α36563 Λ7 B7 經濟部中央標準局員工消費合作社印製 五、發明説明（ [發明所屬之技術領域] 本發明，係關於被設在建築物等之上部構造物和基礎 之間，抑制地震對該上部構造物之搖動之減震裝置之技術 領域。 [先前之技術] 至今爲止，有很多關係該種減震裝置的方案，例如， 如日本專利公開公報特開昭60— 250143號（1985年12月 10日公開）所記載般，有在連結至上部構造物的上板與連 結至基礎的下板之間，設置一具有支持負荷和滑動這兩項 功能（支持著上板以使它可相對下板沿水平方向相對滑 動）的支持體（軸承板），並以筒形之橡膠彈簧密封該支 持體者。如此之滑動型減震裝置，發生地震時，上板能藉 著支持體相對下板沿水平方向滑動，故既能使劇烈之振動 長周期化以緩和之，又能在地震結束後，藉著橡膠彈簧之 復原力使上板及上部構造物返迴至滑動前之位置。另夕卜， 滑動部分之動摩擦力起衰減力之作用，可使振動儘快结束。 [發明欲解決之課題] 然而，上述習知之裝置，爲在地震發生時，增大上板 相對下板之相對滑動量以獲得充份之減震效果，則必須在 支持體與橡膠彈簧之間留出充份之空隙，以便在上板相對-下板相對滑動時，支持體不觸及橡膠彈簧，不使該橡膠彈 簧變形。於是便出現了減震裝置要在水平方向上大出該空 隙之問題^另一方面，雖然亦可藉著縮小支持體之外徑，而 在不擴大減震裝置之情形下，充份獲得上述空隙，但若如 本紙張尺度適用中國國家標準（CNS ) Α4規格（210X297公釐） n 1J , 1J Ί11, ~""衣 ； 訂 泉 (請先Μ讀背面之注意事項再填寫本頁) 436563 * λ7 Β7 經濟部中央標準局貝工消費合作社印策 的傾相接 藉在 金可接 來該其持殳性性 _ 上屬 量使成之 ..置 及，鄰 用 支 1 彈彈¾在金 重而造下 爲裝 板時側 以對板；1;互滑 板述 之等易態 係震 脂生一 係爲下上卜動相ιί屬上 物斜容狀。的減。 樹發少 ，1;礎1^滑分目 金使 造傾很之so目使果 片震至 明 板基Μ向部fet及可 構生，面效其以效 數地之 發Η上於ί方一 Μ 板’ 部發時個震 „ ，震 複當中 之或.之結卜平少 脂時 上物之一減者構減 由，側 項.物連夕水至向 樹生 著造上另之出结之 ，體下。1之造被之沿的方 片發 受構置於份究的好 明持和動第晃構且間板部平 數震 承部裝斜充研置良 發支側滑圍搖部向板下周水 複地 持上震傾到而裝得 本成上對範之上對下對外沿 由當 支，減面不題震®ί於構之相利物於相及相之板 係· 的時於個收問減， ，叠板生專造結側板可板下 ，者 固生用 | ，述型時 的層屬發請構連下上板下對 體成 牢發作之化上動同 目互金向申部被的述上及相 持而 ) 能震力中惡於滑之1述交該方在上：板上該板板 支疊 不地之面性鑑之小段上向與平，述備上於使上上。述層 ( 則當向動動係般縮手成方和水言上具該置以述該形上互 ^ 體且方滑滑明述上之達下板沿而對係與設板上當變，交 ^ 持並平之致發上向決了上屬板體震置成被上將 ，生有上 ΜΛ 支，水動以本良方解爲沿金脂具地裝置其著其接發還向 'I，板於滑， 改平Μ板該樹 制震設，持，連便 方 五 此上斜互觸 著水 ί 屬使之 抑減被體支體的它 下 -----^---.裝-----^--訂------泉 (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS ) Α4規格（210 X 2W公釐） 附件二 436563i 第88120818號專利申請案中文說明書修正頁 A7 89年12月21日修訂 五、發明說明（） ； 板和與該金邐板之上側和下側中之至少一側鄰接之樹脂板 沿水平方向發生相對滑動· 根據上述之結構，地震發生時，支‘持髓之樹脂板和金 屬板沿水平方向發生相對滑動，此時，愈是位於上側之榭 脂板及金屬板，與弾性體之變形相同，相對下板沿水平方 向發生之滑觔愈大，上板相對下板沿水平方向發生相對滑 動之滑動量，基本上與位於支持體之最上部之樹脂板或者 金闥板與位於最下部之樹脂板或者金屬板間之相對滑動量 相等•由此，刺烈之振動.被長周期化而俾該振動得以缓和* 再者，地裹結束後，藉彈性體之復原力可使上板及上部構 造物返迴至滑動前之位置•又，如上所述，愈是位於上側 之樹脂板和金屬板，如彈性體之變形一樣，相對下板發生 之滑動愈大，故即使在支持體和弾性體之間不留多少空隙， 彈性體亦不會因樹脂板及金屬板而發生局部的大變形。因 此，即使把樹脂板及金靥坂之外徑做得大一些，減震裝置 本身在水平方向上亦不會多麽大，於是藉著把樹脂板及金 屬板之外徑設定爲適當值，則不僅是平常，即使是地震發 生時，亦能提高對上部構造物之支持能力；同時即使地震 發生時，上部構造物發生傾斜等而使傾斜於水平方向之力 作用至減震裝置上，相對向之滑動面之一個面亦不會向另 —個面傾斜，於是可平捶的滑動•是以，可使減展裝置沿 水平方向縮小之同時，獲得良好之減震效果。 申餹專利範圍第7項之發明，係如申請專利範圍第1項 之發明，其中，支持體的構成，能做到：當地震發生時，可 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） — — — — — —— — — 1·1 ^ ---I I I II ^ . I 1! 線 I (請先Μ讀背面之注意事項再填窝本頁) 經濟部智慧財產局具工消費合作社印製 A7 436563 _B7_ 五、發明說明（） <請先閲讀背面之注意事項再填寫本頁) 使該支持體中之金屬扳和與該金屬板之上側和下側中之至 少一側鄴接之樹脂板沿水平方向發生相對滑動，在上述支 持體中之金屬板和與該金屬扳之另一側,鄰接之樹脂板之間， 夾裝有彈性板狀構件。 經濟部智慧財產局員工消費合作社印製 據此，在地震__發生，相對向之滑動面之間從靜止 狀態轉向動摩擦狀態之前，因彈性板狀構件沿水平方向發 生剪切變形，故即使樹脂板與金籣板不發生相互滑動，上 板亦會藉由該剪切變形而相對下板沿水平方向做微小之移 動；又相對向之滑動面與滑動面轉向動摩擦狀態之時，亦 可抑制在上板上産生大之加速度變化。換言之，無弾性 板狀構件之情形下，當從由靜摩擦力而導致之靜止狀態轉 向動摩擦狀態時，因上板開始相對下板劇烈的動起來，故 在上板上會發生大之加速度變化β因該上板之加速度變化 較地震動（由於地震而引起之振動）之加速度變化極爲小， 故雖然在上部構造物之一層部分，可以充份發揮出減震裝 置之減震效果，但愈是上眉，愈有受到上述上板之加速度 變化之影響，水平振動加速度大，減震裝置之振動降低效 果降低之傾向。該傾向對像木造住宅等之二層或者三層輕 量建築物而言，尤其明顯。但是，該發明中，上述上板之 加速度變化會藉著彈性板狀構件而得以抑制，故上層中減 震效果之降低可得到抑制。是以，無論哪一層皆可確實的 獲得良好之減震效果。 ' 申請專利範圍第8項之發明，係如申請專利範圍第7項 之發明，其中，支持體中之彈性板狀構件被固定於其上下 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 36563 ^ A7 ______B7_____ 五、發明說明（> 兩側之樹脂板及金屬板間，設上述金屬板之外徑，係較上 述樹脂板爲小者。 (請先閱讀背面之注項再填寫本頁) 據此，可以防止慣性大之金屬板沿>水平方向發生大之 滑動，而使彈性體發生局部之大變形·遺有，藉著設金屬 板之外徑較樹脂板爲小，便可確寅的防止金屬板钃及弹性 體是以，可以防it由於金屬板而引起之彈性體之破損· 申請專利範圉第9項之發明，係如申請專利範圍第8項 之發明，其中，支持II中之樹脂板之由外周面和上下面而 成之各角部，係被施行了倒棱加工。 據此，即使樹脂板觸及彈性體，亦不會因其角部之接 觸而使彈性體遭到破壞，從而可確寅的防止當減震裝置正 處於工作狀態時，對彈性體功能之阻礙。 申請專利範圍第10項之發明，係如申請專利箱圔第1項 或者第2項之發明，其中，發生地裹時，支持體中可沿水 平方向發生相對滑動之樹脂板和金屬板閭之動摩擦係數， 係被設定在0.03至0.2之間者。 經濟部智慧財產局員工消费合作社印t 換言之，若樹脂板與金馬板間之動摩擦係數小於0.03, 則振動之衰減作用變小，難以使振動平息；若大於0.2,則 若不是大地震，減震效果便不能充份發揮.故將其設在 0.03至0.2之範圍内。是以，不管地展大還是小，皆可獲得 良好之減震效果。 申諳専利範圍第11項之發明，係如上述申請專利範圍 第1項或者第7項之發明，其中，彈性體係由連接上板及下 板之外周部全周，並把支持體沿圖周方向覆蓋住之筒狀橡 本紙張尺度適用中國國家標準（CNS)A4規格（210 * 297公釐） Δ3 6563 A7 B7 在時之 ，同中。 動 ，餹持 滑力持維 向原支的 方復者期 個之或長 哪定部被 沿：稼内可 板之件性 下性.構動 對向膠滑 相方橡之 板無入定 上成進穩 論生塵故 無會灰· • ,皆者間 者明上或面 成發件圾動 構該構垃滑 .而據膠止之 件根橡防向 構 狀可對 膠 筒還相 五、發明說明（） 申請專利箱圍第12項之發明，係如申請專利箱圉第11項 之發明，其中，支持體之最上部及最下部分別配設有樹脂 板，並設上述兩片樹脂板之外徑，係較其他之樹脂板爲小 換言之，因橡嚴構件與上板及下板藺之連接部，係産 生大應力並容易造成應力集中之部分，故當配設於支持體 之最上部及最下部的樹脂板觸及它時，極易引起它的損傷》 但是，於該發明，配置於支持體之最上部及最下部的樹脂 板之外徑較其他之樹脂板爲小，故可使該兩片樹脂板不觸 及橡膠構件與上板及下板間之連接部，進而能抑制對橡膠 樽件之損傷。還有，萬一上述兩片樹脂板觸及了橡移構件， 橡膠構件之損傷程度亦較金屬板觸及橡膠構件之情形爲輕， 故可有效的保護橡醪構件。 申請專利範圍第13.項之發明，係如申請專利範圍第12項 之發明，其中，R設於支持體之最上部及最下部的兩片樹 脂板分別被固定於上板之下面和下板之上面。 據此，則不僅可確實的防止由樹脂板而造成之橡睜構 件與上板及下板閫之連接部的損傷，還可以使連接部之厚 度較其他部分爲厚以使強度提高，並防止連接部由於反復 7 本紙張尺度適用(中國國家標準（CNS>A4規格（210 X 297公釐> — — — — — — — — —-—0 - — II I I 訂— -----破 (請先Μ讀背面之注意事項再填寫本頁) 經濟部智慧財產局具工消费合作社印製 4 3 〇 b β 3 ^Α36563 - 經濟部中央標率局員工消費合作社印製 Λ； Β7五、發明説明（） 變形而造成之損傷。 [發明之實施形態] (第1實施形態） 圖1顯示本發明之第1實施形態所關係之減震裝置A, 該減震裝置A係被設置在建築物等之上部構造物和基礎之 間，抑制地震對該上部構造物之搖晃者。上述減震裝置A, 具備被連結於上述上部構造物之圓形之不銹鋼製上板I 和被設置成與該上板1之下側相對向，並被連結於上述基 礎之亦爲圓形之不銹鋼製下板2。 於上述上板1及下板2間之外周部以外的部分，設置有 支持著上板1以使其相對於下板2沿水平方向發生相對滑 動之支持體3。該支持體3係由5片圓形樹脂板3a和4片圓 形金屬板3b沿上下方向交替積層而成者，且支持體3的最 上部及最下部分別配設著樹脂板3a。上述支持體3中之金 屬板3b，其外徑形成得較樹脂板3a爲小，且被接合固定在 與該金屬板3b之上側及下側中之一側鄰接之樹脂板3a上 (位於上下方向中央的樹脂板3a之上方的金屬板3b被固 定在其上之樹脂板3a上；位於上下方向中央的樹脂板3a之 下方的金屬板3b被固定在其下之樹脂板3a上因此，上 述金屬板3b和與該金屬板3b的另一側鄰接之樹脂板3a,僅-是單純的接觸而已，發生地震時可沿水平方向發生相對滑 動。再者，最上部及最下部之樹脂板3a亦能分別相對上板 1及下板2發生相對滑動。另外，爲説明便利，圖1中，在 可滑動之樹脂板3a與金屬板3b間、樹脂板3a與上板1或者 8 -----：--—政-----^--iT------" (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS ) A4規格（210X 297公釐} 經濟部中央標準局員工消費合作社印製 Λ3-&563 ·-…· Λ·7 五'發明説明（） 下板2之間，描繪著空隙（圖3、圖4、圖6至圖8及圖11亦 同）。 上述支持體3中之樹脂板3a，係由超高分子量聚乙稀、 高密度聚乙稀、尼龍纖維、聚四氟乙稀（polytetra-fluoroethylene)以及聚縮醒（polyacetal)等之潤滑性 樹脂製成。爲能抵抗住高壓縮，亦可使這些樹脂中含有做 增強材料之玻璃纖維、芳香族聚酰胺纖維.碳纖维以及金 屬氧化物晶鬚纖维；亦可在此基礎上，再使它們含有潤滑 劑。上述金屬板3b係由不銹鋼製成。還有，較佳者，係把 上述可發生相對滑動之樹脂板3a和金屬板3b間之動摩擦 係數設定在0.03至0.2之間。其理由爲：若樹脂板3a與金 屬板3b間之動摩擦係數小於0.03,則使振動衰減之效果變 小，難以使振動平息；若大於0.2,則若不是大地震，減震 效果便不能得以充份發揮a另外，可以在上述樹脂板3a與 金屬板3b間塗敷矽油、潤滑油等，以把動摩擦係數調節在 上述範圍内a不過，若樹脂板3a及金屬板3b分別由潤滑性 樹脂及不銹鋼製成，則通常即使不塗敷潤滑油等，亦可將 動摩擦係數控制在上述範圍内。還有，亦可在樹脂板3a及 金屬板3b間之各個滑動面上，設置滑動時之放熱用凹溝。 上述金屬板3b之外徑被設定得較樹脂板3a爲小，樹脂 板3a之外周部沿徑向較金屬板3b之外周面更往外突出著。 遺有，配設於支持體3之最上部及最下部的兩片樹脂板3a 之外徑，被設定得較其他之樹脂板3 a爲小。而且，樹脂板 3a之由外周面和上下面而成之各角部，施行使其呈圓弧狀 9 本紙張尺度適用中國國家標準（CNS ) Λ4规格（210X297公釐） "-----^--訂------乘— - - (請先閱讀背面之注意事項再填寫本頁) 經濟部中央標準局員工消費合作社印裝 3 λ7 B7 五、發明説明（） 之倒棱加工，而增加其圓度。再就是，樹脂板3a之厚度較 金屬板3b爲厚，能充份的抵抗高壓縮》 上述上板1及下板2之外周部全周藉著包圍支持體3之 全周之圃筒狀橡膠構件8 (彈性體）而相互彈性的連接著。 換言之，該橡膠構件8之上端部係加硫接在上板1之外周部， 其下端部係加硫接在不銹鋼製環狀構件6上，且該環狀構 件6與下板2之外周部係藉由複數個螺栓7而相互固定在一 起。於是，上板1與下板2間之空間便近於密封狀。上述橡 膠構件8，係由以天然橡膠或者合成橡膠爲主體之配合橡 膠、或者用纖維將任一配合橡膠增強之複合材料製成，斷 裂延伸率爲600%以上。是以，無論上板1相對下板2沿水 平方向之哪一個方向發生相對滑動，橡膠構件8皆可發生 使上板1返迴至滑動前之位置的復原力。還有，上述橡膠 構件8之上下兩端部形成爲圓弧狀，以便使上下兩端部之 厚度渐漸地較上下方向中央部爲厚，且當上板1相對下板2 沿水平方向滑動時，可將應力集中做一緩和。設上述橡膠 構件8除上下兩端部以外之其他部分的内徑，近於（有點 大）支持體3中之除最上部及最下部以外之三片樹脂板3a 的外徑。 參考圖2，説明按以上之結構而成之減震裝置Α的裝 配方法。 首先，把上板1加硫接在橡膠構件8之上端面，把環狀 構件6加硫接在下端部之外周部，以形成支持體3之收容部。 其次，由預先用接著劑等接合固定好之4組樹脂板3a 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） --------.i-------1T-------^ (請先閱讀背面之注意事項再填寫本頁) Α^6β63 A7 B7 五、發明説明（ 板然 屬3, 金體 及持 下 將α36563 Λ7 B7 Printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs 5. Description of the invention ([Technical field to which the invention belongs] The present invention relates to a structure that is located between a structure and a foundation on an upper part of a building, etc. The technical field of vibration damping devices for structures. [Previous technology] So far, there are many solutions related to this type of vibration damping device. For example, Japanese Patent Laid-Open Publication No. 60-250143 (December 1985) As disclosed in the 10th), there is a function of supporting the load and sliding between the upper plate connected to the upper structure and the lower plate connected to the foundation (the upper plate is supported so that it can be relatively lowered) The plate slides relative to the support body (bearing plate) in the horizontal direction, and the support body is sealed with a cylindrical rubber spring. With this sliding-type shock absorbing device, the upper plate can be supported by the lower plate relative to the lower plate in the event of an earthquake. Sliding in the horizontal direction, it can not only lengthen the severe vibration to reduce the period, but also return the upper plate and the upper structure by the restoring force of the rubber spring after the earthquake. To the position before sliding. In addition, the dynamic friction of the sliding part acts as a damping force, which can cause the vibration to end as soon as possible. [Problems to be Solved by the Invention] However, the above-mentioned conventional device is designed to increase the vibration when an earthquake occurs. The relative sliding amount of the plate relative to the lower plate to obtain a sufficient shock absorption effect, it is necessary to leave a sufficient gap between the support and the rubber spring so that the support does not touch when the upper plate is moved relative to the lower plate. The rubber spring does not deform the rubber spring. Therefore, a problem arises in that the vibration damping device needs to widen the gap in the horizontal direction ^ On the other hand, although the outer diameter of the support can be reduced without reducing the In the case of a shock device, the above gaps are fully obtained, but if this paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) n 1J, 1J Ί11, ~ " "clothing; order spring (please first (Please read the notes on the back of this page and fill in this page again) 436563 * λ7 Β7 The intimacy of the printed policies of the Shellfish Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs can be borrowed from Jin Ke to obtain its persistence _ the amount of superiors made it. .Reach, neighbor Use the support of 1 bullet ¾ under the weight of gold to build the board with the side facing the board; 1; the other metamorphic system described by the mutual sliding plate is the upper and lower moving phase, which is oblique. The reduction of tree hair is small, 1; the foundation 1 ^ slip sub-head gold makes the dumping very strong, so that the fruit piece shakes to the Mingbanji M-direction fet and can be formed, the effect of which is based on the effectiveness of the land The upper part of the Fang YiM plate was shocked when it was part of the earthquake, and when the earthquake was restored, the weight of one of the objects was reduced when it was flat and the fat was reduced. The top and bottom of the body, the body. The square piece along the edge of the quilt made by the structure is placed in a well-controlled and moving structure, and the plate is flat and the seismic bearing is equipped with an oblique charge. The hair support, side slide, and swaying part is tilted to the bottom of the board, and it is tilted up and down. The phase of the plate is reduced when the problem occurs. The stacked side plate can be used under the plate, which is used for solid growth. When the type is described, please connect the upper body and the lower body to form a seizure. Remarks on moving the same account to the application department And the holding phase) the evil energy shock forces the sliding of said post 1 on the side: plate on the plate board subparagraph stack does not support the ground plane of the flat to Kam, to cause the said upper standby. The narrative layer (when moving to a moving system like a square and a water word with a set to describe the metaphysical body and a square slippery clear description of the upper edge of the board, the pairing and the setting board are altered. ^ Keeping the same level up and down, the upper plate was shaken and placed into a quilt, and the upper MΛ branch was born. The hydrodynamics was solved by the good recipe as a device along the metal surface. The board is slippery, and the board is shaken by flattening the board of the M board. Hold it, and even the squares are inclined to touch the water. It belongs to the lower part of the body which makes it reduce the body branch ----- ^ --- .Packing ----- ^-Order ------ Quan (Please read the precautions on the back before filling this page) This paper size applies to China National Standard (CNS) Α4 specification (210 X 2W mm) Attachment II 436563i Patent Application No. 88120818 Chinese Manual Revised Page A7 Revised December 21, 89 V. Description of Invention (); plate and resin plate edge adjacent to at least one of the upper and lower sides of the gold plate Relative sliding in the horizontal direction. According to the above-mentioned structure, when an earthquake occurs, the resin plate and the metal plate supporting the pith will relatively slide in the horizontal direction. And the metal plate, the same deformation as the normal body, the larger the sliding ribs in the horizontal direction relative to the lower plate, the relative sliding amount of the upper plate relative to the lower plate in the horizontal direction, basically the same as the resin on the uppermost part of the support The relative sliding amount between the metal plate or the metal plate and the resin plate or the metal plate located at the bottom is equal. As a result, the vibration of thorns is made longer. This vibration is mitigated * Furthermore, after the ground wrap is finished, The restoring force of the elastic body can return the upper plate and the upper structure to the position before sliding. Also, as described above, the resin plate and metal plate located on the upper side are more deformed than the lower plate. The larger the sliding, so even if there is not much space between the support and the flexible body, the elastic body will not be greatly deformed by the resin plate and the metal plate. Therefore, even if the resin plate and the outer diameter of Kanazawa Make it larger, and the vibration damping device itself will not be very large in the horizontal direction. Therefore, by setting the outer diameter of the resin plate and the metal plate to an appropriate value, it is not only normal, even when an earthquake occurs, It can improve the support for superstructures. At the same time, even if an earthquake occurs, the superstructure is tilted, etc., so that the force inclined in the horizontal direction acts on the shock absorbing device, one side of the opposite sliding surface will not face the other. —The surface is tilted, so it can be slid flatly. Therefore, it can reduce the expansion device in the horizontal direction and obtain a good shock absorption effect. The invention in the seventh scope of the patent application is the first in the scope of patent application. An invention according to one aspect, wherein the support structure can be used to: when an earthquake occurs, the Chinese paper standard (CNS) A4 (210 X 297 mm) can be applied to this paper size — — — — — — — — — 1 · 1 ^ --- III II ^. I 1! Line I (please read the precautions on the back before filling in this page) Printed by A7 436563 _B7_ of the Intellectual Property Bureau of the Ministry of Economic Affairs, V. Invention Description ( ) ≪ Please read the precautions on the back before filling this page) Make the metal plate in the support and the resin plate that is connected to at least one of the upper and lower sides of the metal plate relatively slide in the horizontal direction, In the above support In the metal plate and the pull of the other side of the metal, the resin between the adjacent plate-shaped elastic member interposed. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs According to this, before the earthquake __, the sliding surface between the opposite surfaces shifted from a static state to a dynamic friction state, because the elastic plate-like member sheared in the horizontal direction, so even the resin The plate and the gold plate do not slide against each other, and the upper plate will also make a slight movement in the horizontal direction relative to the lower plate by the shear deformation; when the sliding surface and the sliding surface opposite to each other are turned into a dynamic friction state, it can also be suppressed Large acceleration changes occur on the upper plate. In other words, in the case of a non-rigid plate-like member, when the static state is shifted from the static state to the dynamic friction state, the upper plate starts to move violently relative to the lower plate, so a large acceleration change occurs on the upper plate β Because the acceleration change of the upper plate is much smaller than the acceleration change of the ground motion (vibration caused by the earthquake), although it can fully exert the shock absorbing effect of the shock absorbing device in one layer of the superstructure, the more the The eyebrows are more affected by the acceleration change of the upper plate, the horizontal vibration acceleration is large, and the vibration reduction effect of the shock absorbing device tends to decrease. This tendency is particularly pronounced for two- or three-story lightweight buildings such as wooden houses. However, in this invention, the acceleration change of the above upper plate is suppressed by the elastic plate-like member, so that the reduction in the damping effect in the upper layer can be suppressed. Therefore, no matter which layer can be sure to obtain a good shock absorption effect. '' The invention in the scope of patent application No. 8 is the invention in the scope of patent application No. 7 in which the elastic plate-shaped member in the support is fixed to the upper and lower paper dimensions. The Chinese national standard (CNS) A4 specification (210 X 297 mm) 36563 ^ A7 ______B7_____ 5. Description of the invention (> The outer diameter of the above metal plate is set between the resin plate and metal plate on both sides, which is smaller than the above resin plate. (Please read the note on the back first) Please fill in this page again.) According to this, it is possible to prevent large inertia metal plates from sliding along the horizontal direction, and cause the local deformation and relic of the elastic body to be large. By setting the outer diameter of the metal plate to be smaller than that of the resin plate To be small, it is possible to prevent the metal plate and the elastic body from being damaged. It can prevent the damage of the elastic body caused by the metal plate. The invention of item 9 of the patent application scope is the item 8 of the scope of patent application. In the invention, the corners formed by the outer surface and the upper and lower surfaces of the resin plate supporting II are chamfered. According to this, even if the resin plate touches the elastic body, it will not be caused by the corners of the resin. Contact with the elastomer To the destruction, so that it can surely prevent the obstacle to the function of the elastomer when the shock absorber is in the working state. The invention in the scope of patent application No. 10 is the invention of the patent box No. 1 or 2 Among them, when the ground wrap occurs, the dynamic friction coefficient of the resin plate and the metal plate which can relatively slide in the horizontal direction in the support body is set to be between 0.03 and 0.2. Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs In other words, if the dynamic friction coefficient between the resin plate and the golden horse plate is less than 0.03, the damping effect of vibration becomes small, and it is difficult to calm the vibration; if it is greater than 0.2, if it is not a large earthquake, the shock absorption effect cannot be fully exerted. It is set in the range of 0.03 to 0.2. Therefore, no matter whether the exhibition area is large or small, a good shock absorption effect can be obtained. The invention in the 11th scope of the Shenlili scope is the first or the seventh in the scope of the patent application. The invention of item, wherein the elastic system consists of connecting the upper and lower plates to the entire periphery of the outer periphery, and covering the support in the direction of the circumference of the cylindrical rubber paper. The Chinese national standard (CNS) A4 applies. Grid (210 * 297 mm) Δ3 6563 A7 B7 At this time, same as above. Move, hold the sliding force to maintain the original branch of the compound period or the length of the fixed part is followed: the inner plate can be plated. The nature of the structure is opposite to the rubber-slip phase. The square rubber plate is not fixed, it is stable, and it is stable. It is not dusty. • It is clear that the person on the surface or the face will send a garbage to move the structure. The anti-rotational configuration of the rubber can also be used for the rubber cylinder. 5. Description of the invention () The invention of the 12th case of the patent application is the invention of the 11th case of the patent case, in which the uppermost part of the support is Resin plates are arranged at the bottom and the bottom, respectively, and the outer diameters of the two resin plates are smaller than other resin plates. In other words, the connection between the rubber member and the upper plate and the lower plate is large. Stress can easily cause stress concentration, so when the resin plates arranged on the uppermost and lowermost parts of the support touch it, it will easily cause damage. However, in this invention, it is arranged on the uppermost and The outer diameter of the lowermost resin plate is smaller than that of other resin plates, so the two trees can be made The grease plate does not touch the connection between the rubber member, the upper plate, and the lower plate, so that damage to the rubber bottle can be suppressed. In addition, in the event that the two resin plates touch the rubber member, the degree of damage to the rubber member is lighter than that when the metal plate touches the rubber member, so the rubber member can be effectively protected. The invention in the scope of patent application No. 13. is the invention in the scope of patent application No. 12. In which, the two resin plates R provided at the uppermost part and the lowermost part of the support are respectively fixed to the lower and upper plates of the upper plate. On top. According to this, not only the damage of the connection portion between the rubber-opening member and the upper plate and the lower plate 阃 caused by the resin plate can be reliably prevented, but also the thickness of the connection portion can be made thicker than other portions to improve the strength and prevent The connection part is applied repeatedly because of 7 paper sizes (Chinese national standard (CNS > A4 specification (210 X 297 mm)> — — — — — — — — — — — 0 — — — — — — — — — — — — II (Please read the notes on the back before filling out this page) Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs and printed by the Consumer Cooperative Cooperative 4 3 〇b β 3 ^ Α36563-Printed by the Consumers' Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs Λ7; Description of the invention () Damage caused by deformation. [Embodiment of the invention] (First embodiment) FIG. 1 shows a shock absorber A related to the first embodiment of the present invention, and the shock absorber A is installed in a building Those between the upper structure and the foundation to suppress the shaking of the superstructure from the earthquake. The vibration damping device A includes a circular stainless steel upper plate I connected to the superstructure and is provided in contact with the upper structure. The lower side of the upper plate 1 is opposite, and The lower plate 2 made of stainless steel, which is also circular, is connected to the above base. The upper plate 1 and the lower plate 2 are provided at portions other than the outer periphery between the upper plate 1 and the lower plate 2 so as to extend along the lower plate 2. A support body 3 that is relatively slid in the horizontal direction. The support body 3 is formed by laminating five circular resin plates 3a and four circular metal plates 3b alternately in the up-down direction, and the uppermost and lowermost portions of the support 3 Resin plates 3a are respectively arranged at the portions. The outer diameter of the metal plate 3b in the support 3 is smaller than that of the resin plate 3a, and is fixed to one of the upper side and the lower side of the metal plate 3b. Adjacent resin plates 3a (the metal plate 3b above the resin plate 3a located at the center in the vertical direction) is fixed to the resin plate 3a thereon; the metal plate 3b located below the resin plate 3a at the center in the vertical direction is fixed to it On the lower resin plate 3a, therefore, the above-mentioned metal plate 3b and the resin plate 3a adjacent to the other side of the metal plate 3b are only a simple contact, and can relatively slide in the horizontal direction when an earthquake occurs. Furthermore, The upper and lower resin plates 3a can also be opposed to the upper plate, respectively. 1 and the lower plate 2 slide relative to each other. In addition, for convenience of illustration, in FIG. 1, between the slidable resin plate 3a and the metal plate 3b, the resin plate 3a and the upper plate 1 or 8 -----: ---政 ----- ^-iT ------ " (Please read the notes on the back before filling in this page) This paper size is applicable to China National Standard (CNS) A4 (210X 297mm) Economy Printed by the Consumer Standards Cooperative of the Central Standards Bureau of the Ministry of Social Affairs Λ3- & 563 · -... · Λ · 7 Description of the Five 'Invention () Between the lower plates 2, a gap is drawn (Figure 3, Figure 4, Figure 6 to Figure 8 and Figure 11 is the same). The resin plate 3a in the support 3 is a lubricating resin made of ultra-high molecular weight polyethylene, high-density polyethylene, nylon fiber, polytetra-fluoroethylene, and polyacetal. production. In order to resist high compression, these resins can also be made of glass fiber, aromatic polyamide fiber, carbon fiber and metal oxide whisker fiber as a reinforcing material; on this basis, they can also be made to contain lubrication Agent. The metal plate 3b is made of stainless steel. Also, it is preferable that the coefficient of kinetic friction between the resin plate 3a and the metal plate 3b which can be relatively slid is set to 0.03 to 0.2. The reason is: if the dynamic friction coefficient between the resin plate 3a and the metal plate 3b is less than 0.03, the effect of damping the vibration will be small, and it will be difficult to calm the vibration; if it is greater than 0.2, the damping effect will not be sufficient unless it is a large earthquake In addition, silicone oil, lubricant, etc. may be applied between the resin plate 3a and the metal plate 3b to adjust the dynamic friction coefficient within the above-mentioned range a. However, if the resin plate 3a and the metal plate 3b are made of a lubricating resin and Made of stainless steel, the dynamic friction coefficient can usually be controlled within the above-mentioned range without applying lubricant or the like. In addition, grooves for heat radiation during sliding may be provided on each sliding surface between the resin plate 3a and the metal plate 3b. The outer diameter of the metal plate 3b is set to be smaller than that of the resin plate 3a, and the outer peripheral portion of the resin plate 3a protrudes outward in the radial direction than the outer peripheral surface of the metal plate 3b. As a result, the outer diameters of the two resin plates 3a arranged at the uppermost and lowermost portions of the support 3 are set smaller than those of the other resin plates 3a. In addition, the corners of the resin plate 3a formed by the outer peripheral surface and the upper and lower surfaces are arc-shaped. The paper size is applicable to the Chinese National Standard (CNS) Λ4 specification (210X297 mm) " ---- -^-Order ------ by---(Please read the notes on the back before filling this page) Printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs 3 λ7 B7 V. The description of the invention () Machining while increasing its roundness. Furthermore, the thickness of the resin plate 3a is thicker than that of the metal plate 3b, and it can fully resist high compression. The outer periphery of the upper plate 1 and the lower plate 2 described above is surrounded by a cylindrical rubber member 8 that surrounds the support 3 throughout the entire circumference. (Elastomer) and are elastically connected to each other. In other words, the upper end portion of the rubber member 8 is vulcanized and connected to the outer peripheral portion of the upper plate 1, the lower end portion thereof is vulcanized and connected to the stainless steel ring member 6, and the ring member 6 and the outer peripheral portion of the lower plate 2 are vulcanized. They are fixed to each other by a plurality of bolts 7. As a result, the space between the upper plate 1 and the lower plate 2 is nearly sealed. The rubber member 8 is made of natural rubber or synthetic rubber as the main component, or a composite material reinforced with any compound rubber with fibers, and the elongation at break is 600% or more. Therefore, the rubber member 8 can generate a restoring force for returning the upper plate 1 to the position before the sliding regardless of which of the horizontal directions of the upper plate 1 relative to the lower plate 2 occurs in the horizontal direction. In addition, the upper and lower ends of the rubber member 8 are formed in an arc shape so that the thickness of the upper and lower ends is gradually thicker than the central portion in the vertical direction, and when the upper plate 1 slides horizontally relative to the lower plate 2 When the stress concentration can be eased. It is assumed that the inner diameter of the rubber member 8 except for the upper and lower ends is close to (somewhat large) the outer diameter of the three resin plates 3a except the uppermost and lowermost parts of the support 3. The method of assembling the vibration damping device A having the above structure will be described with reference to FIG. First, the upper plate 1 is vulcanized and connected to the upper end surface of the rubber member 8 and the ring-shaped member 6 is vulcanized and connected to the outer peripheral portion of the lower end portion to form a receiving portion of the support 3. Secondly, the four sets of resin plates 3a fixed and fixed with an adhesive or the like in advance are applicable to the Chinese National Standard (CNS) A4 specification (210X297 mm). --------. I ------ -1T ------- ^ (Please read the precautions on the back before filling this page) Α ^ 6β63 A7 B7 V. Description of the invention (Board is 3, gold body and holding general
收 ’ ^ ^ 央Η ® 中 合 向*結 - 放 6 方 3 牛 下體構 上持狀 於支環 位該述 和將上 ib後 I 支栓 成螺 構著 3a藉 板並 脂 樹 片 i 容 即 A 置 裝 震 減 内成 部製 間構 礎部 設 A 置 裝 震 減 ， 述合 上場 把之 之 物 造 構 部 上 成 構 在 SI 分 2 板 下 和 1 板 上 基上螺 和在有 等定成 柱固 裝 安 被 栓 螺 著 藉 形 上 部 周 l· 夕 之 2 板 下 及 1 板 上 上 礎 基 和 物 造 示 圖 未 但 間 之 礎，基 孔與 用物 入造 構 栓部 上滑 於相 置互 設可 地中 此 3 如體 A 持 置支 裝 -震時 減生 將發 若震 。地 。上 動於 滑位 對是 相愈 生 ’ 發樣 同 形 變 之 8 沿件 會構 3 膠 板橡 屬與 金 -和示 a 所 3 3 板圖 脂如 樹， 之時 訪 比 33 .—一 向 方 平 水 動支 滑於 之位 向于 方等 平約 水 ， 几口 量 2 之 板動 下滑 對對 相相 b，生 3 發 板 2 屬板 金下 及對 a相 3 1 板板 脂上 樹， 之大 側愈 部 上 最 之 量 滑 體對 持相 由'' ^ ^ Η 中 中 合 向 * 结-Put 6 squares 3 The structure of the lower body of the cow is held at the branch ring position. This description and the upper branch of I will be bolted into a spiral structure. That is to say, the basic structure of the internal vibration reduction mechanism of the A installation is set to the vibration reduction of the internal installation. The structure of the structure is placed on the base of the SI sub-board 2 and the base of the 1 board. When the column is fixed and installed, it is bolted to the upper part of the upper part of the l. Xi and the upper part of the base plate and the structure of the base plate. Sliding up in the opposite place, if the body A holds the support device-the vibration reduction will occur if the earthquake occurs. Ground. Moving up to the slide pair is a phase that grows in phase. The same shape of the deformation of the 8 along the structure will be 3 rubber sheet rubber and gold-and-a a place 3 3 board picture fat like a tree, when compared to 33.-one way square The flat water slides in the direction of the flat and equal water, and a few mouthfuls of the plate slide down to the opposite phase b, to generate 3 hair plates 2 belong to the sheet metal and to the a phase 3 1 plate grease, The largest amount of sliding body alignment on the large side healing part
之緩 間以 3a得 板動 脂振 樹 ， 的化 部期 下周 最長 於被 位動 □ 振 军 ί a 之 3 板烈 旨0 EEC? 樹 ’ 此 TJ 構倒構 ip»體膠 上物橡 制之 ， 抑部 可内 ，物 果造 結構 其部 。上 和在 造 塌 ，在 動因 搖 平 水 之 物 有 還 P 等 置下 設對 止 防 可 板 上 (請先閏請背面之注意事項再填寫本頁) 裝In the meantime, 3a was used to get the fat to shake the tree, and the chemical department period will be the longest next week. Zhenjun ί a 3 Ban Liezhi 0 EEC? Tree 'This TJ structure is inverted ip »body rubber on rubber In the system, the suppression part can be inside, and the fruit and fruit make the structure. On and under the collapse, in the cause of the leveling of the water, there is also P, etc. Set the anti-proof plate (please note the precautions on the back before filling this page).
-S 上 向 方 之 開 錯 之 2 板 使 生 産 會 故 長 伸 而 形 變 8 件 康 經濟部中央標準局員工消費合作社印製 後位 结r 震動 地滑 ’至 是迴 於返 。物 力造 原構 復部 的上 置及 位^ ± s Ϊ力 骨 原 Μ ^ 迴復 返該 lii著 板藉 上能 上自 向來 方力 個震 _ 地 哪論 的無 向故 方 : 平力 水原 在復 2 生 板産 下會 對都 相 00 1 件 板構 上膠 論橡 無該 0 t 上動 置滑 3 體 持間 發支之 可在 8 昏然件 ，雖構 方 膠 何 橡 功 之 feK 樣 同 出 f 1 揮 與樹 a 3 ， 板述 脂所 樹上 的如 外但 以’ 部隙 下間 最少 及多 部留 上没 最上 之本 基 —1 it 本纸乐尺度適用中國國家標準（CNS ) A4規格（2丨0X297公釐） d3 656 3 A7五、發明説明（） 件 構 ,膠 側橡 上故 於， 位大 是愈 愈動 b 滑 3 板之 屬板 金下 及對 3a相均 板向生 脂方發 件 構 膠 橡 著 貼 上 個 整 在 8 是 形 情 之 大 很 形 變 部 局 有 會 不 形 變 之 匀 平向即 水方 ， 沿下以 及 8 ia件 3 I 板構 脂膠 樹橡 把和 be 0J β ψ. 金 間 它不 於上 須向 無方 亦平 ，水 些在 -A 大置 得裝 做震 徑減 外故 之 b ， 3 隙 板空 屬留 適對 合高 一 提 成能 做亦 徑 ， 外時 之生 3b發 板震 屬地 金是 及使 a P 3 艮 板 , 脂常 樹平 把是 著僅 藉不 且則 r f 大寸 變尺 會之 冓A 部置 上裝 因震，減 時在 生用 發作 震力 地之 使向 即方 時平 同水 力斜 能傾 持使 支而 之等 物斜 造傾 構之 部物 上造 傾3£ 面板 個 脂 -樹 另將 向 ， 會述 不所 亦上 ， 面如後 個，寸 一 有尺 之還之 中.，適 面穩合 動平成 滑很做 之動徑 向滑外 相相3b ，而扳 時因屬 之 ，金 上斜及 板 匕日 樹 使 即 金 及 (.請先閱讀背面之注意事項再填寫本頁) 麽板 那上 不使 數可 層時 積同之， b 3fc力 板能 屬持 物 造 構 部 上 對 持 维 可 仍 亦 大 增 量 動 滑 對 相 之 2 板 下 對The two plates opened to the wrong side of the -S made the production long and deformed. 8 pieces were printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs, and the position r was shaken and slipped ’to return. The upper position and position of the original composition of the physical force formation ^ ± s The original strength of the original bone ^ ^ Reply In the case of the production of the composite board, it will be used for the same phase. 1 piece of rubber on the structure of the rubber. The 0 t can be placed on the 3 body. The body can be stunned in 8 pieces. Although the structure of the rubber is like feK Simultaneously, f 1 is waved with tree a 3, and the base of the tree is the same as the outside but with the minimum of the interstitial space and many of the bases that are not on the top—1 it The paper scale is applicable to the Chinese national standard (CNS ) A4 specifications (2 丨 0X297 mm) d3 656 3 A7 V. Description of the invention () Parts structure, rubber side is old, the position is more and more moving b slip 3 plate belongs to the plate metal and 3a phase even plate Send the rubber rubber to the fat side and paste it on the whole. The shape is very large and the shape is very deformed. The department will not deform evenly, that is, the water side, the bottom and the 8 ia 3 I plate rubber gum. The sum be 0J β ψ. It is not necessary to be equal to the upper side of the golden space, and the water is at -A Make the seismic diameter minus the external reason b. The 3 gap board is suitable for the high and high commissions. It can also be used as a path. The external 3b board is a ground metal and a P 3 Gen plate. Zhi Changshu flat handle is By borrowing only if the rf large-inch tapered assembly will be installed on the A part due to earthquakes, when the time is reduced, the earthquake will occur in a timely manner, and the oblique hydraulic pressure can be tilted to make the support oblique. The structure of the tilting structure is tilted by 3 £. The panel is fat-the tree will be facing the other direction, and it will not be described above. The face is like the last one, and the inch is within a foot. It is stable and smooth. The outer phase 3b is moving in a radial direction, and due to the timing, the golden upward oblique and plate shovel make the golden and (.Please read the precautions on the back before filling this page). In the same way, the b 3fc force plate can belong to the holding structure on the holding structure, but it can also move in large increments.
支結 之 C 裝 震 減 使 以 是 〇 低 較 比 得 制 抑 度 高 之 A 置 裝 震 減 將 可 果 型 \ A 置 有 之 好 良 0 ^ 獲3 ，板 時屬 同金 之因 化 果 效 震 側 上 之 b 3 板 屬 金 該 與 在 定 固 合 接 經濟部中央標準局員工消費合作社印製 因發 會著 不跟 8而 件 ’ 構動 藤滑 橡之 故大 ’生 1L·® β 3 上 板向 脂方 樹平 之水 接在 鄰3b 側板 1 屬 之金 中之 側大 下性 及慣 面構 下膠 上橡 與及 面觸 周3a 外板 之脂 a 3 樹 板使 匕曰 P ^ 艮 樹故 在 ， 因工 ，加 有棱 還倒 -行 形進 變皆 大 ， 之部 部角 局各 生之 樹板 片脂 兩樹 的片 部兩 下該 最使 及可 部故 上a’ 最 3 K- 板 3 脂 體樹 持的 支他 P於其 橡設於 !sa小 Γ因徑 會 外 不者的 亦再3a 8 板 件 脂 件 構 2 11 本紙張尺度適用中國國家標準（CNS ) A4規格（210X 297公釐） 4 3 6*5 6 3 Λ7 B7 經濟部中央標準局負工消費合作杜印製 五 、發明説明（ ) 1 1 3a 不 觸 及 橡 膠構 件8與上板1及環狀構件6 間 之 連 接 部 〇 換 - 1 1 之 j 能 有 效地 保護橡膠構件8上容易産 生 應 力 集 中 之 部 1 1 分 > 即 可 防 止橡 膠構件8遭受損傷。 請 ! 先 1 還 有 9 上述 第1實施形態中，係使支持體3之 金 屬 板 3b 閱 ik 1 接 合 固 定 在 與該 金屬板3b之上側及下側 中 之 _ 側 鄰 接 之 背 τ6 1 I 之 I 樹 脂 板 3a 上 ，不 過，使它和與其上側及下 側 同 時 鄰 接 之 兩 注 意 1 1 片 樹 脂 板 3a沿水 平方向發生相對滑動，亦 可 〇 此 時 > 較 佳 Ψ 項 再 ] 1 者 ， 係 對 金 屬板 3b之由外周面和上下面而 成 之 各 角 部 ί 進 填 寫 本 i 行 倒 棱 加 X 〇 頁 1 I 再 者 > 上述 第1實施形態中，被配設於支持體3之 最 上 1 I 部 及 最 下 部 的兩 片樹脂板3a，分別相對上 板 1及下板2做 相 1 對 滑 動 妖 t >ν» 如圖 4所示，亦可把該兩片樹 脂 板 3a 分 別 接 合 1 訂 固 定 於 上 板 1之下面和下板2之上面.若如 此 ) 則 可 以 確 實 1 I 的 防 止 支 持 體3之最上部及最下部的兩片 樹 脂 板 3a 觸 及 橡 1 1 膠 構 件 8與上板1及環狀構件6之接觸部分， 而 損 傷 橡 膠 構 件 ! ! 8。 而且， 此時， 亦可不把支持體3之最上 部 及 取 下 部 的 兩 1 涑 片 樹 脂 板 3a 固定 於金屬板3b上，而單獨使 用 之 > 同 時 把 位 1 於 上 下 方 向 中央 部之樹脂板3a之上下兩 面 皆 固 定 於 金 屬 1 板 3b 之 狀 態 下使 用之。再者，若同於下板 2, 上板1與 橡 膠 1 I 構 件 8間亦ΐ 叮介以環狀構件6來連接，則減震 :裝置A 呈 相 對' 1 I 於 上 下 方 向 中央 線而對稱之形狀β 1 1 is 裏 t 實際 製作了 一個與上述第1實 施 形 態 相 同 之 減 1 I 震 裝 置 A， 並測量了其減震效果。即樹脂 板 3a 爲 耐 論 樹 脂 1 製 f 金 屬 板 3 b爲 不銹鋼製，以製作結構舆 13 1上述第1 實 施 形 1 1 1 本紙張尺度適用中國國家標準（CNS ) Λ4規格（210X297公釐） 4 3 £5 6 3 五、發明説明（）The installed C vibration reduction of the branch is 0. The A vibration reduction that is higher than the control system will be fruitful. \ A is good. 0 ^ 3, which is the cause of the same gold. The b 3 board on the effect side should be printed with the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs and the Ministry of Economic Affairs. It is printed because the meeting is not followed by 8 pieces. β 3 The upper plate is connected to the side of the tree, and the water is connected to the adjacent 3b. The side plate 1 belongs to the side of the gold and the inert surface structure. The rubber is rubberized and touches the periphery. 3a The outer plate is a. ^ The root of the tree is, due to the work, the edge is also inverted-the shape of the line has become large, the corners of the tree board, the fat, the two pieces of the tree, the two parts of the tree, the best and the best way to a 'The most 3 K- plate 3 fat-bearing branch of the P tree in its rubber set in! Sa small Γ because of the diameter of the meeting will also be 3a 8 sheet metal parts 2 11 This paper size applies to Chinese national standards ( CNS) A4 size (210X 297 mm) 4 3 6 * 5 6 3 Λ7 B7 Duplicate printing of work and consumer cooperation of the Central Standards Bureau of the Ministry of Economic Affairs V. Description of the invention () 1 1 3a Does not touch the connecting part between the rubber member 8 and the upper plate 1 and the annular member 0. Changing-1 1 j can effectively protect the rubber member 8 which is prone to stress concentration 1 1 By separating > the rubber member 8 can be prevented from being damaged. Please! First and 9 In the above first embodiment, the metal plate 3b of the support 3 is attached to the back of the metal plate 3b adjacent to the back side τ6 1 I I resin board 3a, but make it and the two sides adjacent to its upper and lower sides simultaneously notice 1 1 piece of resin board 3a slides relatively in the horizontal direction, or at this time > better item again] 1 For the corners of the metal plate 3b formed by the outer peripheral surface and the top and bottom, fill in this line, chamfer and add X. Page 1 I Again> In the above first embodiment, it is arranged on the support 3 The two resin plates 3a in the uppermost part I and the lowermost part are relative to the upper plate 1 and the lower plate 2 respectively. As shown in FIG. 4, the two resin plates 3a can also be made. Join 1 respectively and fix them under the upper plate 1 and above the lower plate 2. If so), you can ensure that the two uppermost and lowermost trees of the support 3 are 1 I The fat plate 3a touches the contact portion between the rubber 1 1 rubber member 8 and the upper plate 1 and the ring member 6, and damages the rubber member!! 8. Moreover, at this time, the uppermost part of the support body 3 and the two lower one-piece resin plates 3a may not be fixed to the metal plate 3b, but may be used alone. At the same time, the resin plate with the position 1 at the center in the vertical direction may be used. The upper and lower sides of 3a are fixed to the metal 1 plate 3b and used. Furthermore, if it is the same as the lower plate 2, the upper plate 1 and the rubber 1 I member 8 are also connected by a ring member 6, then the shock absorption is: the device A is symmetrical with respect to the center line of '1 I in the vertical direction. In the shape β 1 1 is t, a 1 I vibration reduction device A which is the same as the first embodiment described above was actually manufactured, and its vibration reduction effect was measured. That is, the resin plate 3a is made of refractory resin 1 and the metal plate 3 b is made of stainless steel to make the structure. 13 1 The above first embodiment 1 1 1 This paper size applies the Chinese National Standard (CNS) Λ4 specification (210X297 mm) 4 3 £ 5 6 3 V. Description of the invention ()
態相同之支持體3,利甩該支持體3製作了 4個減震裝置A。 如圖5所示，該各個減震裝置A分別被放至位於個人住宅 即上部構造物21的四個角上的柱子22與基礎23之間。因 爲是試驗，故該基礎23被設置在複數個滾輪上，且可對該 基礎23施加水平方向之振動以搖晃之。還有，上述各減震 裝置Α在水平方向上之摩擦係數爲0.1;水平方向之彈簧係 數爲4.4Xl04N/m;上部構造物21之重量大約與一般木 造住宅相等40U 於是，對上述基礎23輸人水平方向之地震波，以測量 對上部構造物21之振動衰減效果。結果，上部構造物21在 水平方向之最大加速度約減至輸入波之1/5,最大水平變 位約爲15 cm以下，此證實了減震效果確實能得到充份之 發揮。 態 形 施 實 2 第 以 係 分 部 之 1 圖 於 同 /IV 態 形 施 實 2 第 之 明 發 本 示 顯 6 圖 實夾 1 第間 述之 _L| b J 3 在板 係屬 ’金 }與 明3a 説板 之 脂 细樹 詳之 略定 省固 且 合 ，接 示互 顯相 符中 之態 同形 相施 1 ^ ,3 泉 - - (請先閱讀背面之注意事項再填寫本頁) 經濟部中央標準局員工消費合作社印製 實 板2Ϊ 性第 彈該 之在 形 ， 圓即 1 裝 者 成 構 而 C 3 件 擀 狀 地 生 發 便 以 3 體 持 支 成 構 中 態 形 施 樹 之 中h 3接 體鄰 持側 支一 該之 ，中 時側 震下 屬 金 之 匕曰 及滑 側對 上相 之生 3b發 板向 屬方 金平 該水 與沿 和可 板徑 屬直 Μ著板 之裝 裝性 3夾彈 體間該 a 持 3 。 支板3C 該脂件 。樹構 動之狀 件 構 狀 與與由 3 大In the same state of the support body 3, four shock absorption devices A were produced by shaking the support body 3. As shown in FIG. 5, each of the shock absorbing devices A is placed between the pillars 22 and the foundation 23 located on the four corners of the superstructure 21 of the individual house. Because it is a test, the foundation 23 is set on a plurality of rollers, and the foundation 23 can be shaken by applying horizontal vibration. In addition, the friction coefficient of each of the above-mentioned shock absorption devices A in the horizontal direction is 0.1; the spring coefficient in the horizontal direction is 4.4 × 104N / m; the weight of the superstructure 21 is about 40U equal to that of a general wooden house. A seismic wave in the horizontal direction of a person to measure the vibration attenuation effect on the superstructure 21. As a result, the maximum acceleration of the superstructure 21 in the horizontal direction is reduced to about 1/5 of the input wave, and the maximum horizontal displacement is about 15 cm or less, which confirms that the shock absorption effect can be fully exerted. State of Implementation 2 The 1st Division of the Department is shown in the same / IV State of Implementation 2 The First State of the Presentation of the Presentation 6 The State of the Implementation 1_L | b J 3 described in the board system is 'gold' } The detailed description of the thin tree of the tree described in Ming 3a is solid and consistent, and it shows the same shape and the same shape in the mutual display. 1 ^, 3 Spring-(Please read the precautions on the back before filling this page) The Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs printed a solid plate of the 2nd nature. The circle should be in the form of 1 and the C should be constructed in 3 pieces. The 3 pieces will be rolled out to form a structure in the shape of the tree. H The 3 body is adjacent to the side branch, and the middle side shocks the subordinate Jin Zhi and the slippery side to the upper phase. The 3b hair plate is directed to the side Fang Jinping. The a holding 3 between the elastic 3 clip body. Support plate 3C This grease piece. Tree structure
係 C 接板 、 鄰性膠 側彈橡 一 之然 另等天 的相 、 板 b 膠 ί 3 屬板橡 金屬成 金 4 11 本紙張尺度適用中國國家標準（CNS ) A4規格（210X 297公楚） 經濟部中央標準局員工消費合作社印來 4 3 6.5 6 3 Λ7 ' B? 五、發明説明（） 低彈性之熱塑性樹脂等構成，其厚度被設在1至1〇111111之間„ 彈性板狀構件3c係藉由接著劑（環氧系、氰化系等）被固 定於其上下兩側之樹脂板3a及金屬板3b上而與該樹脂板 3a和金屬板3b形成爲一體。還有，第2實施形態中，被配 設於支持體3之最上部及最下部的兩片樹脂板3a，分別被 接合固定在上板1之下面及下板2之上面（與上述第1實施 形態一樣，使之爲可滑動之结構亦可）。 若把上述減震裝置A設置於上部構造物和基礎之間， 則發生地震時，和上述第1實施形態一樣，如圖7所示，樹 脂板3a及金屬板3b愈位於上側，貼著橡膠構件8相對下板 2沿水平方向之滑動愈大，愈可抑制上部構造物之水平搖 晃。當地震剛剛發生，樹脂板3a及金屬板3b之滑動面與滑 動面之間處於靜止狀態時，如圖8所示，彈性板狀構件3c 沿水平方向發生剪切變形，故即使樹脂板3 a和金屬板3b不 滑動，亦可藉由彈性板狀構件3c之剪切變形而使上板1相 對下板2沿水平方向發生微小之相對移動，由此，在上述 滑動面與滑動面之間轉向動摩擦狀態之時，亦可抑制在上 板1上産生大之加速度變化。換言之，若無彈性板狀構件3c, 從由靜摩擦力而導致之靜止狀態轉向動摩擦狀態時，因上 板1開始相對下板2劇烈的動起來，故上板1上會産生大之· 加速度變化。因該上板1之加速度變化，較地震動之加速_ 度變化極爲小，故在上部構造物之一層部分可充份發揮減 震裝置Α之減震效果。然而，愈是上層，愈有受到上述上 板1之加速度變化之影響，水平振動加速度增大，減震裝 15 本纸乐尺度適用中囷國家標準（CNS ) Α4規格（210X297公釐） ί扣衣 , - (請先閲讀背面之注意事項再填寫本頁) 訂It is a C-plate, adjacent rubber side elastic rubber, and other days, plate b rubber 3 3 plate rubber metal gold 4 11 This paper size applies to China National Standard (CNS) A4 specifications (210X 297) Printed by the Consumers 'Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 4 3 6.5 6 3 Λ7' B? 5. Description of the invention () Low-elasticity thermoplastic resin, etc., whose thickness is set between 1 and 10111111 „Elastic plate-like member 3c is integrated with the resin plate 3a and the metal plate 3b by an adhesive (epoxy, cyanide, etc.) fixed to the upper and lower resin plates 3a and metal plates 3b. In the second embodiment, two resin plates 3a arranged on the uppermost and lowermost portions of the support 3 are respectively fixed to the lower surface of the upper plate 1 and the upper surface of the lower plate 2 (the same as the first embodiment, It is also possible to make it a slidable structure.) If the above-mentioned shock absorption device A is provided between the upper structure and the foundation, when an earthquake occurs, the same as the first embodiment described above, as shown in FIG. 7, the resin plate 3a And the metal plate 3b is located on the upper side, and the rubber member 8 is opposed to the lower side. 2 The greater the sliding in the horizontal direction, the more the horizontal shaking of the superstructure can be suppressed. When the earthquake just happened, the sliding surfaces and sliding surfaces of the resin plate 3a and metal plate 3b were at a static state, as shown in Figure 8, The elastic plate-like member 3c undergoes shear deformation in the horizontal direction, so even if the resin plate 3a and the metal plate 3b do not slide, the upper plate 1 can be made horizontal relative to the lower plate 2 by the shear deformation of the elastic plate-like member 3c. There is a slight relative movement in the direction, so that when the sliding surface and the sliding surface are turned into a dynamic friction state, a large acceleration change on the upper plate 1 can be suppressed. In other words, if there is no elastic plate-like member 3c, When the static state changes from the static state to the dynamic friction state, the upper plate 1 starts to move violently relative to the lower plate 2, so a large acceleration change occurs on the upper plate 1. Because of the acceleration change of the upper plate 1, The change in acceleration of the ground motion is extremely small, so the shock absorption effect of the shock absorbing device A can be fully exerted in one layer of the superstructure. However, the higher the floor, the more the acceleration change of the upper plate 1 is affected. Impact, vibration acceleration level increases, damping fitted in granary National Standards (CNS) 15 Ben sheet music scales applicable Α4 specifications (210X297 mm) ί buckle clothes, - (Please read the Notes on the back to fill out this page) book
IT 經濟部中央標準局員工消費合作社印製 五 、發明説明 ( ) 1 置 A之 減 腹 效 果 降 低 之 傾向》該傾向對 像木 造住宅 等之 二. 1 1 層 或 者 三 層 輕 量 建 築 物，尤其明顯。但是， 該第2 實施 形 ί 1 態 1.| 1 7 上 述 上 板 1之加速度變化會藉著 彈性 板狀構 件3c 而 請 1 被 抑 制 > 故 即 使 是 在 上 層亦可獲得良好 之減 震效果 〇 先 閱 I 1 這 裏 ， 設 想 — 個 將 上述第2實施形 態之 減震裝 置A放 背 面 i 至 總 重 量 爲 1.96ΜΝ之二層上部構造物： 和基礎之間之情i 杉， 意 [ I 並 對 其 進 行 振 動 分 析 } 以測置各層之振 動加 速度。另 外， 爲 事 項 再 ( 測 量 彈 性 板 狀 構 件 3c 之 效果，對同於上 述第 1實施形 -態（ 除 填 寫 本 1 ύ \ 了 支 持 體 3不具備彈性ί 反狀構件3c以外， 其他皆與上述第2 I 1 實 施 形 態 相 同 ) 者 > 進 行了振動分析。 I 1 1 此 時 j 設 配 置 有 上 述減震装置A之 上部 構造物 和基 礎 1 之 間 的 減 辰 層 的 水 平 Μ 丨切特性的固有J 司期爲2.7秒 ，等 價 I 訂 1 I 剛 性 爲 0. 98ΜΝ/ r 然後，如圖9所示 ，當 以平行 四邊 形 來 表 示 滯 後 回 線 時 > 使 沿水平變位軸方 向對 向之兩 邊的 斜 1 1 率 ( 稱 爲 次 剛 性 , 依 彈性板狀構件3 c之有 ^無而不 同； 使 1 I 沿 水 平 負 荷 軸 方 向 對 向 之兩邊的斜率（ 稱爲 二次剛 性） 皆 1 旅 爲 0. 57MN/ ώ 1 〇 具 體 rfi '言，設定上述一 次剛 性，以 便當 裝 1 有 彈 性 板 狀 構 件 3c 時 j 二次剛性對一次 鋼性 之比爲 0.3; 當 I 不 裝 彈 性 板 狀 構 件 3c 時 (如圖9之虚線所示） ，其爲 0.117。 ί I 換 言 之 j 裝 有 彈 性 板 狀 構件3c時，一次鋼性爲1.8 9MN/ ‘ Ί m ;不裝丨 ，軍 肢 坎構 丨牛 3 c時，一次鋼性 則爲 4.8 6 Μ N / m 〇 - 1 1 之 後 輸 人 地 震 波 形 ( 振 動加速度爲500 cm/ s2)並 計算 出 J I 各 層 在 水 平 方 向 上 之 振 動加速度。 1 1 上 述 振 動 分 析 之 結 果，係各層之振 動加 速度如 圖10所 1 1 16 本紙張尺度適用中國國家標準（CMS ) Α4規格（210X297公釐） 經濟部中央標準局工消費合作杜印製 4 3 656 3 Λ7 Β7 五、發明説明（） 示。即無彈性板狀構件3c之時，雖然一層之振動降低效果 良好，但在二層天棚部分，加速度大至一層地板部分之 1.58倍。相對於此，有彈性板狀構件3c時，雖然對一層之 振動降低效果較無彈性板狀構件3c時有微小之惡化，但二 層天棚部分對一層地板部分之加速度比爲1.19,於是可 知：藉由設置彈性板狀構件3c,能抑制對上層之減震效果 之降低。 另外，在上述第2實施形態中，係以接著劑將支持體3 中之彈性板狀構件3c固定於其上下側之樹脂板3a及金屬 板3b間，使此三者成爲一體。不過，僅使彈性板狀構件3c 單纯的接觸樹脂板3a及金屬板3b亦可。此時，樹脂板3a 與彈性板狀構件3c之間以及金屬板3b與彈性板狀構件3c 之間的靜摩擦係數，係較樹脂板3a與金屬板3b間之靜摩擦 係數大很多，因此即使於上述三者間不使用接著劑，亦可 僅藉靜摩擦力使其實際上成爲一體。 還有，上述第1及第2實施形態中，係在支持體3之最 上部及最下部分別配設樹脂板3a,不過，並非一定要在支 持體3之最上部及最下部配設樹脂板3a，在最上部及最下 部配設金屬板3b亦可。還有，亦可使榭脂板3a及金屬板3b 之外徑大約相等。此時，較佳者，係爲對金屬板3b之由外 周面和上下面而成之各角部施行倒棱加工。 再者，上述第1及第2實施形態中，樹脂扳3a爲潤滑性 樹脂製，金屬板3b爲不銹鋼製。不過，只要能將可相互滑 動之樹脂板3a與金屬板3b間的動摩擦係數設在〇·〇3至0·2 17 本紙張尺度適用中國國家標準（CNS ) Α4規格（2!ΟΧ 297公麓） I" —Λ I裝 1 訂 -H . 線 (，請先閣讀背面之注意事項再填寫本頁) 3 65 6 3 Λ7 Β7 五、發明説明（） 之間，使用其他之樹脂或者金屬亦可。 還有，上述第1及第2實施形態中，上板1、下板2以及 支持體3中之樹脂板3a、金屬板3b皆形成爲圓形，不過，亦 可使之形成爲多角形狀。但是，此時，較佳者，係對上述 樹脂板3a及金屬板3b之外周面上的多角形的角部施行倒 棱加工。 經濟部中央標準局員工消費合作社印製 0請先閱讀背面之注意事項再填寫本頁) 再者，上述第1及第2實施形態中，係以其内有由樹脂 板3a和金屬板3b而構成之支持體3的圓筒狀橡膠構件8做 彈性體，例如沿圆周方向大致等間隔的配置複數個螺旋彈 簧亦係可行者。還有，如圖11 (圖11中，係使支持體3與 第2實施形態中之相同，當然，亦可使其與第1實施形態中 之相同）所示，亦可使複數片彈性橡膠層15a和由銅板等 而成之剛性板層15b沿上下方向交互積層而形成之積層體 15做彈性體。若如此，則當上板1相對下板2沿水平方向發 生相對滑動時，上述彈性橡膠層15a便發生剪切變形，産 生剪切力，該剪切力即成爲復原力。此時，相較於上述實 施形態中之橡膠構件8内所産生之拉力與上板1及下板2之 相對滑動量之關係，産生於積層體15之彈性橡膠層15a之 剪切力與上板1及下板2之相對滑動量之關係更接近直線， 可方便設計。再者，隼備複數個係形成爲直徑（極小直徑） 約等於積層體15之厚度（即爲内外徑之差）之圓柱狀積 層體，其剖面同於由積層彈性橡膠層15a與剛性扳層15b 而成之上述積層體15。然後在上板1及下板2之外周部將 此等圓柱狀積層體沿圓周方向略等間隔的配置，亦可。 18 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公Μ ) 43.6S6 3 Λ7 B? 經濟部中央標隼局員工消費合作社印製 五 、發明説明（ ) 1 [i t日J 弓之效果] 1 1 綜 上所述 j 若 按 照 本 發 明 之 減 震 裝 置 9 支 持 體 係 由 複 1 1 數 片 樹 脂板與 金 屬 板 沿 上 下 方 向 交 互 積 層 而 成 並 支 持 著 if 1 先 1 上 板 以 使上板 可 相 對 下 板 沿 水 平 方 向 相 對 滑 動 〇 藉 此 9 可 閱 讀 1 I 構 成 當 地震發 生 時 使 該 金 屬 板 和 與 該 金 屬 板 之 上 側 及 下 背 面 1 之 側 中 之 至少一 側 鄰 接 之 樹 脂 板 沿 水 平 方 向 發 生 相 對 滑 動 之 意 1 I 事 結 構 ) 即可容 易 的 獲 得 水 平 方 向 上 之 尺 寸 小 > 且 可 發 揮 優 項 再 良 之 減 震效果 之 減 震 裝 置 9 填 % 本 1 裝 [附圖之簡單説明] 頁 、«_- 1 1 t Hp* I 圖 1係顯示本鸯 ^日J 弓之第1 實 施 形 態 所 關 係 之 減 震 裝 置 的 1 I 剖 面 rgT 圖 〇 1 ΓΕ3Ί 圖 2係顯示圖1 中 之 減 震 装 置 的 组 裝 順 序 的 分 解 圖 〇 1 訂 圖 3係顯示圖1 中 之 減 震 裝 置 I 作 時 之 狀 態 的 CHI 圖 〇 1 | 圖 4係顯示本養 f日J §之第1 實 施 形 態 所 關 係 之 減 震 裝 置 之 1 1 變 形 例 的剖面 ΓΒΠ 圖 a ! 1 圖 5係顯示將減震裝： 置 態 用 至 個 人 住 宅 上 測 量 減 震 1 線 效 果 之 試驗之 要 領 的 概 略 圖 1 I rCT 圖 6係顯示本窮 3之第2 實 施 形 態 所 關 係 之 減 震 裝 置 的 1 剖 面 圖 〇 1 I 圖 7係顯示地震發生時， 第2 實 施 形 態 所 關 係 之 減 震 裝- 1 1 置 之 支 持體中 之 樹 脂 板 和 金 屬 板 沿 水 平 方 向 發 生 相 對 滑 動_ - 1 i 之 狀 態 的圖。 , 1 j 圖 8係顯示地震剛剛發生， 第2 實 施 形 態 所 關 係 之 減 震 i 裝 置 之 支持體 中 之 彈 性 板 狀 構 件 發 生 剪 切 變 形 之 狀 態 的 rs? 圆β I i 19 i. 本紙張尺度適用中國國家標举（CNS ) A4規格（2ΗΓΧ297公釐） Λ7 B7 五、發明説明（） 圖9係顯示®動解析中，設置有減震裝置的上部構造 物和基礎之間的減震層的水平剪切特性的曲線。 圖10係顯不振動解析結果，即各層之振動加速度之變 化的曲線。 圖11係顯示本發明之第2實施形態所關係之變形例， 即以積層體作彈性體之減震裝置的剖面圖β [符號之説明] Α 減振裝置 1 上板 2 下板 3 支持體 3a 樹脂板 3b 金屬板 3c 彈性板狀構件 8 橡膠構件（彈性體） 15 積層體（彈性體） 21 上部構造物 23 基礎 -------— -¾衣----^--1T------i (讀先閱讀背面之注意事項再填寫本頁) 經濟部中央標準局員工消費合作杜印製 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐）Printed by the Consumers' Cooperative of the Central Standards Bureau of the Ministry of IT and Economics 5. Description of the invention () 1 Tendency to reduce the effect of reducing abdomen by placing A "This tendency is for wooden houses and the like. 1 1 or 3 storey light buildings, especially obvious. However, in the second embodiment, the 1st state 1. | 1 7 The acceleration change of the above-mentioned upper plate 1 will be suppressed by the elastic plate-like member 3c > Therefore, a good shock absorption effect can be obtained even in the upper layer 〇 Read I 1 Here, suppose — put the shock absorber A of the second embodiment above on the back i to a two-story superstructure with a total weight of 1.96 MN: the feeling between the foundation and the cedar, meaning [I and Perform vibration analysis} to measure the vibration acceleration of each layer. In addition, for the purpose of measuring the effect of the elastic plate-like member 3c, the same as the above-mentioned first embodiment (except for the filling of the support body 3 does not have the elasticity of the inverted member 3c, the rest are the same as the above. The second 2 I 1 embodiment is the same) and a vibration analysis was performed. I 1 1 At this time, j is provided with the horizontal M cut characteristics of the damping layer between the upper structure of the shock absorption device A and the foundation 1 The inherent J period is 2.7 seconds, the equivalent I is set to 1 and the rigidity is 0.998 MN / r. Then, as shown in FIG. 9, when the hysteresis loop is represented by a parallelogram > The slope of 1 1 on both sides (called the secondary rigidity, which varies depending on the presence or absence of 3 c of the elastic plate-like member; the slope of the two sides facing the 1 I along the horizontal load axis (called the secondary rigidity) are both 1 trip For 57.57MN / FREE 1 〇 specific rfi 'set, set the above-mentioned primary rigidity, so that when the 1 with the elastic plate-like member 3c installed j secondary The ratio of property to primary rigidity is 0.3; when I does not install the elastic plate-like member 3c (as shown by the dashed line in Fig. 9), it is 0.117. Ί I In other words j When the elastic plate-like member 3c is installed, the primary steel The performance is 1.8 9MN / 'Ί m; without the equipment 丨, the army limb structure 丨 cattle 3 c, the primary rigidity is 4.86 Μ N / m 〇-1 1 and then input the seismic waveform (the vibration acceleration is 500 cm / s2) and calculate the vibration acceleration of each layer of JI in the horizontal direction. 1 1 The result of the above vibration analysis is the vibration acceleration of each layer as shown in Figure 10 1 1 16 This paper size applies the Chinese National Standard (CMS) Α4 specification (210X297) (%) Industrial and consumer cooperation of the Central Standards Bureau of the Ministry of Economic Affairs, printed by Du 3 4 656 3 Λ7 B7 V. Description of the invention (): In the case of the inelastic plate-like member 3c, although the vibration reduction effect of the first layer is good, In part, the acceleration is as high as 1.58 times of the floor part of the first floor. In contrast, when the elastic plate-shaped member 3c is used, the vibration reduction effect on the first floor is less than that of the non-elastic plate-shaped member. There is a slight deterioration at 3c, but the acceleration ratio of the second-floor ceiling part to the first-floor part is 1.19, so it can be known that by setting the elastic plate-like member 3c, the reduction of the damping effect on the upper layer can be suppressed. In the second embodiment described above, the elastic plate-like member 3c in the support 3 is fixed between the resin plate 3a and the metal plate 3b on the upper and lower sides thereof with an adhesive, so that the three are integrated. However, only the elastic plate-like member 3c may simply be brought into contact with the resin plate 3a and the metal plate 3b. At this time, the static friction coefficient between the resin plate 3a and the elastic plate-like member 3c and between the metal plate 3b and the elastic plate-like member 3c is much larger than the static friction coefficient between the resin plate 3a and the metal plate 3b. No adhesive is used between the three, and it can also be made into one body only by static friction. In the above-mentioned first and second embodiments, the resin plates 3a are respectively arranged on the uppermost and lowermost portions of the support 3, but it is not necessary to arrange the resins on the uppermost and lowermost portions of the support 3. The plate 3a may be provided with a metal plate 3b at the uppermost portion and the lowermost portion. In addition, the outer diameters of the grease plates 3a and the metal plates 3b may be made approximately equal. At this time, it is preferable to perform chamfering on each corner portion of the metal plate 3b formed by the outer peripheral surface and the upper and lower surfaces. In the first and second embodiments, the resin plate 3a is made of a lubricating resin, and the metal plate 3b is made of stainless steel. However, as long as the kinetic friction coefficient between the resin plate 3a and the metal plate 3b which can slide with each other is set to 〇03 to 0.22 17 This paper size applies the Chinese National Standard (CNS) A4 specification (2! 〇 × 297 feet) ） I " —Λ I pack 1 order -H. Thread (Please read the precautions on the back before filling out this page) 3 65 6 3 Λ7 Β7 5. Between the description of the invention (), other resins or metals are also used. can. In the above-mentioned first and second embodiments, the resin plate 3a and the metal plate 3b in the upper plate 1, the lower plate 2, and the support 3 are all formed in a circular shape, but they may be formed in a polygonal shape. However, in this case, it is preferable to perform chamfering on the polygonal corner portions on the outer peripheral surfaces of the resin plate 3a and the metal plate 3b. Printed by the Consumers' Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs. 0 Please read the precautions on the back before filling out this page.) Furthermore, in the first and second embodiments described above, resin plates 3a and metal plates 3b are included. The cylindrical rubber member 8 of the supporting body 3 constitutes an elastic body. For example, it is also possible to arrange a plurality of coil springs at approximately equal intervals in the circumferential direction. Also, as shown in FIG. 11 (in FIG. 11, the support 3 is the same as that in the second embodiment, and of course, it may be the same as that in the first embodiment). Alternatively, a plurality of elastic rubbers may be used. The layer 15a and the rigid plate layer 15b made of a copper plate or the like are alternately laminated in the up-down direction to form a laminated body 15 which is an elastic body. In this case, when the upper plate 1 is relatively slid with respect to the lower plate 2 in the horizontal direction, the elastic rubber layer 15a is sheared and deformed to generate a shearing force, and the shearing force becomes a restoring force. At this time, compared with the relationship between the tensile force generated in the rubber member 8 and the relative sliding amount of the upper plate 1 and the lower plate 2 in the above embodiment, the shear force of the elastic rubber layer 15a of the laminated body 15 The relationship between the relative sliding amount of the plate 1 and the lower plate 2 is closer to a straight line, which can facilitate the design. Furthermore, a plurality of cylindrically-shaped laminated bodies having a diameter (very small diameter) approximately equal to the thickness of the laminated body 15 (that is, the difference between the inner and outer diameters) are provided, and their cross-sections are the same as those of the laminated elastic rubber layer 15a and the rigid layer. 15b of the above-mentioned laminated body 15. These cylindrical laminated bodies may be arranged at slightly even intervals in the circumferential direction on the outer periphery of the upper plate 1 and the lower plate 2. 18 This paper size applies Chinese National Standard (CNS) A4 specification (210X297 gM) 43.6S6 3 Λ7 B? Printed by the Consumer Cooperatives of the Central Standardization Bureau of the Ministry of Economic Affairs 5. Description of the invention () 1 [it day J bow effect] 1 1 In summary, if the shock absorbing device 9 according to the present invention 9 support system is composed of a plurality of 1 1 resin plates and metal plates alternately laminated in the vertical direction and supports if 1 first 1 upper plate so that the upper plate can be Relatively sliding relative to the lower plate in the horizontal direction. By this 9 readable 1 I constitutes that the metal plate and a resin plate adjoining at least one of the upper side and the lower back side 1 of the metal plate in the horizontal direction when an earthquake occurs The meaning of relative sliding 1 I structure) You can easily obtain a small size in the horizontal direction > and a shock absorption device that can exert the excellent shock absorption effect 9 Fill in% 1 sheet [Simplified description of the drawing] page, «_- 1 1 t Hp * I Figure 1 is a rgT diagram of the 1 I section of the shock absorber related to the first embodiment of the J bow 〇1 ΓΕ3Ί Figure 2 is an exploded view showing the assembly sequence of the vibration damping device in Figure 1. Figure 1 is a CHI showing the state of the vibration damping device I in Figure 1 in operation. Figure 1 | Figure 4 shows Section 1 of the 1st modification of the shock absorption device related to the 1st implementation of J § of this article f. Figure 1! 1 Figure 5 shows the shock absorption device: placed on a personal house to measure the shock absorption line 1 The outline of the test method of the effect Figure 1 I rCT Figure 6 is a cross-sectional view showing the vibration damping device related to the second embodiment of this poor 3 〇 1 I Figure 7 shows the relationship between the second embodiment when an earthquake occurs Shock absorber-1 1 Zhizhi The resin sheet body and the metal plate in the horizontal direction with respect to the occurrence of sliding _ - FIG 1 i of the state. , 1 j Figure 8 shows the state of the shearing deformation of the elastic plate-like member in the support of the vibration damping i device related to the second embodiment in the form of rs? Circle β I i 19 i. Paper size Applicable to China National Standards (CNS) A4 specification (2ΗΓ × 297 mm) Λ7 B7 V. Description of the invention (Figure 9) In the dynamic analysis, the shock absorption layer between the upper structure with the shock absorption device and the foundation is installed. Curve of horizontal shear characteristics. Fig. 10 is a graph showing the results of non-vibration analysis, that is, changes in vibration acceleration of each layer. FIG. 11 is a cross-sectional view showing a modified example related to the second embodiment of the present invention, that is, a laminated body as an elastic body, a cross-sectional view of a vibration damping device β [Description of Symbols] A vibration damping device 1 upper plate 2 lower plate 3 support 3a resin plate 3b metal plate 3c elastic plate-like member 8 rubber member (elastomer) 15 laminated body (elastomer) 21 superstructure 23 foundation --------¾ clothing ---- ^-1T ------ i (Read the precautions on the back before filling in this page) The consumer cooperation of the Central Bureau of Standards of the Ministry of Economy Du printed this paper The size of the paper is applicable to China National Standard (CNS) A4 (210X297 mm)