 girder were replaced by the new non-shrink mortar after re-installing the shoe.&br;
&br;
&br;
CENTER:&aname(fig5);&attachref(Hanko924.jpg);&br;
&br;
CENTER:Fig.5 Repair method.&br;
&br;
&br;
CENTER:&aname(fig6);&attachref(Hanko925.jpg);&br;
&br;
CENTER:Fig.6 Complete view.&br;
&br;
&br;
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