TW524934B - The variable friction damper - Google Patents

The variable friction damper Download PDF

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Publication number
TW524934B
TW524934B TW90128432A TW90128432A TW524934B TW 524934 B TW524934 B TW 524934B TW 90128432 A TW90128432 A TW 90128432A TW 90128432 A TW90128432 A TW 90128432A TW 524934 B TW524934 B TW 524934B
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Taiwan
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friction
item
damper
friction damper
variable
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TW90128432A
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Chinese (zh)
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Lian-Yuan Lu
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Nat Gaushiung First Technology
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Abstract

The invention, named variable friction damper, consists of a friction damper and an actuation device. The friction damper is composed of left and right sets of friction pads that produce slip forces and provide energy dissipation capacity for seismic structures. At the center of the damper and in between the friction pads there is a wedge block and a pair of wedge pads. The wedge block is bolted on a ball screw, so the displacement of the wedge block can be adjusted by turning the ball screw that is driven by an actuation device, such as a serve motor. The control command of the actuation device is computed by a control unit and is determined by structural vibration signals that are measured by sensors mounted on the structure. By controlling the actuation device and the rotation of the ball screw, the wedge block can be driven and produce a controllable normal contact force between the friction pads. In turn, this controllable normal force produces a variable slip force for the friction damper. A seismic structure with variable friction dampers will possess a better energy dissipation capacity than a conventional passive friction damper. The use of the wedge block allows a more uniform distribution of the normal contact force and reduces the demand on the control torque supplied by the actuation device.

Description

524934 A7 ________B7 五、發明説明(1 ) -----hlk丨丨f丨 f請先閱讀背面之注意事1!再填寫本頁} 本發明係有關於一種可變摩擦阻尼器,尤指一種使用 較小之控制力產生較大之摩擦阻尼力,並可根據結構體反 應及外力撓動之大小及特性即時調整摩擦阻尼力之可變摩 擦阻尼器首先創作設計者。 按,結構物耐震設計已是結構物設計中極重要的一環, 而可將震動對結構物造成影響或傷害降至最低;而有别於 傳統以結構韌性爲耐震設計手段之想法,近年來利用結構 消能技術以提升結構之耐震性能已逐漸爲工程界所接受。 所謂消能技術係指在原有之結構系統上安裝消能元件,以 提供結構额外之消能機制,當地震來襲時,部份輸入結構 之動说由阻尼元件所吸收,如此即可減少強震對主結構序 統之韌性需求,亦可減少強震對樑、柱等結構構件之損害, 基於此一理念,學界及工程界近二十年來合作研發了許多 不同力學性質之消能元件。 經濟部智慧財產局員工消費合作社印製 摩擦型阻尼器爲前述消能元件之一種,最初始於八十 ,年代由加拿大學者所提出,經二十年的演進於世界各國已 發展出相當多的類型與實際應用例;典型之摩擦阻尼器乃 是於内部安置摩擦滑動界面,並於界面上施加一固定之正 向力,地震來襲時會使阻尼器二端產生相對位移,此正向 力即在滑動界面上產生一大小已知之滑動摩擦力,藉以消 散結構之振動能量;在樓房結構中,摩擦阻尼器一般皆搭 配對角型、K型、X型斜撐安装於樓層間,利用地震時產 生之層間變位,使元件二端發生相對變位而發择其應有之 消能作用;藉由選擇適當之摩擦界面材質,使摩擦型阻尼 2524934 A7 ________B7 V. Description of the invention (1) ----- hlk 丨 丨 f 丨 f Please read the note on the back 1! Then fill out this page} The present invention relates to a variable friction damper, especially a Use a smaller control force to generate a larger frictional damping force, and a variable friction damper that can adjust the frictional damping force in real time according to the structure response and the magnitude and characteristics of external force deflection. According to this, the seismic design of structures is a very important part of the design of structures, and it can minimize the impact or damage of structures on vibrations. It is different from the traditional idea of using structural toughness as a seismic design method. Structural energy dissipation technology to improve the seismic performance of structures has gradually been accepted by the engineering community. The so-called energy-dissipation technology refers to the installation of energy-dissipating elements on the original structural system to provide an additional energy-dissipating mechanism of the structure. When an earthquake strikes, part of the input structure ’s motion is absorbed by the damping element, which can reduce strong earthquakes. The toughness requirements of the main structure sequence can also reduce the damage of structural members such as beams and columns by strong earthquakes. Based on this concept, the academic and engineering communities have developed many energy dissipating components with different mechanical properties in the past two decades. The frictional damper printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs is one of the aforementioned energy dissipating elements. It was originally introduced in the 1980s. It was proposed by Canadian scholars in the 1980s. After 20 years of evolution, quite a number of countries have developed Type and practical application example; a typical friction damper is a friction sliding interface placed inside, and a fixed forward force is applied to the interface. When an earthquake strikes, the two ends of the damper will have a relative displacement. This positive force That is, a sliding friction force of a known size is generated on the sliding interface to dissipate the vibration energy of the structure. In the building structure, the friction damper is generally installed with diagonal, K, and X-type diagonal braces to be installed between floors, using earthquakes. The inter-layer displacement caused by time will cause the two ends of the component to be relatively displaced and choose their proper dissipative effect; by selecting the appropriate friction interface material, the frictional damping will be made 2

524934 A7 B7 五、發明説明(2 器在地震之往復勒下仍能轉―致之雜特性與力學行 爲0 上述摩擦阻尼器因其滑動摩擦力爲一預設之固定値, 一般稱之爲被動摩擦阻尼器(passive fricti()n d卿er),此類阻尼器雖已達實用階段,但卻仍有改進之空間,其原 説明如下: x ' 因 1· 經濟部智慈財產局員工消費合作社印製 由於摩擦阻尼器之消能能力與其所能產生之起始滑動摩 擦力有關,若滑動摩擦力設計過大,則可能發生阻尼器 於地震歷時中大部分的時間皆不產生滑動,因而無法達 到最佳消能效果。 2·若預設之滑動摩擦力過小,阻尼器雖在大部分時間中處 於滑動狀態,但因元件消能能力係滑動摩擦力乘上位移, 因此亦無法達到理想之減震消能作用。 3·由於物體之摩擦行爲具有滑動與停滯二種狀態,當阻尼 器於此二種狀態間切換時,即會產生不連續之滑動行爲, 造成結構加速度反應放大之缺點,不利結構減震效果。 另,有一種槓桿式摩擦阻力可變裝置係爲上述摩擦阻 尼器之另一種應用實施型式(公告編號:346524 ),其主要 係如第廿三圖所示,在結構物(10)之上樑(101〉與下樑(102) 間安裝槓桿式摩擦阻力可變装置(2〇),該槓桿式摩擦阻力 可變裝置(2〇)之支持構件(2〇1)與上樑(101)之托架(10 3)以 檟桿式摩擦阻力可變裝置(2〇)之臂(2〇2)加樞設連結,而臂 (2〇2)之下端樞設在制動裝置(3〇)之一端,同時,致動裝置 (3〇)之支持框(301〉内設有諸多相間且相互貼觸組設之摩擦 3 本紙張尺度適用中國國家標準(CNS ) A4規格(210X 297公釐) (請先閲讀背面之注意事項再填寫本頁) ΦΙ. 524934 A7 B7 五、發明説明(3 ) (請先閲讀背面之注意事項再填寫本頁) 阻板(3〇1)及摩擦墊(3〇2)(如第廿四圖所示),而致動裝置 (3〇)之支持框(3〇1)上螺設有一張力螺栓(3〇21),且張力螺 栓(3〇21)之另端抵壓在一推壓墊(3〇3)上,而藉由張力螺栓 (3〇21)抵推推壓墊(3〇3)而對摩擦阻板(⑽”及摩擦墊(3〇2) 施加正向力;而張力螺栓(3〇21)之一端固接在轉動样(3〇4) 之一端,該轉動桿(3〇1)之另端形成螺合在一螺样(305)上, 而螺桿(3〇2)係由一伺服馬達(3〇6)配合一控制裝置控制其 轉動; 藉此,當結構物(10)受外力撓動時,可根據安装於結 構物(10)上的變位察覺器(1〇)撿出架構之變化,並輸出檢 出信號至控制裝置,而在控制裝置求得所需之致動力後輸 出控制信號至伺服馬達(3〇6),以令伺服馬達(306)根據該 控制信號令伺服馬達(3〇6)帶動螺桿(305)定量轉動,而使 轉動样(3〇1)帶動張力螺栓(3〇21)偏轉,以調整張力螺栓 (3〇2)施加於推壓墊(3〇3、摩擦阻板(3{)1)及摩擦垫(3G2)上 之正向力,藉以根據結構物(10)之架構變化調整出最適當 之正向力,而獲得最適當之摩擦阻尼力。 經濟部智慧財產局員工消費合作社印製 然,上述之槓桿式摩擦阻力可變裝置雖可隨地震力特 性與結構物反應適時調整所施加於摩擦阻尼器上之正向力 而控制摩擦阻尼力,而可稱爲一種半主動摩擦阻尼器,但 其在實際使用時仍有下列問題點: 1 _其正向力之控制係藉由張力螺栓直接施力在摩擦墊片 上,但運用此種施力方式之摩擦阻尼器在安裝於橋樑、 土木結構物上時,由於爲達到有效消能減震之效果,摩 1 2 本紙張尺度適用中國國家標準(CNS ) A1規格(210 X撕公釐) 524934 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明説明(4 ) 擦阻尼器之摩擦力需求約需數十公噸之範固,而換算所 需之正向力則约在上百噸之譜(因摩擦阻尼器中最大摩 擦力與加在摩擦界面上之正向力成正比),因此,該等結 構之摩擦阻尼器其制動裝置及張力螺栓等構件如要提供 如此鉅大之正向力而符合設計所需,勢必要設計得十分 龐大,如此除了不利於安装外,其製作成本更是高昂。 2.由於該等可調整正向力之摩擦阻尼器需配合安裝於結構 物中之支持構件才能安裝使用,但支持構件之規格又需 根據結構物之尺寸加以設計,因此,在設計及安裝時均 有其特殊之考量之處,而無法與現行普通使用之阻尼器 (如液壓式阻尼器)安裝方式相同,是故,除其施作不 易進行外,更不利於不同型式之阻尼器間(如液壓式阻 尼器與該等可調整正向力之阻尼器)之換裝作業; 3·由於其係利用張力螺栓直接抵壓推壓墊而對摩擦阻板及 摩擦墊施加正向力,而張力螺栓之施力點與推壓墊間僅 爲單點接觸,因此,正向力不易均勻的分布在摩擦界面 上,而易導致摩擦消能之效果不穩定。 緣是’發明人有鑑於此,秉持多年學術研究及實務經 驗加以輔佐,而提供一種可變摩擦阻尼器,以折完全解決 上述問題點者。 本發明之主要目的在於提供一種可變摩擦阻尼器,其 主要係由摩擦阻尼器及致動裝置輔以控制單元所組成;該 摩擦阻尼器主要係在設置於結構上之兩聯結座間組設分别 由數片左、右摩擦片組成之第一與第二摩擦片組,且其左、 5 (請先閱讀背面之注意事項再填寫本頁) b 呑 Γ 本紙張尺度適用中國國家標準(CNS ) A4規格(210X297公釐) 經濟部智懇財產局員工消費合作社印製 524934 A7 B7 __ 一"一 — — — — " 1 1 _ Im_ _ 丨丨哪丨· 五、發明説明(5 ) 右摩擦片係對應插置而可產生相對滑動,同時,第一與第 二摩擦片組間相對内侧組設有楔形片,而兩楔形片間組設 有一楔形塊,且楔形塊係組設在一調整螺桿上,而調蝥嫘 桿之另端係組接於致動裝置上,該致動裝置可爲一步進馬 達,且致動裝置係由可監測結構物受外力撓動狀態之控制 單元所控制,而可送出適當之輸出訊號予致動装置,以使 致動裝置帶動調整螺样轉動,而在轉動調整螺桿時可移動 楔形塊,以使楔形塊可擠壓二側之楔形片,藉以對第一與 第二摩擦片組之左、右摩擦片施加正向力並產生適當的摩 擦阻尼力;藉此,以令摩擦阻尼器可根據結構之眞實反應 與地震力之特性而随時調整,並可使正向力吏均勻的分佈 在摩擦界面上,且可施加較小之螺栓張力即可達到較大之 摩擦阻尼力者。 爲使本發明使用技術手段、發明特欲、達成目的與功 效易於明白了解,茲配合圖式及圖號詳細説明如下: ,參照圖式: 第一圖:本發明之系統示意圖 第二圖:本發明之摩阻尼器及致動裝置外觀立體圖 第三圖·•本發明之摩擦阻尼器及致動裝置前視刻面示 意圖 第四圏:本發明之摩擦阻尼器及致動裝置俯視剖面示 意圖 第五圖:本發明之摩擦阻尼器及致動裝置側視剖面示 意圖 6 本紙張又度適用中國國家標準(CNS ) Α4規格(210X297公釐) ---------------1Τ------$· (請先閱讀背面之注意事項再填寫本頁) 524934 經濟部智慧財產局員工消費合作社印製 A7 ______B7_五、發明説明(6 ) 第六圖:本發明之摩擦阻尼器其單斜邊楔形塊實施例 示意圖 第七圖:本發明之摩擦阻尼器其楔形塊安装實施例示 意圖 第八圖:本發明之摩擦阻尼器安裝實施例示意圖㈠ 第九圖:本發明之摩擦阻尼器安裝實施例示意圖㈡ 第十圖··本發明之摩擦阻尼器安裝實施例示意圖㈢ 第十一圖:本發明之其一實施例外觀立體圖 第十二圖:本發明之其一實施例前視剖面示意圖 第十三圖·•本發明之其一實施例俯視剖面示意圖 第十四圖:本發明之其一實施例侧視剖面示意圖 第十五圖:本發明之其二實施例結構前視示意圖 第十六圖··本發明之其二實施例結構俯視示意圖 第十七圖:本發明之其二實施例結構側視示意圖 第十八圖··本發明之其二實施例安裝實施示意圖㈠ 第十九囷:本發明之其二實施例安装實施示意圖㈡ 第二十圖:本發明之其二實施例安裝實施示意圖㈢ 第廿一圖:本發明與被動式摩擦阻尼器對結構捕強後 之減震效果比較圖㈠ 第廿二圖:本發明與被動式摩擦阻尼器對結構補強後 之減震效果比較圖㈡ 第廿三圖:公告第346524號案之結構示意圖 第廿四圖:公告第346524號案之局部剖面結構示意圖 圖式中之參照號數: ____ 7 本紙張尺度適用中國CNS) M規格(no'〆297公羡)—·' (請先閱讀背面之注意事項再填寫本頁) 訂 線 叫 524934 A7 B7 五、發明説明(7) 經濟部智慧財產局員工消費合作社印製 習用: (10) 結構物 (101) 上搮 (102) 下樑 (20) 槓桿式摩擦阻力可變装置 (201) 支持構件 (202) 臂 (30) 致動裝置 (300) 支持框 (301) 摩擦阻板 (302) 摩擦墊 (3021) 張力螺栓 (303) 推壓墊 (304) 轉動样 (305) 螺桿 (306) 伺服馬達 (40) 變位察覺器 本發明 • • (1) 摩擦阻尼器 ^ (11) 左聯結座 (111)、 (112)侧板 (113) 導引滑桿 (12) 右聯結座 (121)、(122)側板 (123) 導引滑桿 (124)、(125)側板 (126) 調整螺桿 (127) 導條 (13) 第一摩擦片組 (14) 第二摩擦片組 (131)、 (141)左摩擦片 (132)、(142)右摩擦片 (133)、(143)楔形片 (134)、(144)彈性元件 (15) 楔形塊 (16) 輔助彈性元件 (2) 致動裝置 (21) 步進馬達 (22) 控制器 (3) 控制單元 (31) 感應計 (32) 數位運算器 (4) 結構體 (41) 斜撐 (5) 隔震支承 (請先閲讀背面之注意事項再填寫本頁)524934 A7 B7 V. Description of the invention (2 The device can still turn under the reciprocation of an earthquake-the miscellaneous characteristics and mechanical behavior 0 The above friction damper is a preset fixed due to its sliding friction force, which is generally called Dynamic friction damper (passive fricti () ndqinger), although this type of damper has reached the practical stage, but there is still room for improvement, the original description is as follows: x 'Because of 1 · Ministry of Economic Affairs Intellectual Property Bureau employee consumer cooperative It is printed that the energy dissipation capacity of the friction damper is related to the initial sliding friction force that it can generate. If the sliding friction force is too large, it may happen that the damper does not slide for most of the earthquake duration, so it cannot be achieved. The best energy dissipating effect 2. If the preset sliding friction force is too small, although the damper is in the sliding state for most of the time, but the energy dissipation capacity of the element is the sliding friction force multiplied by the displacement, so the ideal reduction cannot be achieved. 3. The frictional behavior of the object has two states of sliding and stagnation. When the damper switches between these two states, discontinuous sliding behavior will occur. The disadvantage of amplifying the acceleration response of the structure is detrimental to the damping effect of the structure. In addition, there is a lever-type frictional resistance variable device which is another application implementation type of the above-mentioned friction damper (announcement number: 346524), which is mainly described in section 廿As shown in the three figures, a lever-type frictional resistance variable device (20) is installed between the upper beam (101) and the lower beam (102) of the structure (10). The support member (201) and the bracket (103) of the upper beam (101) are connected by the arm (202) of the stern-type frictional resistance variable device (20) and the arm (20). 2) The lower end is pivotally located at one end of the braking device (30), and at the same time, the supporting frame (301) of the actuating device (30) is provided with a plurality of interphase and mutual contact frictions. 3 This paper size is applicable to China National Standard (CNS) A4 specification (210X 297 mm) (Please read the notes on the back before filling this page) ΦΙ. 524934 A7 B7 V. Invention Description (3) (Please read the notes on the back before filling this page ) Resistor plate (301) and friction pad (302) (as shown in Figure 24), and actuate the device A support bolt (301) of (30) is provided with a force bolt (301), and the other end of the tension bolt (301) is pressed against a pressing pad (301), and By pushing the tension bolt (3021) against the pressing pad (303), a positive force is exerted on the friction resistance plate (⑽) and the friction pad (302); and one end of the tension bolt (3021) It is fixed on one end of the rotating sample (304), and the other end of the rotating rod (301) is screwed onto a screw sample (305), and the screw (302) is driven by a servo motor (3 〇6) Cooperate with a control device to control its rotation; By this, when the structure (10) is flexed by an external force, the change of the structure can be picked up according to the displacement detector (10) installed on the structure (10). , And output the detection signal to the control device, and after the control device obtains the required actuation force, output the control signal to the servo motor (306), so that the servo motor (306) makes the servo motor (3) 〇6) Drive the screw (305) to rotate quantitatively, and make the rotation sample (301) drive the tension bolt (3021) to deflect, so as to adjust the tension bolt (302) to be applied to the pressing pad (303, friction Resistance plate (3 { ) 1) and the forward force on the friction pad (3G2), so as to adjust the most appropriate forward force according to the structural change of the structure (10), and obtain the most appropriate friction damping force. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, although the above-mentioned variable variable friction resistance device can adjust the forward force applied to the friction damper in time to control the friction damping force in accordance with the seismic force characteristics and the structure response, It can be called a semi-active friction damper, but it still has the following problems in actual use: 1 _ The control of its forward force is directly exerted on the friction washer by the tension bolt, but this kind of application When the friction damper in force mode is installed on bridges and civil structures, in order to achieve the effect of effective energy dissipation and damping, the paper size of this paper applies the Chinese National Standard (CNS) A1 specification (210 X tear mm) 524934 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the Invention (4) The friction force of the friction damper needs about tens of metric tons, and the forward force required for conversion is about hundreds of tons. Spectrum (because the maximum friction force in the friction damper is proportional to the positive force applied to the friction interface), therefore, the friction damper of these structures, such as the braking device and tension bolts, require For such a huge positive force in line with the desired design, is bound to be designed to be very large, so is not conducive to install in addition to, its production cost is high. 2. Since the frictional dampers with adjustable forward force can be installed and used with supporting members installed in the structure, but the specifications of the supporting members must be designed according to the size of the structure. Therefore, when designing and installing Each has its own special considerations, and cannot be installed in the same way as the current commonly used dampers (such as hydraulic dampers). Therefore, in addition to the difficulty of its implementation, it is not conducive to different types of dampers ( (Such as hydraulic dampers and such dampers that can adjust the forward force); 3. Since it uses a tension bolt to directly press the pressure pad, it applies a positive force to the friction resistance plate and the friction pad, and There is only a single point of contact between the force applying point of the tension bolt and the pressing pad. Therefore, the forward force is not easily distributed on the friction interface, and the effect of friction energy dissipation is unstable. The reason is that the inventor has taken this into consideration, and with years of academic research and practical experience to supplement it, he provided a variable friction damper to completely solve the above problems. The main object of the present invention is to provide a variable friction damper, which is mainly composed of a friction damper and an actuating device supplemented by a control unit. The friction damper is mainly arranged between two coupling seats provided on the structure. The first and second friction plate groups consisting of several left and right friction plates, and their left and 5 (please read the precautions on the back before filling this page) b 呑 Γ This paper size applies to Chinese National Standard (CNS) A4 specification (210X297 mm) Printed by the Consumer Cooperatives of the Intellectual Property Office of the Ministry of Economic Affairs 524934 A7 B7 __ 一 " 一 —— — — — " 1 1 _ Im_ _ 丨 丨 Which The friction plates are inserted correspondingly to generate relative sliding. At the same time, wedge plates are provided between the first and second friction plate groups relative to the inner group, and a wedge block is provided between the two wedge plate groups. On the screw, the other end of the adjusting rod is connected to the actuating device. The actuating device can be a stepping motor, and the actuating device is controlled by a control unit that can monitor the state of the structure being flexed by external force. ,and An appropriate output signal can be sent to the actuating device, so that the actuating device drives the adjustment screw-like rotation, and the wedge block can be moved when the adjustment screw is rotated, so that the wedge block can press the wedge pieces on the two sides, so that the first It applies positive force with the left and right friction plates of the second friction plate group and generates appropriate friction damping force; thereby, the friction damper can be adjusted at any time according to the characteristics of the solid response of the structure and the seismic force, and can make The forward force is evenly distributed on the friction interface, and a larger friction damping force can be achieved by applying less bolt tension. In order to make the present invention easy to understand using the technical means, the invention's specific desires, and the purpose and effect, the detailed description is given below with reference to the drawings and figures: Refer to the drawings: First diagram: Schematic diagram of the system of the present invention Second diagram: This Appearance perspective view of the friction damper and actuating device of the invention. Third figure. • Front view of the friction damper and actuating device of the present invention. Figure: Side cross-sectional schematic diagram of the friction damper and actuating device of the present invention 6 This paper is again applicable to the Chinese National Standard (CNS) A4 specification (210X297 mm) --------------- 1Τ ------ $ · (Please read the notes on the back before filling out this page) 524934 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 ______B7_ V. Description of the invention (6) Figure 6: The invention Schematic diagram of the embodiment of the single beveled wedge block of the friction damper. Figure 7: Schematic diagram of the installation example of the wedge block of the friction damper of the present invention. VIII. Schematic diagram of the installation example of the friction damper of the present invention. Schematic diagram of a friction damper installation embodiment ㈡10th diagram ·· Schematic diagram of a friction damper installation embodiment of the invention㈢ 11th diagram: an external perspective view of an embodiment of the invention 12th diagram: an embodiment of the invention Front view cross-section schematic diagram 13 · • One embodiment of the present invention Top cross-section schematic diagram Fourteenth diagram: One embodiment of the present invention Side cross-section schematic diagram Fifteenth diagram: Two embodiments of the present invention View Schematic Figure 16 ·· Top view of the structure of the second embodiment of the present invention Figure 17 · Side view of the structure of the second embodiment of the present invention Figure 18 ·· Schematic diagram of the installation and implementation of the second embodiment of the present invention ㈠ Nineteenth: Schematic diagram of installation and implementation of the second embodiment of the present invention ㈡ Twentyth diagram: Schematic diagram of installation and implementation of the second embodiment of the present invention ㈢ First diagram: After the structure and the passive friction damper of the present invention capture the strength Comparison diagram of the vibration reduction effect㈠ Figure 22: Comparison of the vibration reduction effect of the present invention and the passive friction damper on the reinforcement of the structure㈡ Figure 23: Structure of the Announcement No. 346524 Schematic diagram No. 24: Schematic diagram of the partial cross-section structure of Announcement No. 346524 Reference number in the diagram: ____ 7 This paper size applies to China's CNS) M specification (no'〆297 公 AX) — · '(Please read first Note on the back, please fill in this page again) The booking line is 524934 A7 B7 V. Description of the invention (7) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs: (10) Structure (101) Upper 搮 (102) Lower beam ( 20) Lever-type friction resistance variable device (201) Support member (202) Arm (30) Actuator (300) Support frame (301) Friction plate (302) Friction pad (3021) Tension bolt (303) Press Pad (304) Rotating sample (305) Screw (306) Servo motor (40) Displacement sensor The invention • • (1) Friction damper ^ (11) Left coupling seat (111), (112) side plate (113 ) Guide slider (12) Right coupling seat (121), (122) side plate (123) Guide slider (124), (125) side plate (126) Adjustment screw (127) Guide bar (13) First friction Disk group (14) Second friction plate group (131), (141) Left friction plate (132), (142) Right friction plate (133), (143) Wedge plate (134), (144) Elastic element (15) Wedge block (16) Auxiliary elastic element (2) Actuating device (21) Stepper motor (22) Controller (3) Control unit (31) Sensor meter (32) Digital calculator (4) Structure Body (41) Diagonal stay (5) Isolation support (Please read the precautions on the back before filling this page)

、1T 本紙張尺度適用中國國家標準(CNS ) A4規格(21 OX297公釐) 524934 A7 B7 五、發明説明6 ) 首先,請參閲第一圖所示,本發明之可變摩擦阻尼器 主要係由摩擦阻尼器(1)、致動装置(2)輔以一控制單元(3) 所構成而配合斜撐Ui)安装於結構體(4)中,或是連結在兩 獨立之結構體U)間,該結構體(4)可爲建築物、橋樑、一 般土木構造物或機電設備等;其中: 該摩擦阻尼器(1),係在左、右聯結座(11)、(12)間組 設第一、第二摩擦片組(I3)、(14)及一楔形塊(1S)所組成 (請一併參閲第二〜五圖所示);該左聯結座(11)之一端樞 設於結構體U)之預定位置上,而其一侧之兩側板(111)、 (II2)間設有數導引滑桿(H3);而右聯結座d2)係與左聯 結座(11)呈對向設置,其一端亦樞設於結構體(4)之預定位 置上’而其前、後兩側板dH)、(122)間亦設有數導引滑 桿(I23),且其頂侧與底侧之兩側板(124)、(乜5)間設有一 或數根調整螺桿(126); 而第一及第二摩擦片組(U)、(H),係爲相同且對稱 之結構組合(亦可爲非對稱式組合),而均是由數片以金屬 材料或合成材料製成之左、右摩擦片(131)、(132)、(141)、 (I42)配合一楔形片d33)、(134)所組成,而左摩擦片 (131)、(Ul>與右摩擦片(132)、(142)及楔形片(133〉、(143〉 之相對外侧可供穿套於左、右聯結座(11)、(12〉之導引滑 桿(113)、(123)上,同時,各組左、右摩擦片(131)、(132)、 U41)、(I42)係相互插置而可產生相互滑動,並具備穩定 之往復摩擦係數;再者,該楔形片(I33)、(I43)係設置於 第一與第二摩擦片組(I3)、(I4)間之相對内侧上,且其斜 _____9 5氏張尺度適用中國國家標準(CNS ) ( am97公羡)----- I---------1 (請先閱讀背面之注意事項再填寫本頁)、 1T This paper size applies Chinese National Standard (CNS) A4 specification (21 OX297 mm) 524934 A7 B7 V. Description of invention 6) First, please refer to the first figure, the variable friction damper of the present invention is mainly It consists of a friction damper (1), an actuating device (2) supplemented by a control unit (3), and is installed in a structural body (4) with a diagonal brace Ui) or connected to two independent structural bodies U) The structure (4) may be a building, a bridge, a general civil structure or an electromechanical device, etc .; among them: the friction damper (1) is arranged between the left and right coupling seats (11), (12) The first and second friction plate groups (I3), (14) and a wedge-shaped block (1S) (please refer to the second to fifth figures together); one end of the left link seat (11) is pivoted At a predetermined position of the structure U), a number of guide sliders (H3) are provided between the two side plates (111) and (II2) on one side; and the right coupling seat d2) is in the same manner as the left coupling seat (11). Opposite, one end is also pivoted at a predetermined position of the structure (4) ', and a number of guide sliders (I23) are also provided between the front and rear side plates dH), (122), and One or several adjusting screws (126) are provided between the two side plates (124) and (乜 5) of the side and the bottom side; and the first and second friction plate groups (U) and (H) are the same and symmetrical Structural combination (can also be asymmetric combination), and each is made of several pieces of left and right friction plates (131), (132), (141), (I42) made of metal or synthetic materials with a wedge shape D33), (134), and the left and right friction plates (131), (Ul > and right friction plates (132), (142) and the wedge-shaped plates (133>, (143>) can be worn on the opposite sides On the guide sliders (113) and (123) of the left and right coupling seats (11) and (12), at the same time, the left and right friction plates (131), (132), U41), (I42) of each group are They are inserted into each other to produce mutual sliding, and have a stable coefficient of reciprocating friction. Furthermore, the wedge pieces (I33) and (I43) are arranged between the first and second friction piece groups (I3) and (I4). Relative to the inside, and its oblique _____9 scale of 5's applies to Chinese National Standard (CNS) (am97 public envy) ----- I --------- 1 (Please read the precautions on the back first (Fill in this page)

、1T 經濟部智慧財產局員工消費合作社印製 524934 Μ ____Β7__ 五、發明説明(9 ) I--------Φ — (請先閱讀背面之注意事項再填寫本頁) 面側係呈相對設置;同時,在第一及第二摩擦片组(13)、(14) 與右聯結座(1W之前、後兩侧板U21)、(I22)間可設有彈 性元件(I34)、(144),以提供第一、第二摩擦片組(13)、(14〉 向内之壓力,而在改變彈性元件(I34)、(I44)之壓縮量, 可同時改變所提供之壓力大小;該楔形塊(15),係螺設在 右聯結座(I2)之調整螺桿(I26)上,而設置於第一與第二摩 擦片組(13)、(14)之楔形片(133)、(143)間,其兩侧之斜 面部恰可與楔形片(I33〉、(143〉之斜面侧對應貼置,而埃 形塊(I5)可如第六圖所示之單斜面設計,而配合單一摩擦 片組使用;另,楔形塊(I5)與右聯結座(I2)間可設有另一 輔助彈性元件(I6)(如第七圖所示); 該致動装置(2),可由一步進馬達(21)配合一致動装置 控制器(22)所構成;而步進馬達(21)可透過一減速兹輪組 (圖中未示)連接在摩擦阻尼器(1)之調整媒样Q26),同 時,步進馬達U1)係由致動裝置控制器(22)所控制,且致 動裝置控制器(22)又由控制單元(3)所控制,而可精準的帶 動調整螺桿(126)轉動。 經濟部智慧財產局員工消費合作社印製 該控制單元(3),係搭配可量測結構體眞實反應之 感應•十(3i)及經由結構控制理論(structural 發 展出之控制律(control law)及其運算器(32)所構成;該感 應計(31)可安装於結構體U)之預定位置上,藉以偵測結構 體(4)受外力擾動時之位移變化,而透過訊號調整器、運算 器(32)並依照控制律計算出所需之正向力大小並輸出至致 動裝置控制器(22),而令致動裝置控制器(Μ)帶動步進馬 10 本紙張尺度適用中國國家標準(CNS ) A4規格(210X297公釐1 --- 經濟部智慧財產局員工消費合作社印製 524934 A7 _B7____ 五、發明説明(1〇 ) 達(21)定量轉動,進而在轉動調整嫘桿(I26)時可令楔形塊 (15)於調整螺桿(126)上移動,進而施加正向力以壓迫兩侧 之楔形片(133)、(143)及第一、第二摩擦片組(13)、(14), 而使各左、右摩擦片(131)、(132)、(141)、(142)產生適 當之摩擦阻尼力。 本發明於運用實施時,可安裝於兩獨立之結構體間時, 可避免兩結構體間發生碰撞,更可藉由本發明所產生之摩 擦阻尼力而降低兩結構物之振動;或者是如第八圖所示, 係以對角型斜撐U1)之型態將本發明之可變摩擦阻尼器設 置於結構體U)中,或是如第九圖所示以一字型配合K型斜 撐(41)安装於結構體上’抑或是如第十圖所示,配合隔震 支承(5)使用,而增加隔震系統之阻尼力及消能能力;而當 結構體U)受外力擾動時,控制單元(3)之各感應計可將偵 測得之結構體U)振動數據傳送至數位運算器(32),並藉由 數位運算器(32)計算出所需之正向力大小後輸出至致動裝 置(2)之致動裝置控制器(22),而使致動裝置控制器(22)帶 動步進馬達U1)根據結構體U)之眞實反應定量轉動,進而 帶動調整螺桿(I26)轉動,並令螺設其上之楔形塊(15)可於 調整螺桿(I26〉上移動,藉以調整楔形塊(1S)施加於楔形片 (133)、(143)及第一、第二摩擦片組(13)、(14)上的正向 力,而使楔形塊(I5)配合彈性元件(I34)、(U4)擠推第一、 第二摩擦片組(13)、(14)上之各左、右摩擦片(131)、(132)、 (141)、(142);而在楔形塊(15)擠推左、右摩擦片(131)、 (132)、(141)、(142)時,各左、右摩擦片(131〉、(132)、 __11__ 本紙張尺度適用中國國家標準(CNS ) A4規格(210X297公釐)— ---- (請先閱讀背面之注意事項再填寫本頁)1. 1T printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 524934 Μ ____ Β7__ V. Description of the Invention (9) I -------- Φ — (Please read the precautions on the back before filling this page) Opposite; at the same time, between the first and second friction plate groups (13), (14) and the right connection seat (before 1W, rear side plates U21), (I22), elastic elements (I34), ( 144) to provide the inward pressure of the first and second friction plate groups (13), (14>), while changing the compression amount of the elastic elements (I34), (I44), the pressure provided can be changed at the same time; The wedge block (15) is set on the adjusting screw (I26) of the right coupling seat (I2), and is provided on the wedge pieces (133) of the first and second friction plate groups (13), (14), (143), the oblique portions on both sides can be placed correspondingly to the oblique sides of the wedge-shaped piece (I33>, (143>), and the escutcheon (I5) can be designed with a single oblique surface as shown in the sixth figure, and Use with a single friction plate group; In addition, another auxiliary elastic element (I6) can be provided between the wedge block (I5) and the right coupling seat (I2) (as shown in Figure 7); the actuation The step (2) can be constituted by a stepping motor (21) in cooperation with the actuator controller (22); and the stepping motor (21) can be connected to the friction damper (through a speed reduction gear set (not shown)) The adjustment media sample 1) Q26), at the same time, the stepping motor U1) is controlled by the actuator controller (22), and the actuator controller (22) is controlled by the control unit (3). Accurately drive the adjustment screw (126) to rotate. The Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs printed this control unit (3), which is equipped with induction • ten (3i) that can measure the actual response of the structure and through structural control theory. The developed control law and its arithmetic unit (32) constitute; the sensor (31) can be installed in a predetermined position of the structure U), so as to detect the structure (4) when it is disturbed by external force The displacement changes, and the required forward force is calculated and output to the actuator controller (22) through the signal adjuster, the arithmetic unit (32) and the control law, so that the actuator controller (M) drives Stepping Horse 10 This paper size applies to Chinese national standards (CNS ) A4 specification (210X297 mm1-printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 524934 A7 _B7____ V. Description of the invention (10) Up to (21) quantitative rotation, which can be adjusted when turning the adjustment lever (I26) The wedge block (15) is moved on the adjusting screw (126), and then a forward force is applied to press the wedge pieces (133), (143) and the first and second friction plate groups (13), (14) on both sides , So that each of the left and right friction plates (131), (132), (141), (142) generates an appropriate friction damping force. When the present invention is implemented, it can be installed between two independent structures to avoid collision between the two structures, and the vibration of the two structures can be reduced by the friction damping force generated by the present invention; As shown in FIG. 8, the variable friction damper of the present invention is arranged in the structure U) in the form of a diagonal diagonal brace U1), or as shown in FIG. 9 with a straight-line K-shaped diagonal The support (41) is installed on the structure, or as shown in the tenth figure, it is used in conjunction with the isolation support (5) to increase the damping force and energy dissipation capacity of the isolation system; and when the structure U) is disturbed by external forces At this time, each induction meter of the control unit (3) can transmit the detected vibration data of the structure U) to the digital computing unit (32), and the digital computing unit (32) can calculate the required forward force. And then output to the actuator controller (22) of the actuator (2), so that the actuator controller (22) drives the stepping motor U1) to rotate quantitatively according to the actual response of the structure U), and then drives the adjustment screw (I26) Turn and make the wedge block (15) on the screw can be adjusted on the adjusting screw (I26> Move to adjust the forward force exerted by the wedge block (1S) on the wedge pieces (133), (143) and the first and second friction plate groups (13), (14), so that the wedge piece (I5) cooperates The elastic elements (I34), (U4) squeeze the left and right friction plates (131), (132), (141), (142) on the first and second friction plate groups (13), (14); When the wedge block (15) pushes the left and right friction plates (131), (132), (141), (142), each of the left and right friction plates (131>, (132), __11__ applies to this paper size) China National Standard (CNS) A4 specification (210X297 mm) — ---- (Please read the precautions on the back before filling this page)

、1T 線 524934 A7 B7 五、發明説明“ --- (141) 、(142)可在導引滑桿(113)、(123)上自由平行滑動, 並藉由彈性元件(I34)、(144)之設置可使楔形塊(ls)所施 加之正向力更爲均句;藉此,可在結構體U)受外力而振動 時,可藉由控制單元U)及致動装置U)控制及適時調整該 調整螺桿(I26)之位移狀態,進而改變施加於第一與第二摩 擦片組(I3)、(U)上之正向力大小,以在各左、右摩擦片 (131)、(132)、(141)、(142)產生相對滑動摩擦時,可產 生適當之摩擦阻尼力以對結構體U)作負功,進而達到最佳 之消能減震效果。 另,本發明之摩擦阻尼器(1)亦可如第十一圖之實施例 所示,其第一、第二摩擦片組(I3)、(U)之右摩擦片(132)、 (142) 兩外側端面上凹具有數嵌槽(UU)、(ΗΗ)〔請一併 參閲第十二〜十四圖〕,並在右聯結座(12)之上、下兩侧板 内侧凸具導條(I27),以供右摩擦片(132)、(142)以其嵌槽 (1321)、(1乜1)嵌置,而將組設在右聯結座(12)中之右摩 擦片(I32)、(Η2)與右聯結座(12)連結,以在左、右聯座 (11)、(I2)受外力振動,仍可產生相對滑動摩擦,並配合 控制單元(3)及致動装置(2)之控制,而適時提供適當之摩 擦阻尼力達到消能減震之效果。 又’本發明之摩擦阻尼器(1)亦可如第十五〜十七圖所 示之型式與運用在結構體(4)之樑與κ型斜撐ui)上(如第 十八圖所示);或是如第十九圖所配合X型斜撐(41)使用; 抑或是如第二十圖所,配合隔震支承(5)使用;而其主要將 左、右聯結座(11)、(I2)分别呈上、下設置之型態分别組 __ 12 本纸張尺度適财酬^^準((:]^)/\4規格(2獻297公釐) ~ I--------SI (請先閲讀背面之注意事項再填寫本頁) 、一U 口 線 經濟部智慧財產局員工消費合作社印製 524934 經濟部智慧財產局員工消費合作社印製 Α7 Β7 五、發明說明(12) 設於結構體U)之樑及斜撐(41)上,而左、右聯結座(11)、 (12)之導引滑样(113)、(123)上的左、右摩擦片(131)、 (132)、(141)、(142)亦呈上、下設置之型態,並在第一、 二摩擦片組(13)、(14)之模形片(133)、(143)間設楔形塊 (I5),且該楔形塊US)係螺設在調整螺桿(12e)上;而同樣 在調整螺桿(I26)受致動装置(2)之步進馬達(21)帶動時, 令楔形塊(15)於其上移動,而適時調整楔形塊(15)施加之 正向力,以在結構體U)受到振動時,可藉由上方之摩擦片 (131)、(141)(左摩擦片〉可在下方之摩擦片(132)、(142) (右摩擦片)的四導引滑桿(m)間自由的滑動並產生適當 之摩擦阻尼力,且滑動之方向並不受限制,其運動範園並 不會碰撞到下方之四導引滑桿(123)上,因初始設計即已設 定其運動範園爲容許運動量,而爲結構體所能承受之最大 變形量,而可因應各方向之振動。 再者,由以下最大摩擦阻尼力計算(或稱起始滑動摩 擦力)公式中得知,, 1T line 524934 A7 B7 V. Description of the invention "--- (141), (142) can slide freely in parallel on the guide sliders (113), (123), and through the elastic elements (I34), (144 The setting of) can make the positive force applied by the wedge block (ls) more even; by this, when the structure U) is vibrated by external force, it can be controlled by the control unit U) and the actuating device U). And timely adjust the displacement state of the adjusting screw (I26), and then change the magnitude of the forward force applied to the first and second friction plate groups (I3), (U), so that each of the left and right friction plates (131) , (132), (141), (142) When relative sliding friction occurs, an appropriate friction damping force can be generated to perform negative work on the structure U), thereby achieving the best energy dissipation effect. In addition, the present invention The friction damper (1) can also be as shown in the embodiment of the eleventh figure, the outer end faces of the right and right friction plates (132), (142) of the first and second friction plate groups (I3), (U) The upper recess has a number of embedded grooves (UU), (ΗΗ) [please refer to the twelfth to fourteenth drawings together], and the upper side of the right coupling seat (12) and the inner sides of the lower side plates are convexly provided with guide bars (I27 ), For the right friction plate (132), (142) to be embedded with its insert grooves (1321), (1 乜 1), and the right friction plate (I32), (Η2) set in the right coupling seat (12) ) Is connected with the right coupling seat (12), so that the left and right coupling seats (11), (I2) can still generate relative sliding friction under external force vibration, and cooperate with the control unit (3) and the actuating device (2). Control, and provide appropriate friction damping force in time to achieve the effect of energy dissipation and damping. Also, the friction damper (1) of the present invention can also be used in the structure (4) as shown in Figures 15-17 ) Beam and κ-type diagonal brace ui) (as shown in Figure 18); or used with X-shaped diagonal brace (41) as shown in Figure 19; or as shown in Figure 20, with spacer The seismic support (5) is used; and the left and right coupling bases (11) and (I2) are respectively set up and down. __ 12 This paper is suitable for financial rewards ^^ 准 ((: ] ^) / \ 4 specifications (2 offering 297 mm) ~ I -------- SI (please read the precautions on the back before filling this page), a U-port line Intellectual Property Bureau staff of the Ministry of Economy Printed by Cooperatives 524934 Printed by the Consumer Cooperative of the Bureau A7 Β7 V. Description of the invention (12) It is set on the beam and diagonal brace (41) of the structure U), and the guide slide samples of the left and right coupling blocks (11), (12) ( The left and right friction plates (131), (132), (132), (141), and (142) on 113) and (123) are also set up and down, and the first and second friction plate groups (13) The wedge block (I5) is arranged between the mold pieces (133) and (143) of (14), and the wedge block US) is screwed on the adjustment screw (12e); and the same is caused by the adjustment screw (I26) When the stepping motor (21) of the moving device (2) is driven, the wedge block (15) is moved thereon, and the positive force exerted by the wedge block (15) is adjusted in a timely manner so that when the structure U) is subjected to vibration, The upper friction plate (131), (141) (left friction plate) can slide freely between the four guide sliders (m) of the lower friction plate (132), (142) (right friction plate) It also generates appropriate frictional damping force, and the direction of sliding is not limited. Its motion range will not collide with the four guide sliders (123) below. Because of its initial design, its motion range is set to allow Amount of exercise, The maximum amount of deformation of the structure can withstand, but may be due to the vibration of the respective directions. Furthermore, it is known from the following formula for calculating the maximum frictional damping force (or the initial sliding friction force),

Fmax ⑺=(2 μ m/k ϋ〇/π/ θ ) 其t : t =時間 最大摩擦阻尼力(或稱起始滑動摩擦力) 摩擦片間之摩擦係數 摩擦界面之數目(以第五_例,π8) θ=楔形塊之斜角 塊之上移量,此料㈣由彈性元件 (133)、(144)不$力時娜塊所在位置測 --------------------訂---------線 (請先閱讀背面之注意事項再填寫本頁) 13 A7Fmax ⑺ = (2 μ m / k ϋ〇 / π / θ) where t: t = time maximum friction damping force (or initial sliding friction force) friction coefficient between the friction plates the number of friction interfaces (the fifth _ For example, π8) θ = the amount of upward movement of the wedge-shaped block. This material is measured by the position of the block when the elastic elements (133) and (144) are not in force. --------- Order --------- Line (Please read the precautions on the back before filling this page) 13 A7

524934 五、發明說明(l3) 量起 k=彈性元件(I33)、d44)之勁度(或彈簽 係數)而上式中μ、,k及0皆爲定値,私Θ及⑺則可 隨時間變化。 因此,只要控制楔形塊之上移量从即可控制摩擦阻 尼力Fmaxft);另,由上式可知,在同一位移量下增加摩擦 界面數目〜及斜角θ,即可提高摩擦阻尼力。而上式 適用於具雙斜面之楔形塊,若楔形塊爲單斜面則上式應除 以2。 請參閲第廿一、廿二圖所示,係爲本發明利用數値模 擬一楝自重約3〇噸之三層樓房模型在裝設本發明可變摩擦 阻尼器與被動式摩擦阻尼器補強後之減震比較,其中,無 阻尼器結構係指未加任何阻尼器之結構,而數値棋擬所採 用之地震力爲美國El Centro(l94〇年)之震波;由第廿一 圖中可看出本發明之可變阻尼器對各樓層加速度之折減明 J顆較被動式摩擦阻尼器佳;而由第廿二圖中亦可看出前者 對減少各樓層層間剪力之效杲亦優於後者。 藉由以上説明可知,本發明可變摩擦阻尼器與習用者 相較下確具如下優點: 1·本發明由於係利用增加摩擦界面之方式及楔形原理,可 施加較小之螺桿張力即可獲得較大之正向力,因此可將 可變阻尼器加以小型化,並符合結構體耐震所需之設計, 而可大幅降低成本且使安裝更爲容易進行。 2·本發明之可變摩擦阻尼器在組裝後,其安装方式即與一 — 14 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) (請先閱讀背面之注咅?事項再填寫本頁) Φ 經濟部智慧財產局員工消費合作社印製 ____I----lit-----1------—---------- 524934 A7524934 V. Description of the invention (l3) Measure k = stiffness (or spring coefficient) of the elastic element (I33), d44). In the above formula, μ ,, k, and 0 are fixed 私, and private Θ and 随 can be changed with Change of time. Therefore, as long as the upward displacement of the wedge is controlled, the friction resistance force (Fmaxft) can be controlled. In addition, it can be known from the above formula that increasing the number of friction interfaces and the inclination angle θ under the same displacement can increase the friction damping force. The above formula is applicable to a wedge block with double slopes. If the wedge is a single slope, the above formula should be divided by two. Please refer to the first and second figures shown in the figure. This is a three-story building model of the present invention using a number of simulations to weigh about 30 tons. After the variable friction damper and the passive friction damper of the present invention are installed, Comparison of shock absorption. Among them, the structure without damper refers to the structure without any damper, and the seismic force to be used in the simulation is the shock wave of El Centro (1940) in the United States. It can be seen that the reduction of the acceleration of each floor by the variable damper of the present invention is better than the passive friction damper; and from the second figure, it can be seen that the former is also effective in reducing the shear force between floors. In the latter. From the above description, it can be known that the variable friction damper of the present invention has the following advantages compared with the user: 1. Since the present invention uses the method of increasing the friction interface and the wedge principle, it can be obtained by applying a small screw tension Large forward force, so the variable damper can be miniaturized and meet the design of the structure for seismic resistance, which can greatly reduce costs and make installation easier. 2. After the variable friction damper of the present invention is assembled, its installation method is the same as that of this paper. 14 This paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm) (Please read the note on the back first? Please fill in this page again for details) Φ Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ____ I ---- lit ----- 1 -------------------- 524934 A7

發明説明(14 叙之阻尼器(如液壓式阻尼器)無異,即是其左、右聯 結座可與多種斜縣構直接組接制,因此有利用與一 般型式之阻尼器間的換裝作業。 3·本發明之構件單純,而不需要裝置複雜之桿件及支座等 構件,因而本發明之可變摩擦阻尼器更有利於施作。 4·本發明係藉由楔形塊對各摩擦片施加正向力,可使正向 力均句的分佈在摩擦界面上,進而可確保其消能之穩定 性與實施效果。 5·由於僅需使用較小之螺桿張力,但可獲持較大之摩擦阻 尼力,因此,可令材料不易發生降伏及螺桿產生彈性疲 乏之現象,而提高其使用年限。 综上所述,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,懇請惠予審査,並賜准專利, 則實感德便。 ----------_| (請先閱讀背面之注意事項再填寫本頁)Description of the invention (14 dampers (such as hydraulic dampers) are the same, that is, the left and right coupling seats can be directly connected with a variety of diagonal structures, so there is a use of replacement with the general type of dampers Operation 3. The components of the present invention are simple, and do not require complicated devices such as rods and bearings. Therefore, the variable friction damper of the present invention is more conducive to operation. 4. The present invention uses a wedge-shaped block to The friction plate exerts a positive force, which can distribute the positive force evenly on the friction interface, thereby ensuring the stability and implementation effect of energy dissipation. 5. Since only a small screw tension is required, it can be maintained. Large friction damping force, therefore, it is possible to make the material less prone to fall and the elastic fatigue of the screw, and improve its service life. In summary, the embodiments of the present invention can indeed achieve the expected use effect, and its The specific structure disclosed has not only been seen in similar products, nor has it been disclosed before the application. It has fully complied with the provisions and requirements of the Patent Law, and filed an application for an invention patent in accordance with the law. Patent-pending, then the real sense of ethics will ----------_ |. (Please read the Notes on the back to fill out this page)

、1T 線 經濟部智慧財產局員工消費合作社印製 15 本紙張尺度適用中國國家標準(CNS〉A4規格(210X297公釐)Line 1T Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 15 This paper size applies to Chinese national standards (CNS> A4 specification (210X297 mm)

Claims (1)

524934 A8 B8 C8 -_______ D8 六、申請專利範圍 (1) 1·一種可變摩擦阻尼器,係在設於結構體上之摩擦阻尼器 其兩組摩擦片組間設有楔形塊,該楔形塊係由一致動裝 置所控制,而致動裝置會依結構反應即時控制楔形塊之 位置,以達到控制摩擦面正向力之目的者。 2·—種可變摩擦阻尼器,包含有: 一摩擦阻尼器,係在設置於結構體上之兩聯結座間 組設分别由數片可產生相對滑動之摩擦片組成之第一與 第二摩擦片組,而第一與第二摩擦片組與其中一聯結座 間設有輔助彈性元件,同時,其中之一聯結座上具設一 或多支調整螺桿,並在兩摩擦片組間設有一楔形塊; 一致動裝置,係由一控制單元所控制,而與摩擦阻 尼器之調整螺桿連結,而可帶動調整螺样適時轉動,而 帶動楔形塊位移作動。 3·如申請專利範園第2項所述之可變摩擦阻尼器,其中, 第一與第二摩擦片組係由數片可對應相互插置之左、右 摩擦片配合模形片所組成,而兩聯結座可呈左、右設置, 並在其上設有數導倾桿,时職左、右摩擦片及楔 形片穿套其上,而使左、右雜及_片可在導引滑桿 上自由平行滑動者。 4·如申請專利朗第2項所述之可變摩擦阻尼器,其中, 第-、第二摩擦片組可爲在其中—摩擦片兩側端面上可 凹具數嵌槽,絲對應之魏座上凸具可供嵌槽嵌入之 凸條者。 5.如申請專利範固第2項所述之可變摩擦阻尼器,其中, (請先閱讀背面之注意事項再填寫本頁) 、v5 線泰 經濟部智慧財產局員工消費合作社印製 16524934 A8 B8 C8 -_______ D8 6. Scope of patent application (1) 1. A variable friction damper is a friction damper provided on a structure. A wedge block is arranged between two sets of friction plates of the friction damper. The wedge block It is controlled by a uniform motion device, and the actuation device will control the position of the wedge block in real time according to the structural response, so as to control the forward force of the friction surface. 2 · —A variable friction damper, comprising: a friction damper, which is arranged between two coupling seats provided on the structure, and the first and second frictions are respectively composed of several friction plates that can generate relative sliding A set of pads, and an auxiliary elastic element is provided between the first and second friction pad sets and one of the coupling seats. At the same time, one or more of the coupling pads is provided with one or more adjusting screws, and a wedge is provided between the two friction pad groups. Block; The unit is controlled by a control unit and is connected with the adjusting screw of the friction damper, which can drive the adjusting screw to rotate in a timely manner and drive the wedge block to move. 3. The variable friction damper according to item 2 of the applied patent park, wherein the first and second friction plate groups are composed of a plurality of left and right friction plates that can be correspondingly inserted with each other and a mold plate. The two coupling seats can be arranged left and right, and a digital guide tilt bar is provided on the left and right friction plates and wedge plates to cover the left and right miscellaneous and _ plates. Free parallel sliding on the slider. 4. The variable friction damper as described in the second item of the patent application, wherein the first and second friction plate groups can be recessed with a number of grooves on the end surfaces of the two sides of the friction plate. The convex part on the seat can be a convex strip for the embedded groove. 5. The variable friction damper described in item 2 of the patent application Fangu, in which (please read the precautions on the back before filling out this page), v5 printed by the Consumption Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 16 524934 經濟部智慧时產局員工消費合作社印製 A8 B8 C8 — D8 六、申請專利範圍(2) 兩聯結座可呈上、下設置,且其上均設有導引滑桿分别 供第一、第二摩擦片組之摩擦片穿套,並在第一、第二 摩擦片組間設有螺設在調整桿上之楔形塊;同時,在第 一與第二摩擦片組與下方之聯結座間可設有彈性元件者。 6·如申請專利範固第1項或第2項所述之可變摩擦阻尼 器,其中,摩擦阻尼器可以對角斜撐之型態設置於結構 體中者。 7·如申請專利範園第1項或第2項所述之可變摩擦阻尼 器,其中,摩擦阻尼器可以一字型配合K型斜撐安装於 結構體上者。 8·如申請專利範園第1項或第2項所述之可變摩擦阻尼 器,其中,摩擦阻尼器可配合隔震支承使用者。 9·如申請專利範園第1項或第2項所述之可變摩擦阻尼 器,其中,結構可爲建物、橋樑或一般土木建物者。 1〇·如申請專利範園第1項或第2項所述之可變摩擦阻尼 器,其中,結構物可爲機電設備者° U·如申請專利範固第2項或第5項所述之可變摩擦阻尼 器,其中,楔形塊及楔形片係以低摩擦係數之材料製成 者。 I2·如申請專利範圍第2項或第5項所述之可變摩擦阻尼 器,其中,摩擦片可爲一般金屬材料或合成金屬材料所 製成者。 13·如申請專利範園第1項或第2項或第5項所述之可變摩 17 本纸張尺度適用中國國家標準(CNS ) a4規格(210 X 297公釐) (請先閱讀背面之注意事項再填寫本頁) f 訂 線< 524934 組使用 者 A8 B8 C8 D8 申請專利範圍(3) 擦阻尼器,其中,楔形塊可爲單钭面,配合單一摩擦片 u•如申請專利範固第1項或第2項所述之可變摩擦阻尼 器’其中,致動裝置可爲步進馬達配合一控制器所構成 1S·如申請專利範園第14項所述之可變摩擦阻尼器,其中, 少進馬達可配合減速齒輪實施者。 16.如申請專利範囷第1項或第2項所述之可變摩擦阻尼 誤,其中,該阻尼器可連結在兩獨立的結構體間者。 (請先閎讀背面之注意事項再填寫本頁} 、^1 線< 經濟部智慧財產局員工消費合作社印製 18 本紙張尺度適用中國國家榡準(CNS ) A4規格(21 Ox297公釐)524934 A8 B8 C8 — D8 printed by the Consumer Cooperatives of Wisdom and Time Bureau of the Ministry of Economic Affairs 6. Scope of patent application (2) The two coupling blocks can be set up and down, and there are guide sliders on them for the first, The friction plate of the second friction plate group is sleeved, and a wedge-shaped block screwed on the adjusting rod is provided between the first and second friction plate groups; at the same time, between the first and second friction plate groups and the lower seat. Can be provided with elastic elements. 6. The variable friction damper according to item 1 or 2 of the patent application, wherein the friction damper can be diagonally braced in the structure. 7. The variable friction damper according to item 1 or 2 of the patent application park, wherein the friction damper can be mounted on the structure in a straight line with a K-shaped diagonal brace. 8. The variable friction damper according to item 1 or 2 of the patent application park, wherein the friction damper can support the user in cooperation with vibration isolation. 9. The variable friction damper according to item 1 or item 2 of the patent application park, wherein the structure may be a building, a bridge, or a general civil building. 10. The variable friction damper as described in item 1 or 2 of the patent application park, wherein the structure may be an electromechanical device. U · As described in item 2 or 5 of the patent application patent The variable friction damper, wherein the wedge block and the wedge plate are made of a material with a low coefficient of friction. I2. The variable friction damper according to item 2 or item 5 of the scope of patent application, wherein the friction plate can be made of a general metal material or a synthetic metal material. 13 · Variable friction as described in item 1 or item 2 or item 5 of the patent application park 17 This paper size applies to China National Standard (CNS) a4 specification (210 X 297 mm) (Please read the back first Note: Please fill in this page again.) F Thread < 524934 Group users A8 B8 C8 D8 Patent application scope (3) Friction damper, in which the wedge-shaped block can be a single face with a single friction plate Fan Gu's variable friction damper as described in item 1 or item 2, where the actuating device can be a stepper motor combined with a controller. 1S. Variable friction as described in the patent application Fan Yuan Item 14. A damper, in which a low-feed motor can cooperate with a reduction gear implementer. 16. The variable friction damping error as described in item 1 or item 2 of the patent application, wherein the damper can be connected between two independent structures. (Please read the precautions on the back before filling out this page}, ^ 1 line & printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 18 This paper size is applicable to China National Standard (CNS) A4 (21 Ox297 mm)
TW90128432A 2001-11-16 2001-11-16 The variable friction damper TW524934B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105438868A (en) * 2015-10-19 2016-03-30 河北华胜塑胶机械制造有限公司 Mechanical full-automatic tension coiling device
CN113153053A (en) * 2020-01-07 2021-07-23 太仓卡兰平汽车零部件有限公司 Friction plate group and rotary damper

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105438868A (en) * 2015-10-19 2016-03-30 河北华胜塑胶机械制造有限公司 Mechanical full-automatic tension coiling device
CN113153053A (en) * 2020-01-07 2021-07-23 太仓卡兰平汽车零部件有限公司 Friction plate group and rotary damper
CN113153053B (en) * 2020-01-07 2023-06-30 太仓卡兰平汽车零部件有限公司 Friction plate set and rotary damper

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