East Japan Railway Company
March 6, 2012
In light of past seismic events such as the Great Hanshin Earthquake (January 1995), Sanriku-Minami Earthquake (May 2003) and Niigata Chuetsu Earthquake (October 2004), JR East has been seismically reinforcing its rigid frame viaduct columns, bridge piers, tunnels, station buildings, etc., taking measures to prevent derailing, and installing more seismometers.
In part because of such measures, JR East experienced no major damage to viaducts, tunnels and other structures during the Great East Japan Earthquake of March 11 last year.
We continue to take initiatives such as seismically reinforcing viaduct columns (a secondary seismic reinforcement measure that represents an expansion in scope since FY2009), but we are now taking the earthquake countermeasures described below in addition.
1. | As seismic reinforcement measures against an anticipated earthquake directly beneath the Tokyo metropolitan area, we are taking further measures such as reinforcing embankments and moving up our schedule for seismic reinforcement of viaduct columns. | |
2. | In light of the Great East Japan Earthquake, we are moving up our schedule for seismic reinforcement of viaduct columns and expanding the scope of this measure. | |
3. | We are stepping up our seismic observation system by installing more seismometers, among other measures. |
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See Attachment 1 for a map showing the boundaries of the south Kanto area, Sendai, etc. area and other areas. | |||
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Attachment 1 [PDF/318KB] |
(1) |
Structures subject to reinforcement |
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Viaduct columns used by shops, etc. beneath elevated track |
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(Data highlighted with |
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Embankments, cutouts and bridges on nine line sections, including Yamanote and Chuo Lines (about 220 km) |
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Embankments and cutouts (survey and design) |
About 8 km |
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Unreinforced concrete, stacked brick or stone bridge piers |
About 60 |
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Steel girders |
About 120 bridges |
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Station/platform ceilings (Tokyo Station Shinkansen platforms, etc.) |
About 10 places |
(2) |
Construction cost: |
About 52 billion yen (in the case of embankments and cuts, includes survey and design costs only) |
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For Shinkansen lines, our aim is to be done in three years, while for conventional lines the schedule is undecided, but we aim to finish as early as possible. |
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(3) |
Other: |
In addition to the above, we will hereafter be drafting and implementing plans for brick arch viaduct seismic reinforcement measures, station/platform ceiling and wall collapse prevention measures, electrical pole collapse prevention measures and more. |
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(1) |
Seismic reinforcement of viaduct columns and bridge piers |
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(Data highlighted with |
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(2) |
Construction cost: |
About 43 billion yen |
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(3) |
Other: |
We will hereafter be drafting and implementing plans for station/platform ceiling and wall collapse prevention measures, electrical pole collapse prevention measures and more. |
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For details, please refer to the following attachment. | |||
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Attachment 2 [PDF/346KB] |
On Shinkansen lines, the Shinkansen early earthquake detection system was implemented in FY1998, and since then we have been increasing the number of trackside seismometers, among other measures. In FY2009, we implemented a conventional line early earthquake warning system throughout our conventional lines. This system uses Shinkansen P-wave detection seismometers and the Meteorological Agency’s early earthquake warnings. |
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(1) |
Increasing seismometers in the Tokyo metropolitan region and inland areas |
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Add 30 seismometers to prepare for an earthquake directly beneath the Tokyo metropolitan area and inland earthquakes |
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Planned start of use: March 9, 2012 on conventional lines, summer 2012 on Shinkansen lines |
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(2) |
Implementation of early earthquake warnings (Meteorological Agency) on Shinkansen lines |
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Planned start of use: Autumn 2012 |
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(3) |
Construction cost: About 1.2 billion yen |
For details, please refer to the following attachment. | |||
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Attachment 3 [PDF/606KB] |