专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP5064740B2 Viaduct pillars maximum response member angle measuring device of 有权
公开(公告)号：JP5064740B2
公开(公告)日：2012-10-31
申请号：JP2006228682
申请日：2006-08-25
申请人：公益財団法人鉄道総合技術研究所 , 株式会社計測リサーチコンサルタント
发明人：達也仁平 , 則幸宮本 , 卓慈岡本 , 正道曽我部 , 弘志濱田 , 幸裕谷村
IPC分类号： G01B5/24 , G01B5/30 , G01M7/00 , G01M99/00

3. 发明专利

JP5376703B2 Damage level evaluation method and system of Rc member 有权
公开(公告)号：JP5376703B2
公开(公告)日：2013-12-25
申请号：JP2008203652
申请日：2008-08-06
申请人：公益財団法人鉄道総合技術研究所
发明人：正道曽我部 , 幸裕谷村 , 達也仁平
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column. SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastic-plastic characteristics including an equivalent natural periodT eq of a rigid-frame viaduct 4; a response characteristic computing section 8 which determines elastic response characteristics of a structure group 21 using the equivalent natural period T eq and the elastic response displacement δ, and which determines corrected elastic response characteristics from the elastic response characteristics; an elastic response computing section 9 which computes the elastic response displacement applying the equivalent natural period T eq of the rigid-frame viaduct 4 as a non-measurement object to the corrected elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle. COPYRIGHT: (C)2010,JPO&INPIT

5. 发明专利

JP5120818B2 Damage level evaluation method and system of Rc member 有权
公开(公告)号：JP5120818B2
公开(公告)日：2013-01-16
申请号：JP2008326360
申请日：2008-12-22
申请人：公益財団法人鉄道総合技術研究所
发明人：正道曽我部 , 幸裕谷村 , 達也仁平
IPC分类号： E01D22/00

6. 发明专利

JP5485187B2 Replaceable construction method of railway viaduct pillars 有权
公开(公告)号：JP5485187B2
公开(公告)日：2014-05-07
申请号：JP2011004654
申请日：2011-01-13
申请人：公益財団法人鉄道総合技術研究所
发明人：達也仁平 , 光男京野 , 大岡本 , 幸裕谷村
IPC分类号： E01D22/00 , E01D24/00

7. 发明专利

JP5376702B2 Damage level evaluation method and system of Rc member 有权
公开(公告)号：JP5376702B2
公开(公告)日：2013-12-25
申请号：JP2008203646
申请日：2008-08-06
申请人：公益財団法人鉄道総合技術研究所
发明人：正道曽我部 , 幸裕谷村 , 達也仁平
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column. SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastoplastic characteristics including an equivalent natural period T eq of a rigid frame viaduct 4; a response characteristic computing section 8 which determines the elastic response characteristics of a structure group 21 using the equivalent natural period T eq and the elastic response displacement δ; an elastic response computing section 9 which computes the elastic response displacement by applying the equivalent natural period T eq of the rigid frame viaduct 4 as a non-measurement object to the elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle. COPYRIGHT: (C)2010,JPO&INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式