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Special Issue; Products for Industrial Machinery - NTN

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“SSB” of Sliding Aseismic Isolution Unit Multi-ply Rubber<br />

and velocity dependency <strong>for</strong>mula below based on the<br />

data from their experiments, and these are being<br />

considered in the structural design of seismically<br />

isolated building structures.<br />

Surface pressure dependency <strong>for</strong>mula (<strong>for</strong> velocity<br />

15 mm/s)<br />

= 0.0618 -0.351<br />

where, : surface pressure (N/mm 2 )<br />

Velocity dependency <strong>for</strong>mula (<strong>for</strong> surface pressure<br />

15 N/mm 2 )<br />

= 0.0173 (V/10) 0.132 where, V: velocity (mm/s)<br />

6.2 Durability<br />

The durability of the multi-ply rubber SSB is<br />

indicated in Fig. 7 in terms of the trend with the friction<br />

coefficients of the authors’ multi-ply rubber SSB. The<br />

grouping of the friction coefficient values is fairly<br />

stable. There<strong>for</strong>e, a total sliding distance of 180 m <strong>for</strong><br />

a seismically isolating device appears to be sufficient.<br />

8. Conclusion<br />

The <strong>NTN</strong> R&D Center, which is shown in Photo 1,<br />

is a typical example of a seismically isolated building<br />

structure supported by the authors’ SSB, and Photo 2<br />

is a view of an installed SSB. Capable of withstanding<br />

an earthquake as severe as the Hanshin Earthquake<br />

level, the <strong>NTN</strong> R&D Center is expected to function as<br />

a disaster relief center <strong>for</strong> the <strong>NTN</strong> Iwata Works. <strong>NTN</strong><br />

remains committed to improving the reliability of our<br />

multi-ply rubber SSBs. We have been providing our<br />

customers with a full line of products that are capable<br />

of withstanding conditions in a variety of seismic load<br />

isolating applications. The <strong>NTN</strong> believes that their<br />

products can contribute to saving human lives and<br />

protecting property during seismic disasters.<br />

0.15<br />

Test<br />

conditions<br />

Sliding member diameter: 400 mm<br />

Surface pressure: 15 N/mm 2<br />

Excitation wave<strong>for</strong>m: Triangular wave<br />

Velocity: 150 mm/sec<br />

Dynamic friction coefficient<br />

0.12<br />

0.09<br />

0.06<br />

0.03<br />

Photo 1 Appearance of <strong>NTN</strong> R&D center<br />

Building structure<br />

SSB<br />

0.00 0 30 60 90 120 150 180<br />

Sliding distance m<br />

Fig. 7 Durability of the friction coefficient<br />

7. Multi-Ply Rubber SSB Variations<br />

Each building structure needs to cope with unique<br />

column loading considerations. Thus, <strong>NTN</strong> offers nine<br />

standard multi-ply rubber SSB types with bearing<br />

diameters ranging from 300 to 1300 mm.<br />

Table 2 Specification of multi-ply rubber SSB standard series<br />

Photos of authors<br />

Foundation<br />

Photo 2 Installed SSB<br />

References<br />

1) Multi-ply Rubber <strong>for</strong> Seismic Isolation Editorial<br />

Committee: Handbook of Multi-ply Rubber <strong>for</strong><br />

Seismic Isolation, Rikoh Tosho. (In Japanese)<br />

Bearing diameter (mm)<br />

3001300<br />

Long-term bearing load (kN)<br />

1,06019,910<br />

0.024<br />

Friction coefficient<br />

(15N/mm 2 standard surface pressure)<br />

Variation in friction coefficients (%)<br />

30<br />

Horizontal rigidity (kN/m)<br />

4,71222,122<br />

Variation in horizontal rigidity (%)<br />

20<br />

Vertical rigidity (MN/m)<br />

4,60730,222<br />

Norio ITOH<br />

Engineering Dept.<br />

<strong>NTN</strong> Engineering Plastics Corp.<br />

Takuya ISHII<br />

Engineering Dept.<br />

<strong>NTN</strong> Engineering Plastics Corp.<br />

-103-

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