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月面基地を守る「ルナー・テキスタイル工法」の実験的検証

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ࢫࢱ࢖ࣝ㸦⧊≀㸧࡛ໟࡳ㎸ࢇࡔࠕᅵࡢ࠺ࠖࢆ✚ࡳୖࡆࡿࠋࡇࡢᕤἲ࡟ࡼࡗ࡚㸪ࣜࢫࢡࡢ኱ࡁ࠸᭷ேᏱᐂసᴗࢆ᭱ᑠ㝈࡟࡜࡝ࡵ࡞ ࡀࡽ㸪᭶㠃ᇶᆅࡢ⤒῭ⓗ࡞ᘓタࡀྍ⬟࡟࡞ࡿࠋᆅୖ࡟࠾࠸࡚ࡶ㸪㢼Ỉ⅏ᐖᑐ⟇ࡸ᭷ᐖ≀㉁ฎ⌮࡬ࡢά⏝ࡀᮇᚅࡉࢀࡿࠋⴭ⪅ࡽࡣ ࡇࡢᕤἲ࡟ࡘ࠸࡚ᐇ㦂ⓗ࡞᳨ドࢆ⾜ࡗࡓࠋࡲࡎ᧦ቨ࡟ᚲせ࡞ᙧ≧ࢆ᫂ࡽ࠿࡟ࡍࡿࡓࡵ㸪ᅵࡢ࠺✚ᒙయࡢ㟼ຊᏛࣔࢹࣝࢆゎᯒࡋ㸪 ᭶ࡢᶍᨃ◁ࢆ౑ࡗࡓ1/40 ࢫࢣ࣮ࣝࡢ㐲ᚰᶍᆺᐇ㦂࡟ࡼࡾ☜ㄆࡋࡓࠋḟ࡟ࡑࡢ⤖ᯝ࡟ᇶ࡙࠸࡚ᅵࡢ࠺⿄࠾ࡼࡧࣟ࣎ࢵࢺࢆタィࡋ㸪 1/10 ࢫࢣ࣮ࣝヨసᶵࢆ⏝࠸ࡓᅵࡢ࠺඘ሸ⋡ࡢホ౯ᐇ㦂ࢆ⾜ࡗࡓࠋࡇࢀࡽࡢ᳨ド࡟ࡼࡾ㸪ᥦ᱌ᕤἲࡢ᭷ຠᛶࡀᐇ㦂ⓗ࡟☜ㄆࡉࢀࡓࠋ 㺕㺎㺺㺎㺢㺼㸸  ᭶㠃ᇶᆅ㸪↓ே໬᪋ᕤ㸪ᅵࡢ࠺᧦ቨ㸪㐲ᚰᶍᆺᐇ㦂㸪ໟ⿦ᶵᲔ ┠ ḟ㸸  ⫼ᬒ࡜┠ⓗ                     ᅵࡢ࠺✚ᒙࡢࡓࡵࡢ᪼㝆⿦⨨タィ      ࣝࢼ࣮࣭ࢸ࢟ࢫࢱ࢖ࣝᕤἲ              ᅵࡢ࠺〇㐀⿦⨨ࡢタィ࡜ホ౯      ᅵࡢ࠺✚ᒙయࡢᏳᐃᙧ≧タィ             ࡲ࡜ࡵ      Ᏻᐃᛶ᳨ドࡢࡓࡵࡢ㐲ᚰᶍᆺᐇ㦂  ⫼ᬒ࡜┠ⓗ ᭶㠃㛤Ⓨࢆຠ⋡ⓗ࡟⾜࠺ࡓࡵ࡟ࡣ㸪᭶㠃࡟ேࡀᅾ ࡍࡿࡓࡵࡢᣐⅬࡀᚲせ࡟࡞ࡿࠋ࡜ࡇࢁࡀ᭶㠃࡛ࡣ㸪᫨ ኪࡢ ᗘᕪ㸪Ᏹᐂᨺᑕ⥺㸪㞳╔㝣࡟క࠺ࢧࣥࢻࣈࣛࢫ ࢺ㸪㝹▼࡞࡝ᵝࠎ࡞⬣ጾࡀᏑᅾࡍࡿࠋᣐⅬࡢࠕᇙタࠖ ࡟ࡼࡗ࡚ࡇࢀࡽࡢ⬣ጾ࠿ࡽேࡸᶵᮦࢆᏲࡿࡇ࡜ࡀ࡛ࡁ ࡿࠋ᭶㠃ࡢࡼ࠺࡞ᴟ㝈⎔ቃ࡟࠾࠸࡚ᇙタసᴗࢆຠ⋡ⓗ ࡟⾜࠺ࡓࡵ࡟ࡣᘓタࣟ࣎ࢵࢺᢏ⾡ࡀ୙ྍḞ࡛࠶ࡿࠋ᭶ 㠃᥈ᰝࣟ࣎ࢵࢺ࡟ࡘ࠸࡚ࡣከࡃࡢ◊✲ࡀ࡞ࡉࢀ࡚࠸ࡿ ࡀ㸪ᇙタࡢࡼ࠺࡞㔜సᴗࢆ᭶㠃࡛⾜࠺ࣟ࣎ࢵࢺ࡟ࡘ࠸ ࡚ࡣ◊✲ࡀ࡯࡜ࢇ࡝㐍ࢇ࡛࠸࡞࠸ࠋᇙタᕤἲࡑࡢࡶࡢ ࡟ࡘ࠸࡚ࡣ࠸ࡃࡘ࠿ࡢ࢔࢖ࢹ࢔ࡀᥦ᱌ࡉࢀ࡚࠸ࡿࡶࡢ ࡢ㸪ලయⓗ࡞᳨ドࡣ୙㊊ࡋ࡚࠸ࡿࠋ ࡇࡢࡼ࠺࡞⫼ᬒࡢࡶ࡜㸪ᙜ♫࡛ࡣ᭶㠃ᣐⅬࡢᇙタ࡟ 㐺ࡋࡓࣟ࣎ࢵࢺᕤἲࢆᥦ᱌ࡋ࡚࠸ࡿ㸯㸧ࠋࡇࡢᕤἲ࡛ࡣ ᣐⅬࡢ࿘ᅖ࡟ᅵࡢ࠺✚ᒙయࢆᘓタࡋ㸪ࡇࢀࢆ⏝࠸࡚ᇙ タࢆ⾜࠺ࠋᮏ✏࡛ࡣ㸪ࡇࡢᕤἲ࡟࠾࠸࡚᭱ࡶࢡࣜࢸ࢕ ࢝ࣝ࡞せ⣲࡛࠶ࡿࠕᅵࡢ࠺ࠖ࡟↔Ⅼࢆ࠶࡚㸪ᅵᅽゎᯒ ࡟ᇶ࡙࠸ࡓᇶᮏタィ࡜㸪ᶍᆺᐇ㦂࡟ࡼࡿጇᙜᛶホ౯ࢆ ⾜࠺ࠋࡲࡎᅵࡢ࠺࡟ᚲせ࡞ᙧ≧ࢆぢᴟࡵࡿࡓࡵ㟼ຊᏛ ࣔࢹࣝࢆゎᯒࡋ㸪㐲ᚰᶍᆺᐇ㦂࡟ࡼࡾ☜ㄆࡍࡿࠋࡑࡋ ࡚せồࡉࢀࡿᙧ≧ࡢᅵࡢ࠺ࢆ↓ே〇㐀ࡍࡿ⿦⨨ࢆタィ ࡋ㸪1/10 ࢫࢣ࣮ࣝヨసᶵ࡟ࡼࡿᛶ⬟☜ㄆࢆ⾜࠺ࠋࡇࢀ ࡽࡢ᳨ウ࡟ࡼࡾ㸪ᥦ᱌ࢩࢫࢸ࣒ࡢᇶᮏタィ࡟ࡘ࠸࡚ጇ ᙜᛶࢆ☜ㄆࡍࡿࠋ  ࣝࢼ࣮࣭ࢸ࢟ࢫࢱ࢖ࣝᕤἲ ᭶㠃ᣐⅬࡢᇙタᕤἲࡣ㸪ᅗ㸯࡟ᣲࡆࡿ㸴✀㢮ࡀ⪃࠼ ࡽࢀࡿࠋᅗ୰ࡢ㸯ࡣᅵ㸪㸰ࡣᨭᣢࣇ࣮࣒ࣞࢆ♧ࡍࠋᕤ ἲ a1) ࡣᣐⅬ࡟ᅵࢆ┤᥋࠿ࡪࡏࡿ᭱ࡶ༢⣧࡞ᕤἲ࡛࠶ ࡿࠋ᭱㡬㒊ࢆ༑ศ࡟そᅵࡍࡿࡓࡵ࡟㠀ᖖ࡟ከࡃࡢᅵࢆ ཰㞟࣭ᥭ㔜ࡍࡿᚲせࡀ࠶ࡿࠋᕤἲ b1), b2) ࡛ࡣᆅ┙ࢆ ᥀๐ࡍࡿࡇ࡜࡛ᥭ㔜㧗ࡉࢆ┦ᑐⓗ࡟ᑠࡉࡃࡍࡿࠋࡋ࠿ ࡋ᭶㠃ࡣ◁₍ࡢࡼ࠺࡟஝⇱ࡋࡓ⣽࠿࠸◁࡛そࢃࢀ࡚࠾ ࡾ㸪᥀๐ࡀᅔ㞴࡛࠶ࡿࠋ㔜ຊࡀᑠࡉ࠸ࡓࡵ㸪᥀๐ຊࡢ ☜ಖࡶ㞴ࡋ࠸ࠋࢡ࣮ࣞࢱ࡞࡝ࡢ⮬↛ᆅᙧࢆ฼⏝ࡍࡿሙ ྜ㸪ᣐⅬࡢᘓタᆅࡀไ㝈ࡉࢀࡿࠋᕤἲ a2) ࡛ࡣᣐⅬ࿘ ᅖ࡟ᨭᣢࣇ࣮࣒ࣞࢆᵓ⠏ࡋࡓᚋ࡟そᅵࡍࡿࡇ࡜࡛㸪ᇙ タࡢᚲせᅵ㔞ࢆῶࡽࡋ࡚࠸ࡿ㸰㸧㸪㸱㸧ࠋᕤἲb3) ࡣ᥀๐࡜ ᨭᣢࣇ࣮࣒ࣞࢆే⏝ࡍࡿ᪉ἲ㸲㸧࡛࠶ࡿࠋࡋ࠿ࡋᨭᣢࣇ ࣓࢝ࢺࣟࢢ࣮ࣝࣉ  ᢏ⾡◊✲ᡤ ᅗ  ᭶㠃ᣐⅬᇙタᕤἲ 㸦1: ᅵ◁, 2: ᨭᣢࣇ࣮࣒ࣞ, 3: ᅵࡢ࠺㸧 65 * メカトログループ ** 技術研究所

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࣮࣒ࣞࡣᆅ⌫࠿ࡽ㐠ᦙࡋ࡞ࡅࢀࡤ࡞ࡽ࡞࠸ࡓࡵ㸪᪋ᕤ ຠ⋡࡟㝈⏺ࡀ⏕ࡌࡿࠋᕤἲ a3) ࡣ᥀๐ࡶᨭᣢࣇ࣮࣒ࣞ ࡶ⏝࠸ࡎ㸪ᅵࡢ࠺ࢆ✚ᒙࡋ࡚᧦ቨࢆᵓ⠏ࡍࡿࡇ࡜࡛ᚲ せᅵ㔞ࢆᑡ࡞ࡃࡍࡿ㸯㸧ࠋⴭ⪅ࡽࡣᇙタࡢࡓࡵࡢ㈨ᮦࡸ ᆅ┙᥀๐ࢆ࡯࡜ࢇ࡝ᚲせ࡜ࡋ࡞࠸ࡇࡢᕤἲࡀ᭱ࡶᐇ⌧ ᛶࡀ㧗࠸࡜⪃࠼㸪ࡇࢀࢆᐇ⌧ࡍࡿࣟ࣎ࢵࢺᕤἲ࡜ࡋ࡚ ࠕࣝࢼ࣮࣭ࢸ࢟ࢫࢱ࢖ࣝᕤἲࠖࢆ㛤Ⓨࡋ࡚࠸ࡿࠋ ࡇࡢᕤἲࡢ฼Ⅼࡣ1) ༢⣧సᴗࡢ⧞ࡾ㏉ࡋ࡛࠶ࡿࡓࡵ ࣟ࣎ࢵࢺ໬ࡀẚ㍑ⓗᐜ࡛᫆࠶ࡿࡇ࡜㸪2) ᚲせ㈨ᮦࡀ㍍ 㔞࠿ࡘᑡ࡞࠸ࡓࡵᆅ⌫࠿ࡽࡢ㐠ᦙࢥࢫࢺࢆపῶ࡛ࡁࡿ ࡇ࡜㸪3) ᆅ┙ࡢ῝࠸᥀๐ࡀ୙せ࡛࠶ࡾᢏ⾡ⓗ㞀ቨࡀᑠ ࡉ࠸ࡇ࡜㸪࡛࠶ࡿࠋࡋࡓࡀࡗ࡚ᚑ᮶ᥦ᱌ࡉࢀ࡚࠸ࡿᇙ タᕤἲ࡟ẚ࡭㸪Ᏻ඲࠿ࡘ⤒῭ⓗ࡞ᇙタࡀྍ⬟࡜࡞ࡿࠋ ᅗ  ࡣᥦ᱌ࡍࡿ᪋ᕤࣟ࣎ࢵࢺࡢᴫᛕᅗ࡛࠶ࡿࠋࣟ࣎ ࢵࢺࡣ⬗య㒊࡜⬮㒊࠿ࡽᵓᡂࡉࢀࡿࠋ⬗య㒊ࡣᅵࡢ࠺ 〇㐀ᶵ⬟ࢆᢸ࠸㸪A) ᅵࡢ࠺⿄ࡢᕳ≀㸪B) ◁㈓ⶶ⿦⨨㸪 C) ◁౪⤥⿦⨨㸪D) ◁Ვໟ⿦⨨㸪E) ᅵࡢ࠺᤼ฟ⿦⨨ࢆ ᭷ࡍࡿࠋ⬮㒊ࡣᅵࡢ࠺✚ᒙᶵ⬟ࢆᢸ࠸㸪F) ㉮⾜⿦⨨㸪 G) ᪼㝆⿦⨨ࢆ᭷ࡍࡿࠋ᪼㝆⿦⨨ࡣ╔㝣ᶵ࠿ࡽࣟ࣎ࢵࢺ ࢆ㝆ࢁࡍࡓࡵ࡟ࡶව⏝ࡉࢀࡿ㸦ᅗ  ୗ㸧ࠋ╔㝣ᶵ࡟タࡅ ࡽࢀࡓࢫࣛ࢖ࢲ࡛ࣟ࣎ࢵࢺࢆᙇฟࡋࡓᚋ㸪᪼㝆⿦⨨ࢆ ఙࡤࡍࡇ࡜࡟ࡼࡾⲴ㝆ࢁࡋࡀ᏶஢ࡍࡿࠋ ࡇࡢᵓᡂ࡟ࡼࡾ㸪ᅗ  ࡢࡼ࠺࡞ᡭ㡰࡛ᣐⅬᇙタࡀྍ ⬟࡜࡞ࡿࠋ1) ᪋ᕤࣟ࣎ࢵࢺࡣᆅ┙ࢆ࠶ࡿ⛬ᗘᩚᆅࡍࡿࠋ ᇙタ࡟ᚲせ࡞ᅵࡣ㸪ࢻ࣮ࢨࢱ࢖ࣉࡢ⛣ືࣟ࣎ࢵࢺ⩌࡟ ࡼࡗ࡚࿘㎶࠿ࡽ㞟ࡵࡽࢀࡿ㸦ᅗ 㸧ࠋ2) 㞟ࡵࡽࢀࡓᅵࢆ ᪋ᕤࣟ࣎ࢵࢺ⬗యෆ㒊࡟ഛ࠼ࡓ⧄⥔ࢩ࣮ࢺ࡛ໟࡳ㸪ᅵ ࡢ࠺ࢆᵓ⠏ࡍࡿࠋ3) ࡑࢀࢆᆶ┤࡟✚ࡳ࠶ࡆࡿࡇ࡜࡛㸪 ᧦ቨࢆᘓタࡍࡿࠋ4) ࡇࡢ᧦ቨࢆ」ᩘᘓタࡋ࡚ᣐⅬࢆᅖ ࠺㸦ᅗ 㸧ࠋ5) ࡑࡢୖ࠿ࡽᅵࢆ࠿ࡪࡏࡿࠋ6) ᣐⅬࡀ㟢 ฟ࡞ࡃᇙタࡉࢀࡓࡇ࡜ࢆ☜ㄆࡍࡿࠋ    ᅵࡢ࠺✚ᒙయࡢᏳᐃᙧ≧タィ ᥦ᱌ᕤἲ࡟࠾࠸࡚᭱ࡶ᳨ウࡍ࡭ࡁⅬࡢࡦ࡜ࡘࡣ㸪✚ ᒙࡋࡓᅵࡢ࠺ࡢ㌿ಽ࡜⁥ື࡛࠶ࡿࠋᆅୖ࡟࠾࠸࡚ࡣ୍ ⯡ⓗ࡟㸪ᅵࡢ࠺✚ᒙయࡢ⾲㠃ࢆᨭᣢࣇ࣮࣒ࣞࡸࢥࣥࢡ ࣮ࣜࢺ࡛⿵ᙉࡍࡿࠋࡋ࠿ࡋึᮇࡢ᭶㠃㛤Ⓨ࡛ࡣࡇࢀࡽ ࡢ౑⏝ࡀᅔ㞴࡛࠶ࡿࡓࡵ㸪⿵ᙉ↓ࡋ࡛Ᏻᐃࡉࡏࡿࡇ࡜ ࡀᮃࡲࡋ࠸ࠋᮏ⠇࡛ࡣ㸪ᅵࡢ࠺✚ᒙయࡢ㒊ศⓗ࡞㌿ ಽ࣭⁥ື࡟ᑐࡍࡿ㟼ຊᏛⓗ࡞Ᏻᐃᛶゎᯒ࡟ࡘ࠸࡚㏙࡭ ࡿࠋࡇࡢ⤖ᯝ࡟ᇶ࡙ࡁ㸪ᥦ᱌ࡍࡿࣟ࣎ࢵࢺࡢసᴗᑐ㇟ ≀࡛࠶ࡿᅵࡢ࠺✚ᒙయࡢᙧ≧ࢆỴᐃࡍࡿࠋ  ㌿ಽ࡜⁥ື࡟ᑐࡍࡿᏳᐃゎᯒ ᮏゎᯒ࡛ࡣ㸪ᅵࡢ࠺✚ᒙయࢆᅗ  ࡢࡼ࠺࡞㸰ḟඖ᩿ 㠃࡛ࣔࢹࣝ໬ࡍࡿࠋ✚ᒙయࡢእᙧࡣ㸪㧗ࡉ H㸪ᖜ B㸪 ⣬㠃ዟ⾜ࡁ᪉ྥࡢ㛗ࡉ L ࡜ࡍࡿࠋ᭶㠃ࡢ㔜ຊ g ࡣᆅ⌫ ୖࡢ 1/6 ࡜ࡍࡿࠋ✚ᒙయࡀཷࡅࡿ୺ാᅵᅽ PA ࡣ㸪 ᅗ  ࢻ࣮ࢨࢱ࢖ࣉࡢᅵ◁౪⤥ࣟ࣎ࢵࢺ ᅗ  ᅵࡢ࠺᧦ቨ࡛ᅖࢃࢀࡓ᭶㠃ᣐⅬ ᅗ  ᅵࡢ࠺᧦ቨᘓタࣟ࣎ࢵࢺࡢ࢖࣓࣮ࢪ ᅗ  ࣟ࣎ࢵࢺ࡟ࡼࡿ᭶㠃ᣐⅬࡢᇙタᕤ஦ᡭ㡰

(3)

Coulomb ࡢࡃࡉࡧ⌮ㄽ࡟ᇶ࡙࠸࡚ᘧ(1)࡛ồࡵࡽࢀࡿࠋ c ࡣ⢓╔ຊ㸪ȭࡣෆ㒊ᦶ᧿ゅ㸪KA ࡣ୺ാᅵᅽಀᩘ㸪HZ ࡣಽቯࡋࡓᅵࡢ࠺ࡢ㧗ࡉ㸪Țࡣ⿬㎸ᅵࡢ࠿ࡉᐦᗘ㸪ȚS ࡣᅵࡢ࠺ࡢ࠿ࡉᐦᗘ࡛࠶ࡿࠋ୺ືᅵᅽ࡟ࡼࡿ㌿ಽࡸ⁥ ື࡟ᑐࡍࡿᏳ඲⋡ࢆ FS࡜ࡍࡿ࡜㸪PA࠾ࡼࡧ✚ᒙయࡢ⮬ 㔜 W ࡟ࡼࡿⅬ Q ࡲࢃࡾࡢ࣮࣓ࣔࣥࢺࡢ㔮ࡾྜ࠸࠿ࡽ㸪 ࡞࠾᭶㠃ࡣ㧗┿✵ࡢࡓࡵ㢼ຊࡣ⪃៖ࡋ࡞࠸ࠋᆅ㟈ືࡶ ᭱኱࡛࣐ࢢࢽࢳ࣮ࣗࢻ㸱⛬ᗘ࡛࠶ࡿࡓࡵ┬␎ࡋࡓ㸳㸧 ᘧ(4)࠿ࡽ㸪PAࡀ᭱኱㸦c=0㸧࠿ࡘț=0 ࡢ࡜ࡁ࡟ FSࡀ᭱ ᑠ࡜࡞ࡾ㸪᭱ࡶ୙Ᏻᐃ࡜࡞ࡿࡇ࡜ࡀࢃ࠿ࡿࠋࡇࡢ࡜ࡁ ᘧ(1)ࢆᘧ(4)࡟௦ධࡍࡿ࡜㸪 ḟ࡟⁥ື࡟ࡘ࠸࡚ࡢᏳ඲⋡ࢆ⟬ฟࡍࡿࠋᅵࡢ࠺㛫ࡢᦶ ᧿ゅࢆȜ࡜ࡍࡿ࡜㸪Ỉᖹ᪉ྥࡢຊࡢ㔮ྜ࠸࠿ࡽ ᘧ(7)࡟ࡘ࠸࡚ࡶᘧ(4)࡜ྠᵝ࡟㸪ț=c=0 ࡢ࡜ࡁ࡟ FSࡀ ᭱ᑠ࡜࡞ࡿࡇ࡜ࡀࢃ࠿ࡿࠋᘧ(1)ࢆ௦ධࡍࡿ࡜ ࡓࡔࡋ✚ᒙయ඲యࡢ⁥ືࢆ⪃࠼ࡿ㝿ࡣ㸪Ȝࢆᅵࡢ࠺ᗏ 㠃࡜◁ࡢᦶ᧿ゅ࡟⨨᥮࠼ࡿᚲせࡀ࠶ࡿࠋ ᘧ(5)࡜(8)࠿ࡽ㸪HZࡀᑠࡉ࠸࡯࡝Ᏻ඲࡛࠶ࡿࡇ࡜ࡀࢃ ࠿ࡿࠋࡋࡓࡀࡗ࡚ HZ=H ࡜ࡋ㸪᭱ࡶ༴㝤᮲௳࡛࠶ࡿᅵ ࡢ࠺✚ᒙయ඲య࡟ࡘ࠸࡚Ᏻ඲ᛶࢆ᳨ウࡍࡿࡇ࡜࡛㸪㒊 ศⓗ࡞ᔂቯ࡟ᑐࡍࡿᏳ඲ᛶࡶಖドࡉࢀࡿࠋ  ᅵࡢ࠺✚ᒙయࡢᙧ≧タィ ᅵࡢ࠺✚ᒙయࡢᙧ≧ࢆタィࡍࡿ࡟࠶ࡓࡾ㸪ᇙタᑐ㇟ ≀࡜ᅵ◁ࡢࣃ࣓࣮ࣛࢱࢆỴࡵࡿᚲせࡀ࠶ࡿࠋᇙタᑐ㇟ ࡣ┤ᚄ D = 4 m㸪㛗ࡉ E = 5 m ࡢ෇ᰕࢆ᝿ᐃࡍࡿࠋ◁ࡢ ࠿ ࡪ ࡾ ཌ t Ӎ 0.3 m ࡜ ࡍ ࡿ ࡜ 㸪 ✚ ᒙ య ࡢ ᙧ ≧ ࡣ

m

4.3



t

D

t

H

,

L

t

E



2

t

5

.6

m

ࢆ‶ࡓࡍᚲせࡀ ࠶ࡿࠋࡲࡓ H ࡣᅵࡢ࠺㸯ࡘࡢ㧗ࡉ s ࡢಸᩘ࡟㸪L ࡣᚋ ㏙ࡍࡿᅵࡢ࠺࣏ࢣࢵࢺ㛗ࡉࡢᩚᩘಸ࡟ࡍࡿᚲせࡀ࠶ࡿࠋ ᆅୖ࡛ࡢᇶ‽್࡟ೌ࠸ s = 0.3 m ࡜ࡍࡿ࡜㸪H = 4.5 m 㸦15 ẁ✚ᒙ㸧࡜࡞ࡿࠋL ࡣ 6.1 ⠇࡟࠾࠸࡚ 1 m ࡟タィ ࡉࢀࡓࡇ࡜࠿ࡽ㸪L = 6.0 m ࡜࡞ࡿࠋ ᅵ◁࡟ࡘ࠸࡚ࡣ㸪ḟ⠇ࡢᐇ㦂࡛⏝࠸ࡓᶍᨃ◁ FJS-1㸴㸧 ࢆ⏝࠸ࡿࠋFJS-1 ࡢ⢏ᚄ୰ኸ್ D50 ࡣ 75ȣm㸪⢏Ꮚẚ 㔜ࡣ 2.9㸪࠿ࡉᐦᗘࡣ 1.4㹼2.0 g/cm3࡛࠶ࡿࠋᐦᗘ࡟ࡼ ࡗ࡚ኚ໬ࡍࡿ FJS-1 ࡜᭶⾲ᅵࡢ≉ᛶࢆᅗ㸵࡟♧ࡍ㸵㸧㸶㸧 ⢓╔ຊ c ࡣ FJS-1 ࡢ࡯࠺ࡀ 2 ಸ௨ୖ኱ࡁ࠸ࡀ㸪ෆ㒊ᦶ᧿ ゅ ij ࡟ࡘ࠸࡚ࡣ࡯ࡰ➼ࡋ࠸ࠋ⿬㎸ᅵࡢ┦ᑐᐦᗘ࡟ࡘ࠸ ࡚ࡣ㸪⥾ᅛࡵ࡞࠸᝿ᐃ࡛ 40%㸦Ț=1.6 g/cm3㸧࡜ࡍࡿ࡜ ij = 38 deg.࡜࡞ࡾ㸪ᘧ(1)࠿ࡽ KA=0.24 ࡛࠶ࡿࠋ୍᪉ᅵࡢ ࠺ࡢ┦ᑐᐦᗘ࡟ࡘ࠸࡚ࡣ㸪༑ศ࡟⥾ᅛࡵࡿ࡜௬ᐃࡋ࡚ 100%㸦ȚS =2.0 g/cm3㸧࡜ࡍࡿ࡜㸪

J

S

J

1

.

25

࡜࡞ࡿࠋ ௨ୖࡢ᮲௳タᐃ࠿ࡽ㸪ඛ㏙ࡢゎᯒᘧ࡟ᇶ࡙࠸࡚ᅵࡢ࠺ ᖜ B ࢆỴࡵࡿࡇ࡜ࡀ࡛ࡁࡿࠋ㌿ಽ࡟ࡘ࠸࡚ࡣ㸪Ᏻ඲⋡ Fs = 1.1 ࡜ࡍࡿ࡜㸪ᘧ(5)࠿ࡽ

B

H

Z

t

0

.

2

7

࡜࡞ࡿࠋ⁥ ື࡟ࡘ࠸࡚ࡣ㸪ᅵࡢ࠺⿄ࡢᦶ᧿ゅȜࢆỴࡵࡿᚲせࡀ࠶ ࡿࠋᩥ⊩㸷㸧࡟ࡼࢀࡤ㸪⣽࠿࠸ᅵ◁ࡀධࡗࡓሙྜࡣȜ=15 㹼23°࡛࠶ࡿࠋࡇࡇ࠿ࡽ᭱ᑠ್ࡢȜ=15°ࢆ᥇⏝ࡋ㸪⁥ື Ᏻ඲⋡ Fs=1.1 ࡜ࡍࡿ࡜㸪ᘧ(8)࠿ࡽ

B

H

Z

t

0

.

39

࡜࡞ࡿࠋ ࡋࡓࡀࡗ࡚

B

t

1

.

8

m

࡛࠶ࡿࠋ௨ୖ࠿ࡽ㸪ᅵࡢ࠺✚ᒙయ ࡢᙧ≧ࡣᘧ(9)ࡢࡼ࠺࡟タィࡉࢀࡓࠋ   Ᏻᐃᛶ᳨ドࡢࡓࡵࡢ㐲ᚰᶍᆺᐇ㦂 㐲ᚰᶍᆺᐇ㦂ࡣ㸪ᕧ኱ᵓ㐀≀ࡢᣲືࢆ⦰ᑠᶍᆺ࡛෌ ⌧࡛ࡁࡿࡓࡵ㸪ᆅ┙ᕤᏛศ㔝࡟࠾࠸࡚ࡼࡃ⏝࠸ࡽࢀࡿࠋ 1/N ࢧ࢖ࢬࡢᶍᆺ࡟ᑐࡋ࡚㔜ຊࡢ N ಸࡢ㐲ᚰຊࢆ୚࠼ ࡿࡇ࡜࡛㸪ᐇ㝿ࡢᅵᅽࢆ෌⌧ࡍࡿ㸯㸮㸧ࠋࡋࡓࡀࡗ࡚㔜ຊ ࡀ⣙ 1/6 ࡛࠶ࡿ᭶㠃ࡢᅵᅽࡶ㸪N/6 ಸࡢ㐲ᚰຊࢆ୚࠼ࡿ ࡇ࡜࡟ࡼࡾ෌⌧ྍ⬟࡛࠶ࡿࠋࡇࢀࢆ฼⏝ࡋ࡚᭶㠃ᅵࡢ (1) 2 2 1 Z 2 Z A A A gH K cH K P J 

(2) cos sin sin 1 cos cos2 2 ¸ ¸ ¹ · ¨ ¨ © §   G I G I G I A K (3) 3 cos sin 2 PA B FSPA HZ B W˜  G˜ G˜ ) 4 ( tan 3 cos 2 3 2 2 Z Z A Z S S H B H B P gH F G G J  ¸¸ ¹ · ¨¨ © §

2 tan (8) min Z S A S H B K F

H

J

J

3 (5) min 2 ¸¸ ¹ · ¨¨ © § Z S A S H B K F

J

J

ᅗ  ᅵࡢ࠺᧦ቨࡢᏳᐃゎᯒࣔࢹࣝ

s

,

H

,

B

,

L

0.3,

4.5,

1.8,

6.0

[m]

(9)

W



P

A

sin

G

tan

H

F

S

P

A

cos

G

(6)

(7) tan tan cos tan 2

G

H

G

H

J

 Z A Z S S H B P gH F ᅗ  ᭶ᅵተࡢᅽ⦰≉ᛶ

(4)

ᅗ  ᅵࡢ࠺᧦ቨヨ㦂యࡢ㌿ಽ࡟ࡼࡿಽቯ ࠺✚ᒙయࡢᏳᐃᛶ࡟㛵ࡍࡿゎᯒ⤖ᯝࡢጇᙜᛶࢆ᳨ドࡋ㸪 ᅵࡢ࠺࠾ࡼࡧᅵࡢ࠺ᵓ⠏ࣟ࣎ࢵࢺࡢタィࢆ⿬௜ࡅࡿࠋ ලయⓗ࡞ᐇ㦂᪉ἲࡣ 1) ᅵࡢ࠺✚ᒙయࡀಽቯࡍࡿࡲ࡛㐲 ᚰຊࢆቑຍࡉࡏ㸪ࡑࡢ࡜ࡁࡢ㐲ᚰຊࢆグ㘓ࡍࡿࠋ2) ಽ ቯࡢᣲືࢆほᐹࡋ㸪◚ቯ࣮ࣔࢻ࡟ࡘ࠸࡚ᐃᛶⓗ࡟ホ౯ ࡍࡿࠋ3) ほᐹࡉࢀࡓ◚ቯ࣮ࣔࢻ࡟ࡘ࠸࡚ゎᯒ⤖ᯝ࡜ẚ ㍑ࡋ㸪Ᏻᐃゎᯒᡭἲࡢጇᙜᛶࢆ᳨ドࡍࡿࠋ  ᐇ㦂ࡢࢭࢵࢺ࢔ࢵࣉ  ᐇ㦂⿦⨨ ࢻ࣒ࣛᆺࡢ㐲ᚰᶍᆺᐇ㦂⿦⨨㸦୸ᮾ〇సᡤ〇㸧ࢆ⏝ ࠸ࡓࠋࡑࡢᶍᘧᅗࢆᅗ  ࡟♧ࡍࠋ᭱኱ᅇ㌿༙ᚄࡣ 472 mm ࡛࠶ࡾ㸪400 rpm ௨ୖࡢᅇ㌿㏿ᗘࢆ୚࠼ࡿࡇ࡜ࡀ࡛ ࡁࡿࠋ㐲ᚰຊࢆ⟬ฟࡍࡿᇶ‽఩⨨ࡣ㸪✚ᒙయࡢ㧗ࡉ᪉ ྥࡢ୰ᚰ࡟タᐃࡋࡓࠋ  ᅵࡢ࠺ᶍᆺ ᐇ㦂⿦⨨࡟ྜࢃࡏ࡚〇సࡋࡓᅵࡢ࠺✚ᒙయࡢ 1/40 ᶍ ᆺࢆᅗ  ࡟♧ࡍࠋࡇࡢᶍᆺ࡟㐲ᚰຊ Gm =40/6 = 6.7G ࢆ ୚࠼ࡿࡇ࡜࡛㸪᭶㠃࡟࠾ࡅࡿᐇ≀኱ࡢᣲືࢆ෌⌧࡛ࡁ ࡿࠋᅵ◁࡟ࡣ᭶ᶍᨃ◁ FJS-1 ࢆ౑⏝ࡋࡓࠋᅵࡢ࠺⿄ࡣ㸪 ࢔࣑ࣝࢥ࣮ࢸ࢕ࣥࢢࡉࢀࡓ࣏࢚ࣜࢳࣞࣥࢩ࣮ࢺ㸦ᘬ⿣ ᙉᗘ 5 N/mm㸪ཌࡳ 0.12 mm㸪㔜ࡉ 70 g/mm2㸧ࢆ⏝࠸ ࡓࠋ⿬㎸ᅵ࡟ࡘ࠸࡚ࡣ㸪✵୰ⴠୗἲࢆ⏝࠸࡚࡛ࡁࡿ㝈 ࡾᆒ୍࡟◁ࢆ඘ሸࡋࡓࠋ⿬㎸ᅵࡢ┦ᑐᐦᗘࡣ 40%㸪ᅵ ࡢ࠺ࡢ┦ᑐᐦᗘࡣ 100%࡜ࡋࡓࠋᅵࡢ࠺ᙧ≧ࡣ⾲  ࡟♧ ࡍ㸲ࣃࢱ࣮ࣥࢆ⏝࠸ࡓࠋ඲࡚┤᪉యᙧ≧࡜ࡋ㸪ᅵࡢ࠺ ࡢཌࡉ s ࡜ᖜ B ࡣྛࠎ㸰✀㢮ࡎࡘ⏝ពࡋࡓࠋ᮲௳ C4 ࡛ ࡣ᮲௳ C1 ࡟ᆅ┙࡜ᣐⅬᶍᆺࢆຍ࠼ࡓࠋᣐⅬᶍᆺࡣ෇⟄ ≧࡛㸪㉁㔞 78 g㸦5t ┦ᙜ㸧࡜ࡋࡓࠋ  ᅵᵴࡢቃ⏺᮲௳ 1) ᅵᵴ࡜ᅵࡢ࠺ࡢ㛫࡟⏕ࡌࡿᦶ᧿ࢆపῶࡉࡏࡿࡓࡵ㸪 ቃ⏺㠃࡟ᅛᙧࢢࣜࢫࢆሬᕸࡋࡓࠋ2) ◁₃ࢀࢆ㜵ࡄࡓࡵ㸪 ቃ⏺࡟ⷧ࠸ࢦ࣒⭷ࢆࢢࣜࢫ࡛ᙅࡃ㈞ࡾ௜ࡅࡓ㸦ᅗ  ྑ㸧ࠋ 3) ᅵᵴᗏ㠃࡟◁ࡢᦶ᧿ࢆ෌⌧ࡍࡿࡓࡵ㸪FJS-1 ࢆⷧࡃ ᥋╔ࡋࡓࠋ  ᐇ㦂⤖ᯝ࡜⪃ᐹ ᅗ  ࡣ⾲㸯ࡢ✚ᒙయ࡟ᑐࡋ࡚㐲ᚰ㍕Ⲵࢆ⾜࠸ಽቯࡉ ࡏࡓ౛࡛࠶ࡿࠋᅗ୰ࡢ┤⥺ࡣ㸪㍕Ⲵ๓ࡢ⿬㎸◁ࡢእᙧ ࢆࢺ࣮ࣞࢫࡋࡓ⥺࡛࠶ࡿࠋేグࡉࢀࡓ್ࡣ㸪ಽቯ᫬ࡢ 㐲ᚰຊ Gfall㸪ಽቯࡋࡓᅵࡢ࠺ࡢ㧗ࡉ HZ㸪࠾ࡼࡧᔂቯ๓ ࡢ✚ᒙయࡢ⦪ᶓẚ B/H ࡛࠶ࡿࠋGfallࡣ Gm = 6.7G ࡟ᑐࡍ ࡿẚ⋡࡛⾲グࡋࡓࠋ୺ാᅵᅽࡀ㐲ᚰຊ࡟ẚ౛ࡍࡿ࡜௬ ᐃࡍࢀࡤ㸪Gfall/GmࡣᏳᐃゎᯒ࡟࠾ࡅࡿᏳ඲⋡ Fs࡟➼౯ ࡛࠶ࡿ࡜ࡳ࡞ࡏࡿࠋHZࡣᔂࢀࡓᅵࡢ࠺ࡢᩘࢆᅵࡢ࠺඲ ᩘ࡛㝖ࡋ࡚⟬ฟࡋࡓࠋ඲࡚ࡢ᮲௳࡟ᑐࡍࡿᐇ㦂⤖ᯝࢆ ᅗ  ᧦ቨᖜ B/HZ࡟ᑐࡍࡿ㌿ಽవ⿱ ᅗ  ᅵࡢ࠺᧦ቨࡢ 1/40 ࢫࢣ࣮ࣝヨ㦂య (mm) ᅗ  ࢻ࣒ࣛᆺ㐲ᚰᶍᆺᐇ㦂⿦⨨ ⾲  ᅵࡢ࠺᧦ቨヨ㦂యࡢᙧ≧(mm) Scale s B s/B B/H D T C1 1/40 8 38 0.2 0.28 0 0 1/1 320 1520 0 0 C2 1/40 8 19 0.4 0.14 0 0 1/1 320 760 0 0 C3 1/40 15 19 0.8 0.14 0 0 1/1 600 760 0 0 C4 1/40 8 38 0.2 0.28 103 100 1/1 320 1520 4100 4000 0 2 4 6 8 0 0.2 0.4 0.6 0.8 Fall margin FS (=G fall /G m ) Wall width B/HZ C1 C2 C3 C4

(5)

 ᅵࡢ࠺✚ᒙయࡢ◚ቯ࣮ࣔࢻ ◚ቯ࣮ࣔࢻࡣ㌿ಽࡀᨭ㓄ⓗ࡛࠶ࡗࡓࠋᅵࡢ࠺⿄ࡢᘬ ⿣ࡣほ ࡉࢀ࡞࠿ࡗࡓࠋ⁥ືࡣ᮲௳ C3 ࡟࠾࠸࡚ࢃࡎ࠿ ࡟⏕ࡌࡓࡀ㸪ࡑࢀࡀ᭱⤊ⓗ࡟ࡣ㌿ಽࢆᘬࡁ㉳ࡇࡋࡓࠋ ⁥ືࡀほ ࡉࢀ࡞࠿ࡗࡓ⌮⏤࡜ࡋ࡚㸪ᅵࡢ࠺㛫ࡢᦶ᧿ ࡀ᝿ᐃࡼࡾࡶ኱ࡁ࠿ࡗࡓྍ⬟ᛶࡀ࠶ࡿࠋ  ᅵࡢ࠺ࡢᖜཌࡉẚ s/B ࡢẚ㍑ ᮲௳ C2 ࡜ C3 ࢆẚ㍑ࡍࡿ࡜㸪s/B ࡣಽቯ㐲ᚰຊ Gfall ࡟ᑐࡋ࡚ࢃࡎ࠿࡟㈇ࡢ┦㛵ࡀㄆࡵࡽࢀࡓࠋs/B ࢆ㸰ಸ࡟ ࡍࡿ࡜ಽቯ㐲ᚰຊࡣ⣙ 5/6 ࡟࡞ࡗࡓࠋࡉࡽ࡟᮲௳ C3 ࡛ ࡣ㍕Ⲵ୰࡟ཌࡉ s ࡢ 1/3 ⛬ᗘࡢ⁥ືࡀほᐹࡉࢀࡓࠋࡇࢀ ࡽࡢ஦㇟࠿ࡽ㸪ᖜཌࡉẚࡀ኱ࡁ࠸࡯࡝⁥ືࡋࡸࡍࡃ࡞ ࡾ㸪ࡑࡢ⤖ᯝ࡜ࡋ࡚ಽቯࡋࡸࡍࡃ࡞ࡗࡓ࡜⪃࠼ࡽࢀࡿࠋ  ᅵࡢ࠺✚ᒙయࡢ⦪ᶓẚ࡜㌿ಽవ⿱ ᅗ  ࡢྛ᮲௳࡟࠾࠸࡚ B/HZ࡜ Gfall/Gm (Fs) ࡢ㛫࡟ṇ ࡢ┦㛵ࡀぢࡽࢀࡓࠋ᮲௳ C4 ࡣゎᯒ್ࡼࡾࡶᏳ඲ᛶࡀప ࠿ࡗࡓࡀ㸪ࡇࢀࡣᆅ┙࡟ࡼࡿᙳ㡪࡛࠶ࡿ࡜⪃࠼ࡽࢀࡿࠋ ࡇࢀ௨እࡢ᮲௳࡛ࡣᐇ㦂್࡜⌮ㄽ್ࡀᴫࡡ୍⮴ࡋࡓࠋ HZࡣ඲࡚ࡢ᮲௳࡟࠾࠸࡚ 0.4H㹼0.6H ࡛࠶ࡗࡓࡇ࡜࠿ࡽ㸪 ࡇࡢ⠊ᅖ࡛㒊ศಽቯࡀ㉳ࡇࡿ࡜௬ᐃࡍࡿࡇ࡜࡛㸪ᅵࡢ ࠺✚ᒙయࡢᏳ඲ᛶࢆண ࡛ࡁࡿ࡜⪃࠼ࡽࢀࡿࠋᐇ㦂ᅇ ᩘࢆቑࡸࡋࡓ㏣ヨࡀᮃࡲࢀࡿࡶࡢࡢ㸪ᮏゎᯒᡭἲࡢಙ 㢗ᛶ࡟ࡘ࠸࡚ぢ㏻ࡋࡀᚓࡽࢀࡓࠋ  ᅵࡢ࠺✚ᒙࡢࡓࡵࡢ᪼㝆⿦⨨タィ  タィ᮲௳ ๓⠇࡛ᚓࡽࢀࡓᅵࡢ࠺᧦ቨࡢᏳᐃᙧ≧࡟ᇶ࡙ࡁ㸪ᅵ ࡢ࠺✚ᒙࡢࡓࡵࡢ᪼㝆⿦⨨ࡢタィ᮲௳ࢆࡲ࡜ࡵࡿࠋ ࡲࡎ๓㏙ࡋࡓᏳᐃゎᯒ⤖ᯝ࠿ࡽ㸪᪼㝆⿦⨨࡟ᚲせ࡞ ᥭ⛬㸦ྍኚ㧗ࡉ㸧ࡣ 4.2 m ࡜࡞ࡿࠋḟ࡟ᡴୖࡆࣟࢣࢵࢺ ࡟ࡼࡿไ⣙ࢧ࢖ࢬࢆ᳨ウࡍࡿࠋ᪥ᮏࡢᡴୖࡆᐇ✚࡟࠾ ࠸࡚᭱ࡶ኱ࡁ࠸࣌࢖࣮ࣟࢻࡣ HTV ࡛࠶ࡾ㸪┤ᚄ 4.4 m㸪 㧗ࡉ 9.6 m ࡛࠶ࡿࠋࣟ࣎ࢵࢺࡢ኱ࡁࡉࢆࡇࡢ⠊ᅖෆ࡟཰ ࡵࡿࡓࡵ㸪3.2×3.0 [m]ࡢ㛗᪉ᙧࢆࣟ࣎ࢵࢺࡢᢞᙳᙧ≧࡜ ࡋ࡚タᐃࡍࡿࠋࡋࡓࡀࡗ࡚ 3.2 m ࡀ᪼㝆⿦⨨ࡢ᭱኱㛗 ࡉ࡜࡞ࡿࠋࡲࡓࣟ࣎ࢵࢺࡢ㧗ࡉ࡟ࡘ࠸࡚ࡣ㸪HTV ࡢ 1/3 ⛬ᗘࡢ 3.3 m ࢆ᝿ᐃࡍࡿࠋ  ᪼㝆⿦⨨ࡢᙧ≧タィ ᪼㝆⿦⨨ࡣࣃࣥࢱࢢࣛࣇ᪉ᘧࢆ᥇⏝ࡍࡿࠋࣃࣥࢱࢢ ࣛࣇࡣఙࡤࡍ࡯࡝ᨭⅬࡀ೫ࡾ୙Ᏻᐃ࡟࡞ࡿࡓࡵ㸪୍⯡ ࡟ࣜࣥࢡ㛗ࡉࡢ㸴๭⛬ᗘࢆ㸯ẁ࠶ࡓࡾࡢ᭱኱ᥭ⛬࡜ࡋ ࡚ไ㝈ࡍࡿࠋࡍࡿ࡜ࣜࣥࢡ㛗ࡉࡀ 3 m ࡢሙྜ㸪ᥭ⛬ 4.2 m ࢆ‶ࡓࡍࣃࣥࢱࢢࣛࣇࡣ㸰㹼㸱ẁ࡜࡞ࡿࠋᑠᆺ໬ࢆ ┠ⓗ࡟㸰ẁᘧࢆ᥇⏝ࡋ㸪ᅗ  ᕥࡢࡼ࠺࡞᪼㝆⿦⨨ࢆタ ィࡋࡓࠋw ࡣ⬗య࠾ࡼࡧᅵ◁ࡢ㔜㔞㸪L ࡣࣜࣥࢡ㛗ࡉ㸪 z ࡣᥭ⛬㸪s ࡣ┤ື࣮ࣔࢱࡢ㛗ࡉ㸪a ࡜ b ࡣ࣮ࣔࢱᅇ㌿ ᨭⅬࡢ఩⨨㸪am࡜ bmࡣࣜࣥࢡୖࡢ࣮ࣔࢱᅇ㌿ᨭⅬࡢ఩ ⨨࡛࠶ࡿࠋࡇࡢࣔࢹࣝࡢ㡰㐠ືᏛゎᯒ࡟ࡼࡾ㸪z ࡜ s ࡢ 㛵ಀࡣኚᩘ ș ࢆ፹௓ࡋ࡚ᘧ(10)ࡢࡼ࠺࡟⾲ࡉࢀࡿࠋ ࡇࡇ࡛ C0㹼C2ࡣᐃᩘ࡛࠶ࡾ㸪ࣜࣥࢡࣃ࣓ࣛࢱ L, a, b, am, bm࠿ࡽồࡵࡽࢀࡿࠋࡇࡢᘧ࡟ᇶ࡙࠸࡚ྛ✀ࣃ࣓ࣛࢱࢆ タィࡋࡓ⤖ᯝࢆᅗ  ྑ࡟♧ࡍࠋࣜࣥࢡ㛗ࡉ L = 3.0 m, ࣮ࣔࢱ㛗ࡉ s = 0.23 㹼 0.31 m㸪 ࣮ࣔࢱ἞ල㛗ࡉ a = b = 0.21, am = 0.60, bm = 0.46 [m] ࡜ࡋࡓࠋࡇࡢ࡜ࡁࡢ㧗ࡉ z ࡢྍኚ⠊ᅖࡣ㸪1.0 㹼 5.8 m ࡜࡞ࡗࡓࠋࡋࡓࡀࡗ࡚ᥭ ⛬ࡣ 4.8 m ࡛࠶ࡾ㸪᪼㝆⿦⨨࡟ᚲせ࡞ᥭ⛬ 4.2 m ௨ୖࢆ ‶ࡓࡋࡓࠋᐇ㝿ࡢᥭ⛬ࡣෆ⮚࣮ࣔࢱࡢ኱ࡁࡉ࡟ࡼࡗ࡚ ᭱ᑠ㧗ࡉࡀไ㝈ࡉࢀ㸪ᑡࡋపࡃ࡞ࡿࠋ ᭱⤊ⓗ࡟Ỵᐃࡋࡓ᪼㝆⿦⨨ࡢᙧ≧ࢆᅗ  ࡟♧ࡍࠋ㐠 ືᏛⓗゎᯒ࡟ຍ࠼㸪࢔࣑ࣝࢆᵓ㐀ᮦᩱ࡜ࡋࡓሙྜࡢᙉ ᗘࢆ⪃៖ࡋࡓୖ࡛㸪せồ௙ᵝ࡛࠶ࡿ㛗ࡉ 3.2 m ࠾ࡼࡧ ᥭ⛬ 4.2 m ࡀ‶ࡓࡉࢀࡓࠋ   ᅵࡢ࠺〇㐀⿦⨨ࡢタィ࡜ホ౯ ゎᯒ࠾ࡼࡧᐇ㦂࡟ࡼࡗ࡚ᚓࡽࢀࡓᅵࡢ࠺✚ᒙయࡢᏳ ᐃᙧ≧࡟ᇶ࡙ࡁ㸪ᥦ᱌ࡍࡿ᭶㠃ᣐⅬᇙタ࣑ࢵࢩࣙࣥ࡟ ࠾࠸࡚᭱ࡶࢡࣜࢸ࢕࢝ࣝ࡞ᶵ⬟࡛࠶ࡿᅵࡢ࠺〇㐀⿦⨨ (10) cos 2 sin 2 sin 2 2 1 0 ¯ ® ­  

T

T

T

C C C s L z ᅗ  ᪼㝆⿦⨨ࡢᙧ≧タィ (m)

Motor

Ba ery

Motor Cylinder

Roller Guide

Roller Guide

Wheel

Shoulder

3.2

1.9

6.1

(6)

࡟ࡘ࠸࡚タィ࡜ホ౯ࢆ⾜ࡗࡓࠋ  ࣏ࢣࢵࢺ࢔ࣞ࢖ᆺ㐃⥆ᅵࡢ࠺⿄ 㐃⥆ⓗ࡟ᅵࡢ࠺ࢆ〇㐀࣭✚ᒙࡍࡿࡓࡵࡢᅵࡢ࠺⿄ࡣ㸪 ⾲  ࡟♧ࡍ 3 ✀㢮ࡀ⪃࠼ࡽࢀࡿࠋ1 ࡢ୍⯡ⓗ࡞ᅵࡢ࠺ࡣ㸪 ⿄ࡢ㐃⥆ⓗ࡞౪⤥ࡸ㸪〇㐀ࡋࡓᅵࡢ࠺ࡢ㝽㛫࡞࠸タ⨨ ࡟ࡣ୙฼࡛࠶ࡿࠋ2 ࡢ㢼࿅ᩜ᪉ᘧࡣࡇࢀࡽࢆゎỴ࡛ࡁࡿ ཯㠃㸪ᕸࡢᢡࡾ␚ࡳ࡜⦭〇ࡀㄢ㢟࡜࡞ࡿࠋࡑࡇ࡛➹⪅ ࡽࡣ㸪3 ࡢ࣏ࢣࢵࢺ࢔ࣞ࢖᪉ᘧࢆᥦ᱌ࡍࡿࠋࡇࡢ᪉ᘧ࡛ ࡣᅗ  ࡢࡼ࠺࡞࣏ࢣࢵࢺࡀ」ᩘ㐃࡞ࡗࡓᙧ≧ࡢᅵࡢ࠺ ⿄ࢆ⏝࠸ࡿࠋ࣏ࢣࢵࢺࢆᑡࡋ❧࡚ࡓ≧ែ࡛ᅵ◁ࢆᢞධ ࡍࡿࡇ࡜࡟ࡼࡗ࡚㸪⦭〇࡞ࡋ࡟ᅵ◁ࡢໟ⿦ࡀྍ⬟࡛࠶ ࡿࠋ࣮ࣟࣛ࡟ࡼࡿ㐃⥆ⓗ࡞౪⤥ࡀྍ⬟࡛࠶ࡾ㸪ล≀࡛ ษ᩿ࡍࡿࡇ࡜࡟ࡼࡾ࣏ࢣࢵࢺࡢᩚᩘಸࡢ㛗ࡉ࡛ᅵࡢ࠺ ࢆ〇㐀࡛ࡁࡿࠋࡇࡢࡓࡵᅵࡢ࠺✚ᒙయࡢ↓ே〇㐀࡟㐺 ࡋ࡚࠸ࡿࠋᅵ◁ᢞධཱྀࡣ⵹ࢆࡏࡎ㸪ࡑࡢୖ࡟ᅵࡢ࠺ࢆ ✚ࡳ㔜ࡡࡿࡇ࡜࡛ሰࡄࠋ ࣏ࢣࢵࢺࡢ㛫㝸ࡣ㸪᭱኱್ࡀࣟ࣎ࢵࢺ⬗యࡢ㧗ࡉ࡟ ࡼࡗ࡚㸪᭱ᑠ್ࡀᅵ◁౪⤥⿦⨨ࡢඛ➃ࢧ࢖ࢬ࡟ไ㝈ࡉ ࢀࡿࠋࡇࢀࡽࢆ⪃៖ࡋࡓୖ࡛㸪᭱ࡶ኱ࡁ࠸ 1000 mm ࢆ ࣏ࢣࢵࢺ㛫㝸࡜ࡋ࡚ᐃࡵࡓࠋࡲࡓᅵࡢ࠺ࡢ඘ሸ᫬ࡸ᤼ ฟ᫬࡞࡝࡟࣏ࢣࢵࢺ࠿ࡽ◁ࡀࡇࡰࢀ࡚ࡶᡤᐃࡢᅵࡢ࠺ 㧗ࡉ s ࡀᚓࡽࢀࡿࡼ࠺࡟㸪࣏ࢣࢵࢺཱྀࡢ኱ࡁࡉ࡟ྜࢃ ࡏ࡚⿄㧗ࡉࢆ኱ࡁࡵ࡟ࡋࡓࠋணഛᐇ㦂࡟ᇶ࡙࠸࡚ 25% ࡢᅵ◁₃ࢀࢆ᝿ᐃࡋ㸪⿄㧗ࡉࢆ 400 mm ࡜ࡋࡓࠋ  ⦪ࣆ࣮ࣟᆺᅵࡢ࠺ໟ⿦⿦⨨ ᅗ  ࡢᅵࡢ࠺⿄࡟ᅵ◁ࢆ඘ሸࡋ࡚ᅵࡢ࠺ࢆ〇㐀ࡍࡿ ⿦⨨ࢆ㸪ᅗ  ࡢࡼ࠺࡟タィࡋࡓࠋໟ⿦ᶵᲔ࡟ࡼࡃ⏝࠸ ࡽࢀ࡚࠸ࡿ⦪ࣆ࣮ࣟᆺࡢໟ⿦ᶵᵓࢆཧ⪃࡟㸪ᅵࡢ࠺⿄ ౪⤥⿦⨨࡟ࡣࢦ࣒࣮ࣟࣛ㸪ᅵ◁౪⤥⿦⨨࡟ࡣࣉࣟ࣌ࣛ ࢩࣕࣇࢺ㸪ᅵࡢ࠺඘ሸ⿦⨨࡟ࡣࣛࢵࢡࣆࢽ࢜ࣥ㥑ືࡢ ₃ᩯ㸪࠾ࡼࡧ࣏ࢣࢵࢺཱྀࢆᤕᤊࡍࡿࣇࢵࢡ㸪ᅵࡢ࠺᤼ ฟ⿦⨨࡟ࡣᖹ࣋ࣝࢺࢥࣥ࣋࢔ࢆ᥇⏝ࡋࡓࠋᅗ୰ࡢ㯮࠸ ㍈ࡣ㥑ື㍈࡛࠶ࡾ㸪඲㒊࡛ 4 ᮏ㓄⨨ࡋࡓࠋ ࡇࡢ⿦⨨࠾ࡼࡧ᪼㝆⿦⨨㸪㉮⾜⿦⨨ࢆḟࡢᡭ㡰࡛⧞ ㏉ࡋືసࡉࡏࡿࡇ࡜࡟ࡼࡾ㸪௵ពᩘࡢᅵࡢ࠺ࢆ㐃⥆ⓗ ࡟〇㐀ࡋ㸪㝽㛫࡞ࡃ✚ᒙࡍࡿࡇ࡜ࡀ࡛ࡁࡿࠋ1) ࣮ࣟࣝ ≧࡟ಖᣢࡉࢀࡓᅵࡢ࠺⿄ࢆ࣮࡛ࣟࣛ㏦ࡾฟࡋ㸪ᅵࡢ࠺ ⿄ࡢཱྀࢆ࣍ࢵࣃ࣮┤ୗ࡟఩⨨ࡉࡏࡿࠋ2) ࢫࣛ࢖ࢻᘧࡢ ₃ᩯࢆୗ㝆ࡉࡏ㸪⿄ཱྀ࡟ᤄධࡍࡿࠋ3) ࣮ࣟࣛࢆ㏫㏦ࡾ ࡉࡏ㸪₃ᩯࡢୗ➃࡟ྲྀࡾ௜ࡅࡽࢀࡓࣇࢵࢡ࡟ᅵࡢ࠺⿄ ࢆ⿕ࡏࡿࠋ4) ₃ᩯࢆୖ᪼ࡉࡏ㸪ࣇࢵࢡ࡟ᅵࡢ࠺⿄ࢆᘬ ᥃ࡅࡿࠋ5) ࣍ࢵࣃ࣮ෆ㒊ࡢࣉࣟ࣌ࣛᆺࣂࣝࣈࢆᡤᐃࡢ ᅇᩘࡔࡅᅇ㌿ࡉࡏ㸪ᅵࡢ࠺⿄ෆ㒊࡟◁ࢆᐃ㔞౪⤥ࡍࡿࠋ 6) ₃ᩯࢆ෌ࡧୗ㝆ࡉࡏ㸪ࣇࢵࢡࢆእࡍࠋ7) ᅵࡢ࠺⿄ࣟ ࣮ࣛ࡜ᅵࡢ࠺ࢥࣥ࣋࢔࡜㉮⾜⿦⨨ࢆྠ᫬࡟㥑ືࡉࡏ࡚㸪 ᅵࡢ࠺⿄ࢆ᤼ฟ࣭ᩜタࡍࡿࠋ8) ᡭ㡰㸯㹼㸵ࢆ⧞㏉ࡋ㸪 ௵ពࡢ㛗ࡉ࡟㐩ࡋࡓࡽ㸪₃ᩯࡢୗ➃࡟タࡅࡓࢫࣛ࢖ࢻ ᘧࡢ࢝ࢵࢱ࣮࡛ᅵࡢ࠺⿄ࢆษ᩿ࡍࡿࠋ9) ᅵࡢ࠺㸯ࡘศ ࡢ㧗ࡉࡔࡅ㸪᪼㝆⿦⨨ࢆୖ᪼ࡉࡏࡿࠋ  ᅵࡢ࠺඘ሸ⋡ࡢホ౯ タィࡋࡓᅵࡢ࠺඘ሸ⿦⨨ࡣ㸪 ࡘࡢࣇࢵࢡ L, C, R ࢆ 㐺ษ࡟ᅵࡢ࠺⿄ࢆᤕᤊࡍࡿࡇ࡜࡛ᅵ◁ࢆ₃ࢀ࡞ࡃ࣏ࢣ ࢵࢺ࡟඘ሸࡍࡿࡇ࡜ࡀ࡛ࡁࡿࠋᤕᤊࡀ୙඘ศ࡞ሙྜ࡟ ࡣᅵ◁₃ࢀࡀ⏕ࡌ㸪⏕⏘ᛶࡢపୗࢆᣍࡃࠋࡑࡇ࡛ࡼࡾ ᭱㐺࡞ࣇࢵࢡ㓄⨨ࢆ᳨ウࡍࡿࡓࡵ㸪ᅵࡢ࠺⿄࠾ࡼࡧᅵ ࡢ࠺඘ሸ⿦⨨ࢆ 1/10 ࢫࢣ࣮࡛ࣝヨసࡋ㸪඘ሸ⋡ࡢホ౯ ᐇ㦂ࢆ⾜ࡗࡓࠋ⿦⨨ࢆᅗ  ࡟㸪⤖ᯝࢆᅗ  ࡟♧ࡍࠋ ᶓ㍈ࡣᅵࡢ࠺⿄ࢆᤕᤊࡋࡓࣇࢵࢡࡢ఩⨨ࣃࢱ࣮ࣥࢆ♧ ࡋ࡚࠾ࡾ㸪L ࡣᕥ㸪C ࡣ୰ᚰ㸪R ࡣྑࡢࣇࢵࢡࢆព࿡ࡍ ࡿࠋࡑࢀࡽࡢ࠺ࡕ౑⏝ࡋ࡞࠿ࡗࡓࣇࢵࢡࡣ࢔ࣥࢲ࣮ࣂ ࣮࡟⨨ࡁ᥮࠼࡚⾲グࡋࡓࠋ⦪㍈ࡣᅵࡢ࠺⿄ࡢ඘ሸ⋡ࢆ ♧ ࡍ ࠋ ᅵ ࡢ࠺⿄ ࡀ ‶ ᮼ ࡟࡞ࡗ ࡓ ᫬ ࢆ 100%࡜ࡋ㸪⣙ 120%ࡢᅵ◁ࢆᢞୗࡋࡓ᫬ࡢ㸪ᅵࡢ࠺⿄ࡢ୰࡟඘ሸࡉࢀ ࡓᅵ◁ࡢ㉁㔞ࢆグ㘓ࡋࡓࠋィ ࡣࣇࢵࢡࣃࢱ࣮ࣥẖ࡟ 3 ᅇ௨ୖ⾜ࡗࡓࠋᲬࢢࣛࣇୖࡢㄗᕪᲬࡣᶆ‽೫ᕪࢆ♧ࡍࠋ ㉥⥺ࡣ඘ሸ⋡ࡢ┠ᶆ್࡛࠶ࡿࠋ25%ࡢᅵ◁₃ࢀࢆ᝿ᐃ ࡋࡓᅵࡢ࠺⿄ᙧ≧࡟ࡋ࡚࠶ࡿࡇ࡜࠿ࡽ㸪┠ᶆࡣ 75%௨ ୖ࡛࠶ࡿࠋᅵࡢ࠺ࡢࡣࡽࡳࢆ⪃៖ࡋ 80%࡟┠ᶆタᐃࡋ ᅗ  ⦪ࣆ࣮ࣟᆺᅵ◁ໟ⿦⿦⨨ ⾲  ᅵࡢ࠺ࡢ✀㢮࡜ໟ⿦⿦⨨ Function 1. Normal sandbags 2. Wrapping cloth 3. Pocket array Textile feeder × ż Sand feeder Sandbag maker × ż Sandbag conveyor × ż ᅗ  ࣏ࢣࢵࢺ࢔ࣞ࢖ᆺ㐃⥆ᅵࡢ࠺ (mm) 1800 200 1000 750 150 150 400 150

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ࡓࠋ◁ࡣ⢏ᚄ 0.6 mm ௨ୗ࡟ࡩࡿ࠸㸪┦ᑐᐦᗘࡣ⣙ 75% ࡜ࡋࡓࠋ  ᐇ㦂ࡢ⤖ᯝ㸪ࣇࢵࢡࢆ඲ࡃ౑ࢃ࡞࠸ሙྜࡣᖹᆒ 5 ๭ ࡢ඘ሸ⋡ࡀᚓࡽࢀࡓࠋ඘ሸ⋡ࢆ㧗ࡵࡿࡓࡵ࡟ࡣ㸪඘ሸ ㏿ᗘࢆ≛≅࡟ࡋ࡚ᅵ◁౪⤥⿦⨨ࡢฟཱྀࢆ⣽ࡃࡋࡓࡾ㸪 ࣏ࢣࢵࢺࡀࡓࢃࡲ࡞࠸ࡼ࠺࡟⿵ᙉࡋࡓࡾࡍࡿᚲせࡀ࠶ ࡿࡇ࡜ࡀࢃ࠿ࡗࡓࠋ୍᪉㸪ᕥྑ୧᪉ࡢࣇࢵࢡࢆ౑ࡗࡓ ሙྜࡣ 80%௨ୖࡢ඘ሸ⋡ࢆ㐩ᡂࡋࡓࠋࡇࡢ⤖ᯝ࠿ࡽ㸪 ᕥྑࡢࣇࢵࢡࢆ౑࠺ࡇ࡜࡛┠ᶆ඘ሸ⋡ࢆ‶ࡓࡍᅵࡢ࠺ ࢆ〇㐀࡛ࡁࡿࡇ࡜ࡀࢃ࠿ࡗࡓࠋ  ᅵࡢ࠺᧦ቨࡢ᪋ᕤ㏿ᗘࡢホ౯ ᭶㠃࡛ࡣ᫨ኪࡢࢧ࢖ࢡࣝࡀ⣙ 1 ࣨ᭶࡜㛗࠸ࡇ࡜࠿ࡽ㸪  ᗘࡀs100Υ௨ୖ࡟ኚ໬ࡍࡿࡓࡵ㸪ࣟ࣎ࢵࢺࡀືస࡛ ࡁࡿ᫬㛫ᖏࡀไ㝈ࡉࢀࡿࠋࡑࡇ࡛ᅵࡢ࠺᧦ቨࡢ᪋ᕤ㏿ ᗘࢆホ౯ࡍࡿࡓࡵ㸪ᅵࡢ࠺࣏ࢣࢵࢺ㸯ಶ࠶ࡓࡾࡢ〇㐀 ࡟せࡍࡿ㏿ᗘࢆ㸪1/10 ࢫࢣ࣮ࣝࡢヨసࣟ࣎ࢵࢺࢆ⏝࠸ ࡚ᐇ ࡋࡓࠋ⤖ᯝࢆ⾲  ࡟♧ࡍࠋ➨  ิࡣᅵࡢ࠺ᵓ⠏ ࡟ᚲせ࡞ྛ⿦⨨ࡢ㏿ᗘᛶ⬟࡛࠶ࡿࠋ࣮ࣔࢱࡣ࠸ࡎࢀࡶ Dynamixel (1.5 Nm, 60 rpm) 㸪 ࢥ ࣥ ࢺ ࣟ ࣮ ࣛ ࡣ ARM7TDMI (48 MHz)࡜ࡋࡓࠋ➨㸱ิࡣᅵࡢ࠺㸯࣏ࢣࢵ ࢺࢆ〇㐀ࡍࡿࡓࡵ࡟ྛ⿦⨨ࢆ᭱ప㝈ື࠿ࡉ࡞ࡅࢀࡤ࠸ ࡅ࡞࠸㔞࡛࠶ࡿࠋᅵࡢ࠺⿄౪⤥⿦⨨࡟ࡘ࠸࡚ࡣ㸪ᅵࡢ ࠺࣏ࢣࢵࢺ㸯ࡘ࠶ࡓࡾࡀ 100 mm ࡛࠶ࡾ㸪ຍ࠼࡚ࣇࢵ ࢡ࡟ᤕᤊࡉࡏࡿࡓࡵ࡟㛤ཱྀ㒊 25 mm ࢆ ᚟ࡍࡿࡇ࡜࠿ ࡽ㸪ྜィ࡛ 150 mm ࡜࡞ࡿࠋᅵ◁౪⤥⿦⨨࡟ࡘ࠸࡚ࡣ㸪 ᅗ  ࡟࠾ࡅࡿࣇࢵࢡࣃࢱ࣮ࣥ L_R ࢆ᝿ᐃࡍࡿ࡜㸪㸯࣏ ࢣࢵࢺࡢᐜ✚ 720 cc ࡟ᑐࡋ࡚ 120%ࡢᅵ◁ࢆ౪⤥ࡍࡿࡇ ࡜࡛඘ሸ⋡ 80%ࢆ㐩ᡂ࡛ࡁࡿࡓࡵ㸪720™1.2 㸻 864 cm3࡜࡞ࡿࠋᅵࡢ࠺඘ሸ⿦⨨࡟ࡘ࠸࡚ࡣ㸪ᅵࡢ࠺࣏ࢣࢵ ࢺࢆᤕᤊ࣭ゎᨺࡍࡿࡓࡧ࡟ࣇࢵࢡࢆୖୗ࡟ 30 mm  ᚟ ࡉࡏࡿࡓࡵ㸪30™4 㸻 120 mm ࡜࡞ࡿࠋᅵࡢ࠺᤼ฟࢥ ࣥ࣋࢔ࡣ㸪ᅵࡢ࠺⿄౪⤥⿦⨨࡜ྠᮇࡉࡏࡿࡓࡵᐇ㉁ 0 ⛊࡛࠶ࡿࠋࡇࢀࡽࡢせ⣲࡟ᚲせ࡞᫬㛫ࢆ㊊ࡋྜࢃࡏࡿ ࡜㸪ᅵࡢ࠺㸯࣏ࢣࢵࢺ࠶ࡓࡾࡢ᪋ᕤ㏿ᗘࡣ 29.5 ⛊࡜࡞ ࡗࡓࠋࡇࢀ࡟ືసษ᭰࠼ࡢ᫬㛫ࢆຍ࠼ࡿ࡜㸪㸯࣏ࢣࢵ ࢺ 30 ⛊⛬ᗘ࡛〇㐀࡛ࡁࡿࡇ࡜ࡀࢃ࠿ࡗࡓࠋ ௨ୖࢆࡶ࡜࡟㸪᧦ቨ㸯ࡘ࠶ࡓࡾࡢ᪋ᕤ㏿ᗘࢆᴫ⟬ࡋ ࡓࠋ࣏ࢣࢵࢺᩘࡣ 9 ಶ™15 ᒙ࡛࠶ࡿࡇ࡜࠿ࡽ㸪30™9™ 15 㸻 4050 ⛊࡜࡞ࡿࠋࡇࢀ࡟᪼㝆⿦⨨ࡢືస᫬㛫ࢆຍ ࿡ࡍࡿ࡜㸪1 ᫬㛫 10 ศ⛬ᗘ࡛᧦ቨ㸯ࡘࢆ〇㐀࡛ࡁࡿࠋ ᧦ቨࢆ㸱ࡘ᏶ᡂࡉࡏࡿࡓࡵ࡟ᚲせ࡞᫬㛫ࡣ㸪᧦ቨ㛫ࡢ ㉮⾜࡟せࡍࡿ᫬㛫ࢆྵࡵ࡚ 4 ᫬㛫⛬ᗘ࡜ぢ✚ࡶࡿࡇ࡜ ࡀ࡛ࡁࡿࠋࡋࡓࡀࡗ࡚㸪᭶㠃 ᗘࡀᏳᐃࡋ࡚࠸ࡿᮇ㛫 ୰࡟᧦ቨࡢ᪋ᕤࢆ᏶஢࡛ࡁࡿࡇ࡜ࡀࢃ࠿ࡗࡓࠋ   ࡲ࡜ࡵ ᭶㠃ᣐⅬࢆᇙタࡍࡿࡓࡵࡢᅵࡢ࠺✚ᒙయࢆᵓ⠏ࡍࡿ ࠕࣝࢼ࣮࣭ࢸ࢟ࢫࢱ࢖ࣝᕤἲࠖࢆᐇ㦂ⓗ࡟᳨ドࡋࡓࠋ Ᏻ඲࡞ᅵࡢ࠺✚ᒙయࡢᙧ≧ࢆタィࡍࡿࡓࡵ㸪ᩘࣃࢱ࣮ ࣥࡢᙧ≧࡟ࡘ࠸࡚㐲ᚰᶍᆺᐇ㦂ࢆ⾜࠸㸪ゎᯒ⤖ᯝ࡜ẚ ㍑ࡋࡓࠋࡑࡢ⤖ᯝ㸪ಽቯࡋࡓ㒊ศ࡟ὀ┠ࡍࡿࡇ࡜࡛㸪 ㌿ಽవ⿱ࡢᐇ㦂್࡜ゎᯒ್ࡀᴫࡡ୍⮴ࡍࡿࡇ࡜ࡀࢃ࠿ ࡗࡓࠋࡇࡢࡇ࡜࠿ࡽ㸪᭶㠃ᅵࡢ࠺✚ᒙయࡢタィᡭἲࡢ ጇᙜᛶࡀ☜ㄆࡉࢀࡓࠋせồࡉࢀࡿᙧ≧ࡢᅵࡢ࠺ࢆ↓ே ᵓ⠏ࡍࡿᶵᵓࢆタィࡋ㸪1/10 ࢫࢣ࣮࡛ࣝࡢ㒊ศヨస࠾ ࡼࡧືసᐇ㦂࡟ࡼࡾ㸪タィࡢጇᙜᛶࡀホ౯ࡉࢀࡓࠋࡇ ࢀࡽࡢ◊✲ᡂᯝ࡟ࡼࡗ࡚㸪ࣟ࣎ࢵࢺࡢヲ⣽࡞௙ᵝࢆᮏ ᱁ⓗ࡟᳨ウࡍࡿࡓࡵࡢᇶᮏࢹ࣮ࢱࡀᚓࡽࢀࡓࠋ  ㅰ ㎡ ᮏ◊✲ࡣᏱᐂ⯟✵◊✲㛤Ⓨᶵᵓ (JAXA) ࡜ࡢඹྠ◊✲࡜ࡋ࡚⾜ࢃࢀࡓࠋࣟ࣎ࢵࢺࡢ㐠⏝ࢩࢼࣜ࢜ࡢ⟇ᐃࡸ◊✲㛤Ⓨ඲యࡢ᪉ྥᛶ࡟ ࡘ࠸࡚㸪᭷ேᏱᐂ⎔ቃ฼⏝࣑ࢵࢩࣙࣥᮏ㒊ࡢୖ㔝ᾈྐẶ㸪࠾ࡼࡧ◊✲㛤Ⓨᮏ㒊ࡢす⏣ಙ୍㑻Ặ࡟ᩘከࡃࡢຓゝࢆ㡬࠸ࡓࠋࡲࡓ㐲ᚰᶍ ᆺᐇ㦂࡟ࡘ࠸࡚ࡣ㸪ᮾி㒔ᕷ኱Ꮫࡢᮎᨻ┤᫭ᩍᤵ࠾ࡼࡧࡑࡢ◊✲ᐊ࣓ࣥࣂ࣮ࡢ༠ຊࢆ㡬࠸࡚ᐇ᪋ࡉࢀࡓࠋࡇࡇ࡟グࡋ࡚ㅰពࢆ⾲ࡍࠋ ᅗ  ᅵࡢ࠺඘ሸ⋡࡜ࣇࢵࢡࣃࢱ࣮ࣥ ᅗ  ᅵࡢ࠺ᵓ⠏ࣟ࣎ࢵࢺࡢ 1/10 ヨసᶵ 0 20 40 60 80 100 120 None _C_ L__ LC_ L_R LCR

Sand filling rate [%]

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ཧ⪃ᩥ⊩

1) M. Okumura, Y. Ohashi, et al.: “Lunar Base Construction Using the Reinforce Earth Method with Geotextile,” Proc. ASCE Space’94, Vol. 2, pp. 1106–1115, 1994.

2) J. Kaplicky and D. Nixon: “A Surface-Assembled Superstructure Envelope System to Support Regolith Mass-Shielding for an Initial-Operational-Capability Lunar Base,” Lunar Bases and Space Activities of the 21st Century, Lunar and Planetary Institute, pp. 375–380, 1985. 3) Eagle Engineering: “Lunar Surface Construction & Assembly Equipment Study,” EEI Report, No. 88–194, 1988.

4) M. Okumura, Y. Ohashi, et al.: “Foundation Slab for Lunar Base Construction,” Proc. ASCE Space’94, Vol. 2, pp. 1128–1137, 1994. 5) Y. Nakamura: “Shallow moonquakes,” Proc. 11th Lunar and Planetary Science Conf., Vol. 3, pp. 1847–1853, 1980.

6) H. Kanamori, S. Udagawa, et al.: “Properties of lunar soil simulant manufactured in Japan,” Proc. ASCE Space’98, 462–468, 1998.

7) W. D. Carrier, G. R. Olhoeft and W. Mendell: “Physical Properties of the Lunar Surface,” Lunar Sourcebook, Cambridge University Press, 1991. 8) T. Kobayashi, H. Ochiai, et al.: “Load-settlement Characteristics of Japanese Lunar Soil Simulant in Partial Gravity,” Space Resources

Roundtable VIII, pp. 37–38, 2006.

9) H. Matsuoka, S. Liu: “A New Earth Reinforcement Method Using Soilbags,” Taylor & Francis, 2005.

10) L. D. Fuglsang and N. K. Ovesen: “The application of the theory of modeling to centrifuge studies,” Centrifuge in Soil Mechanics, Taylor & Francis, pp. 119–38, 1988.

EXPERIMENTAL VERIFICATION OF LUNAR TEXTILE METHOD

WHICH PROTECTS A MOON BASE

D. Inoue, Y. Yanagihara, and K. Numakami

A lunar base is required to stay people on the moon and to perform manned lunar exploration efficiently. In order to build the lunar base, "Burying" is one of the important works. We propose the method for covering lunar base using a regolith and robot technologies. Our robot builds retaining walls around the base by in-situ packaging and stacking of regolith sandbags. Our method has three advantages; 1) Its simple task suitable for robotization, 2) A lightweight and less materials enable the cost reduction of the interplanetary transportation, 3) There is no need for deep excavation that is technically-difficult work. These advantages minimize the risk of the extravehicular activity for efficient construction of a lunar base. In this study, we confirmed the design and performance of mission-critical equipment. In order to design the sandbag configuration, we analyze static model of the sandbag stacks based on the earth pressure theory. Then, it confirmed by the 1/40 scale centrifuge test. Based on the result, the sandbag packaging mechanism was designed. It was implemented to 1/10 scale prototype robot, and its construction accuracy and construction speed were evaluated experimentally. These studies validated our construction method proposed.

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