WO2009075175A1 - Amortisseur à frottement du type mural - Google Patents

Amortisseur à frottement du type mural Download PDF

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Publication number
WO2009075175A1
WO2009075175A1 PCT/JP2008/071092 JP2008071092W WO2009075175A1 WO 2009075175 A1 WO2009075175 A1 WO 2009075175A1 JP 2008071092 W JP2008071092 W JP 2008071092W WO 2009075175 A1 WO2009075175 A1 WO 2009075175A1
Authority
WO
WIPO (PCT)
Prior art keywords
long holes
friction
movable plates
wall type
horizontal
Prior art date
Application number
PCT/JP2008/071092
Other languages
English (en)
Japanese (ja)
Inventor
Hidekazu Sato
Megumu Ishibashi
Kazuhiro Nagashima
Original Assignee
Oiles Corporation
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Oiles Corporation filed Critical Oiles Corporation
Priority to JP2009545378A priority Critical patent/JP5406042B2/ja
Priority to CN2008801207327A priority patent/CN101896674A/zh
Publication of WO2009075175A1 publication Critical patent/WO2009075175A1/fr

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00—Vibration-dampers; Shock-absorbers
    • F16F7/08—Vibration-dampers; Shock-absorbers with friction surfaces rectilinearly movable along each other
    • 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
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Vibration Dampers (AREA)

Abstract

Cette invention concerne un amortisseur à frottement du type mural qui peut utiliser directement un décalage horizontal entre poutres supérieures et inférieures à chaque étage d'un bâtiment élevé, provoqué par des perturbations telles que les séismes et le vent, dont la structure est simple, et dans lequel une réduction de la force de pression agissant sur les surfaces de frottement est minimisée pour maintenir une force d'amortissement par frottement initiale. Un amortisseur à frottement de type mural (1) comprend des plaques mobiles (11, 13, 15) comprenant des orifices allongés qui sont disposés à intervalles prédéterminés dans les sens horizontal et vertical de manière à s'étendre dans le sens horizontal, et partant d'un élément inférieur (3) ; des plaques fixes (4, 6, 8) comprenant des orifices ronds qui sont formés à des positions orientées face aux positions des orifices allongés formés dans les plaques mobiles, et s'étendant verticalement depuis un élément supérieur (2) ; des éléments de frottement pris en sandwich entre les plaques mobiles et les plaques fixes et consistant en des matériaux de glissement (25) et des matériaux d'ajustement (26) ; des ronds d'acier PC (31) pénétrant dans les orifices allongés formés dans les plaques mobiles et dans les orifices ronds formés dans les plaques fixes de sorte à faire face aux orifices allongés ; et des écrous de fixation (32). Les matériaux de glissement et les matériaux d'ajustement des éléments de frottement réalisent un glissement à frottement par déformation horizontale relative des éléments supérieur et inférieur.
PCT/JP2008/071092 2007-12-13 2008-11-20 Amortisseur à frottement du type mural WO2009075175A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2009545378A JP5406042B2 (ja) 2007-12-13 2008-11-20 壁型摩擦ダンパ
CN2008801207327A CN101896674A (zh) 2007-12-13 2008-11-20 壁式摩擦阻尼器

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2007321513 2007-12-13
JP2007-321513 2007-12-13

Publications (1)

Publication Number Publication Date
WO2009075175A1 true WO2009075175A1 (fr) 2009-06-18

Family

ID=40755418

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2008/071092 WO2009075175A1 (fr) 2007-12-13 2008-11-20 Amortisseur à frottement du type mural

Country Status (4)

Country Link
JP (1) JP5406042B2 (fr)
CN (2) CN101896674A (fr)
TW (1) TWI444541B (fr)
WO (1) WO2009075175A1 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101402479B1 (ko) * 2011-06-09 2014-06-09 (주) 동양구조안전기술 제진 댐퍼
US8807307B2 (en) * 2010-02-12 2014-08-19 Industry-Academic Cooperation Foundation, Chosun University High-performance shear friction damper
JP2014194116A (ja) * 2013-03-28 2014-10-09 Tokyu Construction Co Ltd 建物の制振構造
US20150159369A1 (en) * 2013-12-10 2015-06-11 China Steel Corporation Energy-dissipating junction assembly and shockproof structure using the same
CN109821410A (zh) * 2019-03-22 2019-05-31 国电环境保护研究院有限公司 一种脱硫脱硝塔的支撑结构
JP2021001443A (ja) * 2019-06-19 2021-01-07 三井住友建設株式会社 建物の制振構造及びその構築方法
CN115653099A (zh) * 2022-12-27 2023-01-31 石家庄铁道大学 一种高耗能钢管混凝土叠合柱-预制梁节点结构

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI509134B (zh) * 2013-05-28 2015-11-21 Chien Jia Shang Chang 高效能套管摩擦阻尼器
JP5426048B1 (ja) * 2013-09-25 2014-02-26 孝典 佐藤 制震壁構造
CN104196145A (zh) * 2014-09-01 2014-12-10 中建三局集团有限公司 一种抗震建筑消能减震阻尼器构件
CN104631647B (zh) * 2015-01-19 2016-11-16 江苏沪宁钢机股份有限公司 高层减震阻尼装置
CN104929263B (zh) * 2015-06-23 2017-03-15 东南大学 一种建筑减振用装配式铅‑泡沫铝复合材料阻尼器
CN106401254B (zh) * 2016-09-14 2018-11-06 东南大学 一种屈曲约束核心板耗能的自复位钢框架结构
JP6883439B2 (ja) * 2017-02-14 2021-06-09 オイレス工業株式会社 制振装置
CN108301676B (zh) * 2018-04-10 2023-09-22 河南理工大学 一种多维度复合式承拉型抗震缝装置
CN109707777B (zh) * 2018-12-29 2020-09-08 北京金风科创风电设备有限公司 阻尼器、风力发电机组以及安装方法
CN114232830B (zh) * 2022-01-21 2023-03-24 广州大学 一种三维隔震滑板支座

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02209572A (ja) * 1989-02-07 1990-08-21 Takenaka Komuten Co Ltd 高力ボルト応用の制震用ダンパー
JP2001132262A (ja) * 1999-11-02 2001-05-15 Oriental Construction Co Ltd 摩擦減衰機構を備える制振架構
JP2005207538A (ja) * 2004-01-23 2005-08-04 Oiles Ind Co Ltd 摩擦ダンパ
JP2006241934A (ja) * 2005-03-07 2006-09-14 Ohbayashi Corp ダンパー装置

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4844925B2 (ja) * 2006-03-16 2011-12-28 清水建設株式会社 制震ダンパー

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02209572A (ja) * 1989-02-07 1990-08-21 Takenaka Komuten Co Ltd 高力ボルト応用の制震用ダンパー
JP2001132262A (ja) * 1999-11-02 2001-05-15 Oriental Construction Co Ltd 摩擦減衰機構を備える制振架構
JP2005207538A (ja) * 2004-01-23 2005-08-04 Oiles Ind Co Ltd 摩擦ダンパ
JP2006241934A (ja) * 2005-03-07 2006-09-14 Ohbayashi Corp ダンパー装置

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8807307B2 (en) * 2010-02-12 2014-08-19 Industry-Academic Cooperation Foundation, Chosun University High-performance shear friction damper
US20140326557A1 (en) * 2010-02-12 2014-11-06 Industry-Academic Cooperation Foundation, Chosun University High-performance shear friction damper
US9133641B2 (en) * 2010-02-12 2015-09-15 Industry-Academic Cooperation Foundation, Chosun University High-performance shear friction damper
KR101402479B1 (ko) * 2011-06-09 2014-06-09 (주) 동양구조안전기술 제진 댐퍼
JP2014194116A (ja) * 2013-03-28 2014-10-09 Tokyu Construction Co Ltd 建物の制振構造
US20150159369A1 (en) * 2013-12-10 2015-06-11 China Steel Corporation Energy-dissipating junction assembly and shockproof structure using the same
CN109821410A (zh) * 2019-03-22 2019-05-31 国电环境保护研究院有限公司 一种脱硫脱硝塔的支撑结构
CN109821410B (zh) * 2019-03-22 2024-02-06 国电环境保护研究院有限公司 一种脱硫脱硝塔的支撑结构
JP2021001443A (ja) * 2019-06-19 2021-01-07 三井住友建設株式会社 建物の制振構造及びその構築方法
JP7220627B2 (ja) 2019-06-19 2023-02-10 三井住友建設株式会社 建物の制振構造及びその構築方法
CN115653099A (zh) * 2022-12-27 2023-01-31 石家庄铁道大学 一种高耗能钢管混凝土叠合柱-预制梁节点结构

Also Published As

Publication number Publication date
JP5406042B2 (ja) 2014-02-05
TW200936909A (en) 2009-09-01
JPWO2009075175A1 (ja) 2011-04-28
TWI444541B (zh) 2014-07-11
CN104847031A (zh) 2015-08-19
CN101896674A (zh) 2010-11-24
CN104847031B (zh) 2017-09-29

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