1269844 九、發明說明： 【發明所屬之技術領域】 ^發明係、一種涉及能夠吸收或消⑨水平及垂直方向振 動月b里之隔展消能裝置，尤指一種高度低且容易施作之雙 曲式隔震消能裝置。 【先前技術】 *針對高#建築白勺防震問題及精密電子機具的減振問題 等f種鸪求，本案發明人陸續開發設計出諸如M259021 號「建築物的吸震裝置」、M259〇87號「隔震器」、第 ^321々3448號「隔震器」以及第93129002號「隔震消能裝 置」等專利案所揭示的隔震消能裝置，提供建築業者及設 備廠商有效解決各種防震及減振的產業需求。 案了中，如第93129002號「隔震消能裝置」發明專利 ”（以下稱參考案）所揭露的隔震消能裝置，其係包含兩 個以上分为丨1 a , 動时刀另J以兩層上下相疊交錯的方式結合設置的長形滑 “單70，各長形滑動單元包括一凹座及一嵌座，凹座與嵌 ΛΛ係為垂直的鑲嵌配合，並於其中之一設有一水平的定位 孑 L ， yt _ 轉車/ "又有與水平定位孔相對應的弧形滑孔，再以一 同日守党各弧形滑孔及各定位孔的限制、定位而穿過凹 座及爭座- „ 人λ，同時於凹座、嵌座及轉軸的至少一個設有阻尼 裝置· 1 ° ’ °此’利用凹座及嵌座可以相對運動的設計，讓整 體於知。士 ' 守’能夠產生相對的水平及垂直移動而隔絕振 场的傳、择 、 _ ^ ’並以阻尼裝置有效地吸收水平及垂直方向傳遞 之震動〜旦 H ’達到減振及消能的實用功效。 4 1269844 雖然參考案所揭露的隔震消能裝置，已經能夠提供隔 震減振及消此等功效，不過如參考案所揭露的隔震消能 裝置’由於僅在凹座或嵌座的其中之一設有弧形滑孔，不 僅i肢的組成構件較多、構造較為複雜、設備成本較高， 並且如果要達到-定的減振行程及消能效能，各孤形滑孔 的長度n又為&長型態且各滑動單元的高度無法降低， 導致整個裝置無法小型& ’造成隔震消能裝置在實施運用 上的諸多不便與限制。 【發明内容】 ★為解決現有隔震消能褒置有關於組成構件較多、裝置 :度較高及難以進一步小型化等缺弊及限制，㈣人開發 。又D十出_月匕夠有效簡化構造、縮減裝置高度及體積之雙 曲式隔震消能裝置。1269844 IX. Description of the invention: [Technical field to which the invention pertains] ^Inventive system, an energy dissipating device capable of absorbing or absorbing 9 horizontal and vertical vibrations in the month b, especially a double with low height and easy to apply Curved isolation and energy dissipation device. [Prior Art] * In response to the anti-seismic problems of the high-rise buildings and the vibration-reduction problems of precision electronic equipment, the inventors of this case successively developed and designed the shock absorbers such as M259021, "M 〇 〇 87" The isolation and energy dissipation device disclosed in the patent case of "isolator", No. 321々3448 "isolator" and No. 93129002 "isolation and energy dissipating device" provides construction companies and equipment manufacturers with effective solutions to various earthquakes and Reduced industrial demand. In the case, the isolation and energy dissipating device disclosed in the invention patent of "Isolation and Energy Dissipation Device" (hereinafter referred to as the reference case) is divided into two or more 丨1 a, and the moving knife is another J. The elongate slide "single 70 is combined with two layers of upper and lower layers, and each elongate sliding unit comprises a recess and a nest, and the recess and the embedding system are vertically inlaid, and one of them is It has a horizontal positioning 孑L, yt _ car / " also has a curved sliding hole corresponding to the horizontal positioning hole, and then through the same day to keep the party's curved sliding holes and the positioning and positioning of each positioning hole through The recess and the seat - „ people λ, at the same time at least one of the recess, the nest and the shaft is provided with a damping device · 1 ° ' ° this 'use the recess and the nest can be designed to move relative to each other to let the whole know.士' 守' can produce relative horizontal and vertical movements and isolate the vibration field from transmission, selection, _ ^ ' and effectively absorb the vibration transmitted horizontally and vertically by the damping device. 4 1269844 Although the isolation case disclosed in the reference case The energy-saving device has been able to provide vibration isolation and the like, but the isolation energy-dissipating device disclosed in the reference case has only a curved sliding hole in one of the recesses or the nesting seat, not only i The limb has many components, complicated structure, high equipment cost, and if the damping stroke and energy dissipation efficiency are to be achieved, the length n of each orphaned sliding hole is & The height cannot be reduced, resulting in the inability of the entire device to be small & 'the inconvenience and limitation of the implementation of the isolation and energy dissipation device. [Invention content] ★ In order to solve the existing isolation and energy dissipation device, there are many components, Devices: high degree and difficulty in further miniaturization and other shortcomings and limitations, (4) human development. Also D _ _ 匕 匕 enough to effectively simplify the structure, reduce the height and volume of the device, the hyperbolic isolation and energy dissipation device.
本t明主I目的在於提供一種雙曲式隔震消能裝置， ，主要係直接利用—對以上呈交錯型態設置的架軌，於兩 木執的父錯部位連結設有—連結裝置，於連結裝置與各架 軌之間相對设有一組凹弧方向相反的弧形滑孔，於各組相 對應的弧形滑孔各穿設有—受弧形滑孔限動及定位之滑軸 ’配合可以選擇性地於基板、滑軸、連結裝置及承板之間 的阻尼裝置’不僅可以阻隔水平及垂直振動能量的傳遞及 吸收振動旎1 ’並且能夠達到簡化組成構造、降低裝置高 度及縮減裝置體積，有效提昇隔震消能裝置之實用效能。 基於前述目的，本發明所運用的技術手段係在於提供 -種雙曲式隔震消能U’其係設有呈平行間隔設置的一 5 1269844 基板與一承板，於該基板與該承板的相向板面之間設有一 組以上呈交錯型態設置的架執，於兩架執的交錯部位之間 設有一連結裝置，分別於該連結裝置與各架軌的連結部位 ，各相對應設有一組凹口呈相反方向設置的弧形滑孔，於 各組相對應的弧形滑孔各穿設有一滑軸而形成定位及限動 〇 較佳的’本發明可以於基板與承板的相向板面相對設 Φ 有多組呈網格狀交錯型態設置的架執，各架執可以設為具 一失角的交錯型態，並選擇性地於各架執的交錯部位之間 連結設有連結裝置。 • 較佳的，本發明的架執可以設有呈條板狀的軌體，於 執體與連結裝置的連結位置設有一凹口方向朝向連結裝置 中間平面方向的弧形滑孔；相對應地於連結裝置的下、上 部位各設有一可分別相對嵌合於軌體的嵌槽，連結裝置並 在位於嵌槽兩側的板面，各設有一凹口朝向相反於連結裝 _ 置中間平面方向的弧形滑孔。 較佳的’本發明的架執係凹設有一執槽，連結裝置的 連結部位係嵌置於軌槽，並且架軌在位於軌槽兩側的板面 各設有一凹口朝向該連結裝置中間平面方向的弧形滑孔。 較佳的，本發明於基板、連結裝置、滑軸及承板的其 中一個以上設有一阻尼裝置，該阻尼裝置可以設於基板的 板面、承板的板面、滑軸端點與連結裝置之間或架執與連 結裝置之間；再者，該阻尼裝置係可以為彈性橡膠層或摩 擦墊片，該彈性橡膠層可以結合設於弧形滑孔的孔壁或滑 6 1269844 軸的外部等位置。 本發明所提供的雙曲式隔震消能裝置，可以獲得的優 點及功效增進至少包括： 1本1月於呈父錯型態設置的架軌之間，直接以連 結裝置形成兩組呈夺辑士 A Μ $ 主乂錯方向设置的雙曲式連結構造，讓承 板與基板能夠進行7欠伞纺千古七 仃艰十與垂直方向的相對移動，並於相對 移動後自動回歸原&，配合選擇性設於構件之間的阻尼裝 ☆:、有J：地阻水平及垂直振動能量的傳遞及吸收振 動月b里，滿足建築業者或設備廠商有關於各種防震及減振 > 2、本發明所提供的雙曲式隔震消能裝置，可以靈活 改變相互交錯的架執組數及連結裝置的配合數量，充分滿 足各種不同使用場合或環境的需求，實施運用極為靈活便 執之間，直接以連 夠有效地簡化組成 讓雙曲式隔震消能 能裝置，利用相對 兩者間的滑軸，可 的尺寸條件下，本 的效果，有效達到 ，有效地將建築物The main purpose of the present invention is to provide a hyperbolic vibration isolation and energy dissipation device, which is mainly used directly for the above-mentioned interlaced type of rails, and is provided with a connection device at the parental fault of the two woods. A pair of arc-shaped sliding holes with opposite concave arc directions are oppositely arranged between the connecting device and each of the frame rails, and the corresponding curved sliding holes of each group are respectively provided with a sliding shaft which is restricted by the curved sliding hole and positioned 'The damper device that can be selectively used between the substrate, the sliding shaft, the connecting device and the carrier plate can not only block the transmission of the horizontal and vertical vibration energy and absorb the vibration ' 1 ' and can simplify the structure and reduce the height of the device. Reduce the size of the device and effectively improve the practical performance of the isolation and energy dissipation device. Based on the foregoing objects, the technical means utilized by the present invention is to provide a hyperbolic vibration isolation energy dissipation U' which is provided with a 5 1269844 substrate and a carrier plate disposed in parallel intervals on the substrate and the carrier plate. Between the opposing plates, a plurality of racks arranged in an interlaced manner are arranged, and a connecting device is disposed between the two staggered portions, respectively, corresponding to the connecting portions of the connecting device and the rack rails. There is a set of arc-shaped sliding holes which are arranged in opposite directions, and each of the corresponding curved sliding holes is provided with a sliding shaft to form a positioning and a limiting movement. The present invention can be used for the substrate and the carrier plate. The opposing plates are oppositely arranged with Φ. There are a plurality of sets of grid-like staggered patterns, and each of the racks can be set to have a staggered staggered pattern, and selectively connected between the staggered parts of each rack. There is a connecting device. Preferably, the rack of the present invention can be provided with a rail-shaped rail body, and a curved sliding hole with a notch direction toward the middle plane of the connecting device is disposed at a joint position of the body and the connecting device; correspondingly The lower and upper portions of the connecting device are respectively provided with a fitting groove which can be respectively fitted to the rail body, and the connecting device is disposed on the plate surface on both sides of the inserting groove, and each of the recessed portions is opposite to the intermediate plane of the connecting device. Curved sliding holes in the direction. Preferably, the frame of the present invention is provided with a groove, the joint portion of the joint device is embedded in the rail groove, and the frame rail is provided with a notch on the plate surface on both sides of the rail groove toward the middle of the joint device. Curved slide hole in the plane direction. Preferably, the present invention is provided with a damping device on one or more of the substrate, the connecting device, the sliding shaft and the carrier plate, and the damping device can be disposed on the plate surface of the substrate, the plate surface of the bearing plate, the end of the sliding shaft and the connecting device. Between the frame and the connecting device; further, the damper device may be an elastic rubber layer or a friction pad, and the elastic rubber layer may be combined with the hole wall of the curved sliding hole or the outer part of the sliding shaft of the 6 1269844 shaft Wait for the location. The advantages and enhancements of the hyperbolic vibration isolating energy dissipating device provided by the present invention include at least: 1 in January, between the racks and rails set in the parental fault type, the two groups are directly formed by the connecting device. SERIES A Μ $ The double-curved connection structure set in the wrong direction allows the carrier and the substrate to perform the relative movement of the 7-nose umbrella spinning and the vertical direction, and automatically returns to the original & With the damping device selectively set between the components ☆: There are J: ground resistance level and vertical vibration energy transmission and absorption vibration month b, to meet the construction industry or equipment manufacturers have various anti-shock and vibration reduction> 2 The hyperbolic vibration isolating energy dissipating device provided by the invention can flexibly change the number of interlaced racks and the number of mating devices, and fully meet the needs of various different occasions or environments, and the application is extremely flexible and convenient. Between the two, directly and effectively simplify the composition to make the hyperbolic isolation energy dissipating device, using the sliding axis between the two, the size of the condition, the effect is effectively achieved, effectively Building
本發明於呈交錯型態設置的架 結裝置形成雙曲式的連結構造，不僅能 構造、降低裝置高度與長度，並且可以 裝置更容易組裝及施作。 4、本發明所提供的雙曲式隔震消 應的雙曲式弧形滑孔構造，配合穿設於 以提供相當大的水平移動行程，在同樣 發明能夠提供較參考案兩倍左右之移動 減縮裝置體積的效能。 5本發明具備阻尼器的作用功能 7 1269844 、橋樑Μ義器設備、晶圓製程設備的振動能量，轉換成連 結裝置的運動能量的功能效果。 ' 【實施方式】 為能詳細瞭解本發明的技術特徵及實用功效，並可依 照說明書的内容來實施，玆進一步 V U如圖式所示的較佳實 她例，詳細說明如后： >本發明係為-種可以裝設運用於建築物、橋樑、儀器 設備、晶圓製程設備的底部或建築物結構體之間的雙曲^ 隔震消能裝置，本發明不作特定的限制，一、： α -· 不、一圖式 不’本發明係包括有呈平行間隔設置的一基板〇 〇 ) 及一承板（2 0 ) ’於該基板（丄〇 )與該承板（^ ) 的相向板面之間設有一組以上呈交錯型態設置的架執（1 立 1) (2D ’於兩相對應架執（11) (21)的交錯 4位之間設有-連結裝置（3Q)，分別於該連結裂置（ 3cn與各架執（11) (21)的連結部位，各相對岸 設有一組凹口呈相反方向設置的弧形滑孔（32a)(丄 2)(32B)(22)，並於各組相對應的弧形滑 3 2 A ) ( 1 2 ) ( 3 2 B ) ( 2 2 )各穿設有—滑軸（ 33A) (33B)而形成定位及限動，同時可以選擇性 地於基板（1Q)、連結裝置（3〇)、滑轴（33a) (3 3 B )及承板（2 〇 )之間’設置具彈性阻尼作 阻尼裝置（4 0 ); 如此，當發生地震或受到振動作用時，利用基板（1 〇)與連結裝置（30)及連結裝置（3〇)與承板（2 8 1269844 二”：利用雙曲式弧形滑孔（32A) (12) (3 2 ( 2 2 )配合滑輛（3 3 A ) f 成的水平及” μ C33A) (33Β)限位所形 门& ’忐夠有效地隔絕地震或振動的傳遞 違到隔震、減振及消能的崎〜 ^ ^ L ^ 力作用結束後，利用·： 震或振動等外 4利用雙曲式弧形滑孔（3 2 A ) ( ;l 2 ) ^B) (22)的對應作用，能夠讓滑軸（33a) :B)自動地回歸到初始的設定位置。The present invention forms a hyperbolic joint structure in a staggered arrangement, which not only can construct, reduce the height and length of the device, but also make the device easier to assemble and apply. 4. The hyperbolic arc-shaped sliding hole structure of the hyperbolic vibration isolation provided by the present invention is matched to be provided to provide a relatively large horizontal movement stroke, and the same invention can provide about twice the movement of the reference. Reduce the effectiveness of the device volume. 5 The invention has the function of the function of the damper 7 1269844, the vibration energy of the bridge device and the wafer process equipment, and the functional effect of the vibration energy converted into the connection device. [Embodiment] In order to understand the technical features and practical effects of the present invention in detail, and in accordance with the contents of the specification, the VU is further illustrated as a preferred example, and the details are as follows: > The invention relates to a hyperbolic interference isolation device that can be installed between a building, a bridge, an instrument, a bottom of a wafer processing equipment or a building structure, and the invention is not limited thereto. : α -· No, one figure does not 'the invention includes a substrate 呈 arranged in parallel intervals) and a carrier plate (20 ) ' on the substrate (丄〇) and the carrier plate (^) There is a set of more than one staggered configuration between the opposite plates (1 vertical 1) (2D 'between the two staggered 4 positions of the two corresponding racks (11) (21) - 3Q ), respectively, in the joint splitting portion (3cn and the joints of the racks (11) (21), each of the opposite banks is provided with a set of arcuate sliding holes (32a) (32) (32) in opposite directions. (22), and the corresponding curved slips in each group 3 2 A ) ( 1 2 ) ( 3 2 B ) ( 2 2 ) are each provided with a sliding shaft ( 33A) (3 3B) to form positioning and limiting, and at the same time selectively set the elasticity between the substrate (1Q), the connecting device (3〇), the sliding shaft (33a) (3 3 B) and the carrier plate (2 〇) Damping as a damping device (40); thus, when an earthquake or vibration occurs, the substrate (1) and the connecting device (30) and the connecting device (3〇) and the carrier plate (2 8 1269844 2) are utilized. Hyperbolic curved slide hole (32A) (12) (3 2 ( 2 2 ) with sliding (3 3 A ) f level and " μ C33A" (33 Β) limit position door & '忐Effectively isolates the transmission of earthquakes or vibrations against the isolation, vibration and energy dissipation. After the end of the force action, use:: shock or vibration, etc. 4 using hyperbolic curved slide holes (3 2 The corresponding action of A ) ( ;l 2 ) ^B) (22) enables the sliding axis (33a):B) to automatically return to the initial set position.
^ μ * , p ^ —圖式所不的本發明第一較佳實施例， 二雙曲式隔震消能裝置係設有平行間隔設置的一基板" 二；一承板（20)，於基板（i(n與承板（20) 目。板面相對設有一組以上呈交錯型態設置的架軌（工 2 1 ) ’並於兩架軌（1 1 ) ( 2 1 ) #交錯部位 之間連結設有-連結裝置（3 〇 );其中， 前述的基板（1 η彳Μ # ^ t . % )於朝向承板（2 Ο )的上側板面 ^置有-供連結裝置（3〇)組裝結合的平直型架軌（工 :)、，於該架執（11)設有-呈條板狀的軌體（112 ，並於軌體（1 1 2 )與連結裝置（3 0 )的連結位置 ’各相對應設有一凹口方向朝向連結裝置（3 0 )中間平 方向〔即承板（2 〇 )方向〕的弧形滑孔㈠2 )，同 可父於基板（1 〇 )的下側板面結合設有一具彈性阻尼 作用的阻尼裝置（4 〇 )，該阻尼裂置（4㈡係可以由 Μ橡m生彈性材料（vis⑽astic materia|s)、磨擦 ^ 材料（frictional materials)或阻尼係數（Damping coefficient)較佳的材料所製成，如圖所示的阻尼裝置（4 9 1269844 Ο )係為彈性橡膠層； 則述的承板（2 〇 ) 設置有一供連結裝。朝向f板（1 0)的下側板面 )組裝結合的平直型架執（2 1)’於該架軌（21)讯右^ , u 2 、^ 乙丄J 5又有一呈條板狀的執體（2 ] 9 )’並於軌體乙 ，、連結裝置（3 0 )的連結位置^ μ * , p ^ - The first preferred embodiment of the present invention is not shown in the drawings. The two-hyperbolic isolation and energy dissipating device is provided with a substrate which is arranged in parallel intervals, and a carrier plate (20). On the substrate (i (n and the support plate (20) mesh. The plate surface is opposite to a set of more than one staggered type of rail (work 2 1)' and is interleaved on two rails (1 1 ) ( 2 1 ) # A connection device (3 〇) is provided between the portions; wherein the substrate (1 η 彳Μ # ^ t . % ) is disposed on the upper plate surface facing the carrier plate (2 Ο ) with a connection device ( 3〇) Assemble the combined straight frame rail (work:), and the rack (11) is provided with a strip-shaped rail body (112, and the rail body (1 1 2) and the connecting device ( The connection position of the 3 0 ) is correspondingly provided with a curved sliding hole (1) 2) which is oriented in the middle direction of the connecting device (30), that is, in the direction of the carrier (2 〇), and can be attached to the substrate (1)下) The lower side of the board is combined with a damping device (4 〇) with elastic damping. The damping crack (4 (2) can be made of vis (m) elastic material (vis (10) astic materia|s), friction ^ material (friction Al materials) or a Damping coefficient is preferred. The damping device (4 9 1269844 Ο) is an elastic rubber layer as shown in the figure; the carrier plate (2 〇) is provided with a connection. Installed. Facing the lower side of the f-plate (10), assemble the combined straight frame (2 1)' on the frame rail (21). Right ^ , u 2 , ^ 丄 J 5 has a strip The plate-like body (2 ] 9 )' is connected to the rail body B and the connecting device (30)
言又有-凹口方向朝向連結裝"3〇)中間平面方向〔即 基板（1 〇 )方向〕的弧形滑孔（2 2 )，再於承板（2 0)的上側板面結合設有一具彈性阻尼作用的阻尼裝置（ 4〇) ’該阻尼裝置（4Q)係可以由彈性橡膠、黏性彈 性材料、磨擦性材料或阻尼係數較佳的材料所製成，如圖 所示的阻尼裝置（4 0 )係為彈性橡膠層； 鈉述的連、、Ό哀置（3 〇 )係可以設為如圖所示塊體型 悲’於連結裝置（3 〇 )的下、上部位各設有一可分別相 對肷合於架軌（1 1 ) ( 2 1 )所設執體（1 1 2 ) ( 2 12)的嵌槽（31Α) (31Β)，並對應於架軌（工 1 ) ( 2 1 )所設的弧形滑孔（1 2 ) ( 2 2 )，連結裝 置（3 0 )在位於嵌槽（3 1 a ) ( 3 1 Β )兩側的板面 各相對應設有一凹口朝向相反方向的弧形滑孔（3 2 A ) (3 2 B )，即位於下方的弧形滑孔（3 2 A )的凹口方 向係朝向位於下方的基板（1 0 )，位於上方的弧形滑孔 (3 2 B )的凹口方向係朝向位於上方的承板（2 0 ); 承前所述，於相對應的弧形滑孔（3 2 A ) (12) 及弧形滑孔（3 2 B ) (22)，分別穿設有一受弧形滑 孔（32A) (12) ( 3 2 B ) (22)限動及定位之 10 1269844 滑柏（33A) (33B) ’讓各組形成雙曲式… 形滑孔（3 2 A ) ( ] 9、 雙曲式汉叶的弧 丄2 )及弧形滑孔（3 2 r、 r 〇。 )，能夠利用各滑軸（ ）（22 1 3 3 A ) ( 3 3 B )的限勳弗 士、4 對的位移，並可以於潛 限動幵/成相 覆設有-具彈性阻尸 =(33A) (33B)的外部包 早阻尼作用的阻尼裝置（4 0 )，如圖所一 的阻尼裳置（4 0 )係為彈性橡膠包覆層，· β 丁 ^田地震或振動等外力作用發生時，利用設於基 :―(〇)、連結裝置（3(η及承板（20)之間的雙 式弧形滑孔（3 2 A ) ( 1 2 ) ( 3 2 Β ) ( 2 2 )設 5十，，夠利用基板（1 0 )與承板（2 0 )的相對水平位 移及叶降所產生的作用’有效地隔絕地震或振動的傳遞， 達到隔震、減振及消能的效能，並且本發明能夠進一步利 用叹於基板（1 〇)及承板（20)的阻尼裝置（40) L可地及收垂直方向的振動能量，提供於垂直方向的吸震 及減振效能。 當地震或振動等外力作用結束後，利用雙曲式的弧形 〆月孔（3 2 A ) ( 1 2 ) ( 3 2 B ) ( 2 2 )及滑軸（3 3 A ) ( 3 3 B )的設計，基板（1 〇 )、承板（2 〇 ) 及連結裝置（3 〇 )能夠自動地回歸到最穩定的初始設定 位置。 蜻參看第三圖所示的本發明第二較佳實施例，該實施 例於滑軸（3 3 A ) ( 3 3 B )的外部包覆設置阻尼裝置 。亦可於連結裝置（3 0 )的下、上嵌槽（3 1 A ) (3 1 B )的内壁面設有一可供架軌（1 1 ) ( 2 1 )抵靠的 ^269844 限尼裝置（4 Ο )，該阻尼裝置（4 〇 )係、由軟性材料構 成而能提供緩衝作用。 請參看第四圖所示的本發明第三較佳實施例，該實施 =係將滑軸（3 3 A )( 3 3 B )設為螺栓型態，並於各 月車由（33A) (33B)之兩端，各設有阻尼裝置（4 0 )’在本較佳實施例中，該阻尼裝置（4 〇 )係為一摩 擦塾片（4 1 )，各滑軸（3 3 a ) ( 3 3 B )的兩端分 •別伸出該孤形滑孔（32A) (32B)之外壁，並於兩 端分別結合設有-摩擦塾片（4丄），並各以兩螺帽分別 各/月軸（33A) (33B)的兩端螺合固定，讓各摩 擦塾片（“）抵靠於弧形滑孔（32a) (32b)之 μ麥看第五圖所 例係將架軌（1丄） 請參看第六圖所 例將架軌（1 ；[)( 4 )的長形架軌型態 執槽（1 1 4 ) ( 2 結裝置（3 〇 )連結 並於各架軌（i工） 阻尼作用的阻尼裝置 以由彈性橡膠、黏性 佳的材料所製成，如 橡膠層；In other words, there is an arc-shaped sliding hole (2 2 ) in the direction of the middle plane (ie, the direction of the substrate (1 〇)), and the direction of the notch is combined with the upper side surface of the carrier plate (20). There is a damping device with elastic damping (4〇) 'The damping device (4Q) can be made of elastic rubber, viscous elastic material, friction material or material with better damping coefficient, as shown in the figure. The damper device (40) is an elastic rubber layer; the sodium-connected, Ό 置 (3 〇) system can be set as shown in the figure below, and the lower part and the upper part of the connecting device (3 〇) There is a recessed groove (31Α) (31Β) which can be respectively coupled to the body (1 1 2 ) ( 2 12 ) of the frame rail (1 1 ) ( 2 1 ), and corresponds to the frame rail (work 1) ( 2 1 ) The arc-shaped sliding hole (1 2 ) ( 2 2 ) is provided, and the connecting device (30) is respectively provided with a corresponding plate surface on both sides of the recessed groove (3 1 a ) ( 3 1 Β ) The curved sliding hole (3 2 A ) (3 2 B ) with the notch facing in the opposite direction, that is, the notched direction of the arc-shaped sliding hole (3 2 A ) located below is directed toward the substrate (10) located below, located at Curved slide above The notch direction of the hole (3 2 B ) is directed toward the upper plate (20); as shown in the previous section, the corresponding curved sliding hole (3 2 A ) (12) and the curved sliding hole (3 2 B) (22), respectively, wearing a curved sliding hole (32A) (12) (3 2 B) (22) Limiting and positioning 10 1269844 Cypress (33A) (33B) 'Let each group form a double Curved shape... Shaped sliding hole (3 2 A ) ( ] 9, double curved Han dynasty arc 丄 2 ) and curved sliding hole (3 2 r, r 〇. ), capable of using each sliding shaft ( ) (22 1 3 3 A ) ( 3 3 B ) is limited to Xunfus, 4 pairs of displacements, and can be applied to the latent dynamic / entangled - with elastic obstruction = (33A) (33B) external package early damping The acting damping device (40), as shown in Fig. 1, is an elastic rubber coating. When an external force such as an earthquake or vibration occurs, the use of the base is as follows: 〇), the connecting device (3 (the double curved sliding hole (3 2 A ) ( 1 2 ) ( 3 2 Β ) ( 2 2 ) between the η and the carrier plate (20) is set to 50, enough to utilize the substrate (1 0) The relative horizontal displacement of the bearing plate (20) and the effect of the leaf drop 'effectively isolates earthquakes or vibrations The performance of the vibration isolation, vibration reduction and energy dissipation is achieved, and the present invention can further utilize the damping device (40) L of the substrate (1 〇) and the carrier plate (20) to absorb the vibration energy in the vertical direction. Provides shock absorption and vibration damping performance in the vertical direction. When the external force such as earthquake or vibration is over, use the hyperbolic curved lunar hole (3 2 A ) ( 1 2 ) ( 3 2 B ) ( 2 2 ) and the sliding shaft (3 3 A ) ( 3 3 B The design, the substrate (1 〇), the carrier (2 〇) and the connecting device (3 〇) can automatically return to the most stable initial setting position. Referring to the second preferred embodiment of the present invention shown in the third figure, the embodiment is provided with a damping means on the outside of the sliding shaft (3 3 A ) (3 3 B ). The inner wall surface of the lower and upper recessed grooves (3 1 A ) (3 1 B ) of the connecting device (30) may be provided with a 269844 limiting device for the frame rail (1 1 ) ( 2 1 ) to abut. (4 Ο ), the damper device (4 〇) is made of a soft material and provides a cushioning effect. Referring to the third preferred embodiment of the present invention shown in the fourth figure, the implementation = the sliding shaft (3 3 A ) ( 3 3 B ) is set to a bolt type, and each month is driven by (33A) ( Each of the two ends of the 33B) is provided with a damping device (40). In the preferred embodiment, the damping device (4) is a friction diaphragm (4 1 ), and each sliding shaft (3 3 a ) (3 3 B ) at both ends • Do not extend out of the outer wall of the isolated slide hole (32A) (32B), and combine with a friction plate (4丄) at each end, and each with two nuts The two ends of each/month axis (33A) (33B) are screwed together, so that each friction cymbal (") is abutted against the curved sliding hole (32a) (32b). Rail (1丄) Please refer to the figure 6 to connect the frame rail (1;[)( 4 ) to the long rail type (1 1 4 ) ( 2 knot device (3 〇) The damping device of the damper is made of elastic rubber and a good adhesive material, such as a rubber layer;
示的本發明第四較佳實施例，該實施 (2 1 )设為丁字形的實施型態。 示的本發明第五較佳實施例，該實施 21)設為具執槽（114) (21 ’並且架執（11) (21)在位於 1 4 )兩側的板面各設有一用以與連 的弧形滑孔（1 2 a ) ( 2 2 A )， (2 1 )的孔壁結合設有一層具彈性 (40) ’該阻尼裝置（4 〇 )係可 彈性材料、磨擦性材料或阻尼係數較 圖所不的阻尼裝置（4 0 )係為彈性 12 1269844 該實施例將連結裝置（3 0 A )設為塊體型態，並對 應於架軌（1 1 ) ( 2 1 )所設的弧形滑孔（1 2 A )( 22A)，連結裝置（30A)在嵌置於軌槽（114) (2 1 4 )的下、上部位，各相對應設有一凹口朝向相反 方向的弧形滑孔（3 2 A ) ( 3 2 B )，即位於下方的弧 形滑孔（3 2 A )的凹口方向係朝向位於下方的基板（1 〇 )，位於上方的弧形滑孔（3 2 B )的凹口方向係朝向In the fourth preferred embodiment of the present invention, the embodiment (21) is set to a T-shaped embodiment. In a fifth preferred embodiment of the present invention, the embodiment 21) is provided with a groove (114) (21' and a shelf (11) (21) is disposed on each side of the plate at both sides of the A layer of elastic (40) is attached to the wall of the curved sliding hole (1 2 a ) ( 2 2 A ), (2 1 ). The damping device (4 〇) is an elastic material and a friction material. Or the damping device (40) whose damping coefficient is different from that of the figure is the elasticity 12 1269844. This embodiment sets the connecting device (30A) to the block type and corresponds to the frame rail (1 1 ) ( 2 1 ) The arc-shaped sliding hole (1 2 A ) ( 22A) is provided, and the connecting device (30A) is embedded in the lower and upper portions of the rail groove (114) (2 1 4 ), and each of the corresponding holes is oppositely facing The curved sliding hole (3 2 A ) ( 3 2 B ) in the direction, that is, the curved sliding hole (3 2 A ) located below, the direction of the notch is toward the lower substrate (1 〇), and the arc is located above. The direction of the notch of the slide hole (3 2 B ) is oriented
位於上方的承板（2 0 )，再於相對應的弧形滑孔（3 2 A ) ( 1 2 A )及弧形滑孔（3 2 b ) ( 2 2 A )，分別 穿設有一受弧形滑孔（32A) ( 1 2 A ) ( 3 2 B )( 22A)限動及定位之滑軸（33A) (33B)。 請參看第七圖所示的本發明第六較佳實施例，該實施 例的結構型態大致相同於前述如第六圖所示的實施例，該 實施例主要係直接㈣相同於如第二圖所示實施例的連= 裝置（3 0 )，即於連結裝4 ( 3 〇 ) @下、上部份設有D 嵌槽（31A) (31B)。 以上所述，僅是本發明的較佳實施例，並非對本發明 :任何形式上的限制，任何所屬技術領域中具有通常㈣ :所：在不脫離本發明所提技術方案的範圍内， 示技術内容所作出局部更動或修飾的等效實施例， 方案的範圍内。 谷勺仍屬於本發明技術 【圖式簡單說明】 第-圖係本發明實施運用之立體結構示意圖 13 1269844 第二圖係本發明第一較佳實施例之立體結構示意圖。 第三圖係本發明第二較佳實施例之立體結構示意圖。 第四圖係本發明第三較佳實施例之立體結構示意圖。 第五圖係本發明第四較佳實施例之立體結構示意圖。 第六圖係本發明第五較佳實施例之立體結構示意圖。 第七圖係本發明第六較佳實施例之立體結構示意圖。 【主要元件符號說明】 • ( 1 0 )基板 （1 1 )架軌 (112)執體 （114)軌槽 (12) ( 1 2 A )弧形滑孔 (2 0 )承板 （2 1 )架執 (212)軌體 （214)軌槽 (22) ( 2 2 A )弧形滑孔 (30) (30A)連結裝置 (3 1 A ) (31B)嵌槽 • ( 3 2 A ) ( 3 2 B )弧形滑孔 (3 3 A ) ( 3 3 B )滑軸 (40)阻尼裝置 （41)摩擦墊片 14The upper plate (20) is placed in the corresponding curved sliding hole (3 2 A ) ( 1 2 A ) and the curved sliding hole (3 2 b ) ( 2 2 A ). Curved slide hole (32A) ( 1 2 A ) ( 3 2 B ) ( 22A) Sliding shaft (33A) (33B) for movement and positioning. Referring to the sixth preferred embodiment of the present invention shown in the seventh embodiment, the structural form of the embodiment is substantially the same as the embodiment shown in the foregoing sixth embodiment. The embodiment is mainly directly (four) identical to the second embodiment. In the embodiment shown in the figure, the device (30) is provided with a D-fitting groove (31A) (31B) in the upper portion and the upper portion of the connecting device 4 (3 〇). The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention: any form of limitation, any one of ordinary skill in the art: (4): without departing from the scope of the present invention Equivalent embodiments of local variations or modifications made by the content are within the scope of the scheme. The present invention is a schematic diagram of a three-dimensional structure of the first preferred embodiment of the present invention. The first embodiment is a schematic view of a three-dimensional structure of the first preferred embodiment of the present invention. The third drawing is a schematic perspective view of a second preferred embodiment of the present invention. The fourth figure is a schematic perspective view of a third preferred embodiment of the present invention. The fifth drawing is a schematic perspective view of a fourth preferred embodiment of the present invention. Figure 6 is a perspective view showing a three-dimensional structure of a fifth preferred embodiment of the present invention. Figure 7 is a perspective view showing a three-dimensional structure of a sixth preferred embodiment of the present invention. [Main component symbol description] • (1 0) substrate (1 1) frame rail (112) body (114) rail groove (12) (1 2 A) curved slide hole (20) carrier plate (2 1 ) Rack (212) rail body (214) rail groove (22) (2 2 A) curved slide hole (30) (30A) joint device (3 1 A) (31B) slotted groove • ( 3 2 A ) ( 3 2 B) Curved slide hole (3 3 A ) ( 3 3 B ) Sliding shaft (40) Damping device (41) Friction washer 14