1261081 九、發明說明： 【發明所屬之技術領域】 本發明係有關於一種阻尼器之安裝機構（一），尤 其是指一禕於建築物之各角隅予以組設有立體菱形消 能機構，直在該立體菱形消能機構内組設有阻尼器， 以於地震戒強風作用造成該建築物產生搖晃時，能利 用該立體菱形消能機構將該搖晃能量予以有效的消能 減振，而增加建築物在使用上之安全性的阻尼器之安 裝機構創新設計者。 【先前技術】 按，隨著地球上人口的越來越多，使得適合人類 所生活、廣住的空間越來越小，到處顯得地狹人稠， 也因此，拜工業發達、科技進步之賜，各式各樣的建 築物即越建越尚，到處顯得高樓林立，以求能有效解 決日益增多之人口的生活、工作及居住......等問題。 其中，如第十一圖所示的高樓建築物，若係建造 於地震帶區域’當受到地震影響而遭破壞時，一樓的 柱子上、下端為破壞最明顯之處〔如第十二圖所示〕， 為加強此等建築物的防震能力，傳統的方式如第十二 圖所示設於對角方向的阻尼器作為消能裝置，此種安 裝方式之缺點為空間限制相當大，所以不是理想的= I261〇8i =之相對角位移。請參閲第十四〜十六圖所示，為各 種型式之齡受震而破壞時之情形，從圖中可以很明 _得知在破壞過程中，均在角隅出現裂縫，使建築物 的安全大幅降低’甚至造成無可挽回的損失及意外。 故’從防震消此的角度觀之，如何確保角隅在破 ，過程中不會形成破壞點，是相t重要的課題，尤其 I挑局的建梁物更是如此。 而第十七圖所示者，係一般挑高建築物的角隅加1261081 IX. Description of the Invention: [Technical Field] The present invention relates to a mounting mechanism (1) for a damper, and more particularly to a three-dimensional diamond-shaped energy dissipating mechanism assembled at each corner of a building. A damper is arranged directly in the three-dimensional diamond energy dissipating mechanism, so that the shaking energy can be effectively dissipated and damped by the three-dimensional diamond energy dissipating mechanism when the earthquake or strong wind acts to cause the building to shake. An innovative designer of mounting mechanisms for dampers that increase the safety of buildings. [Prior Art] According to the increasing population on the earth, the space suitable for human beings to live and live is getting smaller and smaller, and it seems to be narrow and thick everywhere. Therefore, thanks to the development of industry and the advancement of science and technology. All kinds of buildings are built more and more, and there are high-rise buildings everywhere, in order to effectively solve the problems of the living, working and living of the growing population. Among them, if the high-rise buildings shown in Figure 11 are built in the seismic zone area, when the earthquake is damaged, the upper and lower ends of the pillars on the first floor are the most obvious damages (such as the twelfth As shown in the figure, in order to strengthen the earthquake-proof capacity of these buildings, the traditional method is as shown in Figure 12, which is located in the diagonal direction of the damper as an energy-dissipating device. The disadvantage of this type of installation is that the space limitation is quite large. So it is not ideal = I261〇8i = relative angular displacement. Please refer to the fourteenth to sixteenth figures. When the age of various types is damaged by the earthquake, it can be clearly seen from the figure that it is known that cracks occur in the corners during the destruction process. The safety has been greatly reduced' even causing irreparable damage and accidents. Therefore, from the point of view of earthquake prevention, how to ensure that the corners are broken and not to form a point of failure in the process is an important issue, especially in the case of I. And the one shown in the seventeenth figure is the corner of the building.
矣方法，主要是在樑、柱的角隅處固接有斜支架⑵， ^種斜支架⑵只有IU定仙，完全無法消能。故有第 八圖所示，將此斜支架（2)以阻尼器（3)代替；然而， =相對的兩阻尼器⑶的上、下固定點（31)、（32)在受 時，相對變位小，作用小，使得阻尼器（3)的功能無 /有效發揮，亦即無法真正達到所需的消能與防震之 目的。 【發明内容】The sputum method is mainly to fix the oblique bracket (2) at the corner of the beam and the column, and the slanting bracket (2) is only IU xianxian, and it is completely unable to dissipate energy. Therefore, as shown in the eighth figure, the diagonal bracket (2) is replaced by a damper (3); however, the upper and lower fixed points (31) and (32) of the opposite two dampers (3) are time-dependent and relatively The displacement is small and the effect is small, so that the function of the damper (3) is not/effectively exerted, that is, the desired energy dissipation and shockproof purposes cannot be achieved. [Summary of the Invention]
本發明阻尼器之安裝機構（一），其主要係於建築 ，，角隅組設有立體菱形消能機構，且在該立體菱形 肖月^機構垂直對角之兩相對應連桿間設有阻尼器，於 未f力之正常情況下該立體菱形消能機構恰呈一平衡 =態，而當地震發生或強風作用造成建築物產生搖晃 日、，該立體菱形消能機構之各支桿的變位可以配合阻 f器之作用，達到真正有效的消能減震功效，進而更 月匕確保建築物之使用安全性者。 本發明阻尼器之安裝機構（一），其亦可於該立 6 :尼in機構水平對角連結設置有彈性元件，使得該 的回二t動變位後’可由遭拉長之彈性元件所具有 立執焚干件文到外力產生變形之目的，而防止該 定=形消能機構受損、毀壞，並能增加其使用之穩 【實施方式】 首，，睛參閱第一〜四圖所示，本發明主要係設 立體菱形消能機構（1)，該立體菱形消能機構（1)分 別由^支相對應之支桿⑴）活動樞設組成兩相對應之 平面菱形體’且於該由支桿⑴）所植設組成兩平面菱 开y體水平方向之兩相對應端角皆亦相互樞設連結，而 其垂直方向之兩相對應端角則以連桿（12)相互連結組 設，並於該連桿（12)間連設有阻尼器（13)，該阻尼器 (13)可為不同型式之線性或非線性阻尼器，亦可為黏 彈性或液流阻尼器，再令該立體菱形消能機構（丨）水平 之兩端角分別利用樞接座（14)組設在建築物樑柱接合 處之角隅内。 另，本發明之立體菱形消能機構（1)，其不僅可利 用樞接座（14)組設在建築物單一樑柱接合處之角隅内 〔如第四圖所示〕，且亦能視建築物之負重與受力之不 同，而將該立體菱形消能機構（1)組設在建築物之跨間 處〔如第五圖所示〕或相對應之數角隅内〔如第六圖 所示〕；另，該立體菱形消能機構（1)亦能在水平方向 之兩相對端角間連結設有诸如拉伸彈黃之彈性元γ牛 1261081 (15)〔如第七〜九圖所示〕。 ^如此一來’當建築物受地震或強風作用而產生搖 晃時’隨著建築物的位移而使該立體菱形消能機構（1) 之各支桿（11)角度也跟著改變〔如第十圖所示〕，藉 此’利用立體菱形消能機構（1)之菱形水平及垂直對角 線之間變位的差異性，可以放大該菱形之垂直對角線 上之阻尼器（13)的相對變位，即垂直對角線長度大於 f平對角線之長度，則該立體菱形消能機構（1)之兩側 端點間的變位小於上、下兩端點間的相對變位，且恰 好在上、下兩端間組設有阻尼器（13)，則此放大的相 對變位即利用安裝之阻尼器發揮消能減震之功能。 而於立體菱形消能機構〇)内所組設的彈性元件 05)可於立體菱形消能機構受拉〔或壓〕伸長〔縮 短〕後，受壓〔拉〕的阻尼器（13)可由被伸長〔縮短〕 的彈性元件（15)之能量釋放，促使阻尼器（13)恢復原 長度，並連動整個立體菱形消能機構（1)亦恢復原形 狀。 藉由以上所述，該元件之組成與使用實施說明可 知，本發明與習用相較之下，由於本發明之立體菱形 消能機構於垂直方向兩端角間設有阻尼器，使得其能 達到大幅增加相對變位幅度之目的，同時令阻尼器之 消能、減震效果亦一併增加，而可確保該建築物之使 用安全性。 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 1261081 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。 1261081 【圖式簡單說明】 第一圖··本發明之立體結構圖 第二圖··本發明之正視圖 第二圖：本發明之俯視圖 f四圖··本發明之裝麟角_前視平面圖卜） ί五圖：本發明之裝設於跨間的前視平面圖 /、圖·本發明之裝設於角隅的前視平面圖（二) 七圖.本發明之另一實施例立體結構圖 二八圖·本發明之另一實施例正視圖 第九圖··本發明之另一實施例俯視圖 第十圖：本發明之受力變位示意圖 第十一圖··習用建築物之結構示意圖 ^十：圖·習用建築物之結構破壞模式示意圖 弟十三圖：習用建築物之防震結構示意圖 第十四圖··習用建築物之角隅破壞狀態示意圖 (一） 第十五圖：習用建築物之角隅破壞狀態示意圖 ^ (二） 第十六圖：習用建築物之角隅破壞狀態示意圖 (三） ，十七圖·習用建築物之角隅加強結構示意圖 第十八圖·習用建築物之角隅加裝組阻尼器結構 不意圖 10 1261081 【主要元件符號說明】 (1) 立體菱形消能機構 (11) 支桿 (12) 連桿 (13) 阻尼器 (14) 柩接座 (15) 彈性元件 (2) 斜支架 (3) 阻尼器 (31) 上固定座 (32) 下固定座 11The mounting mechanism (1) of the damper of the present invention is mainly for the building, and the corner sill group is provided with a three-dimensional diamond-shaped energy dissipating mechanism, and is disposed between two corresponding connecting rods of the vertical diagonal of the three-dimensional diamond shape The damper, in the normal condition of the unf force, the three-dimensional diamond-shaped energy dissipating mechanism is in a state of balance = state, and when the earthquake occurs or the strong wind acts to cause the building to shake, the struts of the three-dimensional diamond-shaped energy dissipating mechanism The displacement can cooperate with the action of the resistance device to achieve a truly effective energy dissipation and shock absorption function, and further ensure the safety of the building. The mounting mechanism (1) of the damper of the present invention can also be provided with an elastic element at a horizontal diagonal connection of the vertical lining mechanism, so that the elastic element can be stretched by the elastic element after the second traverse displacement It has the purpose of deforming the dry-worked parts to the external force, and prevents the fixed-shaped energy-dissipating mechanism from being damaged and destroyed, and can increase the stability of its use. [Embodiment] First, the eyes refer to the first to fourth figures. The invention mainly comprises a body-shaped energy dissipating mechanism (1), wherein the three-dimensional diamond-shaped energy dissipating mechanism (1) is respectively erected by two corresponding struts (1) to form two corresponding flat rhombic 'and The two corresponding end angles of the horizontal plane of the two planes of the struts (1) are also pivotally connected to each other, and the corresponding end angles of the vertical direction are connected by the connecting rods (12) a damper (13) is disposed between the connecting rods (12), and the damper (13) can be a different type of linear or non-linear damper, or a viscoelastic or liquid damper. Then, the ends of the three-dimensional diamond-shaped energy dissipating mechanism (丨) are respectively pivoted (14) provided in the group corner joint beam of the building. In addition, the three-dimensional diamond energy dissipating mechanism (1) of the present invention can be assembled not only in the corners of the joint of the single beam and column of the building by the pivoting seat (14) (as shown in the fourth figure), but also Depending on the load and stress of the building, the three-dimensional diamond-shaped energy dissipating mechanism (1) is grouped at the inter-span of the building (as shown in Figure 5) or the corresponding number of corners (eg In the sixth figure, the three-dimensional diamond-shaped energy dissipating mechanism (1) can also be connected with two elastic elements such as tensile elastic yellow γ 126181 (15) between the two opposite end angles in the horizontal direction (such as seventh to nine) Figure shows]. ^ As a result, when the building is shaken by earthquake or strong wind, the angle of each strut (11) of the three-dimensional diamond-shaped energy dissipating mechanism (1) changes with the displacement of the building (such as the tenth As shown in the figure, by using the difference between the horizontal and vertical diagonals of the diamond-shaped energy dissipation mechanism (1), the relative damper (13) on the vertical diagonal of the diamond can be enlarged. The displacement, that is, the length of the vertical diagonal line is greater than the length of the flat diagonal of the f, the displacement between the two end points of the three-dimensional diamond-shaped energy dissipation mechanism (1) is smaller than the relative displacement between the upper and lower ends. And a damper (13) is arranged between the upper and lower ends, and the enlarged relative displacement is the function of energy dissipation and shock absorption by using the installed damper. The elastic element 05) assembled in the three-dimensional diamond-shaped energy dissipating mechanism can be subjected to tensioning or shortening after the three-dimensional diamond-shaped energy dissipating mechanism is tensioned (shortened), and the damper (13) subjected to pressure pressing can be The energy release of the elongated (shortened) elastic element (15) causes the damper (13) to return to its original length and interlocks with the entire three-dimensional diamond-shaped energy dissipating mechanism (1) to restore its original shape. According to the composition and the implementation description of the component, the present invention is compared with the conventional one, and the three-dimensional diamond-shaped energy dissipating mechanism of the present invention is provided with a damper between the opposite ends of the vertical direction, so that it can reach a large extent. The purpose of increasing the relative displacement range is to increase the energy dissipation and damping effect of the damper to ensure the safety of the building. In summary, the embodiments of the present invention can achieve the expected use efficiency, and the specific structure disclosed therein has not been seen in the same kind of 1261081 products, nor has it been disclosed before the application, and has completely complied with the patent law. The regulations and requirements, the application for invention patents in accordance with the law, and the application for review, and the grant of patents, are truly sensible. 1261081 BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of the present invention. FIG. 2 is a front view of the present invention. FIG. 4 is a plan view of the present invention.平面图 图 : : : : : : : : : : : : : : : : : : : : : : : : : 前 : 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前 前FIG. 28 is a front view of another embodiment of the present invention. FIG. 11 is a top view of another embodiment of the present invention. FIG. 11 is a schematic view showing the force displacement of the present invention. FIG. Schematic diagram: Fig. 10: Diagram of the structural failure mode of the conventional building. Figure 13: Schematic diagram of the anti-seismic structure of the conventional building. Figure 14: Schematic diagram of the corner destruction state of the conventional building (1) Figure 15: Conventional Schematic diagram of the corner failure state of a building ^ (2) Figure 16: Schematic diagram of the corner damage state of a conventional building (3), 17th figure · Corner of a conventional building reinforced structure diagram 18th figure Corner 隅 add group damper Structure not intended 10 1261081 [Description of main component symbols] (1) Stereo diamond energy dissipating mechanism (11) Strut (12) Connecting rod (13) Damper (14) Clamping seat (15) Elastic element (2) Oblique bracket (3) Damper (31) Upper mount (32) Lower mount 11