高力ボルトにより当て板添接されたストップホールの組合せ応力作用下での応力集中低減効果
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| Published in | 鋼構造論文集 Vol. 31; no. 123; pp. 123_57 - 123_68 |
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| Format | Journal Article |
| Language | Japanese |
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一般社団法人 日本鋼構造協会
27.09.2024
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| ISSN | 1880-9928 1884-0329 |
| DOI | 10.11273/jssc.31.123_57 |
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| Author | 判治, 剛 川上, 峻幸 趙, 茂伶 清川, 昇悟 舘石, 和雄 |
|---|---|
| Author_xml | – sequence: 1 fullname: 舘石, 和雄 organization: 名古屋大学大学院 工学研究科 土木工学専攻 – sequence: 1 fullname: 川上, 峻幸 organization: （株）横河ブリッジホールディングス 総合技術研究所研究課 – sequence: 1 fullname: 判治, 剛 organization: 名古屋大学大学院 工学研究科 土木工学専攻 – sequence: 1 fullname: 清川, 昇悟 organization: （株）横河ブリッジ 企画室 – sequence: 1 fullname: 趙, 茂伶 organization: （株）横河ブリッジホールディングス 総合技術研究所研究課 |
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| Copyright | 社団法人 日本鋼構造協会 |
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| DOI | 10.11273/jssc.31.123_57 |
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| Discipline | Engineering |
| EISSN | 1884-0329 |
| EndPage | 123_68 |
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| References | Ishimaru, K., Masuda, T., Sasaki, Y., Konishi, T. and Shibuya, A. : Koukyou no kyoukyaku guukakubu, ketatan kirikakibu, sisyou ukedaibu no hirou sonsyou ni taisuru daikibo taisaku, Proceedings of the 58th Annual Conference of the Japan Society of Civil Engineers, I-545, pp. 1089-1090,2003. Chao, P., Yamaguchi, T. and Suzuki, Y. : Hizumi ge-ji wo motiita boruto jikuryoku no sokutei houhou ni kansuru ken-tou, Proceedings of the 65th Annual Conference of the Japan Society of Civil Engineers, I-477, pp. 953-954, 2010. [9] 牛越裕幸，佐々木一哉，今井正智，松本好生，小林一雄：鋼I桁ソールプレート溶接部の疲労損傷補修，橋梁と基礎，Vol. 40, No. 1, pp. 31-36, 2006. Fukazawa, M., Natori, T. and Sakamoto, K. : Proceedings of the 46th Annual Conference of the Japan Society of Civil Engineers, I-404, pp. 846-847,1991. Yaegaki, R. and Ishikawa, T. : Estimation of stress at edge of stop-holes in steel plate repaired by patch plates with high-strength bolts, Journal of Structural Engineering, Vol. 66A, pp. 596-606, 2020. [20] 清川昇悟，判治剛，清水優，舘石和雄：当て板補修された疲労き裂ストップホールにおけるボルト締めの効果，土木学会第74回年次学術講演会講演概要集，I-440，2019. Yamada, K. and Kondo, A. : Fatigue behavior of repaired members with crack, Doboku Gakkai Ronbunshu, Vol. 1986, Issue 368, pp. 411-415, 1986. Kiyokawa, S., Tateishi, K., Hanji, T., Shimizu, M. and Na-kayama, Y. : Reduction of stress concentration at drilled hole due to adding splice plates, Journal of Structural Engi-neering, Vol. 64A, pp. 435-444,2018. Mori, T. : Repair of fatigue cracked members by drilling and bolting holes, Journal of Structural Engineering, Vol. 35A, pp. 969-976,1989. [14] 森猛，内田大介，池谷岳史：ボルト締めストップホール法で補修した組合せ応力場にある面外ガセット溶接継手部の疲労強度評価式，鋼構造論文集，Vol. 14, No. 54, pp. 95-104, 2007. (DOI : https://doi.org/10.11273/jssc1994.14.54_95) [18] 山口隆司，森猛，橋本国太郎：高力ボルト摩擦接合継手のすべり強度/降伏耐力比とすべり係数に関する検討，構造工学論文集，Vol. 51A, pp. 1737-1748, 2005. [13] 八重垣諒太，石川敏之：当て板高力ボルト補修されたストップホール縁に生じる応力の推定，構造工学論文集，Vol. 66A, pp. 596-606, 2020. (DOI : https://doi.org/10.11532/structcivil.66A.596) [2] 山田健太郎，近藤明雅：鋼部材の亀裂補修・補強後の疲れ挙動，土木学会論文集，No. 368, pp. 411-415, 1986. (DOI : https://doi.org/10.2208/jscej.1986.368_411) [12] 清川昇悟，舘石和雄，判治剛，加藤遼二郎：高力ボルトにより当て板を添接したストップホールの疲労強度，土木学会論文集A1，Vol.78，No.3，pp.417-431，2022. (DOI : https://doi.org/10.2208/jscejseee.78.3_417) [19] 日本鋼構造協会：鋼橋の疲労耐久性向上と維持管理技術，JSSCテクニカルレポートNo.131，2023. [11] 清川昇悟，舘石和雄，判治剛，清水優，中山裕也：当て板によるストップホール部の応力集中低減効果，構造工学論文集，Vol. 64A, pp. 435-444, 2018. (DOI : https://doi.org/10.11532/structcivil.64A.435) [8] 内田大介，森猛，杉山規子：ボルト締めストップホール法で補修した面内曲げ応力下にある面外ガセット溶接継手部の疲労強度評価，鋼構造論文集，Vol. 12, No. 48, pp. 55-65, 2005. (DOI : https://doi.org/10.11273/jssc1994.12.48_55) Kiyokawa, S., Tateishi, K., Hanji, T. and Shimizu, M. : Ateita hosyu sareta hirou kiretsu sutoppuho-ru ni okeru boruto jime no kouka, Proceedings of the 74th Annual Conference of the Japan Society of Civil Engineers, I-440, 2019. [5] 大倉一郎，石川敏之：ストップホールから疲労亀裂の発生を防止する条件，鋼構造年次論文報告集，Vol. 7, pp. 181-188, 1999. [10] 石丸浩司，増田高志，佐々木靖彦，小西拓洋，澁谷敦：鋼橋の橋脚隅角部・桁端切欠き部・支承受台部の疲労損傷に対する大規模対策，土木学会第58回年次学術講演会概要集，I-545, pp. 1089-1090, 2003. Okura, I., Siozaki, T. and Nakanishi, Y. : Fatigue strength of drilled holes under membrane and platebending stresses, Doboku Gakkai Ronbunshu, Vol. 1996, Issue 537, pp. 327-338, 1996. Mori, T. and Uchida, D. : Fatigue strength of out-ofplane gusset welded joints repaired by bolting-stophole method, Kou kouzou rombunshuu, Vol. 8, Issue 29, pp. 15-26, 2001. [1] Fisher, J. W., Barthelemy, B. M., Mertz, D. R. and Edinger, J. A. : Fatigue behavior of full-scale welded bridge attachments, NCHRP Report 227, Transportation Research Board, National Research Council, USA, 1980. [15] 日本道路協会：道路橋示方書・同解説，II鋼橋・鋼部材編，丸善，2017. Japan Road Association : Dourokyo-shihousyo & doukai-setu II koukyou & koubuzai-hen, Maruzen, 2017. [3] 深沢誠，名取暢，阪本謙二：ストップホールによる疲労亀裂の進展防止対策，土木学会第46回年次学術講演会概要集，I-404, pp. 846-847, 1991. Mori, T., Uchida, D. and Iketani, T. : An evaluation formula for fatigue strength of web-gusset welded joints repaired by bolting-stop-hole method under combined stress field, Kou kouzou rombunshuu, Vol. 14, Issue 54, pp. 95-104, 2007. Japan Society of Civil Engineers : Kouryoku boruto masatu setsugou tsugite no sekkei, sekou & ijikanri shishin (an), Koukouzou shiri-zu 15 , 2006. Yamaguchi, T., Mori, T. and Hashimoto, K. : Study on the relation between the ratio of slip strength to yield strength and slip coefficient of high strength bolted friction joints, Journal of Structural Engineering, Vol. 51A, pp. 1737-1748, 2005. Japanese Society of Steel Construction : Kokyo no hirou taikyusei koujyo to ijikanri gijyutu, JSSC technical report No.131, 2023. [7] 森猛，内田大介：ボルト締めストップホール法で補修した面外ガセット溶接継手の疲労強度，鋼構造論文集，Vol. 8, No. 29, pp. 15-26, 2001. (DOI : https://doi.org/10.11273/jssc1994.8.29_15) [4] 大倉一郎，塩崎哲也，中西芳文：膜応力と板曲げ応力を受けるストップホールの疲労強度，土木学会論文集，No. 537/I-35, pp. 327-338, 1996. (DOI : https://doi.org/10.2208/jscej.1996.537_327) Kiyokawa, S., Tateishi, K., Hanji, T. and Kato, R. : Fatigue Strength of The Drilled Crack-Arrest Hole After Adding Splice Plates With High Strength Bolts, Journal of Japan Society of Civil Engineers, Ser. A1, Vol78, No.3, pp.417-431,2022. [16] 土木学会：高力ボルト摩擦接合継手の設計・施工・維持管理指針（案），鋼構造シリーズ15，2006. Okura, I. and Ishikawa, T. : Conditions to keep drilled holes from fatigue cracking, Proceedings of Constructional Steel, Vol. 7, pp. 181-188, 1999. Uchida, D., Mori, T. and Sugiyama, N. : Fatigue strength evaluation of out-of-plane gusset welded joints repaired by bolting-stop-hole method under inplane bending stresses, Kou kouzou rombunshuu, Vol. 12, Issue 48, pp. 55-65, 2005. [6] 森猛：ストップホールをボルト締めすることによる疲労亀裂の補修，構造工学論文集，Vol. 35A, pp. 969-976, 1989. Ushikoshi, H., Sasaki, K., Imai, M., Matsumoto, Y. and Kobayashi, K. : Retrofit of fatigue crackes at the welding of sole plates of steel I-girders, Bridge and Foundation Engineering, Vol. 40, Issue 1, pp. 31-36,2006. [17] 藩超，山口隆司，鈴木康夫：ひずみゲージを用いたボルト軸力の測定方法に関する検討，土木学会第65回年次学術講演会概要集，I-477, pp. 953-954, 2010. |
| References_xml | – reference: Yamada, K. and Kondo, A. : Fatigue behavior of repaired members with crack, Doboku Gakkai Ronbunshu, Vol. 1986, Issue 368, pp. 411-415, 1986. – reference: Ushikoshi, H., Sasaki, K., Imai, M., Matsumoto, Y. and Kobayashi, K. : Retrofit of fatigue crackes at the welding of sole plates of steel I-girders, Bridge and Foundation Engineering, Vol. 40, Issue 1, pp. 31-36,2006. – reference: [5] 大倉一郎，石川敏之：ストップホールから疲労亀裂の発生を防止する条件，鋼構造年次論文報告集，Vol. 7, pp. 181-188, 1999. – reference: [18] 山口隆司，森猛，橋本国太郎：高力ボルト摩擦接合継手のすべり強度/降伏耐力比とすべり係数に関する検討，構造工学論文集，Vol. 51A, pp. 1737-1748, 2005. – reference: Yamaguchi, T., Mori, T. and Hashimoto, K. : Study on the relation between the ratio of slip strength to yield strength and slip coefficient of high strength bolted friction joints, Journal of Structural Engineering, Vol. 51A, pp. 1737-1748, 2005. – reference: [6] 森猛：ストップホールをボルト締めすることによる疲労亀裂の補修，構造工学論文集，Vol. 35A, pp. 969-976, 1989. – reference: Japan Road Association : Dourokyo-shihousyo & doukai-setu II koukyou & koubuzai-hen, Maruzen, 2017. – reference: Okura, I., Siozaki, T. and Nakanishi, Y. : Fatigue strength of drilled holes under membrane and platebending stresses, Doboku Gakkai Ronbunshu, Vol. 1996, Issue 537, pp. 327-338, 1996. – reference: Kiyokawa, S., Tateishi, K., Hanji, T. and Kato, R. : Fatigue Strength of The Drilled Crack-Arrest Hole After Adding Splice Plates With High Strength Bolts, Journal of Japan Society of Civil Engineers, Ser. A1, Vol78, No.3, pp.417-431,2022. – reference: [12] 清川昇悟，舘石和雄，判治剛，加藤遼二郎：高力ボルトにより当て板を添接したストップホールの疲労強度，土木学会論文集A1，Vol.78，No.3，pp.417-431，2022. (DOI : https://doi.org/10.2208/jscejseee.78.3_417) – reference: [16] 土木学会：高力ボルト摩擦接合継手の設計・施工・維持管理指針（案），鋼構造シリーズ15，2006. – reference: [2] 山田健太郎，近藤明雅：鋼部材の亀裂補修・補強後の疲れ挙動，土木学会論文集，No. 368, pp. 411-415, 1986. (DOI : https://doi.org/10.2208/jscej.1986.368_411) – reference: [15] 日本道路協会：道路橋示方書・同解説，II鋼橋・鋼部材編，丸善，2017. – reference: Uchida, D., Mori, T. and Sugiyama, N. : Fatigue strength evaluation of out-of-plane gusset welded joints repaired by bolting-stop-hole method under inplane bending stresses, Kou kouzou rombunshuu, Vol. 12, Issue 48, pp. 55-65, 2005. – reference: [14] 森猛，内田大介，池谷岳史：ボルト締めストップホール法で補修した組合せ応力場にある面外ガセット溶接継手部の疲労強度評価式，鋼構造論文集，Vol. 14, No. 54, pp. 95-104, 2007. (DOI : https://doi.org/10.11273/jssc1994.14.54_95) – reference: [7] 森猛，内田大介：ボルト締めストップホール法で補修した面外ガセット溶接継手の疲労強度，鋼構造論文集，Vol. 8, No. 29, pp. 15-26, 2001. (DOI : https://doi.org/10.11273/jssc1994.8.29_15) – reference: [20] 清川昇悟，判治剛，清水優，舘石和雄：当て板補修された疲労き裂ストップホールにおけるボルト締めの効果，土木学会第74回年次学術講演会講演概要集，I-440，2019. – reference: [19] 日本鋼構造協会：鋼橋の疲労耐久性向上と維持管理技術，JSSCテクニカルレポートNo.131，2023. – reference: Mori, T. and Uchida, D. : Fatigue strength of out-ofplane gusset welded joints repaired by bolting-stophole method, Kou kouzou rombunshuu, Vol. 8, Issue 29, pp. 15-26, 2001. – reference: Kiyokawa, S., Tateishi, K., Hanji, T., Shimizu, M. and Na-kayama, Y. : Reduction of stress concentration at drilled hole due to adding splice plates, Journal of Structural Engi-neering, Vol. 64A, pp. 435-444,2018. – reference: Yaegaki, R. and Ishikawa, T. : Estimation of stress at edge of stop-holes in steel plate repaired by patch plates with high-strength bolts, Journal of Structural Engineering, Vol. 66A, pp. 596-606, 2020. – reference: [4] 大倉一郎，塩崎哲也，中西芳文：膜応力と板曲げ応力を受けるストップホールの疲労強度，土木学会論文集，No. 537/I-35, pp. 327-338, 1996. (DOI : https://doi.org/10.2208/jscej.1996.537_327) – reference: Ishimaru, K., Masuda, T., Sasaki, Y., Konishi, T. and Shibuya, A. : Koukyou no kyoukyaku guukakubu, ketatan kirikakibu, sisyou ukedaibu no hirou sonsyou ni taisuru daikibo taisaku, Proceedings of the 58th Annual Conference of the Japan Society of Civil Engineers, I-545, pp. 1089-1090,2003. – reference: [10] 石丸浩司，増田高志，佐々木靖彦，小西拓洋，澁谷敦：鋼橋の橋脚隅角部・桁端切欠き部・支承受台部の疲労損傷に対する大規模対策，土木学会第58回年次学術講演会概要集，I-545, pp. 1089-1090, 2003. – reference: [13] 八重垣諒太，石川敏之：当て板高力ボルト補修されたストップホール縁に生じる応力の推定，構造工学論文集，Vol. 66A, pp. 596-606, 2020. (DOI : https://doi.org/10.11532/structcivil.66A.596) – reference: Kiyokawa, S., Tateishi, K., Hanji, T. and Shimizu, M. : Ateita hosyu sareta hirou kiretsu sutoppuho-ru ni okeru boruto jime no kouka, Proceedings of the 74th Annual Conference of the Japan Society of Civil Engineers, I-440, 2019. – reference: [3] 深沢誠，名取暢，阪本謙二：ストップホールによる疲労亀裂の進展防止対策，土木学会第46回年次学術講演会概要集，I-404, pp. 846-847, 1991. – reference: Mori, T., Uchida, D. and Iketani, T. : An evaluation formula for fatigue strength of web-gusset welded joints repaired by bolting-stop-hole method under combined stress field, Kou kouzou rombunshuu, Vol. 14, Issue 54, pp. 95-104, 2007. – reference: [11] 清川昇悟，舘石和雄，判治剛，清水優，中山裕也：当て板によるストップホール部の応力集中低減効果，構造工学論文集，Vol. 64A, pp. 435-444, 2018. (DOI : https://doi.org/10.11532/structcivil.64A.435) – reference: Okura, I. and Ishikawa, T. : Conditions to keep drilled holes from fatigue cracking, Proceedings of Constructional Steel, Vol. 7, pp. 181-188, 1999. – reference: [8] 内田大介，森猛，杉山規子：ボルト締めストップホール法で補修した面内曲げ応力下にある面外ガセット溶接継手部の疲労強度評価，鋼構造論文集，Vol. 12, No. 48, pp. 55-65, 2005. (DOI : https://doi.org/10.11273/jssc1994.12.48_55) – reference: [1] Fisher, J. W., Barthelemy, B. M., Mertz, D. R. and Edinger, J. A. : Fatigue behavior of full-scale welded bridge attachments, NCHRP Report 227, Transportation Research Board, National Research Council, USA, 1980. – reference: Fukazawa, M., Natori, T. and Sakamoto, K. : Proceedings of the 46th Annual Conference of the Japan Society of Civil Engineers, I-404, pp. 846-847,1991. – reference: Japanese Society of Steel Construction : Kokyo no hirou taikyusei koujyo to ijikanri gijyutu, JSSC technical report No.131, 2023. – reference: Chao, P., Yamaguchi, T. and Suzuki, Y. : Hizumi ge-ji wo motiita boruto jikuryoku no sokutei houhou ni kansuru ken-tou, Proceedings of the 65th Annual Conference of the Japan Society of Civil Engineers, I-477, pp. 953-954, 2010. – reference: Japan Society of Civil Engineers : Kouryoku boruto masatu setsugou tsugite no sekkei, sekou & ijikanri shishin (an), Koukouzou shiri-zu 15 , 2006. – reference: Mori, T. : Repair of fatigue cracked members by drilling and bolting holes, Journal of Structural Engineering, Vol. 35A, pp. 969-976,1989. – reference: [9] 牛越裕幸，佐々木一哉，今井正智，松本好生，小林一雄：鋼I桁ソールプレート溶接部の疲労損傷補修，橋梁と基礎，Vol. 40, No. 1, pp. 31-36, 2006. – reference: [17] 藩超，山口隆司，鈴木康夫：ひずみゲージを用いたボルト軸力の測定方法に関する検討，土木学会第65回年次学術講演会概要集，I-477, pp. 953-954, 2010. |
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| StartPage | 123_57 |
| SubjectTerms | ストップホール 当て板補修 組合せ応力作用 高力ボルト |
| Title | 高力ボルトにより当て板添接されたストップホールの組合せ応力作用下での応力集中低減効果 |
| URI | https://www.jstage.jst.go.jp/article/jssc/31/123/31_123_57/_article/-char/ja |
| Volume | 31 |
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| ispartofPNX | 鋼構造論文集, 2024/09/27, Vol.31(123), pp.123_57-123_68 |
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