雪吊りの構造解析

• 大村 充

  （有）大村造園

• 岸塚 正昭

  東京農業大学地域環境科学部造園科学科

書誌事項

タイトル別名

• A Structural Analysis of "YUKIZURI"
• ユキ ヅリ ノ コウゾウ カイセキ

抄録

A structural analysis of "YUKIZURI" was conducted using a model equation in order to show the dynamic effect of tree damage caused by heavy snow cover. 1 ) a questionnaire survey was done on the visually balanced angles of straw ropes. 2 ) the crossbar was used to simulate the lowest branch of a tree for the experiment to verify the theoretical value (the axial force) of the crossbar, the straw rope for lifting and the pole based on the model equation. 3 ) experiments were done to examine the greatest tensile strength of the straw rope. Results showed that the optimum angle for the lifting straw rope was around 40 degrees which reduced the snow load on trees by a maximum of 40%. The number of lifting straw ropes for "YUKIZURI" was determined by the tacit knowledge and past experience of landscape gardeners. However this study demonstrated that the appropriate number of lifting straw ropes can be calculated by the model formula used here.

収録刊行物

• ランドスケープ研究

  ランドスケープ研究 67 (5), 461-464, 2004

  公益社団法人 日本造園学会

キーワード

• 雪吊り
• 日本庭園
• 積雪荷重
• 積雪害

詳細情報

• CRID: 1390001205669129344
• NII論文ID: 110004308128
• NII書誌ID: AN10455955
• DOI: 10.5632/jila.67.461
• ISSN: 13484559
• ISSN: 13408984
• NDL書誌ID: 6948628
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I6948628
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• 抄録ライセンスフラグ: 使用不可