TW200404941A - A quake isolator - Google Patents
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- TW200404941A TW200404941A TW92133906A TW92133906A TW200404941A TW 200404941 A TW200404941 A TW 200404941A TW 92133906 A TW92133906 A TW 92133906A TW 92133906 A TW92133906 A TW 92133906A TW 200404941 A TW200404941 A TW 200404941A
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200404941 五、發明說明(1) 【發明所屬之技術領域】·· 本發明係關於一種震動隔離器,尤指一種於建築物下 面所没置的避震隔離器,該隔離器採用的上、下承接板能 配合滾球,可以將地震力所產生的水平、垂直震力減弱, 以發揮避震的效果者。 【先前技術】: 地震的發生係因為板塊的相互推擠而產生,台灣因為 位於歐亞板塊與菲律賓板塊的交點上,所以地震頻繁,由 於地震不可避免,亦無法預測,所以只有在防震上下功 夫’才能減少財產損失與人員傷亡。 存在已久的應用和器具有彈簧阻尼(Damping)器、 減震益(Shock absober)和消能墊(Elastic pad)。 有鑑於此 出來,該項專 之間加設多數 間,及支撐隔 承,以便地震 滾球或滾球軸 地基之水平震 其最後所能傳 效果,而能使 ,便有 利係基 支撐隔 絕層與 發生時 承對各 動能依 至建築 建築物 專利公 於零剪 絕層, 地基之,利用 隔絕層 專比級 物之水 保持機 告號1 9 8 7 3 9的發明專利被設計 力之原理思考在建築物與地基 並在相鄰的兩支撐隔絕層之 間介設多數個滾球或滾球軸 隔絕層間及隔絕層與地基間之 之極低滾動摩擦推力,將來自 數作由下而上之逐層衰減,使 平振動動能能達到微乎其微之 乎不動之狀態。 200404941 五、發明說明(2) 处,^ ^震衣置著眼點在於零剪力。即使能隔絕地震動 ^扼^、梦,所f來的影響’但由於必須使用大量的支撑 =以Ϊ”滾球轴承等材料,才能達到減地震的效 無制衡之機^计^ \存有成本昂貴與體積過大的缺失,又 又用於应她+震過後建物不易回歸原處,因此也不適 合用於工廠機械的避震,在使用上無實用價值。 【發明内容】: 车夕ί ί發:Α ’緣基於個人從事土木結構及大地工程多 年之經驗,並精心研穿,虛 爷锊i ώ ι ϋ研 應用振動工學中之單擺、複擺及 :剪力、η Ϊ之原'里,終於設計出一種嶄新的,能克200404941 V. Description of the invention (1) [Technical field to which the invention belongs] ··· The present invention relates to a vibration isolator, especially a shock isolator not located under a building. The bearing plate can cooperate with the rolling ball to reduce the horizontal and vertical seismic force generated by the seismic force, so as to exert the effect of shock absorption. [Previous technology]: The earthquake occurred due to the mutual pushing of the plates. Because Taiwan is located at the intersection of the Eurasian plate and the Philippine plate, earthquakes are frequent. Since earthquakes are unavoidable and cannot be predicted, only efforts must be made to prevent earthquakes. 'In order to reduce property damage and casualties. Applications and devices that have been around for a long time have spring dampers, shock absobers, and elastic pads. In view of this, a large number of additional rooms and support partitions are provided between the project, so that the horizontal vibration of the seismic ball or ball axis foundation can transmit the effect in the end, and it is beneficial to support the base insulation layer. According to the principle of designing the building, the patent of the building is disclosed in the zero-shear insulation layer at the time of the occurrence of the kinetic energy. On the ground, the principle of design power of the invention patent No. 1 9 8 7 3 9 of the insulation layer is used for the water retention machine. Consider the extremely low rolling friction thrust between the building and the ground and between the two adjacent supporting insulation layers, between the insulation layer and the ground and between the insulation layer and the foundation. The upper layer is attenuated layer by layer, so that the kinetic energy of the flat vibration reaches a state where it is insignificant. 200404941 V. Description of the invention (2), ^ ^ Zhenyi's focus is on zero shear force. Even if it can be isolated from ground vibrations ^ ^ ^, dreams, the effects of f ', but because you must use a lot of support = to "ball bearing" and other materials, in order to achieve the effect of reducing earthquakes, there are no checks and balances ^ Count ^ \ Existing costs The lack of expensive and bulky, but also used to respond to her + after the earthquake, the building is not easy to return to the original place, so it is not suitable for the shock absorption of factory machinery, there is no practical value in use. [Inventive content]: Che Xi ί hair : Α 'Yuan is based on my years of experience in civil structure and geotechnical engineering, and is carefully researched through it. Xu Ye ώ ώ ώ ϋResearch on pendulum and compound pendulum in applied vibration engineering and: shear force, η 原 原 原' Here, a new kind of Nenker is finally designed
服J力 W周卽地震力、能吾明,1/r j H . 此里及收和轉換以及提早啟動復元 —一二^ Μα ),減短振動時間的震動隔離器, 地震#年十月,纟案發明人製作—原型證 本發明之主要目的,在於提供一種震動隔離器 對習知的防震裝置作一改變,使之能以最少的成本與最: 的體積,來達到相同的避震效果。 本發明之次要目的,在於提供一種震動隔離器,是 讓該防震裝置發揮全方位的功用,而不限用於建築物的防 震上。 200404941 五、發明說明(3) 為達上述之目的,本發 所述上、下承壓板係相互疊 應,該滾球則放置於上、下 上、下承壓板則分別位於建 藉由角鋼固定而與基板或底 築物的柱體或機器;該底板 底板打入地基;當地震產生 曲面空間内滾動和滑動,使 並配合基板上所設的彈簧, 墊而能消除地震所產生的水 基板上的建築物或機器的功 明包括上、下承壓板與滾球; 合,使其上、下凹陷曲面對 曲面所形成的空間内,而該 築物或機械之基板與底板間, 板相結合。該基板上可設置建 則直接用|苗定螺检穿過角鋼與 時’藉由滾球在上、下承壓板 上承壓板作水平方向的移動, 以及下承壓板與底板間的消能 平與垂直振動力,以達到保護 用〇 據而本發明在設計上具有如下之優點: 1、本發明因為在上、下承壓板設有相對應的上、 面’又曲面的範圍、深度與粗糙度係配合滾 卜曲 計的原則,因此當滾球在曲面上滾動 1、為权 率可以消除任何方向所產生的振力位#,4 == :,且消能速度快、阻尼效率高,幾乎 」 馬上停止搖動。 七承載物 理 時 環 保 由於本發明上、下承屋接觸面分 也可鑲入對應的摩擦環,所以當遇到長厚^層處 上摩擦環能藉由彈簧所產生的重力 日^中度地震 持較大的摩擦係數,因此本發明 與下摩擦Serving J force, Zhou Zhou earthquake force, Nengwuming, 1 / rj H. Here is the collection and conversion and early start recovery—one or two ^ Μα), a vibration isolator to reduce the vibration time, earthquake # year October, Production of the inventor—prototype proof The main purpose of the present invention is to provide a vibration isolator to change the conventional shock-proof device, so that it can achieve the same shock-absorbing effect with the least cost and the largest volume. . A secondary object of the present invention is to provide a vibration isolator, which allows the anti-vibration device to exert a full range of functions, and is not limited to the anti-vibration of buildings. 200404941 V. Description of the invention (3) In order to achieve the above-mentioned purpose, the upper and lower pressure-bearing plates described in this publication are superimposed on each other, and the balls are placed on the upper, lower, and lower pressure-bearing plates, respectively. The angle steel is fixed to the column or machine of the base plate or the bottom structure; the bottom plate of the bottom plate penetrates into the foundation; when the earthquake produces a curved space, it rolls and slides, and cooperates with the springs and pads provided on the base plate to eliminate the earthquake. The wisdom of the building or machine on the water substrate includes the upper and lower pressure plates and rolling balls; combined so that the upper and lower depressions of the curved surface oppose the curved surface, and the substrate or floor of the building or machine Between the boards. The base plate can be set to use the Miaoding screw inspection to pass through the angle steel and the time 'the horizontal movement of the pressure plate by the ball on the upper and lower pressure plates, and between the lower pressure plate and the bottom plate. It dissipates flat and vertical vibration forces to achieve protection. According to the invention, the invention has the following advantages in design: 1. Because the upper and lower pressure plates of the invention are provided with corresponding upper and lower surfaces and curved surfaces Depth and roughness are in accordance with the principle of the roller curve meter, so when the ball rolls on the surface 1, the vibration force level #, 4 == can be eliminated in any direction for the weight, and the energy dissipation speed is fast, The damping efficiency is high, and the shaking is almost stopped immediately. Environmental protection at the time of bearing physics Because the contact surfaces of the upper and lower bearing houses of the present invention can also be fitted into the corresponding friction rings, the upper friction rings can encounter the gravity daylight generated by the spring when encountering long thick ^ layers ^ moderate earthquakes Maintain a large coefficient of friction, so the present invention and the lower friction
第7頁 五、發明說明(4) 振的產生。 3、 本發明之另一種實 構造也是兩承壓板和中八式,屬單擺式減振器,其基本 球數量夠多時,則埭之二球。只要承載量不是很大,中介 承接板與球體的接觸曲阿度可高過兩承壓板之淨空,將上 以免球體逸出。該避=輪廓,改成切線斜率為不連續性 變性阻尼與外加復元六衣,就像受到延時、倒置,且有可 消能效果,最適於:單擺運動,以達到小規模振動的 震。 —樓層和機器應付小振動或小規模地 4、 由於本發明僅需採用小 達到防震的效果,所以除了 d的:構女裝,就能 用的乾圍除了建築物外,還應用於工廠機械上。 5、 由於本發明亦可在下承壓板的與基地間安置一消能 塾,所以對於一些低能量的振動或風力,加諸於承載&物而 使承载物搖動時,透過消能墊就能減低大部份的搖動,且 讓搖動的效果減低。 【實施方式】: 為使貴審查委員對本發明之構造、特徵及其使用功 效有更深一層的認識與瞭解,茲舉一較佳之可行實施例並 配合圖示詳細說明如下:Page 7 5. Description of the invention (4) The generation of vibration. 3. Another practical structure of the present invention is also a two-pressure bearing plate and a middle eight type, which belongs to a single pendulum type shock absorber. When the number of basic balls is enough, two balls are lost. As long as the load capacity is not very large, the contact curve between the intermediate support plate and the sphere can be higher than the clearance between the two pressure plates, so as to prevent the sphere from escaping. The avoidance = contour is changed to the tangent slope is discontinuity. The degeneration damping and the additional compound Liuyi are like being delayed, inverted, and have a dissipative effect. They are most suitable for: single pendulum movement to achieve small-scale vibration. —Floor and machine to cope with small vibration or small scale 4. As the present invention only needs to use small to achieve the effect of anti-vibration, in addition to d: constructing women's clothing, dry enclosures that can be used in addition to buildings are also used in factory machinery on. 5. Since the present invention can also place an energy dissipating cymbal between the lower pressure plate and the base, for some low-energy vibrations or wind, when the load is shaken by adding it to the load, the energy dissipating pad is used to shake the load. Can reduce most of the shaking and reduce the effect of shaking. [Embodiment]: In order to make your reviewing committee have a deeper understanding and understanding of the structure, characteristics, and use effect of the present invention, a better feasible embodiment will be described in detail with the illustrations as follows:
第8頁 200404941 五、發明說明(5)Page 8 200404941 V. Description of the invention (5)
所述上承壓板α)底部設有一上曲面(1ι) 部的十曲面⑴)兩邊依序埋設有彈-(13 )與上摩擦環(14 )。 )螺才王 所述下承壓板(2 )頂卹冰右—下扎二γ 部的下曲面(21)兩、軎/ 有女 面(21 ),該頂 (23)。()兩邊依序埋設有螺拾⑵)與下摩擦環 接著同樣請參閱第一、-圖所示, 的組合實施,係將上、 拓( Χ明第一種型態 ^ ^ μ 下承堡板(1、(2)相互最人 使其上、下曲面(11 )、 分也祁互噎合, 圓形,其上、下端俜拯(21 )、…,該滾球(3 )則呈 中間處,而上觸於上、下曲面⑴)、⑵)的 下 ^ r而上下摩擦環(I4 )與(23 )則貼合於上 曲 11) 、(21)旁邊,之後讓所述上、下承壓板 (1 ) 、( 2 )位於基板(4 )與底板(5 )間,並讓底板 (5 )位於消能墊(6 )下,再分別將角鋼(7 )焊接於基 板(4)與底板(5)的上、下方,而與基板(4)及底二 (5 )結合。A bottom surface of the upper pressure plate α) is provided with an upper curved surface (1) decagonal surface ⑴), and two sides of the upper pressure plate (13) and an upper friction ring (14) are sequentially embedded. ) The bottom bearing plate (2) mentioned above by the Luo Cai King. The lower curved surface (21) of the two γ-parts on the right and bottom of the bottom plate (2), and the female face (21), the top (23). () Both sides are provided with screw picks in sequence) and the lower friction ring. See also the first and -figure below for a combination of implementations, which will be the upper and lower (X Ming the first type ^ ^ μ Xia Chengbao The plates (1, (2) are most mutually made their upper and lower curved surfaces (11), points are also combined with each other, circular, the upper and lower ends of the plate (21), ..., the rolling ball (3) is In the middle, while the upper touches the upper and lower curved surfaces ⑴), ⑵) and the upper and lower friction rings (I4) and (23) fit next to the upper curve 11), (21), and then let the upper , The lower pressure plate (1), (2) are located between the base plate (4) and the base plate (5), and the base plate (5) is located under the energy dissipation pad (6), and the angle steel (7) is welded to the base plate ( 4) It is combined with the upper and lower sides of the bottom plate (5), and is combined with the base plate (4) and the bottom two (5).
第9頁 200404941 五、發明説明(6) 所述基板(4 )兩邊更形成有洞孔(41 ),該基板 (4 )的洞孔(41 )上方設置有一支撐板(4 2 ),一錫定 螺栓(4 3 )係穿過支撐板(4 2 )與位於其上的彈菩(4 5 ) 打入地基(8 )中,讓錨定螺栓(4 3 )上的螺拴帽(4 3 J ) 壓住彈簧(44)而完成基板(4)與地基(8)的固定。 接著以相同方式,將錨定螺栓(4 3 )穿過角鋼(7 ) 與底板(5 )的洞孔,打入地基(8 )讓錨定螺栓(7丨)上 的螺栓帽(7 2 )壓住角鋼(7 ),而完成角鋼(7 )、底板 (5 )與地基(8 )的固定,再於基板(4 )的上方中間處 設置建築物的柱體(A ),柱體(a )必要時亦能用角鋼 (7 )與基板(4 )固定,以完成本發明第一種型態的組合 貫施0 最後請參閱第四圖所示,本發明第一種型態之使用動 作圖(並配合參閱第一、二圖)。本發明第一種型態使用 上^地震級數大到水平力超過兩承壓板間之摩擦力時,下 表C板胃(2 )會順著地震的加速度方向移動,讓滾球(3 ) 在下承^板(2)上之下曲面(21)上逆向滾動,該下曲 ^21)的作用是將一個高值的加速度轉化,先降為零再 f零漸大的可變值加速度。因此下承壓板(2 )對上承壓 、十方向所作功遠不及加振力對下承壓板(2 )所 上功的一半的情況下,又滾球(3 )上緣在上承壓板(1 ) 曲面(U)滾動,促使建築物柱體(A)在垂直方向作Page 9 200404941 V. Description of the invention (6) Holes (41) are formed on both sides of the substrate (4), and a support plate (4 2) is provided above the holes (41) of the substrate (4), one tin The fixing bolt (4 3) passes through the support plate (4 2) and the spring (4 5) located on it into the foundation (8), and the bolt cap (4 3) on the anchor bolt (4 3) J) Press the spring (44) to complete the fixing of the base plate (4) and the foundation (8). Then, in the same way, pass the anchor bolt (4 3) through the hole of the angle steel (7) and the base plate (5), penetrate into the foundation (8), and let the bolt cap (7 2) on the anchor bolt (7 丨) Press the angle steel (7) to complete the fixing of the angle steel (7), the bottom plate (5) and the foundation (8), and then set the building's column (A) and the column (a) at the middle above the base plate (4). ) When necessary, it can also be fixed with the angle steel (7) and the base plate (4) to complete the combination of the first form of the present invention. Finally, please refer to the fourth figure, the action of using the first form of the present invention Figures (see Figures 1 and 2 for cooperation). In the first form of the present invention, when the magnitude of the upper seismic sequence is so large that the horizontal force exceeds the friction between the two pressure plates, the stomach (2) of the plate C in the table below will move in the direction of the acceleration of the earthquake, and the rolling ball (3 ) Scroll backwards on the upper and lower surfaces (21) of the lower bearing plate (2), and the function of the lower curve (21) is to convert a high-value acceleration, first to zero and then to a variable acceleration of zero. . Therefore, in the case where the work of the lower pressure plate (2) for the upper pressure and the ten directions is far less than half of the work of the lower pressure plate (2), the upper edge of the ball (3) is on the upper bearing. The curved surface (U) of the pressure plate (1) rolls to cause the building column (A) to work in the vertical direction.
200404941 五、發明說明(7) = 運動:,能讓地震的水平動能轉化為垂直位能,也 兄/位能增大時,上、下曲面(11 ) 、( 21 )與滾球 上3)的切線斜率增大時,荷重對球面所形成之反制復原 =增大。此復原力促使滾球(3)逆向迴轉,使承 ^體故和加震力或加速度同方向之位移,因此讓建築物柱 體()對原址座標所作的相對位移減少,也就是說,加 之於建築物柱體(A)在水平剪應力相對減小。因此,大 ,震承載物只做小幅度的水平和垂直方向的運動。而且建 築物柱體(A)的上升、下降都為漸進的而不是瞬時的, 故不會產生衝擊應力,因而達到建築物避免大震的功效, 所以最適合於應付強震。 首先請參閱第一、三圖所示,為本發明之另一種實施 型悲之立體組合與組合剖視圖。本發明之另/種實施包括 有上承壓板(9 )、下承壓板(2 )與變造球體(1 〇 )。 所述上承壓板(9 )頂部設有一上凹曲面(9 1 ),該 上凹曲面(91)在實用上係呈單一半徑的孤面構圖。 所述下承壓板(2)底部設有一下凹油面(21)。 接著同樣請參閱第~、三圖所示,本發明另一,型態 的組合實施,係將上、下承壓板(g ) 、( 2 )相互$合, 使其上、下曲面(9"、( 21 )對應,該變在球體(1 0 )200404941 V. Description of the invention (7) = Movement: The horizontal kinetic energy of the earthquake can be converted into vertical potential energy. When the brother / bit energy increases, the upper and lower surfaces (11), (21) and the rolling ball 3) When the slope of the tangent line increases, the counterforce recovery of the load on the sphere = increase. This restoring force promotes the reverse rotation of the ball (3), causing the bearing body to move in the same direction as the vibration force or acceleration, so that the relative displacement of the building column () to the original site coordinates is reduced, that is, in addition The horizontal shear stress of the building column (A) is relatively reduced. Therefore, large and seismic loads only perform small-scale horizontal and vertical movements. In addition, the rise and fall of the building pillar (A) are gradual rather than instantaneous, so no impact stress will be generated, and the effect of avoiding large earthquakes will be achieved. Therefore, it is most suitable for coping with strong earthquakes. First, please refer to the first and third figures, which are three-dimensional combinations and sectional views of another embodiment of the present invention. Another implementation of the present invention includes an upper pressure-receiving plate (9), a lower pressure-receiving plate (2), and a deformed ball (10). An upper concave curved surface (91) is provided on the top of the upper pressure-receiving plate (9), and the upward concave curved surface (91) is practically a solitary plane with a single radius. A lower concave oil surface (21) is provided at the bottom of the lower pressure bearing plate (2). Next, please refer to FIG. 3 and FIG. 3 again. In another embodiment of the present invention, the combination of the types is implemented by combining the upper and lower pressure plates (g) and (2) with each other to make the upper and lower curved surfaces (9 ", (21) corresponding to the change in the sphere (1 0)
第11頁 200404941 五、發明說明(8) 則略呈半圓形或類似橢圓體,其上緣貼於上曲面(9丨), 其接觸面係呈環形或圓形,並於接觸處塗覆潤滑油。變造 球體(1 〇 )下方則接觸於下曲面(2 1 )的中間處,之後讓 所述上、下承壓板(9 ) 、( 2 )位於基板(4 )與底板 (5 )間’並讓底板(5 )位於消能墊(6 )上,再分別將 角鋼(7)焊接於基板(4)與底板(5)的上、下方,而 與基板(4 )及底板(5 )結合。 所述基板(4 )兩邊更形成有洞孔(4丨),該基板 (4) 的洞孔(41)上方設置有一支撐板(42),一錨定 螺栓(43)係穿過支樓板(42)與位於其上的彈簧(μ) 打入地基(8 )中,讓錨定螺栓(4 3 )上的螺栓帽(4 3工) 壓住彈簧(44 )而完成基板(4 )與地基(8 )的固定。 接著以相同方式,將錨定螺栓(71)穿過角鋼(?) 與底板(5 )的洞孔,打入地基(8 )讓錨定螺栓' 的螺栓帽(72 )壓住角鋼(7 >,而完成角鋼'(^ (5) 與地基(8)的固定,再於基板(4)的上 ' 底板 没置建築物的柱體(A)或放置工廠機械,必要护 ^ 鋼(7)將柱體(A)或工薇機械與基板(4)固定,^ 成本發明之另一種實施型態的組合實施。 、元 最後請參閱第五圖所示 用動作圖(並配合參閱第一 本發明另一種實施型態之使 三圖)。本發明另一種實施Page 11 200404941 V. Description of the invention (8) It is slightly semi-circular or similar to an ellipsoid. Its upper edge is attached to the upper curved surface (9 丨). Its contact surface is circular or circular, and it is coated on the contact. lubricating oil. The bottom of the deformed sphere (10) is in contact with the middle of the lower curved surface (2 1), and then the upper and lower pressure plates (9) and (2) are located between the base plate (4) and the bottom plate (5) ' The bottom plate (5) is located on the energy dissipating pad (6), and the angle steel (7) is welded to the top and bottom of the base plate (4) and the bottom plate (5), and combined with the base plate (4) and the bottom plate (5). . Holes (4 丨) are formed on both sides of the base plate (4). A support plate (42) is provided above the hole (41) of the base plate (4), and an anchor bolt (43) is inserted through the supporting floor plate ( 42) Drive the foundation (8) with the spring (μ) located on it, and let the bolt cap (43) on the anchor bolt (4 3) press the spring (44) to complete the base plate (4) and the foundation (8) Fixed. Then, in the same way, pass the anchor bolt (71) through the hole of the angle steel (?) And the bottom plate (5), penetrate into the foundation (8), and press the bolt cap (72) of the anchor bolt 'against the angle steel (7 > And complete the fixing of the angle steel '(^ (5) and the foundation (8), and then on the base plate (4)', the floor is not placed with the column (A) of the building or the factory machinery, it is necessary to protect the steel (7 ) Fix the cylinder (A) or Gongwei Machinery with the base plate (4), and ^ cost the combination of another embodiment of the invention to implement. Finally, please refer to the fifth figure with the action diagram (also refer to the first Figure 3 of another embodiment of the present invention). Another embodiment of the present invention
200404941 五、發明說明(9) - 型態使用上,地震來臨時下承壓板(2 )會順著地震的加 速度方向移動,並由於變造球體(10)上方與上曲面 (9 1 )間並非點接觸,因此,整個力學系統就像是受到延 時、倒置且有可變性阻尼(Variable Damping )和外加復 凡力(Applied Restoring Force)的單擺運動,其擺動 ^速度為不均等。此種設施類型由於無摩擦層與摩擦環之 衣置’故可在小規模振動時即發揮消能作用,最適用於工 ^ 支擇及應付低能量釋放之地震。由於這類型的球 3二動而不能滾動,故摩擦力較大,因此在接觸面敷 、 θ 3 衣叹加油孔(92) (Lubrication port )有其 、另外,如第六圖所示,本發明用於避震的用途時, 並不壓板(1) 、(2)的上、下介面(11) 、(21) 戋工2拖絕對平面一種’為確保地震後承載物如:建築物 :、C,能回歸到更接近地震前的位置,此時,該 迫使复系势此 、(2 )的四個角落,各削成一定斜坡, 尤其適=能在地震後能趨向最低值,此種設計, 壓板f q、",車乂大,變造球體(1 〇 )為半圓形的上、下 ^板(9 ) 、( 2 )結構。 圖具以對;H用以解釋本發明之較佳實施例,並非企 之發明精;;戶=上之限制,是以,凡有在相同 ’關本發明之任何修飾或變更,皆仍應200404941 V. Description of the invention (9)-The type is used. When the earthquake comes, the lower pressure plate (2) will move in the direction of the acceleration of the earthquake, and because the top of the sphere (10) and the upper surface (9 1) are deformed. It is not a point contact. Therefore, the entire mechanical system is like a single pendulum motion subject to delay, inversion, and variable damping (Applied Restoring Force). Its swing ^ speed is unequal. This type of facility, due to the installation of the frictionless layer and friction ring, can play an energy dissipating role in small-scale vibrations, and is most suitable for industrial control and coping with earthquakes with low energy release. Because this type of ball 3 can't roll because of two moves, it has a large frictional force. Therefore, there is a θ 3 lubrication port (92) (Lubrication port) on the contact surface. In addition, as shown in the sixth figure, this When the invention is used for shock absorption, the upper and lower interfaces (11), (21) of the pressing plates (1), (2) are not pressed, and the masonry 2 is an absolute plane. 'To ensure the load after the earthquake, such as: buildings: , C can return to a position closer to before the earthquake. At this time, the four corners of the complex system, (2), should be cut into certain slopes, especially suitable = can reach the lowest value after the earthquake, this This kind of design, the pressure plate fq, ", the car is large, the ball (100) is changed into a semi-circular upper and lower plate (9), (2) structure. Figures are for illustration; H is used to explain the preferred embodiment of the present invention, and is not the essence of the company's invention; the limitation of household = is that any modification or change in the same ′ related to the present invention should still be
第13頁 200404941 五、發明說明(ίο) 包括在本發明意圖保護之範疇。實用上,滾球或變造球體 並不限定只一個。 綜上所述,本發明之構造確實能達到發明預期之功效 與目的;是以本案能符合專利法所規定之「實用性」與 「進步性」之要件;又,本發明所述之構造及其特徵,於 本案提出申請前未有相同之物品公開使用或見於刊物,本 案因而具發明之「新穎性」。申請人爰依專利法之規定, 向 鈞局提起發明專利申請,並懇請早曰核准本案專利, 實感德便。Page 13 200404941 V. Description of the Invention (ίο) It is included in the scope of the present invention. Practically, there is no limit to just one rolling ball or ball. In summary, the structure of the present invention can indeed achieve the expected effect and purpose of the invention; it is in accordance with the requirements of "practicability" and "progressiveness" stipulated by the Patent Law in this case; in addition, the structure and The characteristics of this case were not publicly used or found in publications before the application was filed in this case, so this case has the "newness" of the invention. The applicant has applied for an invention patent to the Bureau in accordance with the provisions of the Patent Law, and sincerely asks for approval of the patent in this case as soon as possible.
第14頁 200404941 圖式簡單說明 第一圖為本發明兩種型態之立體組合圖。 第二圖為本發明第一種型態之組合剖視圖。 第三圖為本發明另一種型態之組合剖視圖。 第四圖為本發明第一種型態之使用動作圖。 第五圖為本發明另一種型態之使用動作圖。 第六圖為本發明特殊形狀之上、下承壓板。Page 14 200404941 Brief description of the drawings The first picture is a three-dimensional combined view of the two forms of the present invention. The second figure is a combined sectional view of the first form of the present invention. The third figure is a combined sectional view of another aspect of the present invention. The fourth figure is an operation diagram of the first type of the present invention. The fifth diagram is an operation diagram of another type of the present invention. The sixth figure shows the special shaped upper and lower pressure plates of the present invention.
第15頁 【元 件符 號 簡 單說明】: 1 上 承 壓 板 11 上 曲 面 12 彈 簧 13 螺 栓 14 上 摩 擦 環 2 下 承 壓 板 21 下 曲 面 22 螺 栓 23 下 摩 擦 環 3 滾 球 4 基 板 41 洞 孔 42 支撐 板 43 錫 定 螺 栓 431 螺 栓 帽 44 彈 簧 5 底 板 6 消 能 墊 7 角 鋼 71 錯 定 螺 栓 72 螺 栓 帽 8 地 基 91 上 承 壓 板 91 上 曲 面 92 加 油 孔 10 變 造 球 體 A 柱 體Page 15 [Simple description of component symbols]: 1 Upper pressure plate 11 Upper curved surface 12 Spring 13 Bolt 14 Upper friction ring 2 Lower pressure plate 21 Lower curved surface 22 Bolt 23 Lower friction ring 3 Ball 4 Base plate 41 Hole 42 Support Plate 43 Tin set bolt 431 Bolt cap 44 Spring 5 Base plate 6 Energy dissipating pad 7 Angle steel 71 Miscellaneous bolt 72 Bolt cap 8 Foundation 91 Upper pressure plate 91 Upper curved surface 92 Refueling hole 10 Sphere A cylinder
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| TW92133906A TWI240033B (en) | 2003-12-02 | 2003-12-02 | A quake isolator |
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| TW92133906A TWI240033B (en) | 2003-12-02 | 2003-12-02 | A quake isolator |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI554668B (en) * | 2011-06-29 | 2016-10-21 | 工安科技公司 | Seismic isolation systems and method for isolating a payload from vibration |
| CN107574933A (en) * | 2017-09-29 | 2018-01-12 | 长安大学 | A kind of staircase structure Self-resetting rolling ball isolation bearing |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101153504B (en) * | 2006-09-30 | 2014-04-16 | 蔡崇兴 | Shock isolator with multiaspect different frequencies |
| CN102345325B (en) * | 2010-08-05 | 2014-02-19 | 上海建筑设计研究院有限公司 | Kun shaft rolling slip limit thrust spring support |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI554668B (en) * | 2011-06-29 | 2016-10-21 | 工安科技公司 | Seismic isolation systems and method for isolating a payload from vibration |
| CN107574933A (en) * | 2017-09-29 | 2018-01-12 | 长安大学 | A kind of staircase structure Self-resetting rolling ball isolation bearing |
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