TW200413615A - Damping system mechanism - Google Patents

Damping system mechanism Download PDF

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Publication number
TW200413615A
TW200413615A TW92102136A TW92102136A TW200413615A TW 200413615 A TW200413615 A TW 200413615A TW 92102136 A TW92102136 A TW 92102136A TW 92102136 A TW92102136 A TW 92102136A TW 200413615 A TW200413615 A TW 200413615A
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Taiwan
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damper
building
diamond
scope
patent application
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TW92102136A
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Chinese (zh)
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Te-Hsiung Hsu
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Te-Hsiung Hsu
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Priority to TW92102136A priority Critical patent/TW200413615A/en
Publication of TW200413615A publication Critical patent/TW200413615A/en

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

This invention relates to a damping mechanism. By the application of the proposed mechanism the relative displacement of the system subjected can be amplified into the deformation subjected by the damper. Consequently the seismic energy induced by the structural external excitation can be dissipated efficiently to assure the safety of the building structures.

Description

200413615 五、發明說明(1) 【發明所屬之技術領域】 本發明係有關於一種阻尼器之女装機構,尤其是指一 種於建築物之角隅組設有菱形機構,且在機構内之垂直對 角線組設有阻尼器,藉此可以將建築物因地震或強風作用 產生的搖晃予以真正且有效的消能減振,以增加建築物之 使用安全的阻尼器之安裝機構。 【先前技術】 台灣地處地震帶,又地狭人稠,加上商業發達,高層 建築物日漸增多。如第二十囝所示的向樓建築,當夂地 震爭塑而破壞時,一樓的柱子上、下端為破壞最明顯之處 匕二十二圖所示〕,為加強此等建物的防振能力,傳 統的方式如第二十三圖所$設2角方向的阻尼器作為消 能裝置,此種安裝方式之缺,點為工間限制相當A,所以不 是理想的方法。 建物之結構破壞時’杀# h i nge )或產生裂縫’均會k200413615 V. Description of the invention (1) [Technical field to which the invention belongs] The present invention relates to a women's clothing mechanism of a damper, particularly a diamond-shaped mechanism provided at the corner of a building, and a vertical alignment within the mechanism. The corner line group is provided with a damper, thereby realizing and effectively dissipating vibration of the building due to earthquake or strong wind, so as to increase the installation mechanism of the building using a safe damper. [Previous Technology] Taiwan is located in an earthquake zone, and it is narrow and densely populated. With the development of commerce, high-rise buildings are increasing. As shown in the twentieth century building, when the earthquake struggling to destroy the earthquake, the upper and lower ends of the pillars on the first floor are the most obvious damage. (Figure 22), in order to strengthen the defense of these buildings Vibration capacity, the traditional method is as shown in the twenty-third figure set the 2 angle direction of the damper as an energy dissipating device, the lack of this installation method, the point is that the work limit is quite A, so it is not an ideal method. When the structure of the building is destroyed, ‘kill # h i nge’ or crack ’will occur.

r®J 。請參閱第二十四〜二十 振而破壞時之情形,從圖中口 ,均在角隅出現裂縫,使运 無可挽回的損失及意外。 故,從防振消能的與度# 當 程中不會形成破壞點,是和 建築物更是如此。 第二十七圖所示者,係/ 接點處形成塑性鉸(plastic 剛接點梁柱間之相對角位移 所示,為各種型式之梁杈魚 以很明顯得知在破壞過程= 的安全大幅降低,甚至= 芝造成 之,如何確保角隅在破 重要的課題,尤其是挑高= 般挑高建築物的角隅力口 5$方 200413615 五、發明說明(2) 法,主要是在梁、柱的角隅處固接有斜支架(2),此種 斜支架(2 )只有固定作用,完全無法消能。故有第二十 八圖所示’將此斜支架(2 )以阻尼器(3 )代替;此相 對的兩阻尼器(3)的上、下固定點(31) 、 (32) 在受振時,相對變位小,作用小,使得阻尼器(3 )的功 能無法有效發揮,亦即無法真正達到所需的消能與防振之 目的。 緣是’發明人有鑑於此,針對傳統的阻尼器安裝機構 ’尤其是挑高建築的角隅之阻尼器之安裝及缺失予以研究 改良’提供一種創新的阻尼器安裝機構,以期改善習用之 所有缺失者。 【發 本發 建築物之 線内設有 簧,使該 或強風作 大並配合 成確保建 本發 菱形機構 變位後, 置並達到 損與破壞 明内容】 明主要在於提供一 角隅組設有菱形機 器,配合該 未受力之正 晃時,該菱 之作用而達 使用安全的 一阻尼 機構於 用而搖 阻尼器 築物之 明另外 之水平 可由被 防止各 ’並有 在於提供一 對角線所組 伸長之彈簧 桿件受壓產 效增加機構 種阻尼器 構,於此 菱形機構 常狀態恰 形機構之 到真正有 積極目的 種阻尼器 設的彈簧 的回彈效 生挂曲的 運作之穩 之安裝機構, 蔓形機構的垂 水平對角線組 好保持平衡, 四連桿的變位 效的消能減振 之安裝機構, ,使該阻尼器 應很快恢復至 目的,以避免 定性,對於建 係藉 直對 設的 當地 將可 ,以r®J. Please refer to the situation when the twenty-fourth to the twenty-three vibrations cause damage. From the mouth of the figure, cracks have appeared in the corners, causing irreparable losses and accidents. Therefore, from the anti-vibration dissipating and degree #, no damage point will be formed during the process, especially for buildings. As shown in the twenty-seventh figure, plastic hinges are formed at the system / contact (the relative angular displacement between the beams and columns of the plastic rigid contact is shown in the figure). It is obvious that the various types of beams and fishes are safe in the destruction process =. Significantly reduced, even = caused by Chi, how to ensure that corners are breaking important issues, especially to raise the corners of buildings that are generally high 5 $ square 200413615 V. Description of invention (2) The method is mainly used in The corner brackets of the beams and columns are fixedly connected with inclined brackets (2). This kind of inclined brackets (2) have only a fixed function and cannot dissipate energy at all. Therefore, as shown in Figure 28, 'this inclined bracket (2) The damper (3) replaces it; the upper and lower fixed points (31), (32) of the two opposite dampers (3) are relatively small in displacement and small in effect when vibrated, making the function of the damper (3) impossible. Effective play, that is, the purpose of dissipating energy and preventing vibration is not really achieved. The reason is that 'the inventors have taken this into consideration, especially for the traditional damper installation mechanism', especially the installation and Lack of research and improvement 'to provide an innovative damper mounting mechanism with a view to Good use of all the missing ones. [Fabenfa building line is equipped with springs to make the strong wind stronger and cooperate to ensure that the built-in rhombic mechanism is displaced, and the damage and damage are cleared] A diamond-shaped machine is provided in a corner unit. When the unstressed positive sway is provided, the function of the diamond is to use a damping mechanism that is safe to use and shake the damper structure. The other level can be prevented from each other. The reason is to provide a damper structure of the spring rods that are extended by a pair of angles under pressure to increase the production efficiency. In this case, the normal state of the diamond-shaped mechanism is exactly the same as the spring mechanism. The stable installation mechanism for the operation of the hanging curve, the vertical and horizontal diagonal groups of the mandrel mechanism are well balanced, and the four-link variable displacement energy dissipation damping installation mechanism, so that the damper should be restored quickly To the end, to avoid qualitative, the local

200413615 五、發明說明(3) 使用安全更具有保障。 【實施方式】 為使本發明使用之技術手段、發明特徵、達成目的與 功效易於明白了解’兹配合圖式及圖號詳細說明如下· 首先,請參閱第一、二圖所示,本發明主要是在設計 一菱形機構(1 ),此菱形機構(1 )可裝設於建築物的 梁柱接合處内的角隅處,該菱形機構(1 )由四支連桿( 1 1 )活動組設而成,並於兩端利用樞接座(1 2 )組設 於建築物之角隅〔如第一圖所示〕或跨間〔如第十五圖所 示〕,於該菱形機構(1 )的垂直對角處連設有一阻尼器 (13),此阻尼器(1 3 )可為不同型式之線性或非線 4 性阻尼器,亦可為黏彈性或液流阻尼器。該菱形機構(1 )之内端亦可設計如第三圖所示,另外連設有上、下連接 | · 桿(1 4 ) 、 ( 1 5 )並同時組設二支阻尼器(1 3 )之 結構。 · 或如第四、五圖所示,於該菱形機構(1 )之兩端内 再另外連設有彈性元件(1 6 )〔如拉伸彈簧〕,或如第 六〜八圖所示,於菱形機構(1 )之任一端外組設有一外 連桿(17)或左邊、右邊兩端均設有外連桿(17), 亦可如第九〜十一圖所示,於組設有彈性元件(1 6 )的 菱形機構(1 )之任一端分別設有外連桿(1 7 )或兩端· 均設有外連桿(17);或如第十二〜十四圖所示,於具 有上、下連桿(14) 、 (15)及彈性元件(16)的 菱形機構(1 )之任一端組設有外連接桿(1 7 )或兩端200413615 V. Description of the invention (3) The use safety is more guaranteed. [Embodiment] In order to make the technical means, inventive features, objectives and effects of the present invention easy to understand, the detailed description of the drawings and numbers are as follows. First, please refer to the first and second figures, the present invention mainly Is designing a diamond-shaped mechanism (1), this diamond-shaped mechanism (1) can be installed in the corner of the beam-column joint of the building, the diamond-shaped mechanism (1) consists of four links (1 1) movable group It is set up, and is set at the corners of the building (as shown in the first picture) or between the rooms (as shown in the fifteenth picture) with pivot joints (12) at both ends. 1) A damper (13) is connected at the vertical diagonal corners. The damper (1 3) can be a linear or non-linear damper of different types, or a viscoelastic or liquid flow damper. The inner end of the rhombic mechanism (1) can also be designed as shown in the third figure, and there are also up and down connections | · rods (1 4), (1 5) and two dampers (1 3 ) 'S structure. · Or as shown in the fourth and fifth figures, elastic elements (1 6) [such as tensile springs] are additionally connected to both ends of the diamond-shaped mechanism (1), or as shown in the sixth to eighth figures, An external link (17) is provided on the outer group of either end of the diamond-shaped mechanism (1) or external links (17) are provided on both the left and right sides, or as shown in the ninth to eleventh illustrations. Either end of the diamond-shaped mechanism (1) with elastic elements (1) is provided with an external link (1 7) or both ends are provided with external links (17); or as shown in Figures 12 to 14 As shown, either end of the diamond-shaped mechanism (1) with the upper and lower links (14), (15) and the elastic element (16) is provided with an external connecting rod (1 7) or both ends

第6頁 200413615 五、發明說明(4) 均同時組設有 藉由上述 荷重與受力〔 〜十九圖所示 部角隅處,或 及減振之目的 當該建築 的位移而使菱 跟著改變〔如 )之菱形水平 該菱形之垂直 水平對角線長 1 )之兩側端 ,且恰好在上 的相對變位即 另外,於 6 )可於菱形 )可由被伸長 器(1 3 )恢 復原形狀,以 的,可以確保 藉此及以 其消能減振之 )於垂直對角 外連桿( 菱形機構 如地震或 ,於不同 跨間予以 ,以增加 物受地震 形機構( 第二十圖 及垂直對 對角線上 度大於垂 點間的變 下兩端間 利用安裝 各型式的 機構(1 的彈性元 復原長度 靜待下一 建築物的 上的實施 功效極為 線加裝一 17) (1 ) 強風〕 的建築 組設, 該建築 或強風 1 )的 所示〕 角線之 之阻尼 直對角 位小於 組設有 之阻尼 菱形機 )受拉 件(1 ,並連 次的受 使用安 比較可 有限, 組的阻 所組設 之影響 物或高 使該建 物的使 作用而 四支連 ,藉此 間變位 器(1 線之長 上、下 阻尼器 器發揮 構内所 力時, 6 )之 動整個 力變形 〇知,傳 而如本 尼器( 各種形式 的不同, 層建築物 物可以有 用安全。 搖晃時, 桿(1 1 ,利用菱 的差異性 3 )的相 度,則該 兩端點間 (13) 消能減振 組設的彈 受壓的阻 能量釋放 菱形機構 並達到消 統之阻尼 發明之菱 1 3 )而 ,視建物之 可如第十五 的部分或全 效增加消能 隨著建築物 )的角度也 形機構(1 ,可以放大 對變位,即 菱形機構( 的相對變位 ,則此放大 之功能。 性元件(1 尼器(1 3 ,促使阻尼 (1 )亦恢 能減振之目 器安裝時, 形機構(1 可以達到大Page 6 200413615 V. Description of the invention (4) All are set up at the same time by using the above load and force [~ corner of the figure shown in the nineteenth figure, or for the purpose of vibration reduction when the building is displaced, so that the diamond follows. Change [such as] the horizontal level of the rhombus. The vertical and horizontal diagonals of the rhombus are 1) on both sides of the end, and the relative displacements just above are the same. In addition, 6) can be in the rhombus) can be restored by the extender (1 3) The original shape can be used to ensure that and its energy absorption is used to dampen the vertical diagonal external links (diamond-shaped mechanisms such as earthquakes or between different spans to increase the earthquake-resistant mechanism (20th) Figures and vertical diagonals with a degree greater than the vertical point are used to install various types of mechanisms between the two ends (the elastic element recovery length of 1 is waiting for the implementation of the next building to be extremely effective.) 17 ( 1) strong wind] building set, the building or strong wind 1) shown] the angle of the damping straight diagonal position is less than the damping rhombic machine provided in the group) tension members (1, The comparison can be limited. The influence of the influence or the building is connected in four branches, so that the entire force of the displacementr (when the upper and lower dampers of the 1 line play the force in the structure, 6) is deformed. For example, different types of buildings can be useful and safe. When shaking, the phase of the rod (1 1, using the difference of 3), the energy dissipation between the two ends (13) The resistance energy of the assembled bomb releases the rhombic mechanism and reaches the damping invention of the traditional damping invention. The angle of the building can also be increased as part of the fifteenth part or the full effect of the energy dissipation. Shape mechanism (1, can enlarge the displacement, that is, the relative displacement of the diamond-shaped mechanism (, the function of this magnification). The sex element (1 Nitrile (1 3, which promotes the damping (1) also restores the eyepiece installation) When the shape mechanism (1 can reach large

”7 Γ. 第7頁 200413615 五、發明說明(5) 幅增加相對變位幅度之目的,使阻尼器(1 3 )之消能減 振效果跟著一併增加;再如本發明有上、下連桿(1 4 )、(1 5 )的菱形機構,配合有兩組的阻尼器(1 3 ),將使減振消能的效果更加提高,以確保建築物的使用 安全,再配合連接的彈性元件(1 6 )的能量釋放以快速 且明確的使菱形機構(1 )亦很快恢復原來所預定的形 狀,可以再次提供下次在地震或強風作用所產生之變形及 位移作所需的消能減振。 總之,在結構之任一格框跨間或任一角隅,均可裝設 如第二〜十四圖所示之阻尼器安裝機構,均可達成具體成 效之消能減振功效。 綜上所述,本發明實施例確能達到所預期之使用功效 ,又其所揭露之具體構造,不僅未曾見諸於同類產品中, 亦未曾公開於申請前,誠已完全符合專利法之規定與要求 ,爰依法提出發明專利之申請,懇請惠予審查,並賜准專 利,則實感德便。"7 Γ. Page 7 200413615 V. Explanation of the invention (5) The purpose of increasing the relative displacement amplitude is to increase the energy dissipation and damping effect of the damper (1 3); The diamond mechanism of the connecting rod (1 4) and (1 5), combined with two sets of dampers (1 3), will further improve the effect of damping and dissipating energy to ensure the safe use of the building. The energy release of the elastic element (16) quickly and clearly restores the diamond-shaped mechanism (1) to its original predetermined shape quickly, which can again provide the deformation and displacement caused by the next earthquake or strong wind action. In short, the damper installation mechanism shown in Figures 2 to 14 can be installed in any grid span or any corner of the structure, and can achieve specific results of energy dissipation. In summary, the embodiments of the present invention can indeed achieve the expected use effect, and the specific structure disclosed has not only been found in similar products, nor has it been disclosed before the application. It has fully complied with the patent law. Requirements and requirements, according to law The patent application should be examined and approved, and the patent granted.

200413615 圖式簡單說明 圖式 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 簡單 一圖 二圖 三圖 四圖 五圖 六圖 七圖 八圖 九圖 十圖 十一圖 十二 十三 十四 十五 十六 十七 十八 十九 說明】 本發明 本發明 本發明 本發明 本發明 本發明 本發明 本發明 本發明 本發明 本發 圖 圖 圖 圖 圖 圖 圖 圖 圖: 一圖 二圖 三圖 本發 本發 本發 本發 本發 本發 本發 本發 本發 傳 傳 傳 之整體 之菱形 之菱形 之菱形 之菱形 之菱形 之菱形 之菱形 之菱形 之菱形 明之菱 明之菱 明之菱 明之菱 明之應 明之應 明之應 明之應 明之應 明之受 統建築 統建築 統建築 應用示意圖 結構之不意 結構之示意 結構之示意 結構之示意 結構之示意 結構之示意 結構之示意 結構之不意 結構之示意 形結構之示 形結構之示 形結構之示 形結構之示 用實施例圖 用實施例圖 用實施例圖 用實施例圖 用實施例圖 力變位示意 之結構示意 物之結構破 之防振方法 圖( 圖( 圖( 圖( 圖( 圖( 圖( 圖( 圖( 意圖 意圖 意圖 一) 四 五 六) 七) 八) 九) (十) (十一 (十二 意圖(十二· (四 (五 圖 圖 壞模 式200413615 Schematic brief description of the schematic diagrams Figure eleven figure twelve thirteen fourteen fifteen sixteen seventeen eighteen nineteen explanation] the present invention the present invention the present invention the present invention the present invention the present invention the present invention the present invention the present invention Picture diagram picture: one picture two picture three picture this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book this book Diamond-shaped Ming-ling Diamond-ming Ling-ming Ling-ying Ming-ying Ming-ying-ying-ying-ying-ying-ying-ying-ying-ying The structure of the structure of the structure of the schematic structure of the structure of the structure of the structure of the structure Example diagram with example diagram with example diagram with example diagram with example diagram A) four five six) seven) eight) nine) (ten) (eleven (twelve intentions (twelve · (four (five pictures) bad patterns)

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第9頁 200413615 圖式簡單說明 第二十四圖:傳統建築之破壞過程中的角隅破壞示意 圖一) 第二十五圖··傳統建築之破壞過程中的角隅破壞示意 圖(二) 第二十六圖:傳統建築之破壞過程中的角隅破壞示意 圖(三) 第二十七圖:傳統建築之角隅加強示意圖 第二十八圖:傳統建築加裝阻尼器之防振方法 〔參照圖號〕 ) 菱形機構 ( 1 1 ) 連桿 2 ) 框接座 ( 1 3 ) 阻尼器 4 ) 上連桿 ( 1 5 ) 下連桿 6 ) 彈性元件 ( 1 7 ) 外連桿 ) 斜支架 ( 3 ) 阻尼器 1 ) 上固定點 ( 3 2 ) 下固定點 2 3Page 9 200413615 Schematic illustrations Twenty-fourth figure: Schematic diagram of corner damage during the destruction of traditional buildings 1) 25th type · Schematic diagram of corner damage during the destruction of traditional buildings (two) Second Figure 16: Schematic diagram of corner damage during the destruction of traditional buildings (3) Figure 27: Schematic diagram of corner strengthening of traditional buildings Figure 28: Vibration prevention method of dampers installed in traditional buildings [Refer to the figure (Number)) diamond mechanism (1 1) connecting rod 2) frame joint (1 3) damper 4) upper link (1 5) lower link 6) elastic element (1 7) outer link) inclined bracket (3 ) Damper 1) Upper fixing point (3 2) Lower fixing point 2 3

Claims (1)

200413615 六、申請專利範圍 1 · 一種阻尼器之安裝機構,係於建築物的部分或全 部格框或角隅組設有阻尼器,可利用安裝阻尼器於建築物 中,當建築物受地震或強風作用而變形時,可達消能減振 ,以增加建築物安全之目的; 其特徵在於· 該阻尼器組設於菱形機構的垂直對角線,即該菱形機 構的上、下兩端點間,且菱形機構的左右兩端則與建築物 的梁、柱的樞接座組設,使該菱形機構恰好傾斜設置於角 隅或結構格框處。 2 ·如申請專利範圍第1項所述阻尼器之安裝機構, 其中之菱形機構的一端可以另外連設一外連桿。 3 ·如申請專利範圍第1項所述阻尼器之安裝機構, 其中之菱形機構的兩端可以另外連設一外連桿。 4 · 一種阻尼器之安裝機構,係於建築物的部分或全 部格框或角隅組設有阻尼器,可利用安裝的阻尼器於建築 物受地震或強風作用而變形時,可達消能減振,以增加建 築物安全之目的; 其特徵在於: 該阻尼器組設於菱形機構上、下端的垂直對角線内, 於兩端的水平對角線内另設有彈性元件,且菱形機構之兩 端外側與建築物的梁、柱之枢接座組設,使該菱形機構恰 好斜置於角隅或結構格框處。 5 ·如申請專利範圍第4項所述阻尼器之安裝機構, 其中之菱形機構的一端可以另外連設一外連桿。200413615 VI. Scope of patent application1. A damper installation mechanism is attached to part or all of the frame or corner of the building. The damper can be installed in the building. When the building is affected by earthquake or When deformed by strong wind, the energy dissipation can be reduced to increase the safety of the building. It is characterized in that the damper group is set on the vertical diagonal of the rhombic mechanism, that is, the upper and lower ends of the rhombic mechanism. And the left and right ends of the diamond-shaped mechanism are arranged with the pivot joints of the beams and columns of the building, so that the diamond-shaped mechanism is just inclinedly arranged at the corner or the structural grid. 2. The damper mounting mechanism according to item 1 of the scope of patent application, wherein one end of the diamond-shaped mechanism may be additionally connected with an external link. 3. The damper mounting mechanism as described in item 1 of the scope of patent application, wherein two ends of the diamond-shaped mechanism can be additionally provided with an external link. 4 · A damper installation mechanism, which is attached to part or all of the frame or corner of the building is equipped with a damper. The installed damper can dissipate energy when the building is deformed by earthquake or strong wind. Vibration reduction for the purpose of increasing building safety; It is characterized in that: the damper group is arranged in the vertical diagonal lines at the upper and lower ends of the rhombic mechanism, and elastic elements are provided in the horizontal diagonal lines at both ends, and the rhombic mechanism The two outer sides of the two ends are arranged with the pivot joints of the beams and columns of the building, so that the diamond-shaped mechanism is placed diagonally at the corner or the structural grid. 5. The damper mounting mechanism as described in item 4 of the scope of the patent application, wherein one end of the diamond-shaped mechanism may be additionally connected with an external link. 200413615 六、申請專利範圍 6 ·如申請專利範圍第4項所述阻尼器之安裝機構, 其中之菱形機構的兩端可以另外連設一外連桿。 7 · —種阻尼器之安裝機構,係於建築物的部份或全 部角隅組設有阻尼器,可利用安裝的阻尼器於建築物受地 震或強風作用而變位時消能減振,以增加建築物的安全; 其特徵在於: 兩阻尼器組設於菱形機構的上、下端的兩垂直對角線 内,此兩組垂直對角線間同時組設有上、下連桿,且菱形 機構外與建築物的梁、柱之樞接座組設,使該菱形機構恰 好傾斜設置於角隅或結構格框處。 8 ·如申請專利範圍第7項所述阻尼器之安裝機構, 其中之菱形機構的一端可以另外連設一外連桿。 9 ·如申請專利範圍第7項所述阻尼器之安裝機構, 其中之菱形機構的兩端可以另外連設一外連桿。 1 0 · —種阻尼器之安裝機構,係於建築物的部分或 全部角隅組設有阻尼器,可利用安裝的阻尼器於建築物受 地震或強風作用而變位時以消能減振,以增加建築物的安 全; 其特徵在於: 兩阻尼器組設於菱形機構的上、下端的兩垂直對角線 内,此兩組垂直對角線間同時組設有上、下連桿,且菱形 機構兩端的水平對角線内設有彈性元件,兩端外與建築物 的梁、柱之枢接座組設,使該菱形機構恰好傾斜設置於角 隅處。200413615 VI. Scope of patent application 6 · The damper mounting mechanism described in item 4 of the scope of patent application, in which the two ends of the diamond-shaped mechanism can be connected with an external link. 7 · — A damper installation mechanism is a damper installed on part or all of the corners of the building. The installed damper can be used to damp energy when the building is displaced by earthquake or strong wind. To increase the safety of the building; it is characterized in that: two dampers are arranged in the two vertical diagonal lines at the upper and lower ends of the rhombic mechanism; The diamond-shaped mechanism is arranged outside the pivot joint of the beam and column of the building, so that the diamond-shaped mechanism is just inclinedly arranged at the corner or the structural grid. 8. The damper mounting mechanism according to item 7 of the scope of the patent application, wherein one end of the diamond-shaped mechanism can be additionally connected with an external link. 9 · The damper mounting mechanism as described in item 7 of the scope of the patent application, wherein two ends of the diamond-shaped mechanism can be additionally provided with an external link. 1 0 · —A kind of damper installation mechanism, which is attached to some or all of the corners of the building. The damper can be used to dampen the vibration when the building is displaced by earthquake or strong wind. In order to increase the safety of the building, it is characterized in that: two dampers are arranged in two vertical diagonal lines at the upper and lower ends of the rhombic mechanism, and upper and lower connecting rods are simultaneously arranged between the two vertical diagonal lines, The horizontal diagonal at both ends of the diamond-shaped mechanism is provided with elastic elements, and the pivot joint seat of the beam and column of the building is arranged outside the two ends, so that the diamond-shaped mechanism is arranged at an angle at the corner. 200413615 六、申請專利範圍 1 1 ·如申請專利範圍第1 0項所述阻尼器之安裝機 構,其中之菱形機構的一端可以另外連設一外連桿。 1 2 ·如申請專利範圍第1 0項所述阻尼器之安裝機 構,其中之菱形機構的兩端可以另外連設一外連桿。 1 3 ·如申請專利範圍第1 、4、7、1 0項所述阻 尼器之安裝機構,其中之阻尼器可為主動式阻尼器。 1 4 ·如申請專利範圍第1 、4、7、1 0項所述阻 尼器之安裝機構,其中之阻尼器可為半主動式阻尼器。 1 5 ·如申請專利範圍第1 、4、7、1 0項所述阻 尼器之安裝機構,其中之阻尼器可為被動阻尼器。200413615 VI. Scope of patent application 1 1 · As for the installation mechanism of the damper described in item 10 of the scope of patent application, one end of the diamond mechanism can be additionally connected with an external link. 1 2 · According to the installation mechanism of the damper described in Item 10 of the scope of the patent application, the two ends of the diamond-shaped mechanism can be additionally provided with an external link. 1 3 · As for the installation mechanism of the damper described in the scope of patent application No. 1, 4, 7, 10, the damper may be an active damper. 1 4 · According to the installation mechanism of the damper described in the scope of patent application No. 1, 4, 7, 10, the damper may be a semi-active damper. 1 5 · According to the installation mechanism of the damper described in the scope of patent application No. 1, 4, 7, 10, the damper may be a passive damper. 第13頁Page 13
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555236A (en) * 2018-11-30 2019-04-02 华中科技大学 A kind of radial type scissors supporting damping device system and vibration damping efficiency estimation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555236A (en) * 2018-11-30 2019-04-02 华中科技大学 A kind of radial type scissors supporting damping device system and vibration damping efficiency estimation method
CN109555236B (en) * 2018-11-30 2024-01-05 华中科技大学 Articulated scissors supporting damper system and vibration reduction efficiency evaluation method

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