5,54124 五、發明說明（l)5,54124 V. Description of the invention (l)
(發明所屬之技術領域） 本發明係一種地震能量錶 特別是指適用於大樓、住求式，係屬於一種避震器， 換裝置。 我橋樑等建築物之地震能量轉 (先前技術） 按 量轉換 展出一 合類彈 性，而 震研究 Mahin, 究「C· 仁 1998 目前業 列幾點 ，依據 裝置分 種摩擦 簧式及 關於此 中心之1 987」 S.Tsai 」。對 界可見 缺失處 為^制特性，—般可將建築用之地震倉! 二I 4頁式及滑動式兩種，然而目前業界香 +承式之避震裝置，此種避震裝置是1 =動式避震裝置之特點，兼具有二者之特 面之研究最早出現於U.C. Berkeley之Λ 報 σ V· Zagas· S· S· Low and S. Α· 。本案發明人亦在國内外發表了相關之研 ，; C· S· Tsai 1 997;蔡崇興、黃季 於此種避震裝置之原理知之甚詳，因此深# 之此種避震裝置的弊病，概括而論，其有1(Technical Field to which the Invention belongs) The present invention relates to a seismic energy meter, and particularly to a type suitable for a building and a living room. The seismic energy transfer (previous technology) of bridges and other buildings exhibited a class of elasticity by volume conversion, and the study of earthquakes Mahin, "C · Ren 1998 current points, according to the device is divided into friction spring type and about this Center No. 1 987 "S.Tsai". The missing part of the boundary is ^ system characteristics, which can generally be used in the construction of the seismic warehouse! Two I 4 page type and sliding type, but the current industry + bearing type shock absorber, this type of shock absorber is 1 = The characteristics of the dynamic suspension device, and the characteristics of both, first appeared in the Λ report σ V · Zagas · S · S · Low and S. Α · of UC Berkeley. The inventor of this case has also published related research at home and abroad; C · S · Tsai 1 997; Cai Chongxing and Huang Ji know the principle of this kind of suspension device well, so the disadvantages of such a suspension device in deep #, In a nutshell, it has 1
μ > •目刖可見之摩擦單擺支承式能量轉換裝置，因結構 :又计不當，所以組成之各元件是採上下靠貼形態，其間無 法聯接而呈各自獨立，因此在地震的過程中如果產生上昇 作用時（尤其是在樓房之邊柱最容易產生此種現象），則整 組避震裝置之元件會產生分離情形，而使得避震裝置之機 制功能失去效應，甚至造成建築物之破壞。 2·習見之摩擦單擺支承式能量轉換裝置，應用在斷層 帶附近時，因相對位移太大而致難以應用，甚至失效而危μ > • Friction single pendulum support type energy conversion device can be seen at present, because the structure: and improper calculation, so the components of the composition are in the form of top and bottom, which cannot be connected and are independent, so during the earthquake process If there is an ascending effect (especially on the side pillars of a building), the components of the entire set of suspension devices will be separated, causing the mechanism functions of the suspension devices to lose their effect, and even cause the damage. 2. The conventional friction single pendulum-supported energy conversion device, when applied near the fault zone, is difficult to apply due to the relative displacement and is even dangerous due to failure.
第5頁 554124 1 1 發明說明（2) 及建築物之安全 3. S見之摩擦單擺支承式量轉換 寇齡氧够备親dbmi '置*戶斤需的製作過 程較為繁複費時，因此不符合經濟效益。 眾邗過 (内容） —本發明係屬於一種避震器，特別是指適用於 乇或橋樑等建築物之地震能量轉換裝£，本發明 極精巧之機構組成一具有滑動及耦勤鏢嬙 特點疋 娘驻里A 4 ^月勁及擺動雙機制作用之能量轉 、、，使八避震效能更加提升，以達到經濟實用而又& 保障建築物之安全之功效。 滑貫用而又肥 (實施方式） «皮f 圖斤不，本發明主要包含有基座1 〇、 載座20、滑動塊30及彈簧80等構件，該基座1〇及載座2〇可 為方形、長方形、菱形、圓形、橢圓形或多邊形之形萍， 於基座10之頂面及載座20之底面中央分別形成一圓形;^狀 凹面之α動槽1 1及2 1，於二滑動槽之間置設滑動塊3 〇，該 滑動塊30是由上滑塊31、下滑塊32及承接體”所構成，上 滑塊31之頂面及下滑塊32之底面以與滑動槽21、η等徑形 成弧突面、，使其得與滑動槽21、u緊密貼靠而可順利滑動 ，而於上滑塊3 1之底面及下滑塊3 2之頂面則分別形成半球 凹陷面之容置槽311及321，於二容置槽3Π、321間則容置 一球形之承接體33，以此組成之地震能量轉換器得由基座 1 0以螺栓或地栓鎖固於建築物之地基上，而載座2 〇則鎖固 於建築物之柱底，藉由基座1〇及載座2〇之滑動槽U、21呈 圓形旅狀之設計，使滑動塊30滑動過程蓄積位能，讓滑動Page 5 554124 1 1 Description of the invention (2) and the safety of the building 3. The friction single pendulum support type seen in S. The amount of Kou oxygen is enough to prepare the dbmi 'home * household catties. The production process is complicated and time-consuming, so In line with economic benefits. Everyone ’s content (content) — The present invention belongs to a kind of shock absorber, and particularly refers to seismic energy conversion equipment suitable for buildings such as bridges or bridges. The extremely sophisticated mechanism of the present invention is composed of a sliding and coupling dart. The energy transfer of A 4 ^ month strength and swinging mechanism of the maiden garrison makes the eight shock absorbing performance more efficient, so as to achieve economical and practical and & guarantee the safety of the building. Sliding through and fat (Embodiment) «Picture f No. The present invention mainly includes components such as a base 10, a carrier 20, a sliding block 30, and a spring 80. The base 10 and the carrier 2 It can be square, rectangular, rhombic, circular, oval or polygonal, and a circular shape is formed on the top surface of the base 10 and the center of the bottom surface of the carrier 20; α-shaped concave grooves 1 1 and 2 1. A sliding block 30 is placed between the two sliding grooves. The sliding block 30 is composed of an upper slider 31, a lower slider 32, and a receiving body. The top surface of the upper slider 31 and the bottom surface of the lower slider 32 are formed by Form an arc surface with the same diameter as the sliding grooves 21 and η so that they can closely contact the sliding grooves 21 and u and can smoothly slide, while the bottom surface of the upper slider 31 and the top surface of the lower slider 32 are respectively The receiving grooves 311 and 321 forming a hemispherical recessed surface, and a spherical receiving body 33 are accommodated between the two receiving grooves 3Π and 321. The seismic energy converter composed of this can be bolted or grounded by the base 10 It is fixed on the foundation of the building, and the carrier 20 is locked on the bottom of the pillar of the building. The sliding grooves U, 21 of the base 10 and the carrier 20 form a circular travel. The design process of sliding the slide block 30 is accumulated potential energy, so that the slide
554124 五、發明說明（3) ----- 塊3 0於滑移後能順利復位，又，該滑動塊3 〇以上、下滑塊 31、32以半圓弧凹陷之容置槽3Π、321容置結合一球狀承 接體33之設計，上滑塊31及下滑塊32可以用彈簧8〇連接， 得增加消震之功能。 圖四及圖五係本發明使用於房屋或橋樑建築物時之示 意圖，如圖四所示避震器之載座2〇與房屋4〇之柱子41的底 部鎖合，而基座10則鎖固於地基形成之地下室42之基面上 :而如圖五，地震能量轉換器之載座2〇係鎖固於橋樑5〇之 大樑53底面’而基座1〇則鎖固於深埋於地基52之橋墩η頂 面，藉此組設以達消能防震之功能者。 一如圖六至圖十五所示則為本發明之地震能量轉換器結 構兀件的各種變換實施例，如圖六所示，基座丨〇與載座2 〇 的形態不變，而滑動塊30之上滑塊31及下滑塊32則形成半 球體狀，而承接體33則呈柱狀形態，於頂、底形成半球凹 陷面之容置槽331，讓半球形態之上、下滑塊31、32得分 別容置於二容置槽331内，而上滑塊31頂面及下滑塊32之 底面則形成與滑動槽21、U等弧徑之弧狀面，使其得與滑 動槽21、11呈緊密貼靠而可順利滑動者。圖七所示則是該 滑動塊30僅以上、下滑塊31、32構成，上滑塊31為與圖六 所不上滑塊3 1相同之半球體形態，而下滑塊32則呈柱狀， 於頂面形成半球凹陷面之容置槽321以容置上滑塊31，而 ^面則形成與滑動槽11等弧徑之弧突面，以與滑動槽丨丨緊 密貼罪。圖八所示則是將滑動塊3 〇設計以上、下滑塊3 ι、 32之間固接一橡膠或彈簧製品之承接體33 ;另如圖九所示554124 V. Description of the invention (3) ----- The block 30 can be reset smoothly after sliding, and the slide blocks 30 and above, the lower sliders 31 and 32 are recessed in semicircular arcs to accommodate the grooves 3Π and 321. The housing is combined with a design of a spherical receiving body 33, and the upper slider 31 and the lower slider 32 can be connected by a spring 80, so that the function of damping can be increased. Figures 4 and 5 are schematic diagrams of the present invention when it is used in a house or a bridge building. As shown in Figure 4, the base 20 of the shock absorber is locked with the bottom of the pillar 41 of the house 40, and the base 10 is locked. It is fixed on the base surface of the basement 42 formed by the foundation: as shown in Figure 5, the carrier 20 of the seismic energy converter is locked to the bottom surface of the beam 53 of the bridge 50 and the base 10 is locked to the deep buried The top surface of the bridge pier η of the foundation 52 is set up to achieve the function of dissipating earthquakes. As shown in Figs. 6 to 15, various embodiments of the structural elements of the seismic energy converter of the present invention are shown. As shown in Fig. 6, the shapes of the base 丨 0 and the carrier 2 〇 are unchanged, and they slide. The upper slider 31 and the lower slider 32 of the block 30 are formed in a hemispherical shape, and the receiving body 33 is in the shape of a column, and the receiving grooves 331 of the concave surface of the hemisphere are formed at the top and the bottom, so that the upper and lower sliders 31 of the hemisphere form. And 32 can be respectively accommodated in the two receiving grooves 331, and the top surface of the upper slider 31 and the bottom surface of the lower slider 32 form arc-shaped surfaces with arc diameters such as the sliding grooves 21 and U, so that they can be connected with the sliding grooves 21 , 11 are in close contact and can slide smoothly. Figure 7 shows that the sliding block 30 is composed of only the upper and lower sliders 31 and 32. The upper slider 31 is in the same hemispherical shape as the upper slider 31 in Figure 6 and the lower slider 32 is columnar. A receiving groove 321 with a hemispherical recessed surface is formed on the top surface to receive the upper slider 31, and an arc surface with an arc diameter equal to the sliding groove 11 is formed on the upper surface to closely adhere to the sliding groove. As shown in Figure 8, a rubber or spring bearing body 33 is fixed between the design of the sliding block 30 and the lower slider 3 ι, 32; the other is shown in Figure IX.
第7頁 554124 五、發明說明（4) =是將滑動塊3〇設計成一單體柱狀形態，其頂、 ί:制而於基座10底面及載座20頂面分別接合-Ϊ橡膠： 彈簧製品之下、上支撐墊7〇及6〇 :動糊採上、下滑塊31、32組合之設計十；：、=將 $部f接形成-半球狀柱形態之承接體33，而下；塊3彳 :央則形成一半球凹陷面之容置槽321以與上滑塊31 ^接體33接合。再如圖十一所示則載座20是為平柄， nm°固接成一體’其餘之構件包括下滑塊32、 圖、基座10及彈簧8〇皆與圖-之組構-樣，又，如 =十二所示者類似圖三’其中承接體3 : 形玻fίf 凹陷面為半圓球、半*圓球或蛋 :球體表面之一部份，#圖十三所示者與圖六類似，复： 、下滑塊31、32為半圓球、半橢圓球或蛋 ^ 二 :；置Π1為半圓球、半擴圓球或蛋形球體之表面 圓球、ί橢圓球：Ϊ不者與圖七類似，其中上滑塊31為半 m 東或蛋形球體之一部份，而容置槽321為主 =圖：：：球或蛋形球體之表面的-部份，圖十五所示 球體之一部二承接體33為半圓球、半橢圓球或蛋形 球體之表面的一‘置槽3且21右气半圓球、半橢圓球或蛋形 種組合方式，具有相同之避震效果。上述之各 列可以互換及基座1b°、載座20及滑動塊3°之位置排 者，在滑動槽u夹^可t到同樣之避震功能。另 承接體33之表面及下滑塊31、32之表面、 及谷置槽311、321、331之表面塗有、貼Page 7 554124 V. Description of the invention (4) = The sliding block 30 is designed as a single columnar shape, and its top and bottom are made on the bottom surface of the base 10 and the top surface of the carrier 20, respectively.-Rubber: Bottom of spring products, upper support pads 70 and 60: design of the combination of upper and lower sliders 31 and 32 ;; == connecting $ section f to form a receiving body 33 in the shape of a hemispherical column, and lower Block 3 彳: The central part forms a receiving groove 321 of a concave surface of the hemisphere to be engaged with the upper slider 31 and the connecting body 33. As shown in FIG. 11, the carrier 20 is a flat handle, and the nm ° is fixedly integrated into one body. The remaining components include the lower slider 32, the figure, the base 10 and the spring 80. In addition, as shown in the figure twelve, it is similar to FIG. 3, in which the receiver 3: shaped glass fίf The concave surface is a semi-sphere, semi- * sphere or egg: a part of the surface of the sphere, # FIG. Six similar, complex:, the lower sliders 31, 32 are semi-spheres, semi-ellipsoids or eggs ^ 2 :: set Π1 as a semi-sphere, semi-expanded or egg-shaped surface ball, ellipsoid: not Similar to FIG. 7, in which the upper slider 31 is a part of a half m east or egg-shaped sphere, and the receiving groove 321 is mainly a part of the surface of the ball or egg-shaped sphere, FIG. 15 One of the spheres shown, the two receiving bodies 33 are semi-spheres, semi-ellipsoids, or egg-shaped spheres with a groove 3 and 21 on the surface of the right gas semi-sphere, semi-ellipsoid, or egg-shaped combination. Earthquake effect. The above-mentioned columns can be interchanged and arranged at the position of 1b ° of the base, 20 ° of the carrier and 3 ° of the sliding block, and the same shock-absorbing function can be obtained by clamping in the sliding groove u. In addition, the surface of the receiving body 33 and the surfaces of the lower sliders 31 and 32 and the surfaces of the valley grooves 311, 321, and 331 are coated and pasted.
第8頁 5,54124 五、發明說明（5) 有或鍍有耐磨及助滑之材料以增加避震功能。 藉由前述構成 昇其原有之機制效 構極為精簡，故製 以，由此可見本發 效益，堪稱為一^ 提出專利申請。 設計完成之地震能 能，使建築物之安 作與安裝更簡易， 曰月確實具有功效增 用之改良發明，符 量轉換器，得確保提 王無虞，且又因其結 大幅節省其成本，是 進之處，且符合經濟 合專利要件，爰依法Page 8 5,54124 V. Description of the invention (5) Wear-resistant and slip-resistant materials are added or plated to increase the shock absorption function. With the foregoing structure, the original mechanism is extremely streamlined, so the system can be seen from the benefits of this development, which can be called a patent application. The designed seismic energy can make the building easier to install and install. Yueyue does have an improved invention for increasing efficiency. The sign-to-volume converter can ensure that the king is invincible, and its cost is greatly saved due to its knot. , Is the place to go, and meets the economic and patent requirements, convert to law
第9頁 554124 圖式簡單說明 圖一係本發明結構分解圖； 圖=係本發明組成型態立體圖； 圖一係本發明組成型態之剖面圖； 圖四係本發明裝設於房屋建築物之示意圖； 圖五係本發明裝設於橋樑建築物之示意圖； 圖六至圖十五係本發明結構變換實施例圖。 圖號說明： 1 2、2 2螺栓孔 3 0滑動塊 32下滑塊 11、2 1滑動槽 40房屋 4 2地下室 5 1橋墩 53大樑 70下支撐墊 黏彈性體、鉛心橡膠支承墊 331容置槽 10基座 20載座 31上滑塊 33承接體 311 ^ 321 41柱子 50橋樑 52地基 6 0上支撐墊 80彈簧、疊層橡膠支承墊Page 9 554124 Brief description of the drawings Figure 1 is an exploded view of the structure of the present invention; Figure = is a perspective view of the composition type of the present invention; Figure 1 is a sectional view of the composition type of the present invention; Figure 4 is the invention installed on a building Fig. 5 is a schematic diagram of the present invention installed on a bridge building; Figs. 6 to 15 are diagrams of structural transformation embodiments of the present invention. Description of drawing number: 1 2, 2 2 bolt holes 3 0 slide block 32 lower slider 11, 2 1 slide groove 40 house 4 2 basement 5 1 bridge pier 53 beam 70 support pad viscoelastic body, lead rubber support pad 331 accommodate Slot 10 Base 20 Carrier 31 Upper slider 33 Bearing body 311 ^ 321 41 Pillar 50 Bridge 52 Foundation 6 0 Support pad 80 Spring, laminated rubber support pad
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