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By the architect and
Engineer Involved in the Construction of The Grand Reception
Hall and the Sho-Hondo September 12, 1995
Dear Sirs:
On August 23 this year, the decision to dismantle the
Daikyaku-den, or the Grand Reception Hall, was announced.
The decision, we must protest, was based on a gross
distortion of the survey report which we conducted to
determine the Hall's earthquake resistance.
As the two principal architects involved in the design
of this facility, we take serious issue with this distortion,
and we therefore wish to provide an objective account
of the way this matter developed.
We were asked to evaluate the structural integrity of
the Grand Reception Hall to earthquakes on March 16.
On May 31, we submitted a report based on our initial
examinations and conclusions; we then requested that
further surveys and detailed discussions be held prior
to the determination of whether reinforcement work should
or should not be implemented.
Our report provided three options to reinforce the Grand
Reception Hall's structural integrity to withstand large-scale
earthquakes. For ease of reference, we have prepared
the following outline that shows which of our proposed
measures were adopted or rejected.Chronology & Head
Temple Assessment of Three Anti-Earthquake Options (May
31 Report)
1) Option One: Reinforcement of pillars
2) Option Two: Reinforcement of the first, second and
third floors
3) Option Three: Reinforcement of underground beams
• Head Temple Reaction as of May 31 (Report Submitted):
| - |
Option One: Possible
adoption |
| - |
Option Two: Possible adoption, though
less realistic due to limitations imposed on facility
usage while reinforcement work in progress |
| - |
Option Three: Possible adoption,
though reinforcement work will be extensive |
| - |
Conclusion as of May 31: All three
options under consideration, though none specified
for implementation |
• Head Temple Reaction as of July 12 (During Meeting):
| - |
Option One: Adoption
likely |
| - |
Option Two: Rejected |
| - |
Option Three: Adoption likely |
| - |
Conclusion as of July 12: Rejection
of Option Two |
• Head Temple Reaction as of August 23 (At Presentation):
| - |
Option One: Adoption
likely |
| - |
Option Two: Adoption likely, though
concern was strongly expressed that reinforcement
work would be detrimental to usage and appearance
of facility |
| - |
Option Three: Adoption likely |
| - |
Conclusion as of August 23: All three
options understood as viable, though Nichiren Shoshu
officials repeatedly emphasize drawbacks of Option
Two; emphasis becomes pretext for decision to dismantle
Hall |
• Head Temple Reaction as of August 28 (Follow-up
Report):
| - |
Option One: Adoption
likely |
| - |
Option Two: Rejected |
| - |
Option Three: Rejected, follow-up
assessment deemed unnecessary |
| - |
Conclusion as of August 28: Option
One agreed as the only measure necessary at this
juncture |
Preliminary Cost Estimate (Reference)
- Option One: ¥30 Million [US$231,000]
- Option Three: ¥220 Million [US$1.7 Million]
- Dismantlement: ¥500 Million [US$3.8 Million]
As is evident from the above-mentioned facts, the proposal
of the Nichiren Shoshu Head Temple to dismantle the
Grand Reception Hall on August 23 was groundless and,
as such, is unjustifiable. In spite of the fact that
work to reinforce the facility through Option Two had
already been deemed unnecessary [as there were other
viable options], Head Temple officials not only brought
the issue up again, but they exaggerated the inconvenience
the effort would cause, and this was given as the primary
motive to dismantle the Hall. This is in clear contradiction
of fact and reason.
Moreover, as it is clear from the outline provided here,
the sole anti-earthquake measure required at the present
time is the reinforcement of pillars (Option One).
The implementation of Option One entails comparatively
little effort, requiring the pressure injection of high-strength
concrete into the hollow cores of the main pillars situated
at the four corners of the Hall. In addition, this work
would in no way alter or despoil the appearance of the
facility.
In our opinion, the rationale for the decision to dismantle
the Daikyaku-den, given the facts, are not at all convincing:
they are simply too trivial to be decisive in an important
issue such as this. Accordingly, we have made repeated
appeals to the authorities of the Head Temple to reconsider
our proposal and abandon the dismantlement plan.
Yet Head Temple authorities are adamant, and their decision
is about to be acted upon. All that remains on our side
as a result of this affair is bafflement and a growing
suspicion over the real reason motivating them.
During the years of the so-called ubble economy, facilities
that were often still safe to use -buildings which served
the needs of many people and the community in which
they were located -were torn down and new ones built
in their stead without any viable reason other than
economic gains.
However, we maintain that structures that have become
familiar to citizens and fit into the community have
significance as integral components of the social environment.
Following reflection on the excesses committed during
the bubble economy era, the consensus today is that
no one, even the owner, should arbitrarily determine
the disposition of buildings -and that existing facilities
ought to be cherished and maintained.
Needless to say, the Grand Reception Hall is an irreplaceable
structure which has inspired and impressed a great number
of people for many years. It is for these reasons that
we strongly disagree with the decision to demolish the
Hall under false pretenses, a move that precludes satisfactory
explanations.
Under the present circumstances, the arbitrary decision
may be carried out any day now. But we feel that it
is still not too late.
We are determined to continue our petition to retain
the Grand Reception Hall.
Though we may be presumptuous in offering our views
so forthrightly, we ask for your understanding and patience
on this issue.
Sincerely yours,
Kimio Yokoyama
Grand Reception Hall Architectural Designer
Shigeru Aoki
Grand Reception Hall Anti-Earthquake Assessment Structural
Engineer
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