JP5123378B2 - 耐震継手装置 - Google Patents
耐震継手装置 Download PDFInfo
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- JP5123378B2 JP5123378B2 JP2010509427A JP2010509427A JP5123378B2 JP 5123378 B2 JP5123378 B2 JP 5123378B2 JP 2010509427 A JP2010509427 A JP 2010509427A JP 2010509427 A JP2010509427 A JP 2010509427A JP 5123378 B2 JP5123378 B2 JP 5123378B2
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- earthquake
- joint device
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- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 claims description 50
- 239000010959 steel Substances 0.000 claims description 50
- 230000008878 coupling Effects 0.000 claims description 20
- 238000010168 coupling process Methods 0.000 claims description 20
- 238000005859 coupling reaction Methods 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 16
- 229910001369 Brass Inorganic materials 0.000 claims description 13
- 239000010951 brass Substances 0.000 claims description 13
- 229910000746 Structural steel Inorganic materials 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 3
- 239000004809 Teflon Substances 0.000 claims description 3
- 229920006362 Teflon® Polymers 0.000 claims description 3
- 229910052802 copper Inorganic materials 0.000 claims description 3
- 239000010949 copper Substances 0.000 claims description 3
- -1 polytetrafluoroethylene Polymers 0.000 claims 1
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims 1
- 239000004810 polytetrafluoroethylene Substances 0.000 claims 1
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 238000010008 shearing Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2442—Connections with built-in weakness points
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/028—Earthquake withstanding shelters
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/16—Joints and connections with adjunctive protector, broken parts retainer, repair, assembly or disassembly feature
- Y10T403/1616—Position or guide means
- Y10T403/1624—Related to joint component
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Description
F=μsN (式1)
ここで、Fは滑りが生じる剪断力、μsは静摩擦係数(例えば、鋼板間に挟み込んだ真鍮の0.30)、Nは貫通ロッド21、32又はボルト34のトルクにより接合のために負荷される締付力である。これにより、連結プレート16a、16bと連結プレート18a、18b間に生じる滑り又は回転の前に耐えることが可能なリンク−ヒューズ継手19の剪断値が決定される。
Claims (15)
- 第1の傾斜スロットが貫通して形成された第1の連結プレートを有する第1のプレートアセンブリと、
上記第1の傾斜スロットに対して逆の対角方向の傾斜が付された第2の傾斜スロットが貫通して形成され、上記第1の連結プレートに対して該第2の傾斜スロットの少なくとも一部と該第1の傾斜スロットの一部が重なり合うように位置合わせされる第2の連結プレートを有する第2のプレートアセンブリと、
上記第1の傾斜スロットと上記第2の傾斜スロットとを貫通して取り付けられるピンとを備え、
地震による荷重に対して上記第1のプレートアセンブリと上記第2のプレートアセンブリのうちの少なくとも1つを有効な連結力を保持した状態で滑らせることを特徴とする耐震継手装置。 - 上記第1の連結プレートは、互いに位置合わせされる貫通傾斜スロットを有する複数の第1の連結プレートからなることを特徴とする請求項1に記載の耐震継手装置。
- 上記第2の連結プレートは、互いに位置合わせされる貫通傾斜スロットを有する複数の第2の連結プレートからなることを特徴とする請求項1に記載の耐震継手装置。
- 上記第1のプレートアセンブリが第1支持部材に連結され、上記第2のプレートアセンブリが第2支持部材に連結されることを特徴とする請求項1に記載の耐震継手装置。
- 上記第1支持部材と上記第2支持部材の少なくとも一方は、梁であることを特徴とする請求項4に記載の耐震継手装置。
- 上記第1支持部材と上記第2支持部材の少なくとも一方は、耐震壁であることを特徴とする請求項4に記載の耐震継手装置。
- 上記第1支持部材と上記第2支持部材の少なくとも一方は、構造用鋼材からできていることを特徴とする請求項4に記載の耐震継手装置。
- 上記第1支持部材と上記第2支持部材の少なくとも一方は、鉄筋コンクリートであることを特徴とする請求項4に記載の耐震継手装置。
- 上記第1支持部材と上記第2支持部材の少なくとも一方は、合成材料であることを特徴とする請求項4に記載の耐震継手装置。
- 上記第1の連結プレートと上記第2の連結プレート間に、シムを設けることを特徴とする請求項1に記載の耐震継手装置。
- 上記シムは、真鍮からなることを特徴とする請求項10に記載の耐震継手装置。
- 上記シムは、鋼からなることを特徴とする請求項10に記載の耐震継手装置。
- 上記シムは、ポリテトラフルオロエチレン(商標名:テフロン)からなることを特徴とする請求項10に記載の耐震継手装置。
- 上記シムは、銅からなることを特徴とする請求項10に記載の耐震継手装置。
- 上記ピンは、鋼製のネジ付ロッド、複数の鋼製のネジ付ロッド及び複数の高力ボルトのうちの1つからなることを特徴とする請求項1に記載の耐震継手装置。
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/751,156 | 2007-05-21 | ||
US11/751,156 US7647734B2 (en) | 2007-05-21 | 2007-05-21 | Seismic structural device |
PCT/US2008/062728 WO2008147642A1 (en) | 2007-05-21 | 2008-05-06 | Seismic structural device |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2010528234A JP2010528234A (ja) | 2010-08-19 |
JP5123378B2 true JP5123378B2 (ja) | 2013-01-23 |
Family
ID=40071100
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2010509427A Active JP5123378B2 (ja) | 2007-05-21 | 2008-05-06 | 耐震継手装置 |
Country Status (8)
Country | Link |
---|---|
US (1) | US7647734B2 (ja) |
EP (1) | EP2147170B1 (ja) |
JP (1) | JP5123378B2 (ja) |
CN (1) | CN101680223B (ja) |
CA (1) | CA2687090C (ja) |
ES (1) | ES2870998T3 (ja) |
PT (1) | PT2147170T (ja) |
WO (1) | WO2008147642A1 (ja) |
Families Citing this family (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8001734B2 (en) | 2004-05-18 | 2011-08-23 | Simpson Strong-Tie Co., Inc. | Moment frame links wall |
US7647734B2 (en) * | 2007-05-21 | 2010-01-19 | Skidmore Owings & Merrill Llp | Seismic structural device |
NZ599074A (en) * | 2009-10-02 | 2013-12-20 | Damptech As | Damping system |
US8452573B2 (en) * | 2010-01-29 | 2013-05-28 | Skidmore, Owings & Merrill Llp | Carbon footprint analysis tool for structures |
JP4729134B1 (ja) * | 2010-06-16 | 2011-07-20 | 新日本製鐵株式会社 | 制震用金属板及び建築構造物 |
WO2013010917A1 (en) * | 2011-07-15 | 2013-01-24 | Damptech A/S | Passive damper |
US8393118B2 (en) * | 2011-12-22 | 2013-03-12 | General Electric Company | Friction damping bolt connection for a wind tower lattice structure |
US9631391B2 (en) * | 2013-04-08 | 2017-04-25 | Nippon Steel & Sumikin Engineering Co., Ltd | Buckling restrained brace and load-bearing structure provided with the same |
CN104032855B (zh) * | 2014-05-15 | 2016-08-24 | 中国建筑股份有限公司 | 装配式十字形混合连肢墙及其施工方法 |
CN104032858B (zh) * | 2014-05-15 | 2016-06-29 | 中国建筑股份有限公司 | 装配式钢梁接缝一字形混合连肢墙及其施工方法 |
CN106320560B (zh) * | 2016-11-11 | 2020-09-11 | 华东建筑设计研究院有限公司 | 一种装配式结构的阻尼器 |
CN106545107B (zh) * | 2016-12-08 | 2022-06-07 | 华侨大学 | 具有自复位功能的钢筋混凝土混合剪力墙 |
CN106703245B (zh) * | 2016-12-08 | 2022-07-29 | 华侨大学 | 震损部位可更换的钢筋混凝土混合剪力墙 |
KR20180072034A (ko) * | 2016-12-20 | 2018-06-29 | 단국대학교 산학협력단 | 계단실과 본 건물의 사이를 활용한 감쇠시스템 |
US10544577B2 (en) * | 2017-04-13 | 2020-01-28 | Novel Structures, LLC | Member-to-member laminar fuse connection |
MX2019012284A (es) * | 2017-04-13 | 2020-07-14 | Novel Structures Llc | Conexion fusible laminar miembro a miembro. |
GB2554967B (en) * | 2017-06-12 | 2020-12-09 | Eqrbs Ltd | A joint |
US11280080B2 (en) | 2017-06-12 | 2022-03-22 | Peter James Bucklitsch | Kit for defining a recess for a single or multi-way joint |
CN107724544A (zh) * | 2017-11-13 | 2018-02-23 | 中国地震局工程力学研究所 | 装配式剪力墙间的竖向多铰连接结构及施工方法 |
CN108331191B (zh) * | 2018-01-31 | 2023-07-25 | 广州大学 | 一种圆盘放大阻尼器 |
CN109826480B (zh) * | 2019-02-28 | 2020-08-11 | 长安大学 | 单向阻尼铰装置及应用其进行结构被动振动控制的方法 |
CN109972732B (zh) * | 2019-03-08 | 2020-08-04 | 邢台职业技术学院 | 一种建筑承重结构 |
US11286683B2 (en) * | 2019-03-12 | 2022-03-29 | Idaho State University | Ductile connections for pre-formed construction elements |
CN110080591A (zh) * | 2019-04-18 | 2019-08-02 | 济南大学 | 一种钢框架梁柱抗震耗能连接件及其设计方法 |
CA3080366A1 (en) * | 2019-05-06 | 2020-11-06 | Stanislav Berdichevsky | Engineered beam with adjustable angle connection |
US11396746B2 (en) * | 2019-06-14 | 2022-07-26 | Quaketek Inc. | Beam coupler operating as a seismic brake, seismic energy dissipation device and seismic damage control device |
CN113356667B (zh) * | 2020-07-20 | 2022-08-12 | 长江师范学院 | 基于抗震缝的建筑保护装置 |
CN112555319B (zh) * | 2020-12-01 | 2022-07-26 | 故宫博物院 | 一种适用于通体展柜的文物隔震装置 |
Family Cites Families (36)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2733786A (en) * | 1951-12-21 | 1956-02-07 | Drake | |
US2877875A (en) * | 1956-09-12 | 1959-03-17 | Deere & Co | Adjustable support for partition-to-floor mountings |
US2990920A (en) * | 1958-01-21 | 1961-07-04 | Republic Steel Corp | Structural building elements |
US3490797A (en) * | 1968-12-17 | 1970-01-20 | Eugene L Platte | Clip assembly |
US3798865A (en) * | 1972-03-17 | 1974-03-26 | Integrated Ceilings Inc | Grid support structure and clip means therefor |
US4035093A (en) * | 1976-03-01 | 1977-07-12 | The Boeing Company | Bi-directional adjustable couplings |
US4557457A (en) * | 1984-02-06 | 1985-12-10 | Frame-Lok, Inc. | Attachment assembly |
US4577729A (en) * | 1984-12-05 | 1986-03-25 | Westinghouse Electric Corp. | Guide rail clamping assembly |
US5048243A (en) * | 1988-03-11 | 1991-09-17 | Ward John D | Earthquake restraint mechanism |
GB8911779D0 (en) * | 1989-05-23 | 1989-07-12 | Jaguar Cars | Adjustable bracket |
JP2796997B2 (ja) * | 1989-08-03 | 1998-09-10 | 株式会社竹中工務店 | ボルト締めによる制震用ダンパー |
JP3156007B2 (ja) * | 1991-09-27 | 2001-04-16 | 株式会社竹中工務店 | 周期的エネルギーの吸収装置 |
US5375382A (en) * | 1992-01-21 | 1994-12-27 | Weidlinger; Paul | Lateral force resisting structures and connections therefor |
US5375385A (en) * | 1993-01-28 | 1994-12-27 | Feder; David | Contoured marble and method of fabrication |
US5420762A (en) * | 1993-09-24 | 1995-05-30 | Trw Inc. | Automotive headlamp assembly fastening system |
US5720571A (en) * | 1994-12-22 | 1998-02-24 | Super Stud Building Products, Inc. | Deflection slide clip |
US5846018A (en) * | 1996-08-26 | 1998-12-08 | Super Stud Building Products, Inc. | Deflection slide clip |
JP3329698B2 (ja) * | 1997-07-17 | 2002-09-30 | 昭和電線電纜株式会社 | 動吸振器 |
US5876006A (en) * | 1997-08-22 | 1999-03-02 | Scafco Corporation | Stud mounting clip |
JPH11124926A (ja) * | 1997-10-22 | 1999-05-11 | Kawakubo Kensetsu Kk | 建築構造体およびその組立方法 |
JP2000352113A (ja) * | 1999-04-06 | 2000-12-19 | Ohbayashi Corp | ボルト接合部の制振構造 |
US6196356B1 (en) * | 1999-08-24 | 2001-03-06 | Terryle L. Sneed | Method and apparatus for installing elevator car and counterweight guide rails |
US6213679B1 (en) * | 1999-10-08 | 2001-04-10 | Super Stud Building Products, Inc. | Deflection slide clip |
US6688069B2 (en) * | 2000-07-24 | 2004-02-10 | Unimast Incorporated | Vertical slide clip |
ATE541098T1 (de) * | 2001-05-09 | 2012-01-15 | Damptech As | Reibungsdämpfer zur bewegungsdämpfung von strukturen |
JP4615790B2 (ja) * | 2001-09-25 | 2011-01-19 | 大和ハウス工業株式会社 | 摩擦ダンパー |
JP2003307253A (ja) * | 2002-04-12 | 2003-10-31 | Ohbayashi Corp | 摩擦ダンパー |
US6681538B1 (en) * | 2002-07-22 | 2004-01-27 | Skidmore, Owings & Merrill Llp | Seismic structural device |
US6994385B2 (en) * | 2003-10-23 | 2006-02-07 | Sigears John M | Arrow extractor |
ATE405231T1 (de) * | 2004-01-07 | 2008-09-15 | Djo Llc | Kniestützscharniere mit adaptiver bewegung |
US7293393B2 (en) * | 2004-01-27 | 2007-11-13 | Worthington Armstrong Venture | Perimeter clip for seismic ceilings |
TWI242628B (en) * | 2004-06-04 | 2005-11-01 | Ind Tech Res Inst | Seismic-protection wheel locational anchorage |
JP4775808B2 (ja) * | 2004-12-03 | 2011-09-21 | 株式会社不二越 | 免震部品ユニット及び免震装置 |
JP2007040063A (ja) * | 2005-08-05 | 2007-02-15 | Daiwa House Ind Co Ltd | ブレース構造 |
US7306191B1 (en) * | 2006-09-01 | 2007-12-11 | Bi-Ju Chen | Suspension structure for a ceiling fan |
US7647734B2 (en) * | 2007-05-21 | 2010-01-19 | Skidmore Owings & Merrill Llp | Seismic structural device |
-
2007
- 2007-05-21 US US11/751,156 patent/US7647734B2/en active Active
-
2008
- 2008-05-06 JP JP2010509427A patent/JP5123378B2/ja active Active
- 2008-05-06 CA CA2687090A patent/CA2687090C/en active Active
- 2008-05-06 ES ES08747677T patent/ES2870998T3/es active Active
- 2008-05-06 CN CN2008800171883A patent/CN101680223B/zh active Active
- 2008-05-06 EP EP08747677.6A patent/EP2147170B1/en active Active
- 2008-05-06 WO PCT/US2008/062728 patent/WO2008147642A1/en active Application Filing
- 2008-05-06 PT PT87476776T patent/PT2147170T/pt unknown
Also Published As
Publication number | Publication date |
---|---|
JP2010528234A (ja) | 2010-08-19 |
US20080289268A1 (en) | 2008-11-27 |
CA2687090C (en) | 2015-06-23 |
ES2870998T3 (es) | 2021-10-28 |
EP2147170B1 (en) | 2021-05-05 |
EP2147170A1 (en) | 2010-01-27 |
CN101680223A (zh) | 2010-03-24 |
US7647734B2 (en) | 2010-01-19 |
WO2008147642A1 (en) | 2008-12-04 |
CA2687090A1 (en) | 2008-12-04 |
EP2147170A4 (en) | 2016-08-10 |
CN101680223B (zh) | 2012-12-26 |
PT2147170T (pt) | 2021-06-01 |
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