A7 經濟部智慧財產局員工消費合作社印製A7 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs
五、發明說明（2 ) 的V子狀配置或同{3圖的傾斜配置。V. Invention description (2) The V-shaped configuration or the inclined configuration of {3).
Jit.其中，如第13a圖所示，鋼製中心轴力構件1因地 震承受拉力時，如同c圖所示鋼製防壓曲構件2會增長。此 時，由於鋼性防壓曲構件2的軸剛性與阻尼材3相較是遠為 尚了，該鋼製防壓曲構雙2幾乎不產生軸變形。該結果， #接於鋼製中心轴力構件1兩側之阻尼材3係產生同b圖那 樣的剪切變形。亦即，阻尼材3的剪切變形在中央部係零 ，再者由於兩端部的煎切變形量係鋼製中心軸力構件玉的 增長量之一半，剪切變形量全盤來說並不多，該結果，藉 阻尼材3的減震效果與後述的本發明相較就少。 發明之宣告 本發明係解決前述習知的課題，實現成本廉價而且面 對大、中、小的地震或強風有降低振動效果之減振構件作 為目的纟於有機結合習知的（工）彈塑性阻尼器與（打）枯 彈性阻尼器能活用兩者的優點，克服缺點。換言之，由於 ^述（I )的播壓曲及絕緣材作為前述（n)㈣彈性阻尼 益兼用之’可比各自分別製作還要廉價，耐震性也可快速 的提高。 為達成前述目的與優越的耐震性能，有關於本發明的 第特徵係彈塑性及招彈性阻尼器之一體化減振構件，在 鋼氣中心軸力構件1之外侧填充阻尼材3，將該阻尼材3的 卜側以第1鋼製防壓曲構件23蓋上更且在該第工鋼製防壓曲 構件2&的外側填充阻尼I，以第2鋼製防壓曲構㈣蓋上 〜阻尼材3之外侧，固定該第峰製防邀曲構件以的一端與 本紙張尺度刺㈣@^^(CNS)A4規格· 297公釐） 五、發明說明（3 ) 鋼製中心軸力構件1的—端，固定於«2鋼製防壓曲構件 2b的一端與鋼製中心軸力構件1之另外的-端’該第！的鋼 製防壓曲構件2a與該第2鋼製防壓曲構㈣係透過阻尼材3 點彈性地接觸作為特徵。 本發明之第二特徵雙前述鋼製中心軸力構件丨與前述 第鋼氣P方壓曲構件2a及第2鋼製防壓曲構件2b之斷面係由 平板構成，阻尼材3係分別以平板狀的填充於該鋼製中心 軸力構件1及第1鋼製防壓曲構件2&之間的空間和該鋼製中 心軸力構件1及第2鋼製防壓曲構㈣之間的&間作為特徵 〇 本發明之第三特徵係前述鋼製中心軸力構件丨及前述 第1鋼製防壓曲構件〜之斷面係由平板構成，該鋼製中心 韩力構件1及第1鋼製防壓曲構件2&之間的空間及在填充於 周圍的阻尼材3之外侧，第2鋼製防壓曲構㈣係矩形斷面 的配置作為特徵。 /本發明之第四特徵係前述鋼製中心軸力構们的兩端 部係固定斯面十字型的鋼材作為特徵。 本發明之第五特徵係在前述嶋巾㊃力構件i及前 述第1鋼製防壓曲構件2a的端部和鋼製中心軸力構件1的另 外之端部及第2針製防壓曲構件21?係分別固定鋼板作為特 徵。 本發明之第六特徵係在前述第2鋼製防壓曲構件㉑的 外侧進-步驟填充阻尼|3’以第3鋼製防壓曲構攸蓋上 該阻尼材3的外侧作為特徵。 經濟部智慧財產局員工消費合作社印製 A7 ______B7 ____ 五、發明說明（4) 圖式之簡單說明 第la圖、第lb圖係有關本發明之第1實施例的減振構 件之概念圖’第1 (c)圖係有關於第1、第2實施例的阻尼材 之變形分布圖_二 第2圖係有關本發明$第2實施例的減振構件之概念圖 〇 第3a圖係有關於本發明的第1實施例減振構件元斜視 圖’第3b圖係其使用例的配置說明圖。 第4圖係有關本發明第2實施例減振構件之侧面圖與平 面圖。 第5圖係第4圖之C—C斷面圖。 第6a圖係第4圖之B —B斷面圖，第6b圖係第4圖之D — D斷面圖。 第7圖係第4圖之A—A斷面圖。 第8a圖係有關第3實施例減振構件之側面圖，b、e、d 係同a圖之D — D ’ E—E，F — F斷面圖。 舫9a、9b、9c、9d圖係有關本發明之實施例減振構件 之使用例的配置說明圖。 第1 Oa係有關第3實施例減振構件之斜視圖，b係其使 用例之配置說明圖。 第11圖表示依本發明的減振構件與習知例的減振構件 之減振效果比較圖。 ， 第12a ' b圖係將彈-性阻尼器與粘彈性阻尼器之地震 能量以面積表示之圖。 1本紙張尺度適用中關家標準（CNS)A4規格（210 X 297公复) ' (請先閲讀背面之迮意事項再填寫本頁)Jit. Among them, as shown in Fig. 13a, when the steel central axial force member 1 receives a tensile force due to the earthquake, the steel buckling preventing member 2 increases as shown in Fig. C. At this time, since the rigidity of the steel buckling-preventing member 2 is far more rigid than that of the damping material 3, the steel buckling-preventing structure double 2 hardly causes axial deformation. As a result, the damping material 3 connected to both sides of the steel central axial force member 1 has a shear deformation similar to that shown in b. That is, the shear deformation of the damping material 3 is zero in the central portion. Furthermore, since the amount of frying deformation at both ends is one and a half of the growth amount of the steel central axial force member jade, the shear deformation amount is not overall. As a result, the damping effect of the damping material 3 is smaller than that of the present invention described later. Announcement of the invention The present invention is to solve the above-mentioned conventional problems, to realize a vibration-damping member that is inexpensive and has the effect of reducing vibration in the face of large, medium, and small earthquakes or strong winds. The purpose is to organically combine the conventional (industrial) elastoplasticity. The damper and the (dash) dry elastic damper can make full use of the advantages of both to overcome the disadvantages. In other words, since (I) the rolling and bending material and the insulating material as the (n) ㈣ elastic damping combined use can be cheaper than making them separately, the shock resistance can also be rapidly improved. In order to achieve the aforesaid object and superior shock resistance, there is an integrated vibration damping member of the elastoplastic and elastic damper of the first characteristic system of the present invention. A damping material 3 is filled on the outer side of the steel gas center axial force member 1 and the damping is performed. The side of the material 3 is covered with the first steel buckling preventing member 23 and the outside of the second steel buckling preventing member 2 & is filled with a damping I, and the second steel buckling preventing structure is covered ~ On the outer side of the damping material 3, one end of the first peak anti-inviting member is fixed to the size of the paper @ ^^ (CNS) A4 size · 297 mm) 5. Description of the invention (3) Steel central axial force member The one end of 1 is fixed to «2 one end of the steel buckling preventing member 2b and the other -end of the steel central axial force member 1 'this! It is characterized in that the steel buckling preventing member 2a and the second steel buckling preventing structure are elastically contacted at three points through the damping material. The second feature of the present invention is that the cross sections of the aforementioned steel central axial force member 丨 and the aforementioned steel gas P square buckling member 2a and the second steel buckling preventing member 2b are made of flat plates, and the damping materials 3 are respectively formed by A flat space is filled between the steel central axial force member 1 and the first steel buckling preventing member 2 & and the steel central axial force member 1 and the second steel buckling preventing structure ㈣ As a feature, the third feature of the present invention is that the steel central axial force member 丨 and the first steel buckling preventing member ~ are formed by flat plates, and the steel center Hanli member 1 and the first The space between the 1 steel buckling prevention member 2 & and the outside of the surrounding damping material 3 is characterized by the arrangement of the second steel buckling prevention structure with a rectangular cross section. / A fourth feature of the present invention is characterized in that both ends of the aforementioned steel central axial force structure are fixed with a cross-shaped steel material. A fifth feature of the present invention is the end portion of the wiper tension member i and the first steel buckling preventing member 2a, the other end portion of the steel central axial force member 1, and the second needle buckling preventing The members 21? Are respectively characterized by fixed steel plates. A sixth feature of the present invention is the step of filling the damper | 3 'on the outside of the aforementioned second steel buckling preventing member 以 with the third steel buckling preventing member covering the outside of the damping material 3 as a feature. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 ______B7 ____ V. Description of the invention (4) Brief description of the drawings Figures la and lb are conceptual diagrams of the vibration damping member of the first embodiment of the present invention. 1 (c) The diagram shows the deformation distribution diagram of the damping material of the first and second embodiments. The second diagram is a conceptual diagram of the vibration damping member of the second embodiment of the present invention. The diagram of FIG. 3a is about FIG. 3b is a perspective view of the vibration damping member according to the first embodiment of the present invention. Fig. 4 is a side view and a plan view of a vibration damping member according to a second embodiment of the present invention. Figure 5 is a sectional view taken along the line C-C in Figure 4. Figure 6a is a sectional view taken along the line B-B in Figure 4, and Figure 6b is a sectional view taken along the line D-D in Figure 4. Fig. 7 is a sectional view taken along the line A-A of Fig. 4. Fig. 8a is a side view of the vibration damping member according to the third embodiment, and b, e, and d are the D-D 'E-E, F-F cross-sectional views of the same a. Figures 9a, 9b, 9c, and 9d are explanatory diagrams of the configuration of the use example of the vibration damping member according to the embodiment of the present invention. The first Oa is a perspective view of the vibration damping member of the third embodiment, and the b is an explanatory diagram of the configuration of its use case. Fig. 11 shows a comparison of the vibration reduction effect of the vibration damping member according to the present invention and the vibration damping member of the conventional example. Figure 12a'b shows the seismic energy of the elastic-damper and viscoelastic dampers in terms of area. 1 This paper size is applicable to Zhongguanjia Standard (CNS) A4 specification (210 X 297 public reply) '(Please read the intention on the back before filling this page)
經濟部智慧財產局員工消費合作社印製 A7 __B7____ 五、發明說明（5 ) 第13a圖習知給以限制壓曲斜支柱拉力前之概念圖，b 係拉伸後粘彈性體之變形分佈圖，c係給以拉力後之概念 圖。 第14a、14b圖係習知的限制壓曲斜支柱的使用例之配 置說明圖。 為實施發明最佳的實施形態 以下參照圖式詳細的說明本發明之實施形態》 第1 a、1 b圖表示有關於本發明之第1例減振構件8之概 念圖，在鋼製中心軸力構件1的外侧於阻尼材3粘接充填第 1阻尼材3a’以第1鋼製防壓曲構件2a粘接蓋上該阻尼材3a 的外侧，更且，在該第1鋼材防壓曲構件2a的外侧粘接填 充第2阻尼材3b，以第2鋼製防壓曲構件2b粘接蓋上於該阻 尼材3b的外侧，固定該第1鋼製防壓曲構件2a的一端與鋼 製中心軸力構件1之另外的一端，將該第1鋼製防壓曲構件 2b透過阻尼材3b粘性地粘接。前述阻尼材3係各種粘彈性 材料（作為其體例，高減震橡膠4蹄基系聚合物、橡膠 瀝青、硅橡膠等）等共要具有應力一變形關係成橢圓特性 之材料都可。再者’前述鋼製防壓曲構件2a、2b係剪切變 形發生構件也可。 前述其中’於第la圖減振構件8之鋼製中心軸力構件1 的兩端部’因地震產生拉力時，鋼製中心軸力構件1會增 長。此時，由於第1鋼製防壓曲構件2a的增長及第2鋼製防 壓曲構件2b的轴剛性與|ι及第2阻尼材3a，3b相較就遠為 阿了’第1與第2阻尼材3a’ 3b會產生剪切變形。第1與第2 本纸張尺度適用+國國家標準（CNS)A4規格（21〇 χ 297公釐） -----_--------「東-------訂-----------線 7©· (請先閲讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印制^ A7 B7 五、發明說明（6 ) 阻尼材3a’ 3b的剪切變形量之合計（亦即，減振效果）分別 係第13圖f切變形之2倍〜4倍，知道了第i圖的機構將第夏 與第2阻尼材3a，3b有效的變形。此處，與鋼製中心抽力 構件1接連之第丨阻尼材3a的變形係一端（根源侧）為零，另 一端變成與鋼製中心軸夕構件丨的變形量相等。一方面， 第2阻尼材外的變形變成全領域都與鋼製中心軸力構件1的 變形量相等。 在第la、lb圖所述的減震效果，面對壓縮力也同樣。 亦即，即時在鋼製中心軸力構件1產生壓縮力，藉第i鋼製 防壓曲構件2a與第2鋼製防壓曲構件孔之限制壓曲效果未 能產生壓曲。 第2圖表示有關本發明之第2例減振構件8a之概念圖。 該第2例之減振構件8 a與第1例之減振構件8不同的點係在 該第1例之減振構件2b的外侧進—步驟的充填第3阻尼材3c ，以第3鋼製防壓曲構件以蓋上該第3阻尼材3c的外侧這一 點，其他的構成係與第丨例之減振構件8同樣。 第2圖之減振構件8a其中，因地震力拉力作用於鋼製 中心軸力構件1 ’在這個增大時，與第1圖的減振構件8有 同樣的原理，使第1、第2與第3阻尼材3a、3b、3c有效的 變形，即使面對更大的地震力，藉該減振構件仏具有的彈 塑性，粘彈性減震作用，也能有效的吸收該地震力。 實施例 ；; 接著，參照第3圖：第1〇圖說明本發明之實施例。 第3圖表示本發明之第1實施例。如同圖所示，彼此具 本紙張尺度適用中國國家標準（CNS)A4規格（加x 公祭） „ - ^-----------.--- ,、、 , {請先閲讀背面之迮意事項再填寫本頁) 9 A7 B7 五、發明說明（7 ) 有間隔平行的配設之鋼製中心軸力構件（鋼材為主）1與第1 鋼製防壓曲構件（鋼材為主）2a各目的一端部之間以第"妾 合用鋼材4a接合，再者，鋼製中心軸力構件1的他端部與 第2鋼製防壓曲—構件（鋼材為主）之他端部以第2接合用鋼 材4b接合，且，在鋼製艺心軸力構件〗與第i及第2鋼製防 壓曲構件2a及2b之間形成之平行的間隔充填第i及第2阻尼 材3a，3b構成減振構件8。而且，面對該減振構件8由如第 3b圖那樣的樑5與柱6組成的構造物7，接合成v字狀斜支 柱那樣。 則述其中，在地震時，構造物有發生水平變形時，在 前述減振構件8產生拉伸/壓縮屈服，在第j與第2阻尼材3a 、3b產生剪切變形。該結果，第！與第2阻尼材3a，扑施行 吸收如第12b圖所示之能量。更且，該拉力/壓縮力很大 時，在鋼製中心軸力構件1產生拉伸/壓縮屈服，施行吸 收如第12a圖所示之能量。再者，即使在鋼製中心軸力構 7件1產生壓縮力，藉由第1鋼製防壓曲構件2&與第2鋼製防 壓曲構件2b之限制壓曲效果，也不會產生壓曲。 第4圖〜第7圖表示本發明之第2實施例。 第2實施例其中，鋼製中心軸力構件1的中間部係作為 第4圖之C—C斷面圖如第5圖所示的板狀，左右之兩端部 係作為第4圖之A—A斷面圖、B—B斷面圖、D — D斷面圖 ，如第6a、b圖及第7圖所示，在前述板構件安裝補強中心 軸力構件11構成十字狀If面。 在鋼製中心轴力構件1的外側，貼上摩擦緩和材26， 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） (請先閲讀背面之注意事項再填寫本頁) '该--------Γ — 訂---I.---?線· 經濟部智慧財產局員Η消費合作社印製 10 - 經濟部智慧財產局員工消費合作社印製 A7 B7 五、發明說明（8 ) 在其外侧第3鋼製防壓曲構件2c夾住鋼製中心轴力構件㉛ 那樣兩件平行的設置。其一端係如第6a圖B—B斷面圖所 示’透過固定螺栓固定於鋼製中心轴力構件1。 在第3鋼製防壓曲構件2c的外侧配置具有—定厚度之 阻尼材3，更且在前述鋼|構件2c的外侧，第2鋼製防壓曲 構件2b夾住鋼製構件2c那樣兩件平行的設置著。將前述鋼 製構件2c與鋼製中心軸力構件i及與固定的端部及不同的 端部係透過隙板24使用螺栓19、20以固定鋼製中心轴力構 件1與鋼製防壓曲構件2b。再者，鋼製中心轴力構件丨左軸 方向產生伸縮時，阻尼材3產生剪切變形那樣的構成。鋼 製防壓曲構件2b係兩端其中與補強中心轴力構件丨丨空間撞 上部份係設置成口字狀的開口部。 在第2鋼製構件2b的兩侧面，配置第1鋼製構件2&，由 於以固定螺栓結合前述鋼製構件2a與第2鋼製構件2b，如 第5圖C — C斷面圖所示變成閉斷面迅速地提高防止壓曲效 果。 即使該第2實施例其中，在與第丨實施例同樣地震時， 構造物產生水平變形時，在前述減振構件8產生拉伸/壓 縮屈服，在第1與第2阻尼材3a，3b產生剪切變形。該結果 ，第1與第2阻尼材3a，3b施行吸收如第12b圖那樣的能量 。更且，該拉力/壓縮力很大時，在鋼製中心軸力構件^ 產生拉伸/壓縮屈服，施行吸收如第i2a圖所示之能量。 再者，即使在鋼製中心力構件丨產生壓縮力，藉第丨鋼製 防壓曲構件2a與第2鋼製防壓曲構件2b之壓曲限制效果， 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐 -"— — — — IP· — — — — — I N' I I (請先閲讀背面之注意事項再填寫本頁) J丨訂· <線. 11 經 濟 部 智 慧 財 產 局 員 工 消 費 合 作 社 印 製 A7 B7 五、發明說明（9 ) 也未產生壓曲。 第8a〜8b圖表示本發明之第3實施例。第3實施例其中 ，鋼製中心軸力構件1係作為第8a圖之D — D，E — E.，F — F斷面圖，由同b、c、d圖所示處可知全長都為略十字狀斷 面的構成。 >'4>Λ 在該十字狀斷面的鋼製中心轴力構件1之外侧，在第8b 、8c、8d圖以斷面圖表示的配設構造，設置有第1及第2鋼 製防壓曲構件2a，2b和、第1和第2阻尼材（粘彈性材料）3a 、3b和接合用鋼材18 » 進一步說明時，第8a圖所示在十字狀斷面中心軸力構 件1的外侧配設4個斷面L字形的接合用鋼材18，在該接合 用鋼材18的外侧係透過隔板18以配設4個斷面l字形之第2 鋼製防壓曲構件2b，其翼部中藉貫通各構件的固定用螺栓 19與螺母20透過接合用鋼材18結合中心軸力構件！與第2鋼 製防壓曲構件2b。 第8a圖之中間部係如第8c圖所示’在十字狀斷面的中 心軸力構件1之外侧’由裏面依次層疊各自斷面呈L字形 的薄層之第1阻尼材3a、第1鋼製防壓曲構件2&、第2阻尼 材3b與第2鋼製防壓曲構件2b，各内外層構件係接合於第i 與第2阻尼材3a，3b。 第8a圖之右端部係如第8c圖所示’在十字狀斷面的中 u轴力構件1之外側，透：過隙板24配設第丨鋼製防壓曲構件 2a，其翼部中，藉貫通|構件之固定用螺栓19與螺母2〇結 〇兩構件。更且由第8a圖左端朝右方向伸長的第2鋼製防 本紙張尺度適Θ中關家標準（CNS)A4規格（210 X 297公髮） ---------------重-------'—訂，----]一 (請先閲讀背面之注音？事項再填寫本頁) -線 w_ 12 經濟部智慧財產局員工消費合作社印製 A7 五、發明說明（10) 壓曲構件2b之前端21係在接近第2鋼製防壓曲構件2b之基 端段部23的位置停止。再者，由第8b圖之右端朝左方向伸 長的第1鋼製防壓曲構件2&之前端22係在接近接合用鋼材 18的位置而停止。 即使在該第3實施例声中，與第丨、第2實施例同樣在 地震時，如構造物產生水平變形，在前述減振構件8產生 拉伸/壓縮屈服，在第i與第2阻尼材3a，3b會產生剪切變 形。該結果，藉第1與第2阻尼材3a，3b施形能量吸收。更 且，拉力/壓縮力报大時，在鋼製中心轴力構件1產生拉 伸/壓縮屈服施行能量吸收。再者，即使在鋼製中心軸力 構件1產生壓縮力，藉第1鋼製防壓曲構件2a與第2鋼製防 壓曲構件2b之壓曲限制效果，而未產生壓曲。 第9圖表示有關第1實施例與第2實施例的各減振構件8 ，8a，於構造物7柱6與樑5之配置例，與通常的斜支柱同 樣，第9a圖表示V字狀配置，同第b圖係山形配置、同^圖 係往右傾斜配置、同(1圖係往左傾斜配置之例。再者，面 對各減振構件8，8a之柱6或樑5，固定構造也與通常的斜 支柱同樣’使用螺栓、焊接等固定鋼製中心軸力構件1。 第10圖表示本發明之第3實施例。如同圖所示該減振 構件8係互相之間具有間隔平行的配設之鋼製中心轴力構 件1與第1鋼製防壓曲構件（或剪切變形發生構件）2a之一端 部互相之間以具有複數螺栓孔沁的角板狀之第1接合用鋼 材17a接合’再者’鋼被中心軸力構件丨之他端部與第2鋼 製防壓曲構件（或剪切變形發生構件）2b之他端部同樣的以 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -----；--------Ι'Ύ-------Γ-訂------- 線—m· (請先閱請背面之注意事項再填寫本頁) 13 A7 A7 經濟部智慧財產局員工消費合作社印製 五、發明說明（η) 具有複數螺旋孔16的角板狀之第2接合用鋼材m接合，且 ，在鋼製中心轴力構件丨與第卜第2鋼製防壓曲構件2&、2卜 之間所形成的平行的間隙’填充第1與第2阻尼材（枯彈性 材料）3a、3b構成減振構件8。 第3實施例之減振構#8的上下端係在柱6與樑5組成之 構造物7上下的樑5使用固定螺栓以固定。 第10圖之減振構件8其中，鋼製中心轴力構件2係在地 震時產生剪切變形。此時，由於鋼製中心軸力構件丨係以 第1及第2鋼製防壓曲構件2a，2b與第1及第2阻尼材3a，3b 限制，沒有產生局部壓曲之情事。而且，超過某負荷時， 產生剪切屈服’如第12a圖所示之復原力特性，吸收能量 。再者’由於第1與第2鋼製防壓曲構件2a, 2b剪切性高， 幾乎未能變形。因而，地震時，在鋼製中心軸力構件1與 第1鋼製防壓曲構件2a之間及第1與第2鋼製防壓曲構件2& ’ 2b之間產生相對位移，第i與第2阻尼材3a、扑會產生煎 切變形。該結果，出示如第12b圖所示之復原力特性，以 吸收能量。另外’第3實施例其中即使沒有薄層的阻尼材3a 也無妨。 在第1表，表示依本發明之減振構件與習知的減振構 件之成本比較及面對大、中、小地震或強風降低振動效果 之性能比較。 第1表 屮地震 中地震 大地震 強風 ▲本 本發明 ""彈塑性+粘彈性 有效果 有效果 _有效果 有效果 廉價 比較例 _彈塑性阻尼器 有效Θ 稍微有效果 有效果 無效果 廉價- k彈性阻尼器 有效果 有效果 有效果 無效果 高額 本纸張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -.14 - -----_---:----Q-------,1 訂，-------，！線_· (請先閱讀背面之生意事項再填寫本頁> A7 -------—_____ B7______ 五、發明說明（12) 再者，第η圖表示本發明與習知的減振構件之性能比 較多層剪切力之關係。如同圖所示，由於彈塑性阻尼器係 在強風或中小地震幾乎示了線形行動，雖地震能量吸收量 少’但在大地震時地震能量吸收量就很大。一方面，钻彈 性阻尼器係面對強風、t小地震、大地震時經常施行安定 的能量吸收。可是，枯彈性阻尼器具有所謂成本高的缺點 本發明之各實施形態係-邊彌補前述彈紐卩且尼器與點 彈性阻尼器之缺點，一邊合為一體構成，瞭解-邊抑制成 本，一邊面對強風、中小地震、大地震，能經常具有安定 的吸收能量性能。 產業上之利用領域 依本發明，由於將彈塑性阻尼器與粘彈性阻尼器有機 的結合，能活用兩者的長處、克服缺點，面對大、中、小 之地震水平及強風有降低振動效果，同時製造成本也便宜 。特別是，減振（耐震）構件的位置、地點、數量係有一般 建築物之平面計劃上之限制。在如此限制的位置，使用粘 彈!生、彈塑性阻尼器一體化者比單獨的分別設置粘彈性阻 尼器或彈塑性阻尼器還要有效果或成本上的優點。 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） ί----=—-----ii— {讀先閲讀背面之沍意事碉再填寫本頁) · •線- 經濟部智慧財產局員工消費合作社印製 15 A7 B7 五、發明說明（I3) 1 ···鋼製中心轴力構件 2··.鋼製防壓曲構件 2a···第1鋼製防壓曲構件 2b···第2鋼製防壓曲構件 2c…第3鋼製防壓曲構件 3·*·阻尼材 3 a…第1阻尼材 3b…第2阻尼材 3c…第3阻尼材 4a…第1接合用鋼材 4b…第2接合用鋼材 5...樑 6…柱 7…構造物 8···減振構件 8a…減振構件 元件標號對照 10…斜支柱 11…補強中心軸力構件 12…螺栓及螺母組 16…螺栓孔 17a···第1接合用鋼材 17b··.第2接合用鋼材 18…接合用鋼材 18a…隔板 19…螺栓 20…螺母 21…第2鋼製防壓曲構件2b之前端 22…第1鋼製防壓曲構件2此前端 23…基端段部 24…隙板 25···固定螺栓 26…摩擦緩和材 !4-------Ί 訂·！線丨0 (請先閲請背面之注意事項再填窝本頁) 經濟部智慧財產局員工消費合作社印製 本紙張尺度適用中國國家標準（CNS)A4規格（210x297公i ) · 16Printed by A7 __B7____ of the Consumer Cooperatives of the Bureau of Intellectual Property of the Ministry of Economic Affairs. 5. Description of the Invention (5) Figure 13a shows the conceptual diagram before the restriction of the buckling of the inclined pillar, and b is the deformation distribution of the viscoelastic body after stretching. c is the conceptual diagram after the pull. Figs. 14a and 14b are explanatory diagrams showing the configuration of a conventional use example of a buckling-restricted inclined pillar. The best embodiment for carrying out the invention The following describes the embodiment of the present invention in detail with reference to the drawings. Figures 1a and 1b show a conceptual diagram of the first example of the vibration damping member 8 of the present invention. The outer side of the force member 1 is adhesively filled with the first damping material 3 a ′ to the damping material 3, and the first steel buckling preventing member 2 a is adhered to cover the outer side of the damping material 3 a. Furthermore, the first steel material is prevented from buckling. A second damping material 3b is bonded and filled on the outside of the member 2a, and a second steel buckling preventing member 2b is bonded to the outside of the damping member 3b to fix one end of the first steel buckling preventing member 2a and steel. The other end of the central axial force member 1 is made, and the first steel buckling preventing member 2b is adhesively bonded through the damping material 3b. The above-mentioned damping material 3 is a variety of viscoelastic materials (as a system thereof, high shock-absorbing rubber 4 hoof-based polymer, rubber asphalt, silicone rubber, etc.), and any material having a stress-deformation relationship and an elliptical property may be used. Further, the aforementioned steel buckling preventing members 2a and 2b may be shear deformation generating members. Among the aforementioned "both ends of the steel central axial force member 1 of the vibration damping member 8 in Fig. 1a", when a tensile force is generated due to an earthquake, the steel central axial force member 1 increases. At this time, due to the growth of the first steel buckling preventing member 2a and the axial rigidity of the second steel buckling preventing member 2b, and the second damping materials 3a and 3b, it is far from 'the first and The second damping material 3a '3b is subject to shear deformation. The 1st and 2nd paper sizes are applicable to + national standard (CNS) A4 specifications (21〇χ 297 mm) -----_-------- "East ------- Order ----------- Line 7 © · (Please read the notes on the back before filling out this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ^ A7 B7 V. Description of Invention (6) Damping The total amount of shear deformation of the materials 3a '3b (that is, the damping effect) is 2 to 4 times the cut deformation of Fig. 13 f. The mechanism in Fig. I knows that the Xia Xia and the second damping material 3a 3b is an effective deformation. Here, one end (root side) of the deformation system of the third damping material 3a connected to the steel center pumping member 1 is zero, and the other end becomes equal to the deformation amount of the steel center shaft member. On the one hand, the deformation outside the second damping material becomes equal to the deformation amount of the steel central axial force member 1 in all areas. The shock absorption effect described in the la and lb diagrams is the same in the face of compressive force. That is, Immediately, a compressive force is generated in the steel central axial force member 1, and buckling is not generated by the effect of restricting buckling of the i-th steel buckling preventing member 2a and the second steel buckling preventing member. Fig. 2 shows that Conceptual drawing of the second example of the vibration damping member 8a of the present invention. The points of the second example of the vibration damping member 8a that are different from the first example of the vibration damping member 8 are provided on the outer side of the first example of the vibration damping member 2b. — The step of filling the third damping material 3c, and covering the outside of the third damping material 3c with a third steel buckling preventing member, other structures are the same as those of the damping member 8 of the first example. In the vibration damping member 8a of the figure, the tensile force acting on the steel central axial force member 1 'due to the seismic force is increased, and the same principle is applied to the vibration damping member 8 of FIG. The effective deformation of the 3 damping materials 3a, 3b, and 3c can effectively absorb the seismic force by the elastic-plastic and viscoelastic shock-absorbing effect of the vibration-damping member 即使 even in the face of a larger seismic force. Next, an embodiment of the present invention will be described with reference to FIG. 3: FIG. 10. FIG. 3 shows the first embodiment of the present invention. As shown in the figure, each paper size is in accordance with the Chinese National Standard (CNS) A4 specification. (Plus x sacrifice) „-^ -----------.--- ,,,, {Please read the notice on the back before filling this page) 9 A7 B7 V. Description of the invention (7) There is a steel central axial force member (mainly steel) 1 and a first steel buckling prevention member (mainly steel) 2a which are arranged in parallel at intervals. " Coupling steel 4a is joined, and the other end portion of the steel central axial force member 1 and the other end portion of the second steel buckling preventing member (mainly steel) are joined by the second joining steel 4b. Furthermore, the i-th and second damping materials 3a and 3b are filled in a parallel space formed between the steel mandrel force member and the i-th and second steel buckling preventing members 2a and 2b to constitute a vibration-damping member 8. In addition, the structure 7 composed of the beam 5 and the column 6 as shown in Fig. 3b is connected to the vibration-damping member 8 to form a V-shaped oblique support column. In the description, when the structure undergoes horizontal deformation during an earthquake, tensile / compressive yielding occurs in the vibration-damping member 8, and shear deformation occurs in the j-th and second damping materials 3a, 3b. The result, the first! With the second damping material 3a, the flutter is applied to absorb the energy shown in Fig. 12b. Furthermore, when the tensile / compressive force is large, tensile / compressive yielding occurs in the steel central axial force member 1, and the energy shown in Fig. 12a is absorbed. Furthermore, even if a compressive force is generated in the steel central axial force structure 7, the buckling effect is not generated by the first steel buckling preventing member 2 & and the second steel buckling preventing member 2b. Buckling. 4 to 7 show a second embodiment of the present invention. In the second embodiment, the middle portion of the steel central axial force member 1 is a plate shape as a cross-sectional view taken along the line C-C in FIG. 4, and the left and right ends are taken as A in FIG. 4 Section A-A, Section B-B, and Section D-D. As shown in Figures 6a, b, and 7, the reinforcing central axial force member 11 is mounted on the plate member to form a cross-shaped If surface. Attach the friction reducing material 26 to the outer side of the steel central axial force member 1. The paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) (Please read the precautions on the back before filling this page) 'The -------- Γ — Order --- I .---? Line · Printed by the Consumer Property Cooperative of the Intellectual Property Bureau of the Ministry of Economy 10-Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economy A7 B7 V. Description of the Invention (8) A third steel buckling preventing member 2c on its outer side sandwiches a steel central axial force member ㉛ so as to be arranged in parallel. One end thereof is fixed to the steel central axial force member 1 through a fixing bolt as shown in the sectional view of Fig. 6B. A damping material 3 having a predetermined thickness is arranged on the outside of the third steel buckling preventing member 2c, and the second steel buckling preventing member 2b sandwiches the steel member 2c on the outside of the aforementioned steel | member 2c. The pieces are set in parallel. The aforementioned steel member 2c, the steel central axial force member i, and the fixed ends and different ends are fixed through the gap plate 24 using bolts 19 and 20 to fix the steel central axial force member 1 and the steel buckling prevention Component 2b. In addition, when the steel central axial force member 丨 expands and contracts in the left-axis direction, the damping material 3 undergoes a shear deformation. The steel buckling preventing member 2b is a mouth-shaped opening portion at both ends of which is in collision with the reinforcing central axial force member. On both sides of the second steel member 2b, the first steel member 2 & is arranged, and the aforementioned steel member 2a and the second steel member 2b are connected by fixing bolts, as shown in the cross-sectional view of FIG. 5C It becomes a closed section, and the buckling prevention effect is improved rapidly. Even in the second embodiment, when the structure is horizontally deformed during the same earthquake as in the first embodiment, tensile / compressive yielding occurs in the vibration-damping member 8 described above, and the first and second damping materials 3a, 3b occur. Shear deformation. As a result, the first and second damping materials 3a and 3b absorb energy as shown in FIG. 12b. Furthermore, when the tensile / compressive force is large, tensile / compressive yielding occurs in the steel central axial force member ^, and the energy shown in FIG. I2a is absorbed. Furthermore, even if a compressive force is generated in the steel central force member, the paper size is subject to the Chinese National Standard (CNS) by virtue of the buckling restriction effect of the steel buckling preventing member 2a and the second steel buckling preventing member 2b. ) A4 specification (210 X 297 mm- " — — — — IP · — — — — — IN 'II (Please read the notes on the back before filling out this page) J 丨 Order < Line. 11 Ministry of Economy Printed by the Consumer Property Cooperative of Intellectual Property Bureau A7 B7 5. The description of the invention (9) did not produce buckling. Figures 8a to 8b show the third embodiment of the present invention. In the third embodiment, the steel central axial force member 1 It is the D-D, E-E., F-F cross-sectional view of Fig. 8a, and it can be seen from the same place as b, c, and d that the entire length is a slightly cross-shaped cross-section. ≫ '4 > Λ First and second steel buckling preventing members 2a are provided outside the steel central axial force member 1 of the cross-section in the arrangement structure shown in the sectional views in Figs. 8b, 8c, and 8d. 2b, 1st and 2nd damping material (viscoelastic material) 3a, 3b and joining steel 18 »For further explanation, shown in Fig. 8a Four cross-section L-shaped joining steels 18 are arranged on the outside of the central axial force member 1 of the cross-section, and the outer side of the joining steel 18 passes through the partition plate 18 to arrange four cross-section I-shaped first members. 2 The steel buckling preventing member 2b has a central axial force member connected to the wing part by a fixing bolt 19 and a nut 20 penetrating through each member, and a steel member 18 for joining! And a second steel buckling preventing member 2b. Fig. 8a The middle part is the first damping material 3a and the first steel prevention layer which are formed by laminating thin layers each having an L-shaped cross-section in order from the inside "outside of the central axial force member 1 of the cross-shaped section" as shown in FIG. 8c. The buckling member 2 & the second damping material 3b and the second steel buckling preventing member 2b, each of the inner and outer layer members are joined to the i and the second damping materials 3a and 3b. The right end portion of Fig. 8a is as shown in Fig. 8c. As shown in the figure, on the outside of the central u-axis force member 1 in a cross-shaped section, the clearance plate 24 is provided with the first steel buckling preventing member 2a, and the wing portion thereof passes through the bolt for fixing the member 19 and the nut 20, two components. Furthermore, the second steel-proof paper, which extends from the left end of Figure 8a to the right, scales to Θ Central House Standard (CNS) A4 Specifications (210 X 297) --------------- Heavy -------'— Order, ----] I (Please read the phonetic on the back? Matters (Fill in this page again) -Line w_ 12 Printed by A7, Consumer Cooperatives, Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (10) The front end 21 of the buckling member 2b is close to the base end section of the second steel buckling preventing member 2b The position of the portion 23 is stopped. Further, the first steel buckling preventing member 2 & the front end 22 which is extended from the right end in Fig. 8b to the left direction is stopped near the steel material 18 for joining. Even in the sound of the third embodiment, similar to the first and second embodiments, when a structure is horizontally deformed during an earthquake, tensile / compression yielding occurs in the vibration damping member 8 described above, and in the i and second damping Materials 3a, 3b will undergo shear deformation. As a result, energy absorption is performed by the first and second damping materials 3a, 3b. Furthermore, when the tensile / compressive force is large, the steel central axial force member 1 generates tensile / compressive yield and performs energy absorption. Furthermore, even if a compressive force is generated in the steel central axial force member 1, buckling is not caused by the buckling limiting effect of the first steel buckling preventing member 2a and the second steel buckling preventing member 2b. Fig. 9 shows an example of the arrangement of the vibration damping members 8 and 8a of the first embodiment and the second embodiment in the structure 7 with a column 6 and a beam 5, which are the same as ordinary inclined pillars, and Fig. 9a shows a V shape The configuration is the same as the mountain-shaped configuration in Fig. B, the right-angled configuration in the same figure, and the same example (the left-inclined configuration in Fig. 1). Furthermore, facing the column 6 or beam 5 of each damping member 8, 8a, The fixing structure is also the same as that of a normal inclined pillar. 'The steel central axial force member 1 is fixed using bolts, welding, etc. Fig. 10 shows a third embodiment of the present invention. As shown in the figure, the vibration-damping members 8 have each other. One end portion of the steel central axial force member 1 and the first steel buckling preventing member (or shear deformation generating member) 2a which are arranged in parallel at a distance are mutually first in an angle plate shape having a plurality of bolt holes Qin The steel material for joining 17a is used to join the "other" steel axial force member. The other end is the same as the other end of the second steel buckling preventing member (or shear deformation generating member) 2b. National Standard (CNS) A4 Specification (210 X 297 mm) -----; -------- Ι'Ύ ------- Γ-Order ------- Line m · (Please read the precautions on the back before filling out this page) 13 A7 A7 Printed by the Consumers ’Cooperative of Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (η) The second joint for angle plate with multiple spiral holes 16 The steel materials m are joined, and a parallel gap formed between the steel central axial force member 丨 and the second steel buckling preventing member 2 & 2 is filled with the first and second damping materials (dead elasticity). Materials) 3a and 3b constitute a vibration damping member 8. The upper and lower ends of the vibration damping structure # 8 of the third embodiment are fixed to the upper and lower beams 5 of the structure 7 composed of the column 6 and the beam 5 by fixing bolts. Among the vibration damping members 8, the steel central axial force member 2 generates shear deformation during an earthquake. At this time, since the steel central axial force member 丨 is the first and second steel buckling preventing members 2a, 2b and The first and second damping materials 3a and 3b are restricted and no local buckling occurs. In addition, when a certain load is exceeded, shear yielding occurs, as shown in the recovery force characteristic shown in Figure 12a, and energy is absorbed. The first and second steel buckling preventing members 2a, 2b have high shear properties and hardly deform. Therefore, an earthquake , A relative displacement occurs between the steel central axial force member 1 and the first steel buckling preventing member 2a, and between the first and second steel buckling preventing members 2 & '2b, the i and the second damping material 3a, flutter will cause frying deformation. As a result, the restoring force characteristics shown in FIG. 12b are shown to absorb energy. In addition, the third embodiment does not need to have a thin layer of damping material 3a. In Table 1 , Which shows the cost comparison between the vibration damping member and the conventional vibration damping member according to the present invention, and the performance comparison of reducing vibration effects in the face of large, medium, and small earthquakes or strong winds. Table 1 屮 Strong earthquakes and strong winds during earthquakes ▲ The present invention " " Elastoplastic + viscoelasticity is effective and effective _ effective and effective cheap comparative example _ elastoplastic damper is effective Θ slightly effective is effective no effect cheap-k elastic damper is effective effective effective effective no effect high amount This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) -.14------_---: ---- Q -------, 1 order, ------- ,! Line _ · (Please read the business matters on the back before filling in this page> A7 -------—_____ B7______ V. Description of the invention (12) Furthermore, the η diagram shows the invention and the conventional vibration reduction The performance of the component is compared with the relationship between multiple layers of shear forces. As shown in the figure, since the elastoplastic damper is almost linear in strong winds or small and medium earthquakes, although the amount of seismic energy absorption is small, the amount of seismic energy absorption during a large earthquake is small. Very large. On the one hand, drilled elastic dampers often perform stable energy absorption in the face of strong winds, small earthquakes, and large earthquakes. However, dry elastic dampers have the disadvantage of so-called high costs. To make up for the shortcomings of the aforementioned elastic knuckles and nipples and point elastic dampers, they can be integrated into one body to understand-while suppressing costs, while facing strong winds, small and medium earthquakes, and large earthquakes, they can often have stable energy absorption performance. According to the present invention, due to the organic combination of the elastoplastic damper and the viscoelastic damper, the advantages of the two can be used to overcome the shortcomings, and face large, medium and small earthquake levels and strong It has the effect of reducing vibration, and it is also cheap to manufacture. In particular, the location, location, and number of vibration-damping (shock-resistant) components are limited by the plan of general buildings. At such restricted locations, the use of viscoelastic! The elastoplastic damper integration has more effect or cost advantage than the separate viscoelastic damper or elastoplastic damper. This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) ί ---- = ——----- ii— {Read the meanings on the back, and then fill out this page) · • Line-Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 15 A7 B7 V. Description of the Invention (I3) 1 ··· Steel central axial force member 2 ··· Steel buckling preventing member 2a ··· 1st steel buckling preventing member 2b ··· 2nd steel buckling preventing member 2c ·· 3 steel buckling preventing member 3 · * · damping material 3 a ... first damping material 3b ... second damping material 3c ... third damping material 4a ... first joining steel 4b ... second joining steel 5 ... Beam 6 ... column 7 ... structure 8 ... vibration damping member 8a ... reference number of vibration damping member 10 ... inclined pillar 11 ... reinforcing Axial force member 12 ... Bolt and nut group 16 ... Bolt hole 17a ... First steel for joining 17b ... Second steel for joining 18 ... Steel 18a for joining ... Spacer 19 ... Bolt 20 ... Nut 21 ... Second The front end 22 of the steel buckling preventing member 2b ... The first steel buckling preventing member 2 The front end 23 ... the base end section 24 ... the gap plate 25 ... fixing bolt 26 ... friction reducing material! 4 ----- --Ί Order! Line 丨 0 (Please read the notes on the back before filling in this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs This paper size applies to China National Standard (CNS) A4 (210x297mm) · 16