1243879 九、發明說明： 【發明所屬之技術領域】 5 10 15 切明侧於-種隔震支撐單元，尤指—種可依照 琢的需要’輕易地現場組合成一隔震系統的隔震支樓單元。衣見 【先前技術】 近來，世界各地地震災害頻傳，往往造成極大的人 與：法彌補的財產損失。而現今工商業社會極度依賴龐大：： 几又換來進订各種m活動，不論是透過電綱路或&貝 通訊系統。此外，社會基本運作所需之基本水、電、瓦斯^ 通等民生基礎系統也極度依賴魏電腦網路或-般通 ^ :之資訊維持其運作、因此，除了地震後房屋、橋樑等=父 築的知害所造成人民生活的不便以外，電腦網路或―般通建 統的破壞往往更會讓整個社會無法運作，幾近癱瘓1此"= 界近年來魏重視各種㈣之隔震純的發展，不斷地業 量貪金及人力進行研究，以誠少地震對於維持社會運^所ΐ 的設備或設施的損害，如電腦網路伺服器、電信交換主機 屋或橋樑等，減低地震災害對於人民生活的影響。 房 目別市面上的隔震系統，大多是獨立於欲保護的設備之 夕卜丄並非整合於欲減的設備中，如前述電腦網路贿器或電 信父=機。0此’隔鮮躲往要在欲健的設備位處的場 所見时纟如電腦機房或電信機房。但這些場所（如電腦機房) 的工門u財限且往往已减滿了其他的制（伺服器），造 成現場駐的_度增加，駐㈣恤長。糾，由於目前 20 1243879 市面上的隔震系統體積較大，在現場施工安裝的時候往往會影 響到欲保護之設備的正常運作，例如需要將設備斷電以重新接 線。上述這些缺點都會造成客戶的顧慮，而使客戶對於安裝隔 震系統裹足不前。因&，如何將現有冑面上之隔震系統小型化 5並簡化其安裝的程序是目前產業界對於隔震系統研究的主要目 標。 習知的隔震系統的構成單元1 〇如圖1 a所示，係包括下支 铋部11、及上支撐部12及兩分別由上承載部14、下承載部15及 支承滾軸16構成之隔震單元13。其中，上承載部14的下端設有 ίο 一具有倒v型剖面的向下承載面141，並於向下承載面141的兩 邊緣設有兩凸緣142 ;下承載部15的上端設有一具有v型剖面 的向上承載面151，並於向上承載面151的兩邊緣設有兩凸緣 152。此外，上述之支承滾軸16同時與上承載部14之向下承載 面141及下承載部15之向上承載面151保持實質接觸。而如圖 15 lb所不，習知的隔震系統17係事先在工廠依照所欲保護之設備 (電腦網路伺服器或電信交換主機）的底面積大小，利用焊接的 方法，將複數條連桿結構18與兩個如圖ia所示之構成單元1〇結 合成一隔震系統17。接著，再將體積龐大之隔震系統17搬運至 施工現場’安裝於欲保護之設備（電腦網路伺服器或電信交換主 20 機）的下方。 當習知隔震系統17及其保護之設備遇到地震所引起的震動 日守，欲保護的設備（電腦網路伺服器或電信交換主機）及隔震系 統17的兩構成單元1〇便會因為慣性的緣故而來回地搖動。此 時’構成單元1〇的支承滾軸16便在向下承載面141及向上承載 1243879 面15 1之間來回滾動，逐漸減缓欲保護的設備（電腦網路飼服哭 或電信交換主機）的之來回搖動。可是，如前所述，由於構成單1243879 IX. Description of the invention: [Technical field to which the invention belongs] 5 10 15 It is clear that it is a kind of isolation support unit, especially an isolation support unit that can be easily assembled on site into an isolation system according to the need. . Yi Jian [Previous Technology] Recently, earthquake disasters have spread frequently around the world, often causing great loss of people and property. Nowadays, the industrial and commercial society is extremely dependent on a huge amount of money: In order to order various m activities, whether through the electric road or the & shell communication system. In addition, the basic water, electricity, gas and other basic people's livelihood basic systems required for the basic operation of society also rely heavily on Wei computer network or general information to maintain its operation. Therefore, except for houses, bridges, etc. after the earthquake In addition to the inconvenience of people ’s lives caused by the perils of construction, the destruction of computer networks or general communication systems often makes the entire society inoperable, which is almost paralyzed.1 In recent years, Wei has attached great importance to various earthquake isolations. Pure development, continuous research on greedy money and manpower to reduce the earthquake damage to the equipment or facilities that sustain social operations, such as computer network servers, telecommunications exchange main houses or bridges, and reduce the earthquake The impact of disasters on people's lives. Most of the vibration isolation systems on the market are independent of the equipment to be protected, and are not integrated into the equipment to be reduced, such as the aforementioned computer network bribery or telecommunications father = machine. 0This’stay away from the place where you want to be healthy equipment, such as computer room or telecommunications room. However, the financial limits of these places (such as computer rooms) have often been reduced to other systems (servers), resulting in an increase in the number of on-site residences and long-term residences. Correction. Due to the large size of the current isolation system on the market, the construction of the isolation system often affects the normal operation of the equipment to be protected, for example, the equipment needs to be powered off to reconnect it. These shortcomings will cause customer concerns and make customers hesitate to install vibration isolation systems. Because of this, how to miniaturize the existing isolation system on the concrete surface 5 and simplify the installation process are the main goals of the industry for the research on isolation systems. The constituent unit 1 of the conventional seismic isolation system, as shown in FIG. 1 a, includes a lower bismuth part 11, an upper support part 12, and two upper load parts 14, a lower load part 15, and a support roller 16, respectively. The vibration isolation unit 13. Wherein, a lower bearing surface 141 having an inverted v-shaped cross section is provided at the lower end of the upper bearing portion 14, and two flanges 142 are provided at both edges of the downward bearing surface 141; The upward bearing surface 151 of the v-shaped cross section is provided with two flanges 152 on two edges of the upward bearing surface 151. In addition, the above-mentioned support roller 16 is in substantial contact with the downward bearing surface 141 of the upper bearing portion 14 and the upward bearing surface 151 of the lower bearing portion 15 at the same time. However, as shown in Figure 15 lb, the conventional vibration isolation system 17 is based on the size of the bottom area of the equipment (computer network server or telecommunications switching host) to be protected in the factory in advance. The rod structure 18 is combined with two constituent units 10 as shown in FIG. Then, the bulky isolation system 17 is transported to the construction site 'and installed under the equipment to be protected (computer network server or telecommunication switching host 20). When it is known that the seismic isolation system 17 and its protection equipment encounter the vibration caused by the earthquake, the equipment to be protected (computer network server or telecommunications switching host) and the two constituent units 10 of the seismic isolation system 17 will Shake back and forth because of inertia. At this time, the supporting roller 16 constituting the unit 10 rolls back and forth between the downward bearing surface 141 and the upward bearing 1243879 surface 15 1 to gradually slow down the equipment to be protected (computer network feeding or telecommunications switching host). Shake it back and forth. However, as mentioned earlier,
元10的向下承載面141及向上承載面151分別具有不平滑之倒V 型及v型曲線的剖面，所以當支承滾軸16在向下承載面i4i及 5向上承載面151間來回滾動時，支承滾軸16便會不停地碰撞到 具有不平滑之倒V型曲線剖面的向下承載面141或具有不平滑之 v型曲線剖面的向上承載面151，導致支承滾軸16在向下承載 面141及向上承載面151之間的滾動不流暢。如此除了會發出極 大的碰揸聲響以外，也會增加所欲保護之設備傾倒翻覆的機 10 會。 此外，由於習知隔震系統17的構成單元10僅倚靠分別設 於向下承載面141邊緣的凸緣142及向上承載面151邊緣的凸緣 152來規範其支承滾軸16來回滾動的範圍。所以，當支承滾轴 16迅速地來回滾動時（如遇到強烈地震時），習知隔震系統17之 15支承滚轴16有可能會脫離原有規範的範圍滾動而脫軌，最後斜 置於凸緣U2及凸緣152之間。此時，位於隔震系統^上方之欲 保護之設備傾便會傾倒翻覆而無法正常運作。 除此之外，如上所述，由於習知的隔震系統17係事先在工 廠由兩個構成單元1〇及複數條連桿結構18焊接而成。因此，組 20合後之習知隔震系統17不僅體積魔大，也具有一定重量。導致 習知的震系統17不僅搬運困難，其安裝程序也較複雜，因而 拉長所需之安裝時間。此外，由於習知的隔震系統17之周緣均 已焊接成-體’所以在現場施工時，欲保護之設備所有與外界 連接之線路（如電源線及電腦網路線）由於配線的緣故，均須先 1243879 行拔除’才能進行後續的安裝料。#到習知的隔織統口安 裝完成後，才能將線路重新接回，重新開機。所以，安裝習知 的隔震系統17减會造成欲賴找備歸持續提供服務（如 電腦網路服務），造成客戶雜眾的不便。 因此’產業界亟需-種可以依照施工現場的需要，並在維 持所欲保護之設備運作的情況下，輕㈣現場組合的—隔震系 【發明内容】 本，月之主要目的係在提供-種隔震支撐單元，俾能依照 二現㈣需要，並在維持欲保護設備運作的情況下，輕易地 兄％組合之一隔震系統。 15 欲保護之蝴__，=、—種^支撐單元，俾能減低 為達成上述目的，未/增加隔展糸統的隔震能力。 下支撐部、一上支撐部及複數個位 的隔震單元。這些隔震單元係分別 ;下支樓部及上支樓部之間 由〜具有一向上承載面夕> 承栽部及-位於兩者之^承載部、―具有―向下承載面之上 垂直凸設於此支承滾轴^支承滾軸構成。其中’至少一環片 及向上承載面保持實質:則表面’且此側表面係與向下承載面 為達成上述目的， 輿〜承載物間，係包括 於下支撐部及上支撐部 本發明之隔震支撐單元係設置於一基面 •〜下支撐部、一上支撐部及複數個位 之間的隔震單元。這些隔震單元係設置 20 1243879 於下支撐部及上支撑部之間並分 承載部、-具有-向下承載面之上承载;有一=面之下 有上支撐面與下支撐面 ° 於，、上下兩端具 , ^ ? w ;下承載部與上承載部之間的中n ΐ二部與中間板之間的第-支承滾心 錄上承載部Γ間板之_第二支承料。#中，至少—第 片垂直凸3又於此第一支承滾軸之 表:係與:㈣部之向上承載面及中間板之下支撐面二; 接觸，至=一弟二環片垂直凸設於此第二支承滾軸之第二側表 ίο 面，且此弟二側表面係與上承載部之向下承載面及中間板之二 支撐面保持實質接觸。 因此，本發明之隔震支撐單元可減低由地面傳遞至— 15 護之設備（如電腦網路舰H)的震動，並減低其傾倒毁壞的機 率。此外，本發明之隔震支撐單元不僅結構簡單，並且採用佔 據空間有限的模組化設計’所以本發明之隔震支撐單元可 維持欲保護之設備正常運作的情況下，輕易地於空間有限的施 工現場依照需要現場組合複數個本發明之隔震支Ρ單—成為 隔震系統。另外，由於本發明之每一隔震支撑單載 面、向下承載面及支承滾轴均經過特殊的設計，因此組人 震系統可減低欲保護之設備傾倒的機率，並增加整體隔&系t 20 的隔震能力。 μ''' 本發明之向上承載面沿支承滾軸滾動方向的縱剖面曲線無 限’較佳為-直線’次佳為-開口朝上之平滑曲線，最佳為二 近似U型之曲線。本發明之向下承載面沿支承滾轴滾動方向的 、縱剖面曲線無限’較佳為-直線’次佳為一開口朝下之平滑曲 I243879 線’最佳為-近似倒u型之曲绩 輪滚動方向的縱剖面曲線上本:明之下支撐面沿支承: 線，最佳為-近似倒u型之㈣7為-開口朝下之平滑曲 車由滾動方向的縱剖面曲線^ °本發明之上支撐面沿支承滚 線，最佳為-近似U型之曲、線★父佳為一開口朝上之平滑曲 載面表面、下支撐面表面及上支$發明之向上承載面、向下承 限制，較佳為中㈣八k 面表面的摩擦係數分怖沒有 ίο 15 係數低，更:為直矣刀:的摩擦係數較邊緣部分表面的摩擦 比例關俏i:、：、面擦係數係由中心部分向周圍部分呈等 加。本發明之隔震隔震支樓單元排列方式沒有限 將㈣震切單认合複數條連桿結構組合成一隔 早70 U明之魏個連桿結構結合於本發明之隔震支 芽早7C的方式減，較料焊_定方式，最佳為獅鎖固方 式。本發明之支承滾軸環片凸設的位置無限，較佳為凸設於支 承滾軸的兩端。本發明之支承滾轴的環片的數目無限，較隹為 -個環片，最佳為，個環片。本發明之支承滾軸的内部組成始 構無限，权佳由只心圓軸構成，最佳由一包覆複數個實心圓 球體之圓軸狀外殼構成。本發明之隔震隔震支撐單元減缓垂直 方向上震動的方式無限，較佳為置放一軟墊於上支撐部與承載 物之間，最佳為利用一連接於上支撐部及下支撐部的阻尼元件 吸收垂直方向上的震動。本發明之阻尼元件放置方式無限，較 佳為傾斜放置於上支撐部及下支撐部之間。本發明之阻尼元件 種類無限，較佳為彈簧，次佳為空氣式阻尼器，最佳為流體式 阻尼器。 F 32.. 20 1243879 【實施方式】 為了使貴審查委員更瞭解本案之内容，申請人特別提出 本發明之較佳實施例如下： 如圖2a及2b所示，本發明之較佳實施例的隔震支撐單元 20係由下支撐部21、上支撐部22及兩隔震單元23構成，而此兩 10 15 20 隔震單元23分別由具有向上承載面24之下承載部25、具有向下 承載面26之上承載部27及位於下承載部25及上承載部27之間的 支承滾軸28構成。此支承滾軸28並具有一側表面281，且此側 表面281與向下承載面26及向上承載面24保持實質接觸；此側 表面281的兩端分別凸設兩環片282，用以規範支承滾軸28來回 滾動的範圍。此外，由於向下承載面26及向上承載面24沿支承 /袞轴28滾動方向的縱剖面分別為近似倒u型及㈣之曲線，且 支承滾軸28之側表面281的兩端凸設有兩環片加，糾本發明 之^震支撐單元2G在遇到震動時，其支撑滾軸28並不會如習知 之支擇滾軸不順暢地來回滾動並不時發出巨大的撞擊聲，甚至 2原有的滾動範圍而斜置於„旁，而是很平祕順著地震的 2在由兩環片282所規範的範圍來回地滾動，並逐漸地減少 ^的範圍’終至停止。因此，本發明之隔震切單元20可以 達到避免欲保言蔓之設備傾倒損壞的目的。The downward bearing surface 141 and the upward bearing surface 151 of the element 10 have unsmooth inverted V-shaped and v-shaped cross sections, so when the support roller 16 rolls back and forth between the downward bearing surface i4i and the upward bearing surface 151 , The supporting roller 16 will constantly collide with the downward bearing surface 141 with an uneven inverted V-shaped curved section or the upward bearing surface 151 with an uneven v-shaped curved section, causing the supporting roller 16 to be downward. The rolling between the bearing surface 141 and the upward bearing surface 151 is not smooth. In addition to making a loud bump, it will also increase the chance of the equipment to be overturned. In addition, since the constituent unit 10 of the conventional seismic isolation system 17 only relies on the flange 142 provided on the edge of the downward bearing surface 141 and the flange 152 on the edge of the upward bearing surface 151 to regulate the range in which the support roller 16 rolls back and forth. Therefore, when the support roller 16 rolls back and forth quickly (such as when encountering a strong earthquake), the conventional isolation system 17-15 may support the roller 16 to roll away from the range of the original specification and derail, and finally placed diagonally Between flange U2 and flange 152. At this time, the equipment to be protected above the vibration isolation system ^ will tip over and fail to operate normally. In addition, as described above, the conventional seismic isolation system 17 is welded in advance at the factory by two constituent units 10 and a plurality of link structures 18. Therefore, the conventional seismic isolation system 17 after the group 20 is not only bulky, but also has a certain weight. As a result, the conventional seismic system 17 is not only difficult to handle, but also has complicated installation procedures, thereby lengthening the required installation time. In addition, since the periphery of the conventional vibration isolation system 17 has been welded into a body, all the lines of the equipment to be protected (such as power lines and computer network lines) due to wiring during construction on site are uniform. It must be unplugged before 1243879 'for subsequent installation. # After the installation is completed at the conventional gutter system, you can reconnect the line and restart. Therefore, the installation of the conventional seismic isolation system 17 reduces the need to find a ready and continuous service (such as computer network services), which causes inconvenience to customers. Therefore, the 'industrial industry urgently needs a kind of vibration isolation system that can be combined with the site's needs while maintaining the operation of the equipment to be protected in accordance with the needs of the construction site. [Summary of the Invention] The main purpose of this month is to provide -A kind of vibration isolation support unit, which can meet the needs of the two existing systems and maintain the operation of the equipment to be protected, and easily isolate one of the vibration isolation systems. 15 The butterfly unit to be protected, __, =, ^ support units, can not be reduced. In order to achieve the above purpose, the isolation capability of the isolation system is not increased. A lower support part, an upper support part and a plurality of isolation units. These seismic isolation units are respectively; there is an upward bearing surface between the lower branch and the upper branch, and the bearing section and the bearing section are located on both sides of the bearing section and have a downward bearing surface. The support roller is vertically projected from the support roller. Among them, 'at least one ring piece and the upward bearing surface remain substantial: the surface', and this side surface is connected to the downward bearing surface to achieve the above purpose. The space between the objects and the load includes the lower support portion and the upper support portion of the present invention. The seismic support unit is an isolation unit provided between a base surface, a lower support portion, an upper support portion, and a plurality of positions. These seismic isolation units are arranged between 20 1243879 between the lower support portion and the upper support portion, and are divided into load bearing portions,-with-downward bearing surface to bear; there is an upper support surface and a lower support surface below the surface, The upper and lower ends are provided with, ^? W; the first support roller center between the middle n 部 two parts between the lower load bearing part and the upper load bearing part and the middle plate records the second support material of the upper load bearing part Γ. # 中 ， At least—The first piece of vertical convexity 3 is also the table of the first support roller: it is connected to: the upward bearing surface of the crotch and the support surface below the middle plate; contact, to = one brother two ring pieces of vertical convexity It is provided on the second side surface of the second supporting roller, and the two side surfaces of the second supporting roller are in substantial contact with the downward bearing surface of the upper bearing portion and the two supporting surfaces of the middle plate. Therefore, the vibration-isolating support unit of the present invention can reduce the vibration transmitted from the ground to the equipment (such as the computer network ship H) and reduce the probability of its collapse and destruction. In addition, the vibration-isolating support unit of the present invention is not only simple in structure, but also adopts a modular design that occupies limited space. Therefore, the vibration-isolation support unit of the present invention can easily maintain the normal operation of the equipment to be protected in the case of limited space. The construction site combines a plurality of the vibration isolation support sheets of the present invention according to the needs on the site-to become an isolation system. In addition, since each of the isolation support single load surface, downward load surface, and support rollers of the present invention are specially designed, the human vibration system can reduce the probability of the equipment to be protected from tipping, and increase the overall isolation & It is the isolation capacity of t 20. μ '' 'The vertical section curve of the upward bearing surface in the rolling direction of the support roller of the present invention is unlimited, preferably-a straight line, second-best, a smooth curve with an upward opening, and most preferably a curve of approximately U shape. The vertical section curve of the downward bearing surface of the present invention along the rolling direction of the support roller is infinitely 'preferably-a straight line' second best is a smooth curve with an opening facing downward I243879 line 'best is-approximately inverted u-shaped curve The vertical section curve of the rolling direction of the upper surface: under the support surface along the support: line, the best is-approximately inverted u-shaped ㈣ 7 is-a smooth curved car with an opening facing down from the vertical section curve of the rolling direction ^ ° This invention The upper support surface is along the support rolling line, the best is-approximately U-shaped curve, line. ★ Fujia is a smooth curved load surface with an opening facing upward, the lower support surface and the upward bearing surface of the upper support. The lower limit is preferred. The coefficient of friction of the k-plane surface of the middle eight is not lower than 15. The coefficient is low, and more: is a straight knife. The coefficient of friction is higher than the friction ratio of the surface of the edge part. The coefficient is added from the central part to the surrounding parts. The arrangement of the seismic isolation support units of the present invention is not limited to the combination of a plurality of connecting rod structures that are combined with a single earthquake and a single connecting rod structure of 70 U. The method is less than the welding method. The best method is the lion lock method. The protruding position of the supporting roller ring sheet of the present invention is infinite, and preferably is provided on both ends of the supporting roller. The number of ring pieces of the support roller of the present invention is unlimited. The number of ring pieces is more than one ring piece, and most preferably, one ring piece. The internal composition of the support roller of the present invention is infinite, and Quan Jia is composed of only a circular shaft, and most preferably a circular shaft-shaped shell covering a plurality of solid spheres. The method for mitigating vibration in the vertical direction of the seismic isolation and isolation support unit of the present invention is infinite. It is preferable to place a cushion between the upper support portion and the load, and it is best to use a connection between the upper support portion and the lower support. The damping element on the part absorbs vibration in the vertical direction. The damping element of the present invention can be placed in an infinite manner, and is preferably placed inclined between the upper support portion and the lower support portion. The types of damping elements of the present invention are unlimited, preferably springs, second best are air dampers, and most preferably fluid dampers. F 32 .. 20 1243879 [Embodiment] In order to make your reviewing committee better understand the content of this case, the applicant specifically proposes a preferred embodiment of the present invention as follows: As shown in Figures 2a and 2b, the preferred embodiment of the present invention The vibration isolation support unit 20 is composed of a lower support portion 21, an upper support portion 22, and two vibration isolation units 23, and the two 10 15 20 vibration isolation units 23 are respectively provided with an upper load surface 24, a lower load portion 25, and a downward load The bearing surface 26 is composed of an upper bearing portion 27 and a support roller 28 located between the lower bearing portion 25 and the upper bearing portion 27. The support roller 28 has a side surface 281, and the side surface 281 keeps substantial contact with the downward bearing surface 26 and the upward bearing surface 24. Two ends of the side surface 281 are respectively provided with two ring pieces 282 for regulating. The range in which the support roller 28 rolls back and forth. In addition, since the longitudinal sections of the downward bearing surface 26 and the upward bearing surface 24 along the rolling direction of the bearing / 衮 axis 28 are approximately inverted u-shaped and ㈣-shaped curves, respectively, and both ends of the side surface 281 of the bearing roller 28 are convexly provided When two rings are added, when the shock support unit 2G of the present invention encounters vibrations, its support roller 28 does not roll back and forth smoothly as it is the conventional support roller, and it also makes a huge impact sound, even 2 The original rolling range is placed obliquely next to „, but it is very peaceful to follow the earthquake 2 Roll back and forth in the range regulated by the two ring pieces 282, and gradually reduce the range of ^ to the end. Therefore The vibration-isolation cutting unit 20 of the present invention can achieve the purpose of avoiding the damage of the equipment to be guaranteed.
接者，請參閱圖3a、 ^ 0及化，其中圖3a係本發明之另一 車又乜貫施例之隔震支撐單元的 w立體分解圖，圖3b係圖3a之隔震 支擇單元之立體組合圖 A’連線的剖面圖。 而圖3c係圖3b之隔震支撐單元沿著 π 1243879 如圖3a所示，本發明之之較佳實施例的隔震支 係由下支撐部31、上支樓部32及兩隔震單元^構成 震單元33係分別由具有向上承載面341之下承載部^^ 下承載面351之上承載部35、位於下承載部34及上承栽部^之 5間的中間板36、位於下承載部34及中間板36之間的的第一支承 滾軸37以及位於上承載部35及中間板36之間的的第二支承滾軸 38。其中，此中間板36具有上支撐面361及下支撐面362 ;第 一支承滾軸37具有與向上承載面34丨及下支撐面362實質接觸之 侧表面371，其兩端並凸設有兩環片372 ;第二支承滾軸38具有 10與向下承載面351與上支撐面361實質接觸之側表面381，其兩 端並凸設有兩環片382。 如圖3a及3c所示’由於向上承載面341及下支揮面362沿 第一支承滾軸37滾動方向的縱剖面分別為近似u型及倒u型之 平滑曲線’以及凸設於第一支承滾軸37之側表面371兩端的兩 15環片372，所以遇到地震引起的震動時，其第一支撐滾軸37會 平滑地順著地震引起的的震動來回滾動。同理，由於向下承載 面351及上支撐面361沿第二支承滾軸38滾動方向的縱剖面分別 為近似倒U型及U型之平滑曲線，以及凸設於第二支承滾軸38 之側表面381兩端的兩環片382，第二支撐滚軸37亦會在規範的 20範圍中’順著地震引起的震動平滑地來回滚動。因此，當本發 明之隔震支撐單元30遇到地震引起的震動時，其第一支撐滾軸 37及弟二支撐滚軸38並不會如習知的隔震系統之支撐滚軸不順 暢地在上承載部及下承載部之間來回滾動，並不時撞擊向下承 載面及向下承載面而發出巨大的撞擊聲，甚至脫離原有規範的 12 I243879 範圍而斜置於—旁，而是平滑地順著地震的震動在由其各自广 片372及382所規範的範圍來回滾動，並逐漸地減少來回滾動: 範圍’終至停止。所以，本發明之另—隔震支擇單元3〇亦可以 達到避免欲保護之設備傾倒損壞的目的。 5 10 15 *，a、4bM係本發明隔震切單元之支承滾轴的各種 變化結構示意圖。如圖4a所示，支承滾軸41凸設有兩環片 411 ’其位置分別位於距支承滾軸41兩端一段距離的位置，而 並非位於支承滾軸端的情況。另外，如圖4b所示，支承滾軸42 僅具有一位於支承滾軸42中心的環片421。因此，本發/明支撐 φ 滾軸凸設之環片的數量及位置均無限制，僅需可達到其規範支 撐滾軸來回滾動之範圍的功能即可。此外，如圖4c所示，^撐 滾轴43亦可由一内含複數個實心球體433之軸狀殼體432構成， 其兩端並凸設有兩環片431。所以，本發明支撐滾軸的材質並 僅限於實心之材質，亦可為上述包含複數個實心球體之軸狀殼 體，以節省生產所需之材料及成本。 圖5係本發明又一較佳實施例之應用減速裝置減低支承滾 軸滾動程度及欲保護設備承受之搖晃程度的剖面圖。本較佳實 鲁 施例之隔震支撐單元50係由下支撐部51、上支撐部52及隔震單 凡構成，而此隔震單兀係分別由具有向上承載面541之下承載 20部54、具有向下承載面551之上承載部55、位於下承載部“及 上承載部55之間的中間板56、位於下承載部54及中間板56之間 的第一支承滾軸57及位於上承載部55及中間板56之間的第二支 承滾軸58。其中，此中間板56具有上支撐面561及下支撐面 562 ;第一支承滾軸57之侧表面（圖中未示）與向上承載面541及 13 1243879 下支撐面562實質接觸，其雨端並凸設有兩環片571及兩緩衝部 572 ;第二支承滾軸5 8之側表面（圖中未示）與向下承載面351與 上支撐面361實質接觸，其兩端並凸設有兩環片581及兩緩衝部 582。此第一支承滾轴57之缓衝部572及第二支承滾軸58之緩 衝部582分別藉由與下支撐部51、中間板56及上支撐部52的側 面互相摩擦，逐漸減低第一支承滾軸57及第二支承滾軸58來回 滾動的速度，縮短欲保護之設備搖動的時間及程度。在本較佳 貫施例中，緩衝部572及582的材質為具有適當之表面摩擦係數 的煞車皮。For details, please refer to FIG. 3a and FIG. 3a, where FIG. 3a is an exploded perspective view of an isolation support unit of another embodiment of the present invention and FIG. 3b is an isolation support unit of FIG. 3a Cross-sectional view of the three-dimensional combination diagram A '. 3c is the vibration isolation support unit of FIG. 3b along π 1243879. As shown in FIG. 3a, the vibration isolation support system of the preferred embodiment of the present invention includes a lower support portion 31, an upper support portion 32, and two isolation units. ^ The seismic unit 33 is constituted by a bearing portion with an upward bearing surface 341 and a lower bearing portion ^^ an upper bearing portion 35 with a lower bearing surface 351, an intermediate plate 36 located between the lower bearing portion 34 and the upper bearing portion ^, and A first support roller 37 between the bearing portion 34 and the intermediate plate 36 and a second support roller 38 between the upper bearing portion 35 and the intermediate plate 36. Wherein, the intermediate plate 36 has an upper support surface 361 and a lower support surface 362; the first support roller 37 has a side surface 371 substantially contacting the upward bearing surface 34 丨 and the lower support surface 362, and two ends of the first support roller 37 are convexly provided with two Ring pieces 372; the second support roller 38 has 10 side surfaces 381 that are substantially in contact with the downward bearing surface 351 and the upper support surface 361, and two ring pieces 382 are convexly formed at both ends thereof. As shown in FIGS. 3a and 3c, 'the longitudinal sections of the upward bearing surface 341 and the lower support wave surface 362 along the rolling direction of the first support roller 37 are smooth curves of approximately u-shape and inverted u-shape, respectively' The two 15 ring pieces 372 at both ends of the side surface 371 of the support roller 37, so when encountering an earthquake-induced vibration, its first support roller 37 will smoothly roll back and forth along the vibration caused by the earthquake. Similarly, since the longitudinal sections of the downward bearing surface 351 and the upper support surface 361 along the rolling direction of the second support roller 38 are approximately inverted U-shaped and U-shaped smooth curves, respectively, and are convexly provided on the second support roller 38 The two ring pieces 382 at both ends of the side surface 381, and the second support roller 37 will also roll back and forth smoothly along the vibration caused by the earthquake within the standard 20 range. Therefore, when the seismic isolation support unit 30 of the present invention encounters an earthquake-induced vibration, its first support roller 37 and its second support roller 38 will not be as smooth as the support rollers of the conventional vibration isolation system. Roll back and forth between the upper and lower load-bearing parts, and from time to time hit the lower load-bearing surface and the downward load-bearing surface and make a huge impact sound, even out of the original specification of 12 I243879 range and placed side by side, and It smoothly rolls back and forth along the range of the earthquake specified by their respective wide films 372 and 382, and gradually reduces the roll back and forth: the range 'ends to stop. Therefore, another aspect of the present invention, the seismic isolation support unit 30, can also achieve the purpose of preventing the equipment to be protected from being overturned and damaged. 5 10 15 *, a, 4bM are schematic diagrams of various changes in the structure of the support roller of the vibration-isolating cutting unit of the present invention. As shown in FIG. 4a, the support roller 41 is provided with two ring pieces 411 ', which are located at a distance from the two ends of the support roller 41, and not at the end of the support roller. In addition, as shown in FIG. 4b, the support roller 42 has only one ring piece 421 located at the center of the support roller 42. Therefore, there are no restrictions on the number and position of the rings that the φ rollers protrude from the bearing of this invention, as long as it can achieve the function of its standard support rollers to roll back and forth. In addition, as shown in FIG. 4c, the support roller 43 may also be composed of a shaft-shaped housing 432 containing a plurality of solid spheres 433, and two ring pieces 431 are protruded at both ends thereof. Therefore, the material of the support roller of the present invention is not limited to the solid material, and may also be the above-mentioned shaft-shaped shell including a plurality of solid spheres, so as to save the materials and costs required for production. Fig. 5 is a cross-sectional view of reducing the rolling degree of the supporting roller and the shaking degree of the equipment to be protected by applying a speed reducing device according to another preferred embodiment of the present invention. The isolated support unit 50 of this preferred embodiment is composed of a lower support portion 51, an upper support portion 52, and an isolated unit, and the isolated units are each supported by 20 units with upward bearing surfaces 541. 54. An upper bearing portion 55 having a downward bearing surface 551, an intermediate plate 56 between the lower bearing portion and the upper bearing portion 55, a first support roller 57 between the lower bearing portion 54 and the intermediate plate 56, and A second support roller 58 located between the upper bearing portion 55 and the intermediate plate 56. The intermediate plate 56 has an upper support surface 561 and a lower support surface 562, and a side surface of the first support roller 57 (not shown) ) Is substantially in contact with the upward bearing surface 541 and 13 1243879 lower support surface 562, and its rain end is convexly provided with two ring pieces 571 and two buffer portions 572; the side surface of the second support roller 58 (not shown in the figure) and The downward bearing surface 351 is substantially in contact with the upper support surface 361, and two ends of the lower support surface 351 are convexly provided with two ring pieces 581 and two buffer portions 582. The buffer portion 572 of the first support roller 57 and the second support roller 58 The cushioning portion 582 rubs against the side surfaces of the lower support portion 51, the intermediate plate 56, and the upper support portion 52, respectively, to gradually reduce the first The speed at which the support roller 57 and the second support roller 58 roll back and forth shortens the time and degree of shaking of the device to be protected. In the preferred embodiment, the material of the buffer portions 572 and 582 is an appropriate surface friction coefficient. Brake pads.
10 15 20 圖6係本發明之隔震支撐單元應用於電腦網路伺服器之R 晨系統60的示意圖。在施工現場（電腦機房）安裝本發明之隔^ 系統60時，首先利用一起重裝置（圖中未示）將欲保護之設備（1 腦網路伺服器61)提高至一適當高度。隨後，分別將本發明d 隔震支撐單元621及622依序移至電腦網路伺服器下方的適當^ =，並將連桿結構631、632、633、641、642及⑷經由^ 、=的方式©定於前述之隔震支撐單元621及622，使前述之p 搞震支撐單元621及622結合成—崎錢6Ό。最後，再 ，電腦網路伺服驗降下至安裝完成之隔震系驗上， :安裝程序。因此，由於本發明之隔震1_安裝程序^先: 7隔震支撐單元621及622移至被抬高之電腦網路㈣m 筆置在再利用複數個連桿結構結合而完成隔 ^所以’在隔震系統安裝的過程中，電腦網路伺服^ : =、線（圖中未示）及其他網路線路（圖中未示）並不需要從原有^ 拔除，使传電腦網路伺服器能可持續的運作，提供網路月10 15 20 FIG. 6 is a schematic diagram of an R-morning system 60 applied to a computer network server according to the present invention. When the isolation system 60 of the present invention is installed at a construction site (computer room), the equipment to be protected (1 brain network server 61) is first raised to an appropriate height by using a heavy device (not shown). Subsequently, the d-isolation support units 621 and 622 of the present invention are sequentially moved to the appropriate ^ = under the computer network server, and the connecting rod structures 631, 632, 633, 641, 642, and ⑷ are passed through ^, = The method © is determined by the aforementioned vibration-isolating support units 621 and 622, so that the aforementioned p-vibration support units 621 and 622 are combined into-Qiqi 6Ό. Finally, the computer network servo test is lowered to the installation of the seismic isolation system, which is the installation procedure. Therefore, since the vibration isolation 1_installation procedure of the present invention ^ First: 7 The vibration isolation support units 621 and 622 are moved to the elevated computer network. The pen is placed in a combination of multiple link structures to complete the isolation. During the installation of the isolation system, the computer network server ^: =, line (not shown) and other network lines (not shown) do not need to be disconnected from the original ^, so that the computer network server Device can operate continuously and provide Internet month
14 1243879 務。除此之外，也由於 需要極大的搬運車輛及a二原因，在安裝隔震系統60時，不 度降低，進而縮短安/裝的㈣’使得隔震祕安裝的困難 間’使得客戶對於序對電腦網路伺服器造成影響的時 5 10 15 20 、隔展糸統的咅廟接古 圖7係本發明< L “。 統的示意11。如圖所示、Ζ早7^應用於房屋之隔震（财震）系 將由本發明之隔震0„„在^房屋地基73的施工程序以後’ 要設置於預定設置屢二兀組合而成的隔震系統72依照實際需 統72並非僅限定由兩： = 置上。需注意的是，此隔震系 的需要，僅由-隔震支;合而成，可依照施工現場 處。接下來，在h 成，如靠近地基邊緣的樑柱 等主體結構，以及整: 而來之地震的震動時，房屋 ㈤遇到由地基73傳遞 個隔震系統72來回地摇動娜其樑柱下方的各 動的動能消耗掉㈣震錢72逐漸將地震震 毁壞。所以，本“ 回復到原有的位置而不致傾倒 的人員震支撐單元可以保護房屋及位於其中 貝光π地展所帶來的傷害及損失。 圖8係本發明之隔震支撐單元應 意圖’其中横跨河流85之橋樑主體；；於隔震系統的示 支撐結躺，而此橋樑支撐結肋藉由複=2別具有一橋樑 撐單元83構成之隔震系統架明之隔震支 震系統並包括複數個油厂堅阻尼器 平的搖動位移範圖乂限制隔震糸統垂直與水 到由地基86傳二 震系統的搖動時間。當遇 傳遞而來之地震的震動時，橋樑主體Μ便會隨著支 15 1243879 撐橋樑支撐結構82之隔震系統來回地搖動，並逐漸地回復到原 有的位置，而不致傾倒斷裂於河流中，造成交通中斷的情況。 需注意的是’由本發明之隔震支撐單元83構成之隔震系統不僅 可架設於位於河流兩端的地基，亦可以架設於位於河流中的橋 5墩上’提供橋樑其隔絕地震震動的功能。 圖9係由本發明之隔震支撐單元構成之隔震系統92應用於 一虛擬實境模擬系統90之一較佳實施例，其中人員91坐於位於 隔震系統92上的座位93上，並朝向顯示裝置96。依照事先設定 之程式，電腦裝置94 一方面控制顯示裝置96(如平面顯示器）所 10顯示的影像，另一方面，配合顯示裝置96所顯示之影像，經由 驅動裝置95及傳動裝置951控制隔震系統92的垂直及水平運 動。經由此項安排，使得坐在位於隔震系統92上之座位93的人 員91感受到如同真實情況一般的臨場感覺，如模擬真實之道路 駕駛。因此，經由使用此種虛擬實境模擬系統，可節省下實際 15操作所需要的成本（如車輛成本)及增加其安全性。 上述實施例僅係為了方便說明而舉例而已，本發明所主張 之權利範圍自應以申請專利範圍所述為準，而非僅限於上述實 施例。 【圖式簡單說明】 圖la係習知隔震系統構成單元之立體分解圖，圖lb係習知隔震 系統的示意圖。 圖2a係本發明一較佳實施例之隔震支撐單元的立體分解圖，圖 2b係圖2a之隔震支撐單元的立體組合圖。 16 1243879 圖3a係本發明另一較佳實施例之隔震支撐單元的立體分解圖’ 圖3b係圖3a之隔震支撐單元的立體組合圖，圖3c係圖3b之隔震 支撐單元沿著A-A’連線的剖面圖。 圖4a，4b，4c係本發明之支承滾軸的結構變化示意圖。 5圖5係本發明又一較佳實施例之應用減速裝置減低支承滚軸滚 動程度及欲保護設備承受之搖晃程度的剖面圖。 圖6係本發明之隔震支撐單元應用於電腦網路伺服器之隔震系 統的示意圖。 圖7係本發明之隔震支料元應用於房屋之隔震系統的示意 10 圖。 圖8係本發明之隔震支撐單元應用於應用於橋樑 示意圖 ㈤展糸、、先的 圖9係本發明之隔震支撐單元應用於一虛擬實境模擬系統的八 意圖。 不 15 【主要元件符號說明】 10構成單元 13隔震單元 142凸緣 15 2凸緣 18連桿結構 22上支撐部 25下承載部 11下支撐部 14上承載部 15下承載部 16支承滾軸 20隔震支撐單元 23隔震單元 26向下承載面 12上支揮部 141向下承载面 l5i向上承載面 17隔震系統 21下支撐部 24向上承栽面 27上承載部14 1243879 services. In addition, due to the need for a large transportation vehicle and the second reason, the degree of instability is reduced when the vibration isolation system 60 is installed, which further shortens the installation / installation 'making the isolation between the difficult installation of seismic isolation' makes customers' When it affects the computer network server, 5 10 15 20, the ancient temples of the Jiao Tong system are connected to the ancient figure 7 of the present invention < L ". The schematic diagram of the system 11. As shown in the figure, Z early 7 ^ applied Isolation (financial earthquake) of the house will be based on the seismic isolation of the present invention, after the construction procedure of the house foundation 73 'is to be installed in a predetermined combination of two isolator systems 72 according to actual needs. Only limited to two: = put on. It should be noted that the needs of this isolation system are only composed of -isolated support; it can be in accordance with the construction site. Next, at h, such as near the edge of the foundation Main structures such as beams and columns, as well as the whole: When the earthquake comes, the house ㈤ encounters an isolation system 72 transmitted by the foundation 73 and shakes back and forth the kinetic energy of the various movements under the beams and columns. The quake was gradually destroyed. Therefore, Ben "reverted to the original position without Inverted seismic support unit personnel to protect the house and which is located in injuries and loss of shellfish to light π exhibition brings. Fig. 8 shows that the isolated support unit of the present invention should be intended to 'the bridge body across the river 85; lie on the support structure of the isolated system, and the bridge support ribs have a bridge support unit by complex = 2 The seismic isolation system composed of 83 stands for the seismic isolation support system of Ming and includes a number of flat displacement shake diagrams of the firm dampers of the oil plant, limiting the shaking time of the seismic isolation system perpendicular to the water to the second seismic system transmitted from the foundation 86. When the earthquake is transmitted, the main body of the bridge will shake back and forth with the isolation system supporting the support structure of the bridge supporting structure 15 1243879 and gradually return to the original position without dumping and breaking in the river. In case of traffic disruption. It should be noted that 'the isolation system composed of the isolation support unit 83 of the present invention can be installed not only on the foundations located at both ends of the river, but also on the bridge's 5 piers located in the river' to provide the bridge with its function of isolating seismic vibrations. FIG. 9 is a preferred embodiment of an isolation system 92 composed of an isolation support unit of the present invention applied to a virtual reality simulation system 90, in which a person 91 sits on a seat 93 on the isolation system 92 and faces Display device 96. According to the program set in advance, the computer device 94 controls the image displayed on the display device 96 (such as a flat panel display) 10 on the one hand, and controls the vibration isolation through the driving device 95 and the transmission device 951 in cooperation with the image displayed on the display device 96 System 92 moves vertically and horizontally. Through this arrangement, the person 91 sitting in the seat 93 on the vibration isolation system 92 feels like a real situation, such as simulating real road driving. Therefore, by using such a virtual reality simulation system, the cost (such as vehicle cost) required for actual operation can be saved and its safety can be increased. The above-mentioned embodiments are merely examples for the convenience of description. The scope of rights claimed in the present invention should be based on the scope of the patent application, rather than being limited to the above-mentioned embodiments. [Schematic description] Figure la is a perspective exploded view of the components of a conventional seismic isolation system, and Figure lb is a schematic diagram of a conventional seismic isolation system. FIG. 2a is an exploded perspective view of an isolated support unit of a preferred embodiment of the present invention, and FIG. 2b is an assembled perspective view of the isolated support unit of FIG. 2a. 16 1243879 Fig. 3a is an exploded perspective view of an isolated support unit according to another preferred embodiment of the present invention 'Fig. 3b is an assembled perspective view of the isolated support unit of Fig. 3a, and Fig. 3c is an isolated support unit of Fig. 3b along AA 'cross section. 4a, 4b, and 4c are schematic diagrams of structural changes of the supporting roller of the present invention. 5 FIG. 5 is a cross-sectional view of reducing the rolling degree of the supporting roller and the shaking degree of the equipment to be protected by using a speed reducing device according to another preferred embodiment of the present invention. FIG. 6 is a schematic diagram of an isolation system of an isolation support unit of the present invention applied to a computer network server. Fig. 7 is a schematic diagram of an isolation support system of the present invention applied to a building isolation system. Fig. 8 is a schematic diagram of the application of the isolated support unit of the present invention to a bridge. Fig. 9 shows eight concepts of the application of the isolated support unit of the present invention to a virtual reality simulation system. No 15 [Description of main component symbols] 10 Components 13 Vibration isolation unit 142 Flange 15 2 Flange 18 Link structure 22 Upper support portion 25 Lower load portion 11 Lower support portion 14 Upper load portion 15 Lower load portion 16 Support roller 20 Isolation support unit 23 Isolation unit 26 Downward bearing surface 12 Upper support portion 141 Downward bearing surface 15i Upward bearing surface 17 Isolation system 21 Lower support portion 24 Upward bearing surface 27 Upper bearing portion
17 1243879 90虛擬實境模擬系統91人員 61電腦網路伺服器 621隔震支撐單元 28支承滾軸 30隔震支撐單元 33隔震單元 35上承載部 361上支撐面 371側表面 381側表面 411環片 43支承滾軸 433實心球體 52上支撐部 55上承載部 561上支撐面 571環片 581環片 631連桿結構 641連桿結構 71房屋結構 81橋樑主體 84油壓阻尼器 93座位 951傳動裝置 281侧表面 31下支撐部 34下承載部 351向下承載面 362下支撐面 372環片 382環片 42支承滾軸 431環片 50隔震支撐單元 54下承載部 551向下承載面 562下支撐面 572緩衝部 5 82緩衝部 632連桿結構 642連桿結構 72隔震系統 82橋樑支撐結構 85河流 94電腦裝置 96顯示裝置 282環片 32上支撐部 341向上承載面 36中間板 37第一支承滾轴 38第二支承滾軸 41支承滚軸 421環片 432軸狀殼體 51下支撐部 541向上承載面 56中間板 57第一支承滾軸 58第二支承滾軸 60隔震系統 622隔震支撐單元 633連桿結構 643連桿結構 73地基 83隔震支撐單元 86地基 92隔震系統92 95驅動裝置17 1243879 90 Virtual reality simulation system 91 people 61 Computer network server 621 Isolation support unit 28 Support roller 30 Isolation support unit 33 Isolation unit 35 Upper load-bearing portion 361 Upper support surface 371 Side surface 381 Side surface 411 Ring Piece 43 supporting roller 433 solid sphere 52 upper supporting portion 55 upper supporting portion 561 upper supporting surface 571 ring piece 581 ring piece 631 link structure 641 link structure 71 house structure 81 bridge body 84 hydraulic damper 93 seat 951 transmission device 281 side surface 31 lower support portion 34 lower bearing portion 351 downward bearing surface 362 lower bearing surface 372 ring piece 382 ring piece 42 support roller 431 ring piece 50 vibration isolation support unit 54 lower bearing portion 551 downward bearing surface 562 support Surface 572 buffer portion 5 82 buffer portion 632 link structure 642 link structure 72 vibration isolation system 82 bridge support structure 85 river 94 computer device 96 display device 282 ring piece 32 upper support portion 341 upward bearing surface 36 intermediate plate 37 first support Roller 38 Second support roller 41 Support roller 421 Ring piece 432 Axial housing 51 Lower support portion 541 Up bearing surface 56 Intermediate plate 57 First support roller 58 Second support roller 60 Vibration isolation system 622 Vibration isolation Support sheet Element 633 connecting rod structure 643 connecting rod structure 73 foundation 83 vibration isolation support unit 86 foundation 92 vibration isolation system 92 95 driving device
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