日本建築学会技術報告集

第 16 巻第 33 号，535-540，2010 年 6 月

AIJ J. Technol. Des. Vol. 16, No.33, 535-540, Jun., 2010

超高層建物の地震応答を受ける
カーテンウォールの耐震性能− E- ディフェンス振動台実験−

PERFORMANCE OF AN EXTERIORMETAL CURTAIN WALL IN SEISMICRESPONSES OF A HIGH-RISE
BUILDING− E-Defense shaking table tests −

長江拓也
福山國夫

＊1
＊3

藤谷秀雄
城戸史郎

＊2
＊4

Takuya NAGAE   ＊FUJITANI 1    Hideo
Kunio FUKUYAMA   ＊KIDO 3    Shirou ＊ 2   ＊ 4   

Keywords:Metal curtain wall, Seismic performance, High-rise building, Shaking
table test

A two-story, two-span by two-bay frame was set up on E-Defense
shaking table, and curtain walls made of metal sashes and glasses
were attached with typical connection details. In a series of tests,
seismic responses of a high-rise building were reproduced in theframe. First, damage of the curtain walls in expected seismic responses(the maximum inter-story drift angle is 0.02 rad) was observed. The
possibility that the curtain walls come off and drop from the frame wasalso considered in an ultimate deformation range (the maximum interstory drift angle is 0.04 rad).

1. ߪߓ߼ߦ(2) ⿥ᄢᄌᒻታ㛎

キーワード :メタルカーテンウォール，耐震性能，超高層建物，振動台実験౓ᐶ⋵ߣ㒐ἴ⑼ቇᛛⴚ⎇ⓥᚲߪ㧘ᄢ࿾㔡ࠍฃߌࠆ⿥㜞ጀᑪ‛ߩቶᗐቯࠍ⿥߃ࠆᄢᄌᒻߦࠃߞߡ㧘ᑪ‛ߩ᭴ㅧ૕ࠍᆎ߼ᄙߊߩㇱಽ߇ౝ቟ోᕈ߅ࠃ߮㕖᭴ㅧㇱ᧚ߩ᜼േߦ㑐ߔࠆ౒ห⎇ⓥࠍ 2006 ᐕᐲࠃ⵬ୃਇน⢻ߥ៊்ࠍⵍࠅߟߟ߽ୟუࠍ఺ࠇߡ޿ࠆߣ߈㧘ᑪ‛ߩᄖ๟ࠅታᣉߒߡ޿ࠆ 1)‫౒ޕ‬ห⎇ⓥߪ㧘E-࠺ࠖࡈࠚࡦࠬᝄേบࠍ↪޿ࠆᄢߦขࠅઃߊࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߪ⣕⪭ߒߥ޿ߎߣ߇ᔅⷐ᧦ઙߣߥࠆ‫ޕ‬ⷙᮨߥታ㛎ߦၮߠߊ߽ߩߢ㧘2007 ᐕ 3 ᦬ߦ㧘ᄢ࿾㔡ࠍฃߌࠆ⿥㜞ጀߎߎߢߪ㧘ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩ⣕⪭ߩෂ㒾ᕈߦὶὐࠍᒰߡࠆ‫ޕ‬ታ㛎ᑪ‛ߩᐥᔕ╵ߣጀ㑆ᄌᒻࠍታ᨞᭴ߦਈ߃ࠆታ㛎 2) ߇ⴕࠊࠇߚ‫ޕ‬ߢߪ㧘޽ࠆጀߦᄌᒻ߇㓸ਛߔࠆ⁁ᴫࠍߟߊࠅ㧘ᗐቯᔕ╵ᄌᒻߩ 2 ୚ᧄ⺰ߢߪ㧘਄⸥ታ㛎ߦ⚵ߺㄟ߹ࠇߚࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩ⚿ᨐࠍႎ๔ߔࠆ‫ޕ‬ታ㛎ߢߪ㧘⿥㜞ጀᑪ‛ߦᄙߊណ↪ߐࠇߡ޿ࠆᣇ┙ᣇᑼߩࡔߦ෸߱⿥ᄢᄌᒻ㧘ᦨᄢጀ㑆ᄌᒻⷺߦߒߡ 0.04 rad ࠍ᨞᭴ߦਈ߃ࠆߎߣߣߒߚ‫ޕ‬࠲࡞ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ 3), 4) ࠍኻ⽎ߣߒߚ‫޿߅ߦ࡞࡯ࠜ࠙ࡦ࠹࡯ࠞޕ‬ߡߪ㧘ጀ㑆ᄌᒻⷺ㧔0.01 rad ߹ߢߩᢙᲑ㓏㧕ߦኻߔࠆⷐ᳞ᕈ⢻ࠍḩ2. ⹜㛎૕ߚߔ⸳⸘߇ਥᵹߢ 5)㧘ᄢⷙᮨߥᎿ੐ߩ႐วߦߪ㧘23 ጀಽߩታᄢታ

2. 1 ᭎ⷐ

㛎߽ⴕࠊࠇࠆ 6)‫৻ޕ‬ᣇ㧘౓ᐶ⋵ධㇱ࿾㔡ߢ⸥㍳ߐࠇߚ࿾㔡േ㧘ߐࠄ᭴ㅧ૕ߩ┙㕙ߣᐔ㕙ࠍ࿑1ߦ␜ߔ‫ޕ‬ᐔ㕙8.6 m×10.6 m㧘㓏㜞3.4 m ߢߦߪ⃻࿷੍᷹ߐࠇࠆ㐳๟ᦼ࿾㔡േ 7) ╬ࠍ㐓ߺࠇ߫㧘ᄢ࿾㔡ࠍฃߌࠆ

2ጀߩ㍑᭴ㅧ᨞᭴ࠍ⹜㛎ㇱಽߣߒߚ‫⿥ޕ‬㜞ጀᑪ‛ߩំࠇࠍᮨᡆߔࠆߚ⿥㜞ጀᑪ‛ߩᔕ╵߇⸳⸘↪ߩጀ㑆ᄌᒻⷺࠍ਄࿁ࠆน⢻ᕈߪචಽߦ

߼ߦᝄേบߦ࿕ቯߒߚ4ၮߩⓍጀࠧࡓᡰᛚ㧔࿑1㧘RB㧕ߩ਄ߦࠦࡦࠢ

޽ࠆ‫ᧄޕ‬ታ㛎ߢߪ㧘ᓥ᧪ߩ⸳⸘ߢᛒࠊࠇߡ߈ߚጀ㑆ᄌᒻⷺࠍ⿥߃ࠆ

࡝࡯࠻㍝ࠬ࡜ࡉߣ᨞᭴ࠍ⸳⟎ߒߚ‫✚ޕ‬㊀㊂ߪ612 tߢⓍጀࠧࡓᡰᛚࠍ

ᄌᒻ࡟ࡌ࡞ߦ߅ߌࠆ࠺࡯࠲ࠍขᓧߒߡ߅ࠅ㧘ౝኈࠍએਅߩ 2 ߟߦಽ

ᄖᓘ1000 mm㧘ࠧࡓ✚ෘ285mm㧔ߖࠎᢿ೰ᕈ౏⒓୯0.3 N/mm2ߩᄤὼ㘃ߒ㧘ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩᔕ╵ᕈ⁁ߣ៊்⁁ᴫߦߟ޿ߡႎ๔ߔࠆ‫ޕ‬ࠧࡓ㧕ߣߔࠆߎߣߢ㧘ో૕ߩ1ᰴ࿕᦭๟ᦼࠍ⚂2.8⑽ߣߒߚ‫ޕ‬(1) ᗐቯᔕ╵ᄌᒻታ㛎᨞᭴ߦ᳓ᐔᘠᕈജ߇ടࠊࠆࠃ߁ߦደ਄ᐥߩ㊀㊂ࠍ⚂160 tߣߒ㧘᨞ᗐቯߐࠇࠆᦨᄢ࡟ࡌ࡞ߩᔕ╵ᄌᒻࠍⵍߞߚᓟߦ㧘ᑪ‛߇⵬ୃߐࠇ᭴ߪ㧘ጀ߇ߖࠎᢿᄌᒻߔࠆߎߣߢ೨ㅀߩᦨᄢጀ㑆ᄌᒻⷺࠍᄖოߦਈࠆߎߣࠍᗐቯߒߡࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩ៊்ࠍⷰኤߔࠆ‫ᧄޕ‬ታ㛎ߢߪ㧘߃ࠆ‫⹜ޟ‬㛎ⵝ⟎‫ⷰ߁޿ߣޠ‬ὐ߆ࠄ⸳⸘ߒߚ‫ޕ‬ᗐቯᔕ╵ᄌᒻታ㛎ߢߪ㧘

੐೨ߦ 30 㓏ᑪߡߩ৻⥸⊛⿥㜞ጀᑪ‛ߦኻߔࠆ࿾㔡ᔕ╵⸃ᨆࠍታᣉ᨞᭴߇ᒢᕈߦߣߤ߹ࠅߥ߇ࠄ㧘ጀ㑆ᄌᒻⷺ߇1ጀ⋡㧘2ጀ⋡ߣ߽ߦߒ㧘ᔕ╵ᄌᒻ࡟ࡌ࡞ࠍᬌ⸛ߒߚ‫౉ޕ‬ജ࿾㔡േߣߒߡ㧘␹ᚭᏒߦ੍᷹

0.017-0.02 rad ߦߥࠆࠃ߁ߦ᨞᭴ߩㇱ᧚ࠍㆬቯߒߚ‫⴫ޕ‬1ߦ૶↪ߒߚ㍑

ߐࠇࠆ㐳๟ᦼ࿾㔡േ㧔એ㒠㧘᧲ㆆ࿦࿾ᵄ㧕8)㧘౓ᐶ⋵ධㇱ࿾㔡ߢ⸥᧚ࠍ␜ߔ‫⿥ޕ‬ᄢᄌᒻታ㛎ߢߪ㧘ਛᄩㇱಽߢࡏ࡞࠻ធวߒߡ޿ߚ㑆ᩇ㍳ߐࠇߚ JR 㣔ขᵄࠍㆬቯߒߚ‫⚿ߩߘޕ‬ᨐ㧘ᦨᄢጀ㑆ᄌᒻⷺߪ 0.017radC3ߩធวࠍ⸃㒰ߒߡ㧘1ጀ⋡ߩᩇC1, C2ࠍ2ὐࡅࡦࠫࡔࠞ࠾࠭ࡓߦߒ

߅ࠃ߮ 0.02 rad ߣߥࠅ 9)㧘ߎࠇࠄࠍ᨞᭴ߦਈ߃ࠆߎߣߣߒߚ‫ޕ‬

ߡ1ጀ⋡ߩጀ㑆ᄌᒻࠍჇടߐߖߚ‫ޕ‬0.04 radࠍ⿥߃ࠆㆊᄢߥᄌᒻࠍᛥᱛ

*1*1

Senior Researcher, Hyogo EERC, NIED, Dr. Eng.

*2Prof., Kobe Univ., Dr. Eng.
Visiting Researcher, Hyogo EERC, NIED
Officer, Hyogo Prefectural Government

防災科学技術研究所兵庫耐震工学研究センター 主任研究員･博士（工学）（〒 673-0515 兵庫県三木市志染町三津田西亀屋 1501-21）*2神戸大学大学院工学研究科建築学専攻 教授･工博*3
防災科学技術研究所兵庫耐震工学研究センター 客員研究員*4
兵庫県企画管理部災害対策局 参事（建築技術担当）*3*4ߔࠆߚ߼ߦ㧘ᚲቯߩጀ㑆ᄌᒻ߇↢ߓࠆߣធ⸅ߔࠆਛᄩಽ㔌ဳߩ㑆ᩇS࡞ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ࠍขࠅઃߌߚ‫⹜ߩߘޕ‬㛎૕ࠍᣉ⸳ደౝߦ⒖േߒ㧘ࠍ㧘ࠬ࠻࠶ࡄ࡯ߣߒߡ㈩⟎ߒߚ‫ޕ‬Ⓧጀࠧࡓᡰᛚࠍ੺ߒߡᝄേบ਄ߦ⸳⟎ߒߚ‫ޕ‬

2. 2 ⵾૞⁁ᴫ

2. 3 ࡔ࠲࡞ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞

࿑2ߦ⹜㛎૕ߩ⵾૞⁁ᴫࠍ␜ߔ‫࠻࡯࡝ࠢࡦࠦޕ‬㍝ࠬ࡜ࡉ਄ߦ㍑᭴ㅧᮡḰ⊛ߥᣇ┙ᣇᑼߩࡔ࠲࡞ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ࠍណ↪ߒߚ‫ޕ‬ഀࠅઃ᨞᭴ࠍ⵾૞ߒ㧘Y1ㅢࠅߩX2-X3㑆ߣX3ㅢࠅߩY1-Y2㑆ߦ㧘2ጀߩࡔ࠲ߌ⁁ᴫࠍ࿑3ߦ␜ߔ‫ߪࠪ࠶ࠨߩ⵾ࡓ࠙࠾ࡒ࡞ࠕޕ‬㧘਄ਅߩ᪞ߦដߌᷰ

⴫1᨞᭴ߩ㍑᧚ߔᣇ┙ߣ㧘ᣇ┙㑆ࠍ᳓ᐔߦߟߥߋή⋡߆ࠄߥࠆ‫ޕ‬ᣇ┙ߣή⋡ߦ࿐߹
㍑᧚⒳೎

C1

䂔-175×175×12S

H-400×200×8×13C2

䂔-175×175×9

G1

H-294×200×8×12

C3H-294×200×8×12G2H-244×175×7×11

ࠍߪ߼ㄟࠎߛ‫ߪ᧼ࠬ࡜ࠟޕ‬㧘

᧼ෘ16 mmߩวࠊߖࠟ࡜ࠬ㧔Y1ㅢࠅ㧕ߣ10 mmߩන᧼ࠟ࡜ࠬ㧔X3ㅢࠅ㧕ߢ޽ࠆ‫ޕ‬1ጀ⋡ߣ2ጀ⋡ߩოࡄࡀ࡞ߦߪෘߐ18mmߩࠕ࡞ࡒ࠾࠙ࡓ

500㍑᧚⒳೎

C23400

4300
8600

SC3S

C14300C1C1C3C1C2

Y1C2C15300

2 ጀ⋡

9600
1100 800
3400
500

Y3Y2⸥ภࠇߚㇱಽߦࠟ࡜ࠬ᧼ߣࠕ࡞ࡒ࠾࠙ࡓ⸥ภ

C253001 ጀ⋡

G2C2G1C3C2

X1C1S2 ጀ⋡

C21 ጀ⋡

G2

C2

G1C3
C1C2RB

RBRB

5300

5300

X3X1

 1 ጀ⋡ᐔ㕙8600

X2

X3Y3

Y2(3) X2 ㅢࠅ᨞᭴Y1

X3(1) ࠦࡦࠢ࡝࡯࠻㍝ࠬ࡜ࡉ਄ߦ᨞᭴ࠍ⵾૞

Y1

න૏ mm

࿑ 1 ᭴ㅧ૕X3

RB

4300

4300

(2) Y2 ㅢࠅ᨞᭴X

C2

S

G110600

X2

C2C1G110600

YC2C1

Y1(3) ᝄേบ਄ߩ⹜㛎૕(2) ࠨ࠶࡙ࠪ࠾࠶࠻ߩขࠅઃߌ70201560

7512505435

ᣇ┙ a751250

135

Y1751250

75
5435

1250

X2751250

X3(1) ᮮᢿ㕙

135ࡢࠗࡗဳᄌ૏⸘
߭ߕߺဳᄌ૏⸘
3 ゲടㅦᐲ⸘

ࠟ࡜ࠬ᧼ a235 50 705 70

1353575
1700

75

ᐥࠃࠅ 1.7m ߩ㜞ߐߦ߅ߌࠆ᳓ᐔᄌ૏

701250ᣇ┙ b3565
1700

Y2751250

75880

50

࿑ 2 ⹜㛎૕ߩ⵾૞⁁ᴫ

ᣇ┙ a
X2

(2) Y1 ㅢࠅ┙㕙ᣇ┙ bX3࿑ 3 ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩഀࠅઃߌ࿑

Y1(3) X3 ㅢࠅ┙㕙Y2

ή⋡L ဳ᧚ ࡆࠬ⇐߼ ᐥࠬ࡜ࡉ
ᣇ┙ࡉ࡜ࠤ࠶࠻ St6.0t
M12x40*ࡈࠔࠬ࠽࡯᪞L125x75x10M12x40*M12x55*

ᩇ

ࠕࡦࠞ࡯

ࡈࠔࠬ࠽࡯

2-M12x35*

L125x75x10

ᐥࠬ࡜ࡉ

M12x55*

CH300x90x9x13ᣇ┙᛼✼ࡉ࡜ࠤ࠶࠻ St6.0t
2-M12x35*

ࠕࡦࠞ࡯C300x90x9x13

᪞(1) ৻⥸ㇱ❑ᢿ㕙(2) ৻⥸ㇱᮮᢿ㕙*࠽࠶࠻࡮ࡢ࠶ࠪࡖ࡯ṁធ࿕ቯή⋡L ဳ᧚ ࡆࠬ⇐߼ࡈࠔࠬ࠽࡯ᣇ┙
M12x35*

ࡈࠔࠬ࠽࡯St6.0t+LS-50x50x6t ടᎿຠM12x40*

2-M12x35*
M12x40*᛼✼
4-M8x25*ᐥࠬ࡜ࡉᩇࡉ࡜ࠤ࠶࠻ St6.0t

ࠕࡦࠞ࡯

4-M8x25*ᣇ┙ࡉ࡜ࠤ࠶࠻ St6.0t
ࠕࡦࠞ࡯L150x90x9(3) ࠦ࡯࠽࡯ㇱ❑ᢿ㕙(4) ࠦ࡯࠽࡯ㇱᮮᢿ㕙

࿑ 4 ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩขࠅઃߌ⹦⚦ᦛߍ᧚㧔⡺ෘ2.0 mm㧕ࠍ↪޿ߚ‫ޕ‬એ㒠㧘ᐔ㕙ߩ৻⥸ㇱߦኻߒߡ㧘ࠟ࡜ࠬ᧼ ᣇ┙㑆㓒1325 mm㧘ή⋡㑆㓒1700 mm ߪ㧘ࠟ࡜ࠬ᧼ߩࠬ࡜
ࠗ࠼ߦࠃࠆ࿁ォⷺߣࡠ࡯࡝ࡦࠣߦࠃࠆᣇ┙ᄌᒻⷺࠍ1 : 1ߣ઒ቯߔࠆ

X3-Y1ߩಲࠍࠦ࡯࠽࡯ㇱߣ๭߱‫ޕ‬
࿑4ߦࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩขࠅઃߌ⹦⚦ࠍ␜ߔ‫࡞࡯ࠜ࠙ࡦ࠹࡯ࠞޕ‬ߣ㧘ጀ㑆ᄌᒻⷺ0.008 rad (1/125)ߢ㧘᳓ᐔ⋡࿾ᄌᒻ₸߇57%㧘㋦⋥⋡࿾ߣ᨞᭴ߩ࿕ቯᣇᴺߪ㧘߹ߕࠕࡦࠞ࡯ߣߥࠆ㊄‛ࠍ᨞᭴ߩ᪞ߦ⋥ធṁᄌᒻ₸33%ߣߥࠆ‫ޕ‬࿑5-Ԛߩጀ㑆ᄌᒻⷺߪ㧘ᧄ⹜㛎૕ߦ߅ߌࠆ਄ਅᏀធߒ㧘ߎࠇߦㅪ⚿↪ߩࡈࠔࠬ࠽࡯ߣߥࠆ㊄‛㧘ㇱ᧚ขઃ↪ߩࡉ࡜ࠤฝߩᐔဋࠢ࡝ࠕ࡜ࡦࠬ㧔࿑5ߩd, c㧕㧘12mmߣ21mm߆ࠄ0.04 radߣߥࠆ‫ޕ‬࠶࠻ߣߥࠆ㊄‛ࠍ✕⚿ߒ㧘ᣇ┙ࠍขࠅઃߌߚ‫ޕ‬ᣇ┙ߩᄌᒻㅊᓥᕈߦ
ߟ޿ߡߪ㧘৻⥸ㇱ㧘ࠦ࡯࠽࡯ㇱߣ߽ߦᣇ┙⥄りߩᨵᕈߦᦼᓙߔࠆ⸳⸘ߣߒߚ‫ޕ‬ᣇ┙ߣή⋡ߩធวㇱߪLဳ᧚ࠍ੺ߒߡߩࡆࠬ⇐߼ߣߒߚ‫ޕ‬ࠟ࡜ࠬ᧼ࠍ⸳⟎ߒߡ㧘᛼✼ߦࠃߞߡ᜽ߺㄟࠎߛߩߜߦ㧘๟ࠅߦᒢᕈ
ࠪ࡯࡝ࡦࠣ᧚㧔2ᚑಽᒻࠪ࡝ࠦ࡯ࡦ㧕ࠍలႯߒߚ‫ᦨߩࠣࡦ࡝࡯ࠪޕ‬ዊ⋡࿾᏷ߪ㧘᳓ᐔ⋡࿾ߢ6 mm㧘㋦⋥⋡࿾ߢ8 mmߢ޽ࠆ‫ޕ‬ߎߎߢ㧘ጀ㑆ᄌᒻࠍฃߌࠆࠨ࠶ࠪߣࠟ࡜ࠬ᧼ߩ⋧ኻᄌᒻߦߟ޿ߡ㧘
᭎ᔨࠍ࿑5ߦ␜ߔ‫ߦࠪ࠶ࠨ߇᧼ࠬ࡜ࠟޕ‬ធ⸅ߒߡ࿑5-Ԛߩ⁁ᘒߦ㆐ߔ࿑ 5 ጀ㑆ᄌᒻⷺࠍฃߌࠆࠨ࠶ࠪߣࠟ࡜ࠬ᧼ߩ⋧ኻᄌᒻ‫ޟ‬㕖᭴ㅧㇱ᧚ߩ⠴㔡⸳⸘ᣉᎿᜰ㊎࡮ห⸃⺑‫ޠ‬6)߆ࠄォタࠆߣ㧘ࠟ࡜ࠬ᧼ߦᄢ߈ߥജ߇߆߆ࠅᆎ߼ࠆ‫ߒߛߚޕ‬㧘ㅢᏱߩ⸳⸘ߢ
ߪ㧘ߘࠇࠃࠅ߽߆ߥࠅ೨ߩᲑ㓏ߢࠪ࡯࡝ࡦࠣ⋡࿾ߩߖࠎᢿᄌᒻߦࠃ

2. 4 ⸘᷹

ߦኻߒฦጀᐥߩടㅦᐲࠍ⸘᷹ߒߚ‫ޕ‬᨞᭴ߩጀ㑆ᄌᒻߣߒߡ1ጀ⋡ᐥߣ2ጀߡᬌ⸛߇ⴕࠊࠇࠆ‫⋡ޕ‬࿾᏷ߦኻߔࠆߖࠎᢿᄌᒻߩᲧ㧔ᄌᒻ₸㧕ࠍ⸘⋡ᐥ㧘2ጀ⋡ᐥߣደ਄ᐥߩ⋧ኻ᳓ᐔᄌ૏ࠍ⸘᷹ߒ㧘㓏㜞3.4 mߢ㒰ߒߡ▚ߒ㧘ߘߩ୯ࠍ60 %ᧂḩߣߔࠆߩ߇৻⥸⊛ߢ㧘ᧄ⹜㛎૕ߩ❑ߦ㐳޿ጀ㑆ᄌᒻⷺߣߒߚ‫⸘ߩ࡞࡯ࠜ࠙ࡦ࠹࡯ࠞޕ‬᷹▎ᚲࠍ࿑3ߦ␜ߔ‫ޕ‬1ጀࠆ⸵ኈ୯߇޽ࠅ㧘㒢⇇ጀ㑆ᄌᒻⷺ 1/200㧘1/150㧘1/100╬5)⋡ᐥ߆ࠄᣇ┙ਛᄩߩ᳓ᐔᄌ૏ࠍ⸘᷹ߒߚ‫ޕ‬࿑3ߩࠟ࡜ࠬ᧼aߦߟ޿ߡ㧘

3. ታ㛎⚿ᨐᣇ┙߅ࠃ߮ή⋡ߣߩ⋧ኻᄌ૏ࠍ⸘᷹ߒߚ‫ޕ‬࿑6ߦ␜ߔࠃ߁ߦ㧘㋦⋥ߩ

3.1 ടᝄ
ታ㛎ߪ᳓ᐔ 2 ᣇะߩหᤨടᝄߢ޽ࠆ‫ޕ‬᨞᭴ߩᔕ╵୯ࠍ⴫ 2 ߦ␜ߔ‫ޕ‬ᄌ૏⸘ߢࠟ࡜ࠬ᧼ߣή⋡ߩ⋧ኻ㋦⋥ᄌ૏ࠍ㧘᳓ᐔߩᄌ૏⸘ߢࠟ࡜ࠬᗐቯᔕ╵ᄌᒻታ㛎ࠍ ‫᧲ޟ‬ㆆ࿦࿾ᵄᗐቯ‫ޠ‬㧘‫ޟ‬㣔ขᵄᗐቯ‫ߩޠ‬㗅ᐨߢታ᧼ߣᣇ┙ߩ⋧ኻ᳓ᐔᄌ૏ࠍ⸘᷹ߒߚ‫ߣ᧼ࠬ࡜ࠟޕ‬ή⋡ߩ⋧ኻ࿁ォⷺᣉߒ㧘ߘߩᓟߦ⿥ᄢᄌᒻታ㛎ࠍታᣉߒߚ‫ޕ‬ጀߩߖࠎᢿᄌᒻ߇ථ⿧ߒ㧘

Rv߅ࠃ߮ࠟ࡜ࠬ᧼ߣᣇ┙ߩ⋧ኻ࿁ォⷺRhࠍ㧘㋦⋥㧘᳓ᐔߘࠇߙࠇኻߣ
ߥࠆ⸘᷹୯ࠍ⸳⟎㑆〒㔌ߢ㒰ߒߡ᳞߼ߚ‫ߚ߹ޕ‬㧘ᣇ┙a㧘ᣇ┙bߩਛᦨᄢ୯ߪᗐቯᔕ╵ᄌᒻታ㛎ߦ߅޿ߡ 0.015 rad - 0.02 rad ࠍ㧘⿥ᄢᄌᒻᄩ㜞ߐߦ߅޿ߡ㧘᳓ᐔᣇะߩടㅦᐲࠍ⸘᷹ߒߚ‫ޕ‬ታ㛎ߦ߅޿ߡ 0.04 rad ࠍታ⃻ߒߚ‫߅ߥޕ‬㧘⿥ᄢᄌᒻታ㛎ߪ㣔ขᵄᗐቯߩ౉ജࠍၮᧄߣߒߚ‫ޕ‬1 ጀ⋡ߩ X ᣇะߦ߅ߌࠆጀ㑆ᄌᒻⷺߩᤨೞ
ᱧᵄᒻࠍ࿑ 7 ߣ࿑ 8 ߦ␜ߔ‫ޕ‬ၮᧄ⊛ߦ 1 ᰴߩ࿕᦭๟ᦼ 2.52.8 ⑽ߩ
ំࠇ߇ථ⿧ߒߚ߇㧘㣔ขᵄᗐቯߢߪ㧘2 ᰴߩ࿕᦭๟ᦼ 0.7 ⑽ߩំࠇߦ߅޿ߡᦨᄢᄌᒻ߇↢ߓߚ‫ޕ‬࿑ 8(2)ࠃࠅᦨᄢߦㄭ޿ጀ㑆ᄌᒻ߇ 2 ᣇ(a) ࠟ࡜ࠬ᧼߆ࠄή⋡┵ㇱ ㋦⋥

ะหᤨߦ↢ߓߚ᭽ሶ߇ࠊ߆ࠆ‫ޕ‬
3.2 ᗐቯᔕ╵ᄌᒻታ㛎㧔ᦨᄢጀ㑆ᄌᒻⷺ 0.02 rad㧕᧲ㆆ࿦࿾ᵄᗐቯ㧘㣔ขᵄᗐቯߩታ㛎߇ኻ⽎ߣߥࠆ‫ޕ‬ᣇ┙ a, b ߩਛᄩߢ⸘᷹ߒߚ᳓ᐔᄌ૏ࠍ㧘᷹ቯ㜞ߐ 1.7 m ߢ㒰ߒߡㇱ᧚ⷺߣߒߚ‫ޕ‬(b) ࠟ࡜ࠬ᧼߆ࠄᣇ┙┵ㇱ ᳓ᐔX ᣇะߩጀ㑆ᄌᒻߦ㧘ᣇ┙ a ߪ㕙ᄖᄌᒻߢ㧘ᣇ┙ b ߪ㕙ౝᄌᒻߢㅊ

࿑ 6 ࠟ࡜ࠬ᧼ a ߩ⸘᷹⁁ᴫ
⴫ 2 ᨞᭴ߩᔕ╵୯
2ጀ⋡ᦨᄢᄌᒻⷺ
(rad)

Xᣇะ

Yᣇะ

Xᣇะ

Yᣇะ

Xᣇะ

᧲ㆆ࿦࿾ᵄ

0.015

0.013

0.013

0.012

㣔ขᵄ

0.020

0.018

0.018

0.020

-

0.043

0.037

0.020

0.016

ታ㛎

ᗐቯᔕ╵ᄌᒻ

ᦨᄢടㅦᐲ(m/s2)1ጀ⋡ᦨᄢᄌᒻⷺ
(rad)

⿥ᄢᄌᒻ

ᦨᄢㅦᐲ
(m/s)

ᦨᄢᄌ૏
(m)

Yᣇะ

Xᣇะ

Yᣇะ

Xᣇะ

Yᣇะ

4.3

3.5

1.6

1.3

0.79

0.61

3.0

3.6

1.0

1.2

0.52

0.52

4.9

4.4

1.71.30.840.64

ᦨᄢടㅦᐲ㧘ㅦᐲ㧘ᄌ૏ߪ 2 ጀ⋡ᐥߩ୯
(rad)

(rad)

0.04

0.04

0.02

0.02

00-0.02

-0.02
(sec)

-0.04
050

100150(sec)

-0.04
0200

(1) ᧲ㆆ࿦࿾ᵄᗐቯ㧦1 ጀ⋡ X ᣇะߩጀ㑆ᄌᒻⷺ

50

100

150200(2) 㣔ขᵄᗐቯ㧦1 ጀ⋡ X ᣇะߩጀ㑆ᄌᒻⷺ

࿑ 7 ᗐቯᔕ╵ᄌᒻታ㛎
(rad)

(rad)

0.04

0.04

0.02

0.02

00-0.02

-0.02

-0.04
50

100150

Y200

(rad)

X
-0.04 -0.02(1) 1 ጀ⋡ X ᣇะߩጀ㑆ᄌᒻⷺ

0(2)
࿑ 8 ⿥ᄢᄌᒻታ㛎



2 ጀ⋡

-0.04

(sec)

01 ጀ⋡

0.02 0.04 -0.04 -0.02

00.02 0.04

ጀ㑆ᄌᒻⷺߩ XY ᣇะࠝ࡯ࡆ࠶࠻ᓥߔࠆ߇㧘ߘࠇࠄߩᤨೞᱧᵄᒻࠍ࿑ 9 ߦ␜ߔ‫ޕ‬ᣇ┙ߩㇱ᧚ⷺߪ㧘ኻ޽ࠆ‫ޕ‬L ဳ᧚ࠍ⇐߼ߡ޿ߚࡆࠬ߇ቢోߦᛮߌ಴ߡ㧘ή⋡ߦ 2 mm ⒟ᔕߔࠆጀ㑆ᄌᒻߦ߶߷৻⥌ߒߡ޿ࠆ‫ⷰޕ‬ኤߦ߅޿ߡ㧘ࠨ࠶ࠪ߿ߘߩᐲߩᶋ߈਄߇ࠅᄌᒻ߇ᱷ⇐ߒߚ‫⥸৻ޕ‬ㇱ㧘ࠦ࡯࠽࡯ㇱߣ߽ᣇ┙ߩ࿕ขࠅઃߌㇱߦ៊்ߪή߆ߞߚ‫ޕ‬ቯㇱߦ៊்ߪ⏕⹺ߐࠇߥ߆ߞߚ‫ޕ‬

࿑ 6 ߦ߅ߌࠆ(a)ߩ⸘᷹୯ࠍࠟ࡜ࠬ᧼ߣᣇ┙ߩ㋦⋥ߖࠎᢿᄌᒻ Sv㧘

Sh ߣ Sv ߩ㑐ଥ㧘Rh ߣ Rv ߩ㑐ଥࠍ࿑ 13 ߦ␜ߔ‫ޕ‬ᗐቯᔕ╵ᄌᒻታ㛎(b)ߩ⸘᷹୯ࠍࠟ࡜ࠬ᧼ߣή⋡ߩ᳓ᐔߖࠎᢿᄌᒻ Sh ߣߺߥߒߡ㧘ߘߩߣᲧセߔࠆߣ㧘ᦨᄢ୯߇߶߷ 2 ୚ߦߥߞߡ޿ࠆ‫ޕ‬Sh ߣ Sv ࠍߖࠎᢿᄌ

㑐ଥࠍ࿑ 10 (1)ߦ␜ߔ‫ޕ‬᳓ᐔ⋡࿾ߩᦨᄢ୯ߪ⚂ 9 mm㧘㋦⋥⋡࿾ߩᦨᒻ₸ߦߔࠆߣ੉ⵚ߇↢ߓߚ᳓ᐔ⋡࿾ߪ 300 %ߦ㆐ߒߡ޿ߚ‫ޕ‬㋦⋥⋡

ᄢ୯ߪ⚂ 5 mm ߢ޽ࠆ‫ᦨޕ‬ᄢߖࠎᢿᄌᒻ₸ߦ⟎឵ߔࠆߣ㧘⸵ኈ୯ߣ࿾ߪ 150 %ࠍਅ࿁ߞߡ޿ߚ‫ޕ‬

ߐࠇࠆ 60 %ࠍ⿥߃㧘᳓ᐔ⋡࿾ߢߪ 150 %ߦ㆐ߒߚ‫ߒߛߚޕ‬㧘ⷰኤߦᣇ┙ߩਛᄩߩ᳓ᐔᄌ૏߆ࠄ᳞߼ߚㇱ᧚ⷺߪ㧘ᗐቯᔕ╵ᄌᒻታ㛎ߣ߅޿ߡ㧘ࠟ࡜ࠬ᧼ߣࠨ࠶ࠪ㑆ߩࠪ࡯࡝ࡦࠣ⋡࿾ߦ⋡ⷞߢ⏕⹺ߢ߈ࠆห᭽ߦጀ㑆ᄌᒻⷺߣ߶߷৻⥌ߒߚ‫ޕ‬࿑ 14 ߦ Rh ߣ Rv ࠍ⿷ߒߚᄌᒻⷺ

៊்ߪή߆ߞߚ‫ޕ‬ߣጀ㑆ᄌᒻⷺࠍ޽ࠊߖߡ␜ߔ‫ߊࠃޕ‬ኻᔕߒߡ޿ࠆ߇㧘ጀ㑆ᄌᒻⷺ߇ࠟ࡜ࠬ᧼ߣή⋡ߩ⋧ኻ࿁ォⷺ Rv ߣࠟ࡜ࠬ᧼ߣᣇ┙ߩ⋧ኻ࿁ォⷺ

0.02 rad ࠍ⿥߃ࠆ޽ߚࠅ߆ࠄ㧘⸘▚ߒߚᄌᒻⷺ߇ਅ࿁ࠆ௑ะߦ޽ࠆ‫ޕ‬Rh ߪ߶߷Ყ଀ߩ㑐ଥߦ޽ࠆ㧔࿑ 10 (2)㧕‫ޕ‬ℂᗐ⊛ߦߪࠟ࡜ࠬ᧼ߩࠬ࡜

ⷰኤߦ߅޿ߡࠟ࡜ࠬ᧼߇ᒝߊ᜔᧤ߐࠇߚ∥〔ߪߥ߆ߞߚ‫ޕ‬ᣇ┙ߣήࠗ࠼ߦࠃࠆᣇ┙ᄌᒻⷺߣࡠ࡯࡝ࡦࠣߦࠃࠆᣇ┙ᄌᒻⷺࠍ⿷ߒวࠊ⋡ߩធวㇱߩ⁁ᴫ߆ࠄ㧘ࠟ࡜ࠬ᧼ߩࡠ࡯࡝ࡦࠣߦ઻޿ធวㇱ߇ᄌᒻߖࠆߣጀ㑆ᄌᒻⷺߦߥࠆ㧔࿑ 5-Ԛ㧕‫ޕ‬Rh ࠍࠟ࡜ࠬ᧼ߩࠬ࡜ࠗ࠼ߦࠃߒߚߎߣ߇߁߆߇߃ࠆ‫ߩ᧼ࠬ࡜ࠟޕ‬਄ߩࠢ࡝ࠕ࡜ࡦࠬ c=12 mm㧔࿑ࠆᣇ┙ᄌᒻⷺ㧘Rv ࠍࠟ࡜ࠬ᧼ߩࡠ࡯࡝ࡦࠣߦࠃࠆᣇ┙ᄌᒻⷺߣߺߥ

5 ࠍෳᾖ㧕ߣ Rv ߩᦨᄢ୯ 5 mm ࠍᲧセߔࠇ߫㧘ࠟ࡜ࠬ᧼߇ή⋡ߦធߒߡ㧘ߎߩᚻ㗅߆ࠄ⸘▚ߒߚᄌᒻⷺࠍ࿑ 11 ߦ␜ߔ‫ࠆࠃߦ▚⸘ޕ‬ᄌᒻ⸅ߔࠆ೨ߦ㧘⋡࿾ࠍㅢߒߡή⋡ࠍ᛼ߒ਄ߍᆎ߼ߚߣ⠨߃ࠄࠇࠆ‫ޕ‬ⷺߪ㧘ጀ㑆ᄌᒻⷺߣࠃߊኻᔕߒߡ޿ࠆ‫ޕ‬ᦨᓟߦ㧘ᄢᄌᒻᤨߩᣇ┙ߩᔕ╵ടㅦᐲߦߟ޿ߡㅀߴࠆ‫ޕ‬㛽⚵ߪ X

3.3 ⿥ᄢᄌᒻታ㛎㧔ᦨᄢጀ㑆ᄌᒻⷺ 0.04 rad㧕ᣇะߣ Y ᣇะߣ߽ߦ⚂ 0.4 g ߩᐥടㅦᐲࠍฃߌߚ‫ޕ‬ᣇ┙ਛᄩߦ߅޿

ᦨᄢጀ㑆ᄌᒻⷺ 0.04 rad ࠍⵍߞߚ 1 ጀ⋡ߩታ㛎ᓟߩ⁁ᴫࠍ࿑ 12 ߦߡ⸘᷹ߐࠇߚടㅦᐲߩᤨೞᱧᵄᒻࠍ࿑ 15 ߦ␜ߔ‫ޕ‬ᣇ┙ߩਛᄩㇱߦ␜ߔ‫ޕ‬࿑ 12 (1)ߪ㧘ࠟ࡜ࠬ᧼ߣࠨ࠶ࠪ㑆ߩࠪ࡯࡝ࡦࠣ⋡࿾ߩ⁁ᴫߢ߅ߌࠆടㅦᐲߪ㧘㕙ᄖᣇะ㧘㕙ౝᣇะߣ߽ߦᐥടㅦᐲࠍ✢ᒻ⵬㑆ߒ޽ࠆ‫ޕ‬᏷߇ 6 mm ߣ 8 mm ߩ᳓ᐔ⋡࿾ߦ੉ⵚ߇↢ߓߚ‫ޕ‬㋦⋥⋡࿾ߦߚ߽ߩߣ৻⥌ߒ㧘ᣇ┙ߩടㅦᐲ߇Ⴧ᏷ߐࠇࠆࠃ߁ߥ⃻⽎ߪ⷗ࠄࠇߥߪ੉ⵚ߇↢ߓߥ߆ߞߚ‫ޕ‬࿑ 12 (2)ߪ㧘ᣇ┙ߣή⋡ߩធวㇱߩ⁁ᴫߢ߆ߞߚ‫ޕ‬ጀ㑆ᄌᒻⷺ X ᣇะ(rad)ᣇ┙ a 㕙ᄖㇱ᧚ⷺ

0.02

ᣇ┙ b 㕙ౝㇱ᧚ⷺ

0.01

00-0.01

-0.01

25

30

3540

455055ᣇ┙ b 㕙ౝㇱ᧚ⷺ

-0.02(sec)20ᣇ┙ a 㕙ᄖㇱ᧚ⷺ

0.02

0.01

-0.02

ጀ㑆ᄌᒻⷺ X ᣇะ(rad)60(sec)101520(1) ᧲ㆆ࿦࿾ᵄᗐቯ

2530

3540

4550(2) 㣔ขᵄᗐቯ࿑ 9 ᗐቯᔕ╵ᄌᒻታ㛎㧦ᣇ┙ਛᄩߦ߅ߌࠆㇱ᧚ⷺSv (mm) ㋦⋥⋡࿾

Rv (rad) ࡠ࡯࡝ࡦࠣ

10864
20-2-4-6-8-10-10-8 -6 -4 -2 0 2 4 6 8 10᳓ᐔ⋡࿾ Sh (mm)0.01(1) ⋡࿾ߩߖࠎᢿᄌ૏

(rad)ጀ㑆ᄌᒻⷺ Y ᣇะ0.02

ࠟ࡜ࠬ᧼ a ߣࠨ࠶ࠪ

0.005
0.01
00-0.005

-0.01

-0.01
-0.01 -0.005

00.005 0.01

ࠬ࡜ࠗ࠼ Rh (rad)(2) ࿁ォⷺ࿑ 10 ࠟ࡜ࠬ᧼ߣᣇ┙࡮ή⋡ߩ⋧ኻᄌ૏㧔㣔ขᵄᗐቯ㧕

(sec)

-0.02
10

15

20

25

30

35

404550࿑ 11 ࠟ࡜ࠬ᧼ߣࠨ࠶ࠪߩ⋧ኻᄌᒻⷺ㧔㣔ขᵄᗐቯ㧕

Sv (mm) ㋦⋥⋡࿾

Rv (rad) ࡠ࡯࡝ࡦࠣ20⋡࿾᏷ 6mm

ή⋡

0.02

15
100.015ᄖ஥ਅߩ᳓ᐔ⋡࿾

00-5-10-0.01-15⋡࿾᏷ 8mmౝ஥ਅߩ᳓ᐔ⋡࿾⋡࿾ฃߌ L ဳ᧚-20-20-15-10 -5 0 5 10 15 20᳓ᐔ⋡࿾ Sh (mm)(1) ࠪ࡯࡝ࡦࠣ(2) ᣇ┙ߣή⋡ߩធวㇱ(1) ⋡࿾ߩߖࠎᢿᄌ૏

ᣇ┙

0.04

ࠟ࡜ࠬ᧼ a ߣࠨ࠶ࠪ200-0.02-215202530354045

ᐥടㅦᐲ⵬㑆 Y ᣇะᣇ┙ a ਛᄩ㕙ౝടㅦᐲᣇ┙ b ਛᄩ㕙ᄖടㅦᐲ-4(sec)10(2) ࿁ォⷺ

40.02

-0.0450(sec)

10

࿑ 14 ࠟ࡜ࠬ᧼ߣࠨ࠶ࠪߩ⋧ኻᄌᒻⷺ㧔⿥ᄢᄌᒻታ㛎㧕
4. ߹ߣ߼

0.01 0.02

ࠬ࡜ࠗ࠼ Rh (rad)(m/s2)

ጀ㑆ᄌᒻⷺ Y ᣇะ0࿑ 13 ࠟ࡜ࠬ᧼ߣᣇ┙࡮ή⋡ߩ⋧ኻᄌ૏㧔⿥ᄢᄌᒻታ㛎㧕

࿑ 12 ⿥ᄢᄌᒻታ㛎㧔ᦨᄢጀ㑆ᄌᒻⷺ 0.04 rad㧕ᓟߩ⁁ᴫ
(rad)

-0.02
-0.02 -0.01

15

2025

30

35404550

࿑ 15 ᣇ┙ߩᔕ╵ടㅦᐲ㧔⿥ᄢᄌᒻታ㛎㧕␠ᛛⴚᧄㇱߦᛛⴚ⊛ߥᡰេࠍ޿ߚߛ߈߹ߒߚ‫ޕ‬‫ޟ‬E-࠺ࠖࡈࠚࡦࠬࠍᵴᧄታ㛎ߢߪ㧘ᄢⷙᮨ䈭᨞᭴䈮⿥㜞ጀᑪ‛䉕ᮨᡆ䈚䈢࿾㔡ᔕ╵䉕ਈ䈋䋬↪ߒߚᷫἴኻ╷ផㅴᆔຬળ㧔ጟ↰ᕡ↵ᆔຬ㐳㧕‫ߩޠ‬ᆔຬฦ૏߆ࠄ⾆㊀ขࠅઃߊࡔ࠲࡞ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩ⠴㔡ᕈࠍᬌ⸽ߒߚ‫ޕ‬ታ㛎ߪ‫ޟ‬ᗐߥߏഥ⸒ࠍ޿ߚߛ߈߹ߒߚ‫ߡߒ⸥ߦߎߎޕ‬ᷓ޿ᗵ⻢ߩᗧࠍ⴫ߒ߹ߔ‫ޕ‬ቯᔕ╵ᄌᒻߣ૏⟎ߠߌߚᦨᄢጀ㑆ᄌᒻⷺ 0.02 rad‫⿥ޟߣޠ‬ᄢᄌᒻߣ૏⟎ߠߌߚᦨᄢጀ㑆ᄌᒻⷺ 0.04rad‫ࠍޠ‬ਈ߃ࠆ 2 Ბ㓏ߢታᣉߒߚ‫ޕ‬ෳ⠨ᢥ₂޿ߕࠇߩ႐ว߽㧘ᣇ┙ߩㇱ᧚ⷺߪ᨞᭴ߩጀ㑆ᄌᒻⷺߣ߶߷৻⥌ߒߚ‫ޕ‬䉧䊤䉴᧼䈫ᣇ┙䋬䉧䊤䉴᧼䈫ή⋡䈱⋧ኻᄌ૏䈮䉋䈦䈩▚಴䈘䉏䈢⋧ኻᄌᒻⷺ䈲䋬ጀ㑆ᄌᒻⷺߣ䉋䈒ኻᔕ䈚䈢䇯ᗐቯᔕ╵ᄌᒻታ㛎ߢߪ㧘ࠪ࡯࡝ࡦࠣ⋡࿾ߩߖࠎᢿᄌᒻ₸߇ 150 %ߦ㆐ߒߚ߇㧘⵬ୃࠍᔅⷐߣߔࠆ៊்ߪ↢ߓߥ߆ߞߚ‫⿥ޕ‬ᄢᄌᒻታ㛎ߢߪ㧘ᣇ┙ߣή⋡ߩធวㇱߦᄌᒻ߇↢ߓ㧘ࠟ࡜ࠬ᧼߇ᒝߊ᜔᧤ߐࠇࠆߎߣߪߥ߆ߞߚ‫ޕ‬᳓ᐔ⋡࿾ߪߖ1) ၔᚭผ㇢㧘⮮⼱⑲㓶㧘ᄢ⷏৻ཅ㧘㐳ᳯᜏ਽㧘᫃ේᶈ৻㧘⑔ጊ࿡ᄦ㧘ਛፉᱜᗲ㧦౓ᐶ⋵ߣ㒐ἴ⑼ቇᛛⴚ⎇ⓥᚲߩ౒ห⎇ⓥ᭎ⷐ࡮⎇ⓥ⋡⊛࡮ታ㛎᭎ⷐ 㜞ጀᑪ‛ߩ㕖᭴ㅧㇱ᧚࡮ኅౕੲེߦ㑐ߔࠆ E-࠺ࠖࡈࠚࡦࠬᝄേታ㛎 - ߘߩ1㧘ᣣᧄᑪ▽ቇળᄢળቇⴚ⻠Ṷ᪪᭎㓸㧘B-2㧘pp.551-552㧘20072) 㐳ᳯᜏ਽㧘᫃ේᶈ৻㧘⮮⼱⑲㓶㧘⑔ጊ࿡ᄦ㧘Ꮉㄝ⑲ᙗ㧘ᄢ⷏৻ཅ㧘ၔᚭผ㇢㧘ਛፉᱜᗲ㧦ኅౕ߅ࠃ߮㕖᭴ㅧㇱ᧚ߦ⌕⋡ߔࠆ㜞ጀᑪ‛ߩ࿾㔡ᔕ╵ౣ⃻ታ㛎㧘ᣣᧄᑪ▽ቇળ᭴ㅧ♽⺰ᢥ㓸㧘NO.628㧘pp.1007-1014㧘2008.63) ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ᕈ⢻ၮḰ㧘␠࿅ᴺੱࠞ࡯࠹ࡦ࠙ࠜ࡯࡞࡮㒐Ἣ㐿ญㇱදળ㧘2003ࠎᢿᄌᒻ₸߇ 300 %ߦ㆐ߒ੉ⵚ߇↢ߓߚ߇㧘㋦⋥⋡࿾ߪߖࠎᢿᄌᒻ4) ᑪ▽Ꮏ੐⋙ℂᜰ㊎ ᐔᚑ 16 ᐕ₸߇ 150 %ࠍਅ࿁ࠅ੉ⵚߪ↢ߓߥ߆ߞߚ‫ޕ‬ᣇ┙ߩടㅦᐲ߇Ⴧ᏷ߐࠇ5) ᷡኅ೰㧦ࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩᕈ⢻⸳⸘ߩᄌㆫ㧘ᣣᧄᑪ▽ቇળᄢળቇⴚ⻠Ṷࠆߎߣߪߥ߆ߞߚ‫ᧄޕ‬ታ㛎ߦ߅޿ߡࠞ࡯࠹ࡦ࠙ࠜ࡯࡞ߩ⣕⪭ߩෂ㒾ᕈߪ⹺߼ࠄࠇߥ߆ߞߚ‫ޕ‬ߚߛߒ㧘㐿ญߩᄢ߈ߐߥߤߦࠃࠅή⋡ߩኸᴺߥߤߪᄌൻߒ㧘ធวㇱߩᒝᐲ߽⇣ߥࠆ‫ޕ‬Ᏹߦᧄታ㛎ߩࠃ߁ߦᣇ┙ߣή⋡ߩធวㇱ߇ᄌᒻߒ㧘ࠟ࡜ࠬ᧼ߩ⎕៊ࠍ㒐ߋߣߪ㒢ࠄߥ޿‫ޕ‬୘‫᧦ߩޘ‬ઙߦኻߔࠆᬌ⸛ߣታ㛎ߦࠃࠆ⏕⹺߇㊀ⷐߢ޽ࠆ‫ޕ‬㧔ਅᏎ㧕 ࿖࿯੤ㅢ⋭ᄢ⤿ቭᚱቭᐡ༡❲ㇱ⋙ୃ㧘␠࿅ᴺੱ౏౒ᑪ▽දળ
᪪᭎㓸㧘A-1㧘pp.1079-1082㧘20056) 㕖᭴ㅧㇱ᧚ߩ⠴㔡⸳⸘ᣉᎿᜰ㊎࡮ห⸃⺑߅ࠃ߮⠴㔡⸳⸘ᣉᎿⷐ㗔㧘ᣣᧄᑪ▽ቇળ㧘2003.
7) ␠ ࿯ᧁቇળ䋬 ␠ ᣣᧄᑪ▽ቇળ䋺ᶏḴဳᏂᄢ࿾㔡䈮䉋䉎㐳๟ᦼ࿾㔡േ䈫࿯ᧁ䍃ᑪ▽᭴ㅧ‛䈱⠴㔡ᕈะ਄䈮㑐䈜䉎౒หឭ⸒䋬2006. 118) ⮮⼱⑲㓶㧘Ꮉㄝ⑲ᙗ㧘㐳ᳯᜏ਽㧘⑔ጊ࿡ᄦ㧘᫃ේᶈ৻㧘ਛፉᱜᗲ㧘ၔᚭผ㇢㧦ᗐቯධᶏ࿾㔡ᤨߩ␹ᚭᏒ᧲ㆆ࿦࿾ߦ߅ߌࠆᒝ㔡േ੍᷹ߣᣢᓔ᷹ⷰ⸥㍳ߣߩᲧセ 㜞ጀᑪ‛ߩ㕖᭴ㅧㇱ᧚㨯ኅౕੲེߦ㑐ߔࠆ E-࠺ࠖࡈࠚࡦࠬᝄേታ㛎 ߘߩ 2㧘ᣣᧄᑪ▽ቇળᄢળቇⴚ⻠Ṷ᪪᭎㓸㧘B-2㧘pp.553-554㧘20079) 㐳ᳯᜏ਽㧘⑔ጊ࿡ᄦ㧘⮮⼱⑲㓶㧘᫃ේᶈ৻㧘ਛፉᱜᗲ㧦30 㓏ᑪ‛ߩᐥᔕ╵⻢ㄉᧄታ㛎ߢߪ㧘␠࿅ᴺੱࠞ࡯࠹ࡦ࠙ࠜ࡯࡞࡮㒐Ἣ㐿ญㇱදળ㧘߅ࠃ߮᧼⎣ሶදળߦᄙᄢߥߏදജࠍ޿ߚߛ߈߹ߒߚ‫ޕ‬ਇੑࠨ࠶ࠪᩣᑼળߣᔕ╵ᄌᒻߦ㑐ߔࠆᤨೞᱧ࿾㔡ᔕ╵⸃ᨆ 㜞ጀᑪ‛ߩ㕖᭴ㅧㇱ᧚㨯ኅౕੲེߦ㑐ߔࠆ E-࠺ࠖࡈࠚࡦࠬᝄേታ㛎 ߘߩ 3㧘ᣣᧄᑪ▽ቇળᄢળቇⴚ⻠Ṷ
᪪᭎㓸㧘B-2㧘pp.555-556㧘200710) ታ㛎ᤋ௝ߩ౉ᚻవ ψ http://www.bosai.go.jp/hyogo/movie.html［2009 年 10 月 11 日原稿受理2010 年 1 月 8 日採用決定］