1283722 玖、發明說明： 【發明所屬之技術領域】 本發明係關於一種吸振裝置〔Vibrati〇n abs〇rber〕， 尤指一種具有阻尼〔Damping )效果以消除振動能量之建 築物的吸振裝置。 【先前技術】 台灣係位處於地震頻繁的地層交界區，加上現今社會 鬲樓林立，對於高樓的防震工作顯得格外地重要。 現有的建築物，其主體結構主要係為橫樑與柱子構成 ，若建築物於遭受到振動時，主體結構的樑與柱能承受住 振動能量的影響的話，則建築物主體一般即不會有倒塌的 危機存在。 按，一般建築物的振動防治工作，除了結構體本身的 強化（即，事前建築物主體結構的樑與柱間的應力分析工 作與建築材料的選擇）外，如何有效地吸收振動，如地震 時，施加於建築物的能量，也是另一項有效的振動防治工 作方法之一。 阻尼裝置，係為現有對建築物具有較佳減振效果的裝 置之一’例如許多高樓會於特定樓層裝設有阻尼球，以有 效吸收振動之能量’達到減振的效果。 現有的建築物的減振結構，雖然具有吸收振動能量以 減低振動對建築物主體的影響，但減振結構本身構造龐大 、造價昂貴且效果有其一定的限制。 【發明内容】 本發明人為改善上述現有的建築物的吸振裝置所存在 1283722 的問題，投入心力研發，終於發展出本發明。 本發明之主要目的在於提供一種建築物的吸振裝置， 其可提高減振效果，且吸振裝置本身結構簡單、施工容易 ’以改善現有的吸振器所存在問題。 為達上述目的，本發明係包含有： 一長型的阻尼本體，阻尼本體具有兩窄端、一位於兩 乍端間的中間寬部、一第一側面以及一相對於所述第一側 面的第二侧面，其中，中間寬部的寬度係寬於各窄端的寬 度，阻尼本體之第一側面上設有一第一支撐裝置，其包含 有一設於中間寬部位置並支撐建築物之一橫樑的第一支柱 ，阻尼本體之第二側面上設有一第二支撐裝置，其包含有 兩分設於兩窄端位置並設於一基礎，如橫樑、地面或樓板 上的第二支柱。 藉此’本發明之具體達成的功效在於·· 阻尼本體的結構型態可具有變化的慣性矩分佈，使得 阻尼本體沿變斷面之曲率〔Curvature〕的分佈會成均勻分 佈’此時’當阻尼本體受到地震傳遞之力而達到降伏時， 阻尼本體整體可同時達到降伏點，即阻尼本體能提供最大 的吸收振動能量效果，同時也可調整第一支撐裝置的長度 以放大消能的效果，第一支樓裝置的斷面尺寸也可隨位置 變化’以達到最佳的吸能狀態，使建築物獲得良好的減振 效果。 同時’本發明的結構簡單，施工容易，更可廣泛的設 於建築物每一樓層的橫樑間，更可提高建築物的抗振能力 1283722 【實施方式】 凊參照第一圖、第《 —圖與第三圖所示，本發明較佳實 施例之建築物的吸振裝置（1 0 )係包含有一阻尼本體（ 11)、一第一支撐裝置（12)以及一第二支撐裝置（ 13)。 阻尼本體（1 1 )係為長菱型並具有一第一側面（1 1〇)、一第二側面（111)、一中間寬部（112) 以及兩窄端（1 1 3 )，其中，中間寬部（1 1 2 )係位 於兩窄端（1 1 3 )間，中間寬部（]_丄2 )的寬度並寬 於兩窄端（1 1 3)的寬度，第一側面（1 1 〇)係相對 於第二側面（1 1 1 )。 第一支撐裝置（1 2)係設於阻尼本體（1 的第 一侧面（1 1 0 )上，並包含有一設於阻尼本體（丄工） 的中間寬部（112)位置的第一支柱（121)，第二 支樓袭置（1 3 )係設於阻尼本體（1 1 )的第二側面（ 1 1 1)上，並包含有兩分設於兩窄端（1 1 3)位置的 第二支柱（1 3 1 )。 請進一步參照第四圖所示，其中，第一支柱（1 2 1 )係垂直於阻尼本體（1 1 )的第一側面（1 1 〇 )，並 支撐建築物的一橫樑（2 0 )，第二支柱（i 3 i )係相 對於阻尼本體（1 1 )的第二側面（1 1 1 )斜角設置， 並可結合一基礎（3 0 )，如其他橫樑、地面或樓板上。 請參照第五圖所示，其中，本發明較佳實施例之建築 1283722 物的吸振裝置（1 0)也可兩兩結合使用於同一層的結構 中，使對應的吸振裝置（1 〇 )之第一支柱（1 2 1 )相 互結合一體，第二支柱（1 3 1 )分別結合於對應的橫樑 (2 0 )或基礎（3 0 )上。 請參照第一圖、第二圖與第三圖所示，而阻尼本體（ 1 1 )的較佳實施型悲’為包含有一第一板體（1 1 4) 一第二板體（1 1 5)以及一支撐板（1 1 6)的工字 型〔I-Section〕斷面的結構型態，其中，第一板體（工工 4)與第二板體（1 1 5)係相對而設，支撐板工6 )係垂直地設於第一板體（i i 4)與第二板體（丄工5 )間，其中，第一板體（1 1 4)與第二板體（1 i 5 ) 的外側表面即為阻尼本體（1 1 )的第一側面（1 1 〇 ) 與第二側面（1 1 1 )。 第一支柱（1 2 1)與第二支柱（1 3 1)較佳實施 型·％為工字型〔I_Section〕斷面的結構型態，其中，第一 支柱（121)係設於第一板體（114)，第一支柱（ 1 2 1 )的長度係可調整以放大消能的效果，第一支柱（ 1 2 1 )的徑向斷面尺寸也可隨位置變化，亦即，第一支 柱（1 2 1) —端的徑向斷面尺寸異於另端的徑向斷面尺 寸’各第二支柱（131)係設於第二板體（il5)。 藉此，按一般阻尼可分為黏性阻尼〔Visc〇us damping 〕、摩擦阻尼〔friction damping〕以及材料阻尼〔 Material or Solid damping]，其中，本發明即是利用阻尼 本體（1 1 )的材料阻尼特性來達到吸收能量的效果。 Ϊ283722 以一般材料力學的三點抗姑 析〔Three_point test〕知， 弟一支柱（121)與兩第二去 文桂（131)施力於阻尼 本體（1 1 )時，可得m = Ε·1 ---- Ρ 其中，Μ為阻尼本體（ 的幫矩〔Bending m〇ment〕，E為阻尼本體（工工） 的揚氏模數’ 1為阻尼本體（1 1 )的慣性矩〔Mo_ of Inertia〕，P為阻尼本體（1 1 )的曲率半徑。 亦即田阻尼本體（1工）之慣性矩的分佈與彎矩的 分佈成比例關係時，阻尼本體（i i )沿變斷面之曲率〔 CUrvature〕的分佈會成均勻分佈’此時當阻尼本體（工 1 )丈到地震傳遞之力而達到降伏〔Yield〕時，阻尼本體 (1 1 )整體可同時達到降伏點〔Yield p〇int〕，即阻尼 本體（1 1 )能提供最大的吸收振動能量效果，達到最佳 的吸能狀態。 請參照第六圖與第七圖所示，其中，前述的第一支柱 (1 2 1 )係相對於阻尼本體（1 1 )的第一側面（1 1 0 )斜角設置，並可結合於一基礎（3 0 )，如橫樑、地 面或樓板上，第二支柱（1 3 1)係垂直於阻尼本體（1 1)的第二側面（111)，並支撐建築物的一橫樑（2 0 ) 〇 請參照第八圖所示，其中，前述的第一支柱（1 2 1 )係垂直於阻尼本體（1 1 )的第一側面（1 1 〇 )設置 ，並支撐建築物的一橫樑（20)，第二支柱（131) 係垂直於阻尼本體（1 1 )的第二侧面（1 1 1 )，並可 結合於一基礎（30，）上，其中，基礎（30，）可為一 1283722 底腾。 :奢參照第九圖所示’其中，前述的第一 )係相對於阻尼本體（1 i ) 1 設置，並可結合於一基礎（：一：面（11〇)斜角 上，望—3 0 ),如橫樑、地面或樓板 —主（1 3 1 )係相對於阻尼本體（1 1 )的第 :)則面（1 1 1 )斜角設置，並支撐建築物的-橫樑（2 上述所揭露的本發明之技術手段，係僅用以說明本發 明之較佳實施狀態，但不代表本發明之實施態樣限於上述 所揭露的較佳實施例，對熟悉此項技術的人士，依據本發 明做如外型或大小上但實質上卻與本發明所揭露的技術手 段相同的變更，亦不應被排除於本發明所欲請求保護的申 請專利範圍之外。 1283722 【圖式簡單說明】 (一）圖式部分 第一圖係本發明第一較佳實施例之側面圖。 第二圖係本發明第一較佳實施例沿第一圖中之2 線的剖面俯視平面圖。 第三圖係本發明第一較佳實施例沿第一圖中之3 線的剖面側視圖。 第四圖係本發明第一圖中第一較佳實施例之使用 剖面視圖。（代表圖） 第五圖係本發明第一圖中第一較佳實施例之另一 狀態剖面視圖。 第六圖係本發明第二較佳實施例之側面圖。 第七圖係本發明第六圖中第二較佳實施例之使用 剖面視圖。 第八圖係本發明第三較佳實施例之使用狀態剖面 〇 第九圖係本發明第四較佳實施例之使用狀態剖面 一 2 一 3 狀態 使用 狀態 視圖 視圖 (二）元件代表符號 (1 〇)吸振裝置 (1 1 〇)第一側面 (1 1 2 )中間寬部 (1 1 3 )窄端 (1 1 5 )第二板體 (11)阻尼本體 (1 1 1 )第二側面 (1 1 4 )第一板體 (1 1 6 )支撐板 1283722 (12) 第一支撐裝置（121)第一支柱 (13) 第二支撐裝置（131)第二支柱 (2 0 )橫樑 （3 0 ) ( 3 0 ’）基礎BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration absorbing device (Vibrati〇n abs〇rber), and more particularly to a vibration absorbing device having a Damping effect to eliminate vibration energy. [Prior Art] Taiwan's position is in the stratum of the strata where earthquakes are frequent, and today's social buildings are very important for the earthquake-proof work of high-rise buildings. In the existing buildings, the main structure is mainly composed of beams and columns. If the building is subjected to vibration, the beams and columns of the main structure can withstand the influence of vibration energy, then the main body of the building will generally not collapse. The crisis exists. According to the vibration prevention work of general buildings, in addition to the reinforcement of the structure itself (that is, the stress analysis work between the beam and the column of the main structure of the building beforehand and the choice of building materials), how to effectively absorb vibrations, such as earthquakes The energy applied to the building is another effective method of vibration prevention. The damper device is one of the existing devices that have a better damping effect on buildings. For example, many high-rise buildings are equipped with a damping ball on a specific floor to effectively absorb the energy of vibration to achieve the effect of damping. The vibration damping structure of the existing building has the function of absorbing vibration energy to reduce the influence of vibration on the main body of the building, but the vibration damping structure itself is bulky, expensive, and has certain limitations. SUMMARY OF THE INVENTION The present inventors have finally developed the present invention in order to improve the problem of the 1283722 existing in the vibration absorbing device of the above-mentioned conventional building. SUMMARY OF THE INVENTION A primary object of the present invention is to provide a vibration absorbing device for a building which can improve the vibration damping effect, and the vibration absorbing device itself has a simple structure and is easy to construct to improve the problems of the existing vibration absorber. To achieve the above object, the present invention comprises: a long damper body having two narrow ends, a middle wide portion between the two ends, a first side and a first side The second side, wherein the width of the middle wide portion is wider than the width of each narrow end, and the first side of the damping body is provided with a first supporting device, which comprises a beam disposed at the middle wide portion and supporting one of the beams of the building. The first pillar, the second side of the damping body is provided with a second supporting device, which comprises two second pillars which are arranged at two narrow end positions and are arranged on a foundation such as a beam, a ground or a floor. Therefore, the specific effect achieved by the present invention is that the structural form of the damping body can have a varying moment of inertia distribution, so that the distribution of the curvature of the damping body along the variable section [Curvature] will be evenly distributed 'at this time'. When the damper body is subjected to the force of seismic transmission and reaches the undulation, the damper body as a whole can reach the undulation point at the same time, that is, the damper body can provide the maximum absorption vibration energy effect, and the length of the first support device can also be adjusted to amplify the energy dissipation effect. The section size of the first floor unit can also be changed with the position to achieve the best energy absorption state, so that the building can obtain good vibration damping effect. At the same time, the structure of the invention is simple, the construction is easy, and it can be widely installed in the beam between each floor of the building, and the vibration resistance of the building can be improved. 1283722 [Embodiment] 第一 Refer to the first figure, the As shown in the third figure, the vibration absorbing device (10) of the building of the preferred embodiment of the present invention comprises a damping body (11), a first supporting device (12) and a second supporting device (13). The damper body (1 1 ) is of a rhomboid type and has a first side (1 1 〇), a second side (111), a middle wide portion (112) and two narrow ends (1 1 3 ), wherein The middle wide portion (1 1 2 ) is located between the two narrow ends (1 1 3 ), and the width of the middle wide portion (]_丄2) is wider than the width of the two narrow ends (1 1 3), and the first side (1) 1 〇) is relative to the second side (1 1 1 ). The first supporting device (12) is disposed on the first side (1 1 0) of the damping body (1) and includes a first pillar disposed at a middle wide portion (112) of the damping body (the completion) 121), the second building (1 3) is disposed on the second side (1 1 1) of the damping body (1 1 ) and includes two points disposed at two narrow ends (1 1 3) The second pillar (1 3 1 ). Please further refer to the fourth figure, wherein the first pillar (1 2 1 ) is perpendicular to the first side (1 1 〇) of the damping body (1 1 ) and supports the building a beam (20) of the object, the second pillar (i3i) is disposed at an oblique angle with respect to the second side (1 1 1) of the damping body (1 1 ), and may be combined with a foundation (30), such as Other beams, floors or floors. Please refer to the fifth figure, wherein the vibration absorbing device (10) of the building 1283722 of the preferred embodiment of the present invention can also be used in combination in the same layer structure to make corresponding The first pillars (1 2 1 ) of the vibration absorbing device (1 〇) are integrated with each other, and the second pillars (1 3 1 ) are respectively coupled to the corresponding beam (20) or the foundation (30) Referring to the first, second and third figures, the preferred embodiment of the damping body (1 1 ) comprises a first plate (1 1 4) and a second plate (1). 1 5) and a structural form of an I-Section section of a support plate (1 16), wherein the first plate (worker 4) and the second plate (1 15) are In contrast, the support plate 6 is vertically disposed between the first plate body (ii 4) and the second plate body (the completion 5), wherein the first plate body (1 1 4) and the second plate body The outer side surface of (1 i 5 ) is the first side (1 1 〇) and the second side (1 1 1 ) of the damping body (1 1 ). The first pillar (1 2 1) and the second pillar (1 31) are preferably in the form of an I-Section section, wherein the first pillar (121) is first. The length of the first pillar (1 2 1 ) of the plate body (114) can be adjusted to enlarge the effect of energy dissipation, and the radial section size of the first pillar (1 2 1 ) can also vary with position, that is, the first One of the struts (1 2 1) has a radial cross-sectional dimension different from the other end of the radial cross-sectional dimension. Each of the second struts (131) is attached to the second plate (il5). Therefore, according to the general damping, it can be classified into Visc〇us damping, friction damping, and material damping, wherein the present invention utilizes the material of the damping body (1 1 ). Damping characteristics to achieve the effect of absorbing energy. Ϊ 283722 According to the three-point test of general material mechanics, when the younger pillar (121) and the second second to Wengui (131) exert force on the damping body (1 1 ), m = Ε· 1 ---- Ρ where Μ is the damping body (Bending m〇ment), E is the damping body (worker) Young's modulus ' 1 is the damping body (1 1 ) moment of inertia [Mo_ Of Inertia], P is the radius of curvature of the damping body (1 1 ). That is, when the distribution of the moment of inertia of the field damping body (1 work) is proportional to the distribution of the bending moment, the damping body (ii) is along the variable section. The distribution of curvature [CUrvature] will be evenly distributed. At this time, when the damping body (work 1) reaches the force of earthquake transmission and reaches the yield, the damping body (1 1 ) as a whole can simultaneously reach the point of fall [Yield p〇 Int], that is, the damping body (1 1 ) can provide the maximum absorption vibration energy effect and achieve the best energy absorption state. Please refer to the sixth and seventh figures, wherein the first pillar (1 2 1) ) is disposed at an oblique angle with respect to the first side (1 1 0 ) of the damper body (1 1 ) and can be combined On a foundation (30), such as a beam, a floor or a floor, the second pillar (1 31) is perpendicular to the second side (111) of the damping body (11) and supports a beam of the building (2) 0) 〇Please refer to the eighth figure, wherein the first pillar (1 2 1 ) is disposed perpendicular to the first side (1 1 〇) of the damping body (1 1 ) and supports a beam of the building. (20), the second pillar (131) is perpendicular to the second side surface (1 1 1 ) of the damping body (1 1 ), and may be coupled to a foundation (30,), wherein the foundation (30,) may be A 1283722. The extravagant reference to the ninth figure, where the first one is set relative to the damping body (1 i ) 1 and can be combined with a foundation (: one: face (11 〇) bevel Up, hope - 3 0 ), such as beam, ground or slab - the main (1 3 1) is relative to the damper body (1 1 ):) the face (1 1 1) is beveled and supports the building - Beam (2) The technical means of the present invention disclosed above are only for explaining the preferred embodiment of the present invention, but it does not mean that the embodiment of the present invention is limited to the above. The preferred embodiment of the present invention is not limited to the present invention by a person skilled in the art having the same or similar modifications to the technical means disclosed in the present invention. 18372 [Simplified illustration of the drawings] (1) The first part of the drawing is a side view of the first preferred embodiment of the present invention. The second drawing is the first preferred embodiment of the present invention. A cross-sectional plan view of a section along the 2 line in the first figure. Figure 3 is a cross-sectional side view of the first preferred embodiment of the present invention taken along line 3 of the first figure. Figure 4 is a cross-sectional view showing the use of the first preferred embodiment of the first embodiment of the present invention. (Representative drawing) The fifth drawing is another state sectional view of the first preferred embodiment of the first drawing of the present invention. Figure 6 is a side elevational view of a second preferred embodiment of the present invention. Figure 7 is a cross-sectional view showing the use of the second preferred embodiment of the sixth embodiment of the present invention. 8 is a view showing a state of use of a third preferred embodiment of the present invention. FIG. 9 is a view showing a state of use of a fourth preferred embodiment of the present invention. 2 to 3 state state view view (2) component symbol (1) 〇) Vibration absorbing device (1 1 〇) first side (1 1 2) middle wide portion (1 1 3) narrow end (1 1 5) second plate body (11) damper body (1 1 1) second side ( 1 1 4) First plate body (1 16) Support plate 1283722 (12) First support device (121) First pillar (13) Second support device (131) Second pillar (20) Beam (3 0 ) ( 3 0 ') basis
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