TW295612B - - Google Patents
Download PDFInfo
- Publication number
- TW295612B TW295612B TW084108250A TW84108250A TW295612B TW 295612 B TW295612 B TW 295612B TW 084108250 A TW084108250 A TW 084108250A TW 84108250 A TW84108250 A TW 84108250A TW 295612 B TW295612 B TW 295612B
- Authority
- TW
- Taiwan
- Prior art keywords
- damping
- damper
- structural parts
- hardware
- damping element
- Prior art date
Links
Classifications
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
- F16F1/00—Springs
- F16F1/36—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
- F16F1/40—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers
-
- 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
-
- 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
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
-
- 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
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/30—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium with solid or semi-solid material, e.g. pasty masses, as damping medium
- F16F9/306—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium with solid or semi-solid material, e.g. pasty masses, as damping medium of the constrained layer type, i.e. comprising one or more constrained viscoelastic layers
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Bridges Or Land Bridges (AREA)
Description
(由本局填寫) 經濟部中央標準局員X消f合作社印製 承辦人代碼 大 類: A6 B6 I P C分類: 本案已向: 國(地區)申請專利,申請日期:卢ν’Γ ° 案號:fl/cΗ, Λτ,□有□無主張優先權 有關微生物已寄存於: ,寄存日期: ,寄存號碼: Γ 裝〆 I *务! (請先閱讀背面之注意事項再填寫本頁各爛) -3- 本紙張尺度適用中國國家標隼(CNS ) Λ4規格(210X29,公釐) Μ ----- B7 五、發明説明(’) 發明背景 能量驅散g且尼器傳統上使用在諸如建築p、橋揉、水技 、:L±:L部結構改良等的結構中,用以減少導^風77也 震等的振動效果。基本上,這些能量驅散阻,包含直 接固合至較大型阻尼器結構件上的些阻尼器 接著置於諸如建築物的結構中,其裝置方式可極有故地減 少結構體上的振動效果。 下面之參考資料説明可使用於建築等之已知的非模組化 能量驅散阻尼器。
Caldwell等人在美國第3,605,953號專利中,發表一種非 模組化阻尼’其具有黏塑層而緊固地黏合至一付具有寬廣 表面的硬件上。每一硬件的硬度,越過0.1吋(2.54釐米) 的麵材。阻尼單元可安裝在建築結構的支律柱與橫樑之間 〇
Scholl在美國第4,910,929號專利中,發表一種非模組化 阻尼,其具有堅硬的附件以及配具選擇性熱能驅散板而夾 入彈性附件中的彈性附件。堅硬附件基本上連接在建築物 或結構獲的橫樑與支柱之間,俾提供丨00 %相等或更大於 建築物本身阻尼之阻尼效果。
Fukahori等人在美國第4 761,925號專利中,發表一種防 震橡皮軸承,其由變通之硬銅板及具有黏塑特性之彈性板 組成’它們均固合在厚鋼板的凸緣之間。防震橡皮軸承在 水平方向具有彈性或較低的剪力模數,同時疊置在建築物 與基礎之間。 _ - 4 - 本紙張尺度 (21GX 297 公釐] -- (請先閲讀背面之注意事項再填寫本頁)
,1T 經濟部中央樣準局員工消費合作社印製 A7 -------- 五'發明説明(2 )
Robinson在美國第4,117637號專利中,發表一種疊置 在結構體構件之間的循環式剪能吸收器,俾將其與地震隔 絕,或是避免由強風造成的移動。有用之能量吸收材料包 含錯、銘、超塑合金、以及冰塊。
Mdes在美國第4,425,98〇號專利中,發表橫樑阻尼器, 其包含配具凸緣的橫樑,以及一層介於凸緣及待防震之結 構表皮間的黏塑材料。横樑的剖面形狀可爲I、L、z、u 或T形。
White的美國第4,823,522號專利中,發表—種能量吸收 總成,其中許多相隔之金屬板似元件相互連接,使得元件 自其較南端呈懸吊狀。較高端可與底板樑相連,而懸吊端 與和底板樑鄰靠的支柱相連。 發明總論 經濟部中央標率局負工消費合作社印製 -----^---.--衣-- C诗先間讀背而之.江意事項再填寫本頁) 本發明關於一種能量驅散阻尼器,其使用的阻尼组( 即此處所論及的阻尼元件),由振動阻尼材料及硬件(譬如 金屬板)的交錯層組成。模組化阻尼可藉由將個別阻尼模 組固疋在阻尼器的結構件上而由個別阻尼模組組成。個別 阻尼元件可藉由螺栓、暗筲、焊接或黏合固接、互鎖表面 特性、或是其他固定技術之任何組合而固定或者依附至模 組化阻尼的結構件中。模組的外側硬件可選擇性地伸長, 合許阻尼元件更易於栓合’焊合或固定在能量驅散模組化 阻尼的結構件中。 模組化阻尼的步驟是獨特的,其容許振動阻尼材料與阻 尼元件硬件的完全固合,在模組化阻尼的大型結構件以外 -5 - 適用中國國家( CNS ) A4規格(2!〇χ 297公後 B· 五、發明説明(3 ) 進行(當使用具有兩個外硬件的阻尼模組時)。此在設計可 行性、性能測試、顧客服務、存量處理、製造加工、製造 成本、品質、生產安全/人類工學及運輸上,提供巨大的 優點。 經濟部中央標隼局員工消費合作杜印聚 阻尼器基本上爲能量驅散能力及固合強度而進行試驗。 本發明模組化阻尼的一項重要優點,爲易於對具有兩個外 硬件的每一阻尼模組,進行能量驅散能力及固合強度試驗 。針對大多數的大型及重型傳統阻尼器而言,爲了評估製 造產品的能量驅散能力及固合強度,整個阻尼器必須測試 。測試大型及重型的最終總成甚爲困難,耗資且有時爲不 可能的。測試本發明使用之較小阻尼模組的能量驅散能力 及固合強度比較容易,其可對這些性能試驗進行較大範圍 的樣本計量。傳統阻尼器非由可在最終阻尼器製成之前而 個別進行試驗的個別模組構成。因此,大型阻尼器本身必 須加以測試。此必須使用具有大輸入力量的大型機器,俾 測試阻尼器的特性。此一大型機器基本上爲—試驗單元, 其在高至1_5吋(38釐米)或是更多的位移中,可具有2〇〇 kips(重量單位,每kip爲1〇〇〇磅)(9〇9><1〇4公斤)至1〇〇〇 kips (4.55X10公斤)的高頻(1赫茲)激發。此一型式的裝 置非常稀少,同時操作時既困難且昂貴。使用在本發明阻 尼器上的小型個別阻尼元件,可在較小型的試驗單元中測 試,同時隨著它們的較小實體尺寸而僅需相當小的輸入力 量。 另重大優點爲自最終阻尼器中拆下及更換阻尼模組或 -6 本紙張瓦度通用中_?i準(CNS) Λ4規格-——-———
A 2956“ 五、發明説明(4 ) (請先閱請背面之·.:i意事項再填,-本頁) 元件的能力。阻尼元件在一旦阻尼器裝入其功能位置後( 裝入建築物、橋樑等),可自阻尼器的結構件中解鎖。藉 由外硬件而黏固或焊合在阻尼器内的阻尼元件,亦可加以 拆卸或更換。黏合劑可使用溶劑及/或熱處理及/或藉由切 割而剝落,用以拆下阻尼元件。焊點可以磨除或火焰切割 而拆下阻尼元件。雖然阻尼元件可能在除去黏合劑及焊點 過程中遭到損壞,但阻尼器的結構件將仍可使用。藉由螺 栓或暗筲安裝的阻尼元件,將更於拆卸,且在拆卸過程中 不易損壞。 '=» 自傳統阻尼器中拆下阻尼元件而做保養、測試、更換損 壞材料或是硬度調整相當困難,因爲阻尼材料係直接固合 在阻尼器的結構件上(譬如金屬阻尼器底盤)^ "阻尼器底 盤爲一種泛稱,用以統述所有的阻尼結構件。 .當使用本發明模組化阻尼時,關於改進顧客服務方面, 亦有其優點。其十阻尼模組可定期修理、測試、修改或是 能量驅散能力在操作過程中過多時加以更換。 目前,結構體内之廣泛改變的安裝環境,需要針對不同 結構體的’獨特阻尼器,使其難以標準化產品來服務市場。 經濟部中央標準局員工消費合作社印製 本發明的另一優點爲存量的易於備便。因爲阻尼元件不 再爲獨特的阻尼器而製造,它們可以許多的”標準化"形態 加以庫儲。接著,這些一般性,,標準化,,阻尼元件可加入顧 客用阻尼器中’使得顧客用之阻尼器需求,可以一般性的 ^尼模組供應。此時,只剩結構件(譬如結構底盤)需針對 每一計畫加以顧客化。 經濟部中央標孳局員工消費合作社印製 A7 -------B? 五、發明湖(5 ) ' ' — 尤有進者,藉由將阻尼元件的栓合、筲合、焊合、互鎖 表面特性等固合至結構件而安裝阻尼元件至最終阻尼器中 ,較目前用於傳統阻尼器上的固合過程大爲簡化。譬如, 的傳統阻尼器而言,將該種 構件製成固免^需之表面jp·滑度甚爲耗資且困難,同時在 固化過程中,它們因過大而呈現出^祥挑科「- " 尤其是對一諸如四逢方形管狀阻尼器的複雜阻尼器設計 而言,每邊必須做固合的準備,接著黏合,硬化且在由周 遭阻尼結構件嚴格限制的區域内,清理已硬化的剩餘黏合 劑6因此’傳統阻尼器的準備工作相當複雜。這些問題可 用本發明的模組化阻尼加以克服。 本發明亦提供材料的易於處理。對一固合工廠而言,阻 尼元件的較小'硬件(譬如,i、金屬板)在精、密組装加工中的後 勤及處理,相較於處理大且重之完工阻尼器結構件時大爲 簡易。這些優點關係到較佳的使用工廠空間,增進生產力 ’以及需要適當的材料處理裝備而安全地處理較大結構件 的較少投資。因此,如有需要’負责將阻尼元件或模組裝 入最終陴尼器内的外包工廠,可處理這些最終大件的後勤 工作0 此外,使用均一且可預測形狀及尺寸之阻尼模組硬件的 可能性’使得固合加工的自動化’遠較傳統的阻尼器簡單 ,因而自成本觀點而言更爲可行。目前及過去阻尼器的顧 客種類,不可預測之零件尺寸及形狀,以及大宗的那些零 件,大大地複雜了自動化生產的任何考慮。過去阻尼器的 -8 - 本纸張尺度通用中國國家標隼(CNS ) Λ4規樁(2!ΟΧ29·7公t ) - ^^1 - - 1-. ^^1 In —^1 I ^ I 1-二 I- !| - — - I , X ,va > (請先閱讀背面之';i意事項再填寫本頁)
Claims (1)
- 結濟部中央螓达局Μ工消費合作.社印災 五、發明説明(6 ) 多樣性及獨特性’要求綠尼材料直接固合至許多種類之 大型尺寸的結構件中。針對阻尼器市場上的顧客本性,不 可能預測要求之結構件的未來形狀及尺寸,因此其嚇人 昂價將無法進行固合加工的自動化。縱然是針對種爲顧 莩設計的阻尼器而言,採用之模組化阻尼仍需某人來自動 化阻尼模組的固合,但仍需顧客化結構件以符顧客的需束 未。本發明的阻尼元件製造商’具有提供阻尼元件予合約 商的選擇而裝入最終阻尼器的結構件中。因此,人們可以 更具成本效益的方式來支揮顧客事業。 本發明亦可在振動阻尼材料及其固合的薄相,提供均 一^品^侵點·。本發明中的振動阻尼材料,係黏附在 阻尼模組的較i硬件中而非阻尼大結構件中。 除去那些自固合加工中基本上用在阻尼結構件上的大、重 以及奇怪形狀的零件外,在阻尼元件的振動阻尼材料及硬 件間的固合,將可遠易於控制。 亦如前面所述地’製造傳統阻尼器需將振動阻尼材料直 接困S至阻尼器的大結構件中。在此一情況下,每一結構 件,必須,在固合至振動阻尼材料的區域中,較佳地精密加 工至不大於0.005吋(0.127釐米)的平滑度。此爲極耗資的 加工。有時,大部份的結構件必須移除而達到平滑度的需 求’而此將嚴重地削弱了構件。 藉由使用本發明,阻尼元件的硬件基本上選用平滑且爲 長方形,另與結構件相較亦比較小。它耗用極少的成本而 將阻尼元件的硬件,精密加工至必需的規格。 ,在本 — * 9 ' (我張尺度杉1巾關家鱗(CNS ) Α4規格(:10.x •尸公舞
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US50570095A | 1995-07-21 | 1995-07-21 |
Publications (1)
Publication Number | Publication Date |
---|---|
TW295612B true TW295612B (zh) | 1997-01-11 |
Family
ID=24011454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW084108250A TW295612B (zh) | 1995-07-21 | 1995-08-08 |
Country Status (13)
Country | Link |
---|---|
US (1) | US5946866A (zh) |
EP (1) | EP0840830A1 (zh) |
JP (1) | JPH11509608A (zh) |
KR (1) | KR19990035758A (zh) |
CN (1) | CN1191003A (zh) |
AU (1) | AU6109396A (zh) |
IL (1) | IL122798A0 (zh) |
JO (1) | JO1928B1 (zh) |
MX (1) | MX9800560A (zh) |
PE (1) | PE12998A1 (zh) |
TR (1) | TR199800101T1 (zh) |
TW (1) | TW295612B (zh) |
WO (1) | WO1997004193A1 (zh) |
Families Citing this family (77)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6223483B1 (en) * | 1999-09-14 | 2001-05-01 | Isamu Tsukagoshi | Vibration damping mechanism and anti-earthquake wall material |
DE19957410A1 (de) * | 1999-11-29 | 2001-05-31 | Wolf Woco & Co Franz J | Kardanisch elastische Aufhängung |
JP4942238B2 (ja) * | 2000-04-19 | 2012-05-30 | 株式会社ブリヂストン | ラバーダンパー |
FR2818717B1 (fr) * | 2000-12-26 | 2003-03-07 | Eurocopter France | Dispositif de liaison elastique amortie et son procede de fabrication |
CA2446498A1 (en) | 2001-05-09 | 2002-11-14 | Damptech Aps | Frictional damper for damping movement of structures |
KR20010085005A (ko) * | 2001-07-12 | 2001-09-07 | 이 상 준 | 면진장치에 공명현상을 방지하기 위하여 사용되는수직하중지지부틸고무 |
FR2834540B1 (fr) * | 2002-01-04 | 2005-10-28 | Bonatrans As | Amortisseur de vibrations et de bruit |
KR20040085157A (ko) * | 2002-02-27 | 2004-10-07 | 이시가와지마 하리마 쥬우고오교 가부시끼가이샤 | 감쇠 장치 및 상기 감쇠 장치에 있어서 감쇠체의 특성주파수를 설정하기 위한 방법 |
US7174680B2 (en) * | 2002-05-29 | 2007-02-13 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US6837010B2 (en) * | 2002-12-05 | 2005-01-04 | Star Seismic, Llc | Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods |
US6931800B2 (en) * | 2003-02-28 | 2005-08-23 | Fayed S. Sedrak | Structural supplemental rubber dampers (SSRD) |
US20060207196A1 (en) * | 2003-04-29 | 2006-09-21 | Zoran Petraskovic | System of seismic strengthening of structure |
EP1544366A1 (de) * | 2003-12-18 | 2005-06-22 | Elcon AG | Gebäude aus vorfabrizierten Raumzellen |
WO2005074383A2 (en) * | 2004-02-10 | 2005-08-18 | Rafael - Armament Development Authority Ltd. | Noise and vibration damper providing precise mechanical interface |
CN1973098B (zh) * | 2004-03-03 | 2010-07-28 | 波利瓦洛尔合股公司 | 具有张紧构件的自对中能量消散式撑杆装置 |
US20060150538A1 (en) * | 2004-12-27 | 2006-07-13 | Thomas Gareth R | Load-limiting device |
US7263806B2 (en) * | 2005-04-11 | 2007-09-04 | Ridg-U-Rak, Inc. | Storage rack vibration isolators and related storage racks |
US7249442B2 (en) * | 2005-04-11 | 2007-07-31 | Ridg-U-Rak, Inc. | Storage rack vibration isolators and related storage rack systems |
US20060277843A1 (en) * | 2005-05-13 | 2006-12-14 | Tracy Livingston | Structural tower |
CA2524547A1 (en) * | 2005-10-26 | 2007-04-26 | Constantin Christopoulos | Fork configuration dampers and method of using same |
EP1974111A4 (en) * | 2005-12-30 | 2010-01-06 | Tracy Livingston | LIFTING SYSTEM AND APPARATUS FOR THE CONSTRUCTION OF WIND TURBINES |
US8069634B2 (en) | 2006-10-02 | 2011-12-06 | General Electric Company | Lifting system and apparatus for constructing and enclosing wind turbine towers |
JP2008261490A (ja) * | 2007-03-16 | 2008-10-30 | Nippon Steel Engineering Co Ltd | 滑り式積層板支承、構造物及び滑り式積層板支承の調整方法 |
US7712266B2 (en) * | 2007-05-22 | 2010-05-11 | Skidmore Owings & Merrill Llp | Seismic structural device |
US7834090B2 (en) * | 2007-08-03 | 2010-11-16 | The Gates Corporation | Rubber composition and vibration damper using the rubber composition |
US8381463B2 (en) | 2007-10-30 | 2013-02-26 | Martin A. Muska | Energy absorbing system for safeguarding structures from disruptive forces |
US8127904B2 (en) | 2008-04-04 | 2012-03-06 | Muska Martin A | System and method for tuning the resonance frequency of an energy absorbing device for a structure in response to a disruptive force |
ES2358936B1 (es) * | 2008-04-10 | 2012-03-21 | Universitat De Girona | Sistema modular de disipación de energ�?a. |
US8016268B2 (en) * | 2008-05-30 | 2011-09-13 | Wind Tower Systems, Llc | Wind tower service lift |
BRPI0917769A2 (pt) * | 2008-12-15 | 2016-02-23 | Wind Tower Systems Llc | formato estrutural para membros de torre eolica |
FR2950027B1 (fr) * | 2009-09-11 | 2011-12-09 | Eurocopter France | Adaptateur de frequence en trainee d'une pale d'un rotor. |
US8316589B2 (en) * | 2010-07-02 | 2012-11-27 | National Applied Research Laboratories | Dual-core self-centering energy dissipation brace apparatus |
WO2012094756A1 (en) * | 2011-01-14 | 2012-07-19 | Constantin Christopoulos | Coupling member for damping vibrations in building structures |
US8402702B1 (en) * | 2011-04-01 | 2013-03-26 | Roberto Villaverde | Aseismic sliding isolation system using hydromagnetic bearings |
JP5002724B1 (ja) * | 2011-10-26 | 2012-08-15 | 孝典 佐藤 | 免震床の設置方法 |
US8844205B2 (en) * | 2012-01-06 | 2014-09-30 | The Penn State Research Foundation | Compressed elastomer damper for earthquake hazard reduction |
JP5970818B2 (ja) * | 2012-01-10 | 2016-08-17 | オイレス工業株式会社 | 免震機構 |
TW201400677A (zh) * | 2012-06-22 | 2014-01-01 | Chong-Shien Tsai | 可自動歸位的建築阻尼器 |
US8827586B2 (en) * | 2012-06-27 | 2014-09-09 | The Boeing Company | Damping mechanical linkage |
TWI529284B (zh) * | 2012-06-29 | 2016-04-11 | Univ Nat Cheng Kung | Composite damping connector |
JP5945077B2 (ja) * | 2012-11-05 | 2016-07-05 | インダストリー−アカデミック コーポレーション ファウンデイション, チョソン ユニバーシティーIndustry−Academic Cooperation Foundation, Chosun University | 可変摩擦ダンパ |
US11284662B2 (en) | 2013-03-12 | 2022-03-29 | Newtonoid Technologies, L.L.C. | Apparatus for dispersing impact forces |
US9845838B2 (en) | 2013-03-12 | 2017-12-19 | Newtonoid Technologies, L.L.C. | Apparatus for dispersing impact forces |
US9745741B2 (en) | 2013-03-14 | 2017-08-29 | Timothy A. Hayes | Structural connection mechanisms for providing discontinuous elastic behavior in structural framing systems |
US9080339B2 (en) * | 2013-03-14 | 2015-07-14 | Timothy A. Hayes | Structural connection mechanisms for providing discontinuous elastic behavior in structural framing systems |
US9097027B2 (en) * | 2013-03-15 | 2015-08-04 | EQX Global LLC | Systems and methods for providing base isolation against seismic activity |
TWI571550B (zh) * | 2014-01-17 | 2017-02-21 | Chung Che Chou | Weighing device |
EP2921612B1 (en) * | 2014-03-18 | 2016-05-18 | Maurer Söhne Engineering GmbH & Co. KG | Energy dissipating device |
CN103993677B (zh) * | 2014-05-13 | 2016-04-20 | 同济大学 | 两阶段混合型消能减震装置 |
KR101477464B1 (ko) * | 2014-09-16 | 2015-01-06 | 충남대학교산학협력단 | 기존 건축물의 내진보강을 위한 철근 콘크리트 구조로 이루어진 슬릿 끼움벽의 내진 성능 예측방법 |
JP2016061410A (ja) * | 2014-09-19 | 2016-04-25 | オイレス工業株式会社 | 構造物用振動減衰装置 |
CN104314192A (zh) * | 2014-10-22 | 2015-01-28 | 上海大学 | 一种带位移放大装置的多层阻尼器 |
US9828767B2 (en) * | 2014-10-27 | 2017-11-28 | American Panel Tec Corp. | Prefabricated lightweight steel wall tensioning system |
CN104989761B (zh) * | 2015-07-09 | 2018-01-02 | 北京电力自动化设备有限公司 | 一种弹性支撑结构 |
US9963878B2 (en) * | 2015-07-20 | 2018-05-08 | Wasatch Composite Analysis LLC | Composite disc axial dampener for buildings and structures |
EP3154165B1 (de) * | 2015-10-05 | 2021-07-28 | Enrichment Technology Company Ltd. Zweigniederlassung Deutschland | Schwungradeinheit mit dämpfungseinrichtung |
CN105735508B (zh) * | 2016-03-13 | 2018-01-12 | 北京工业大学 | 一种粘滞型阻尼器输入速率放大装置 |
JP6579026B2 (ja) * | 2016-04-15 | 2019-09-25 | オイレス工業株式会社 | 橋梁用の免震支承及びそれを用いた橋梁 |
US10266139B2 (en) | 2016-11-02 | 2019-04-23 | Newtonoid Technologies, L.L.C. | Automotive transportation systems and methods for monitoring activity and providing controlled response |
US9759286B1 (en) * | 2016-11-30 | 2017-09-12 | Newtonoid Technologies, L.L.C. | Damping adhesive |
US10223985B2 (en) | 2016-12-23 | 2019-03-05 | Newtonoid Technologies, L.L.C. | Intelligent glass displays and methods of making and using same |
CN111465903A (zh) * | 2017-12-15 | 2020-07-28 | Asml荷兰有限公司 | 用于制造阻尼装置的方法、光刻设备、投影系统和器件制造方法 |
JP7108305B2 (ja) * | 2017-12-22 | 2022-07-28 | 株式会社タイカ | 制振ダンパ用の付加ばね構造体及び制振ダンパ |
CL2017003357A1 (es) * | 2017-12-22 | 2019-10-11 | Univ Pontificia Catolica Chile | Dispositivo y sistema de aislación sísmica del tipo elastomérico-friccional con auto-centrado y disipación de energía para estructuras livianas y equipos industriales, así como estructuras esbeltas, particularmente estructuras y equipos sustentados sobre pilares, patas o lo similar sobre fundaciones. |
CN108222281B (zh) * | 2018-02-09 | 2023-06-30 | 北京建筑大学 | 一种装配式梁板连接结构及方法 |
NL1042777B1 (en) * | 2018-03-06 | 2019-09-13 | Wavin Bv | A spacer for fixation to a construction element, for maintaining a relative distance to another construction element, and for restricting a movement about a position relative to another construction element |
CN108590300B (zh) * | 2018-03-30 | 2019-11-12 | 东南大学 | 自复位金属耗能拉索 |
PT111111B (pt) * | 2018-08-14 | 2024-12-24 | Bosch Termotecnologia Sa | Disposição de placas de oscilação para conexão de uma máquina a uma base |
CN109779059A (zh) * | 2018-12-26 | 2019-05-21 | 上海建工集团股份有限公司 | 一种阻尼可调的复合粘弹性剪切消能器及安装方法 |
DE102019201682A1 (de) | 2019-02-08 | 2020-08-13 | Maurer Engineering Gmbh | Bauwerksdämpfer mit wenigstens einem zumindest bereichsweise leiterartig ausgebildeten Schubdämpfungsteil |
JP2020181144A (ja) * | 2019-04-26 | 2020-11-05 | ヤマハ株式会社 | 制振部材 |
JP7291638B2 (ja) * | 2020-01-10 | 2023-06-15 | 日東電工株式会社 | 補強制振材および補強制振構造 |
CN111442061A (zh) * | 2020-04-27 | 2020-07-24 | 中国舰船研究设计中心 | 一种共形阵声纳接收阵隔振装置 |
CN112555316A (zh) * | 2020-11-23 | 2021-03-26 | 航天特种材料及工艺技术研究所 | 一种抗冲击的复合材料横向减振结构及其制造方法 |
CN112761278B (zh) * | 2021-01-12 | 2023-03-10 | 广州大学 | 一种带混合阻尼器的开缝耗能钢管剪力墙 |
IT202100010421A1 (it) * | 2021-04-27 | 2022-10-27 | Pier Luigi Pacitti | "sistema antisismico strutturale le.a.d.” (legature antisismiche dissipative) a dissipazione di energia con controventi pretensionati in acciaio agganciati ad un dissipatore elastomerico con freno ad attrito |
JP2022188926A (ja) * | 2021-06-10 | 2022-12-22 | 本田技研工業株式会社 | 粉体塗装装置および粉体塗装方法 |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3605953A (en) * | 1969-05-26 | 1971-09-20 | Minnesota Mining & Mfg | Bidirectional damping unit |
IN145684B (zh) * | 1975-07-01 | 1979-04-21 | Spie Batignolles | |
NZ178949A (en) * | 1975-10-14 | 1979-04-26 | New Zealand Dev Finance | Energy absorber for eg bouldings:cyclicylly deformable body in shear |
US4425980A (en) * | 1981-12-14 | 1984-01-17 | The Boeing Company | Beam dampers for damping the vibrations of the skin of reinforced structures |
JPS59134230A (ja) * | 1983-01-18 | 1984-08-01 | Hideyuki Tada | 免震杭 |
US4761925A (en) * | 1986-03-31 | 1988-08-09 | Bridgestone Corporation | Anti-seismic rubber bearing |
US4899323A (en) * | 1986-08-04 | 1990-02-06 | Bridgestone Corporation | Anti-seismic device |
US4910929A (en) * | 1986-08-20 | 1990-03-27 | Scholl Roger E | Added damping and stiffness elements |
US5233800A (en) * | 1986-10-28 | 1993-08-10 | Sumitomo Gomu Kogyo Kabushiki Kaisha | Earthquake-proofing device of peripherally restraining type |
US4823522A (en) * | 1987-04-22 | 1989-04-25 | Bechtel International Corporation | Energy absorbing and assembly for structural system |
JP2617106B2 (ja) * | 1987-10-16 | 1997-06-04 | 株式会社ブリヂストン | 建物用振動制御装置 |
US4942703A (en) * | 1989-06-19 | 1990-07-24 | Nicolai Charles M | Earthquake-proof absorption system for buildings or the like |
US5161338A (en) * | 1990-03-13 | 1992-11-10 | Hideyuki Tada | Laminated rubber support assembly |
JPH05141464A (ja) * | 1991-11-15 | 1993-06-08 | Kajima Corp | 積層ゴム支承及び該積層ゴム支承を用いた構造物の振動制御装置 |
JPH05222863A (ja) * | 1992-02-14 | 1993-08-31 | Kajima Corp | 構造物の振動制御装置 |
JP3194542B2 (ja) * | 1992-08-04 | 2001-07-30 | 住友ゴム工業株式会社 | 振動減衰装置 |
JPH06158908A (ja) * | 1992-11-18 | 1994-06-07 | Showa Electric Wire & Cable Co Ltd | 積層ゴム支承体 |
US5461835A (en) * | 1993-06-11 | 1995-10-31 | Tarics; Alexander G. | Composite seismic isolator and method |
US5474840A (en) * | 1994-07-29 | 1995-12-12 | Minnesota Mining And Manufacturing Company | Silica-containing vibration damper and method |
JPH09134230A (ja) * | 1995-09-05 | 1997-05-20 | Toshihiko Shirai | 入力操作盤用のスタンド具 |
-
1995
- 1995-08-08 TW TW084108250A patent/TW295612B/zh active
-
1996
- 1996-06-11 IL IL12279896A patent/IL122798A0/xx unknown
- 1996-06-11 KR KR1019980700414A patent/KR19990035758A/ko not_active Application Discontinuation
- 1996-06-11 AU AU61093/96A patent/AU6109396A/en not_active Abandoned
- 1996-06-11 MX MX9800560A patent/MX9800560A/es unknown
- 1996-06-11 TR TR1998/00101T patent/TR199800101T1/xx unknown
- 1996-06-11 EP EP96918424A patent/EP0840830A1/en not_active Withdrawn
- 1996-06-11 WO PCT/US1996/009901 patent/WO1997004193A1/en not_active Application Discontinuation
- 1996-06-11 JP JP9506665A patent/JPH11509608A/ja not_active Withdrawn
- 1996-06-11 CN CN96195645A patent/CN1191003A/zh active Pending
- 1996-07-16 JO JO19961928A patent/JO1928B1/en active
- 1996-07-18 PE PE1996000542A patent/PE12998A1/es not_active Application Discontinuation
-
1997
- 1997-07-15 US US08/893,120 patent/US5946866A/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JO1928B1 (en) | 1997-01-15 |
JPH11509608A (ja) | 1999-08-24 |
TR199800101T1 (xx) | 1998-04-21 |
WO1997004193A1 (en) | 1997-02-06 |
MX9800560A (es) | 1998-04-30 |
PE12998A1 (es) | 1998-03-18 |
IL122798A0 (en) | 1998-08-16 |
EP0840830A1 (en) | 1998-05-13 |
CN1191003A (zh) | 1998-08-19 |
AU6109396A (en) | 1997-02-18 |
KR19990035758A (ko) | 1999-05-25 |
US5946866A (en) | 1999-09-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
TW295612B (zh) | ||
Ghafoori et al. | Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams | |
Ghafoori et al. | Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: Experimental and numerical study | |
Avci-Karatas et al. | Experimental investigation of aluminum alloy and steel core buckling restrained braces (BRBs) | |
Tafsirojjaman et al. | Seismic strengthening of rigid steel frame with CFRP | |
MXPA98000560A (en) | Modular shock absorber and structure that contained it | |
KR20020079049A (ko) | 조합형 지진격리장치 | |
Villaverde et al. | Aseismic roof isolation system: analytic and shake table studies | |
Calabrese et al. | Investigation of the seismic performances of an FRBs base isolated steel frame through hybrid testing | |
Fawzia et al. | Enhancement of seismic performance of steel frame through CFRP strengthening | |
Cavaleri et al. | Structural performances of pultruded GFRP emergency structures–part 1: experimental characterization of materials and substructure | |
Meftah et al. | Seismic behavior of RC coupled shear walls repaired with CFRP laminates having variable fibers spacing | |
Dzulfiqar et al. | Assessment on the designed structural frame of the automatic thickness checking machine–Numerical validation in FE method | |
Mualla | Experimental evaluation of new friction damper device | |
Marshall et al. | A hybrid passive control device for steel structures, II: Physical testing | |
Rao et al. | Experimental study of base-isolated structures | |
Vladimir et al. | Optical tables vibration isolation during precision measurements | |
Tuhta | Investigation of the tuned liquid wall damper contribution to the dynamic parameters of the prestressed reinforced concrete structure using FEM | |
KR100402881B1 (ko) | 조합형 지진격리장치 | |
Gul et al. | Strengthening and evaluation of reinforced concrete beams for flexure by using external steel reinforcements | |
Bennett et al. | The seismic category I structures program: Results for FY 1986 | |
Shiomi | Study on Seismic Designs Controlling Locations of Failure Inside Steel Frame Structures Under Severe Ground Motions | |
Koetaka et al. | Shaking table test of two-story steel moment frame with seismic floor system | |
Ivanov | Vibrational activity of forging hammers. | |
Prakash et al. | Base isolation of a masonry building using modified rectangular fiber-reinforced elastomeric isolators |