国土技術政策総合研究所資料issn 1346-7328 国総研資料 第944号 平成2 9 年1 月...
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ISSN 1346-7328 国総研資料 第944号
平 成 2 9 年 1 月
国土技術政策総合研究所資料
TECHNICAL NOTE of National Institute for Land and Infrastructure Management
No. 944 January 2017
既存の港湾施設の改良における設計上の留意事項に関する検討
~外郭施設および係留施設を対象として~
高野向後・宮田正史・藤井敦・井山繁・加藤絵万・山路徹・坂田憲治
Study on Considerations in Design Work for Reformation
of Existing Port Facilities
~Protective Facilities and Mooring facilities in Port Areas~
Hisachika TAKANO, Masafumi MIYATA, Atsushi FUJII, Shigeru IYAMA, Ema KATO Toru YAMAJI, Kenji SAKATA
国土交通省 国土技術政策総合研究所
National Institute for Land and Infrastructure Management
Ministry of Land, Infrastructure, Transport and Tourism, Japan
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i
No. 944 2017 1
(YSK-N-358)
*
** ***
**** *****
****** *******
239-0826 - -
046-844-5019 Fax 046-842-9265 e-mail: [email protected]
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Technical Note of NILIM
No. 944 Jan. 2017
(YSK-N-358)
Study on Considerations in Design Work for the Reformation
of Existing Port Facilities
Protective and Mooring Facilities in Port Areas
Hisachika TAKANOMasafumi MIYATAAtsushi FUJIIShigeru IYAMAEma KATOToru YAMAJIKenji SAKATA
Synopsis
In recent years, it is required to reorganize or improve port functions effectively by utilizing existing
facilities in port areas for the future development and efficient use of ports. This leads to a rapid increase in
structural design work for the reformation of existing port facilities, such as strengthening its original
structure and converting a facility from its original purpose to another. However, references are very
limited for such design works.
This study is intended to summarize key considerations in design work for the reformation of existing port
facilities, based on past design cases (recent 16years) of protective and mooring facilities in port areas. As
the key considerations, the following items are summarized: classification basis of the purpose of
reformation design, main construction methods for reformation, and main issues inherent in reformation
design that need to be carefully considered. In addition, representative examples of the past reformation
design cases are provided in the appendix as references for effective design work of reformation.
Key Words : existing port facility, reformation, protective facility for harbor, mooring facility, reformation design
* Visiting Researcher, Port Facilities Division, Port and Harbor Department, NILIM (Japan Port Consultants, Ltd.)
** Head, Port Facilities Division, Port and Harbor Department , NILIM *** Director, Administrative Coordination Department, NILIM
**** Head, Port Construction Systems and Management Division, Port and Harbor Department, NILIM ***** Head, Structural Mechanics Group, Structural Engineering Department, PARI
****** Director, Structural Engineering Department, PARI ******* Senior Researcher, Port and Harbor Department, NILIM
National Institute for Land and Infrastructure Management Ministry of Land, Infrastructure, Transport and Tourism 3-1-1 Nagase, Yokosuka, 239-0826 Japan Phone +81-46-844-5019 Fax +81-46-842-9265 e-mail: [email protected]
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No.944
- 1 -
501)
2)
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- 2 -
3) 4)
a
90
A B C
2
45
b
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a
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b
3
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3
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1
11 19
11 26
11
908
No.4
50
262
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- 6 -
262 130
132
16.4% 30.6%
24.4% 16.0%
14.1%
19.5% 11.8%
10.7% 12.2%
16.4%
30.6%
0.4%
1.9%0.4%
24.4%
6.1%
1.9%
16.0%
1.9%
262
14.1%
0.4%
0.4%
1.5%
19.5%
3.1%
1.1%
3.8%3.1%0.4%1.9%0.4%
11.8%
10.7%1.9%
6.1%
1.9%
12.2%
3.8% 1.9%
262
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19 22 23
19
40 49 31.1%
30 49 30 39 23.8% 40 49 24.8%
19
H1 H11 H19
11 18
H11
95% 62
H1 3%
2
H19
1
18
19
H19
19 26
H19
81% 159
H1 H11
19% 38
0.8% 0.8%
3.1%3.8%
5.4%
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9.2%
13.8%
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9.2%
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5.3%
9.2%
6.9%
14.5%
6.9%
4.2%
14.1%
11.5%
8.0%
0%
5%
10%
15%
20%
H11 H12 H13 H14 H15 H16 H17 H18 H19 H20 H21 H22 H23 H24 H25 H26
( 130)
( 132)
( 262)
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- 8 -
H11
H18
H19
H26
2 , 3%
62 , 95%
1 , 2%
H1
H11
H19
65 7 , 3%31 ,
16%
159 , 81%
H1
H11
H19
197
8.2% 8.2%
13.1% 13.1%
31.1%
11.5%
3.3%
8.2%
0.0%1.6% 1.6%1.0%
18.8%15.8%
23.8% 24.8%
7.9%
1.0%
6.9%
0.0% 0.0% 0.0%
3.7%
14.8% 14.8%
19.8%
27.2%
9.3%
1.9%
7.4%
0.0% 0.6% 0.6%
0%
10%
20%
30%
40%
1-9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 80-89 90-99 100
( 61)
( 101)
( 162)
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No.944
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130
10 7.7% 106 81.5%
14 10.8%
2
107.7%
10681.5%
1410.8% 130
660.0%
440.0%
→
→
10
-
- 10 -
14
50 2
30
30
1285.7%
214.3%
50
50(30 )
14
0
10
20
30
32
0
10
20
30
69
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No.944
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130
-
- 12 -
132
6 4.5% 92 69.7%
34 25.8%
3 6
5
2
1 -5.5m
64.5%
9269.7%
3425.8%
132
350.0%
233.3%
116.7%
→
→
→
6
0
4
8
12
16
20
92
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No.944
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34
50 2 1
1 26
43
H19
30
132
3294.1%
25.9%
50
50 (30 )
34
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No.944
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- 16 -
7
7
1
18 18
262
No. No.
7 a
b c
d e
f g
a
No.4
No.4
16
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15 H11
16
b
No.16 No.16
23
50
H19
1
50
20cm
c
No.13 No.13
21
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- 18 -
d
No.2 No.2
22
e
No.8 No.8
18
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No.944
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No.9 No.9
21
g
No.5 No.5
23
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a
b
H11
H19
c
d
e
f
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e
g
e
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3
3
1
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11 26
2016 11 15
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No.1145 2006
5)
http://www.mlit.go.jp/report/press/port05_hh_000137.html 2016
6)
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2014
8) 2009
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国土技術政策総合研究所資料
TECHNICAL NOTE of N I L I M
No. 944 January 2017
編集・発行 ©国土技術政策総合研究所
本資料の転載・複写のお問い合わせは
〒239-0826 神奈川県横須賀市長瀬 3-1-1
管理調整部企画調整課 電話:046-844-5019
E-mail:[email protected]