1324204 25· 形框+ _字形排列+斷面直線内縮翼板+ 26.门形導板 27· 雜+-字_列+斷面 11索^化學式時，請揭纖_嫌轉式： 【發明所屬之技術領域】 ㈣^發縣種減震消能裝置；__—種減震消 此裝置，該裝置安裝於結構物之結構桿件上，利用減震 器產生相對位移咖部聽板產生降伏變形達到吸收能量^ =能義承钱震科力破養额_緩衝減震 【先前技術】 要，圖?第?圖所示之裝置’為目前已知之鋼板消能裝 刀別使用三角形鋼板與X形鋼板作為 ς 能鋼板與上、下之固定座使用焊接之方式之裝置4 【發明内容】 能板二=ί4成二 =環狀方，翼板之 互袅=m栓連結之方式將消能板與間隔板相 2 板中央部分與外側部分產生相對位移，= 缝生魏降伏之料達到消能 m消能板變形之敎性，避免減震魏器受壓力 偏〜力篁時產生挫屈變形或非預期之行為。- 4 【實施方式】 、生所示’消能板⑴係由金屬板-體成形加工製 材料之經濟效益與減少焊接之環保效益，消能 .中央部分（2〇1)、翼板部分（2〇2)及外側部分 ),/、中·翼板之形狀為由兩端以直線方式往中間方向内 翼，面積由兩端往中間逐漸縮小，翼板中央為斷面 小之處，驗兩端分職巾央部分及外側部分連接，兩 ΐί板3中央部分為中心成—字形排列，外侧部分則為-矩 开^框，中央部分與外側部分各設有孔位，以螺栓串接複數组 消能板（1)後鎖固於兩相對位移之處，如第4圖所示，中央部 t與外側部分產生相對位移’使得連接其中之兩組翼板同時 產生撓曲變形。 山如第5圖及第6圖所示’複數組之消能板(1)與間隔板(2) =互疊加，以連結隔板(4)、中央連結螺栓(6)、中央連結螺 帽（7)將複數組之消能板〇)中央部分串接鎖固於固定座 (5)，’另以外側連結螺栓(8)與外側連結螺帽（9)將端隔板(3) 及消能板（1)之外側部分串接鎖固於另一組固定座（5)，即組 立完成軸力式減震消能器（1〇)。 ’ 為增加軸力式減震消能器（10)之強度與勁度，如第7圖 與第8圖所示，將原有一組固定座更改為加勁固定座（η)， ^有一組端隔，更改為蓋板（12)，將消能板(1)鎖固於加勁固 定座（11)内，蓋板（12)以固定座螺栓（13)與固定座螺帽（14) 鎖固於加勁固定座（11)上，另裝設承壓板（15)及承拉板（16) 與消能板中央部分連結，除傳遞拉、壓力量外，承壓板(15) 與承拉板（16)於加勁固定座（11)與蓋板（12)之内緊密配合滑 動，具有引導之作用，使消能板(1)中央部分能夠穩定的前後 作動，組立完成後即為加勁軸力式減震消能器（17) β 為使消能板中央部分能夠穩定作動，如第9圖與第1〇圖 所示，消能板（18)中央部分兩側另設有開孔，可將兩組矩形 入’使消能板⑽之中央部分兩側受到限動，能 於動’第11圖及第12圖所示為矩形導板⑽ ί消能器⑽及加勁軸力式減震消能器⑵）中之 (23V^Li：f 13圖及帛14圖所示為消能板(22)以圓形導柱 式減震引，第15圖即為圓形導柱(23)於加勁轴力 使消能板(25)中央部分上下及左右兩側 立二第18圖穩定之前後作動’门形導板(26)之組 使用轴肖能1^單獨安裝使料，另可兩組串連後 螺检連叫古if虫所Γ ’兩組之加勁轴力式減震消能器（27)以1324204 25· Frame + _ font arrangement + section line inward shrinking wing + 26. Door guide 27 · Miscellaneous + - word _ column + section 11 cable ^ chemical formula, please uncover the fiber _ suspected conversion: The technical field to which the invention belongs is as follows: (4) The vibration-absorbing energy-dissipating device of the county is produced; __-the kind of damping device is installed, and the device is installed on the structural member of the structure, and the relative displacement of the coffee machine is generated by the shock absorber. The deformation deformation reaches the absorbed energy ^ = can be converted to the energy of the shocking capacity of the company _ cushioning shock absorption [prior art] To, the device shown in the figure "is currently known as the steel plate energy-saving tooling, the use of triangular steel plate and The X-shaped steel plate is used as a device for welding the upper and lower fixed seats of the enamel steel plate. [Inventive content] The energy plate 2 = ί4 into two = annular square, the mutual 袅 of the wing plate = m bolt connection will be eliminated The relative displacement between the central part and the outer part of the energy plate and the spacer plate phase 2, = the material of the seam-producing Wei-falling material reaches the entanglement of the energy-dissipation of the energy-dissipating plate, avoiding the frustration of the vibration-proof device when the pressure is biased Deformation or unintended behavior. - 4 [Embodiment] The "dissipation board (1) shown by the student is the economic benefit of the metal plate-body forming process and the environmental benefits of welding reduction, energy dissipation. The central part (2〇1), the wing part ( 2〇2) and the outer part), the shape of the /, middle and wing plates is the inner wing from the two ends in a straight line to the middle direction, the area is gradually reduced from the two ends to the middle, and the center of the wing plate is a small section. The central part and the outer part of the two ends of the towel are connected, the central part of the two ΐ 板 plate 3 is arranged in a zigzag shape, the outer part is a moment opening frame, and the central part and the outer part are each provided with a hole position, which is connected by bolts. The complex array of energy dissipation plates (1) is then locked at two relative displacements. As shown in Fig. 4, the central portion t and the outer portion are relatively displaced to make the two sets of wings connected thereto simultaneously undergo flexural deformation. As shown in Figures 5 and 6, the complex array of energy dissipation plates (1) and spacers (2) are superimposed to connect the partition (4), the central joint bolt (6), and the central joint nut. (7) Lock the central part of the energy-dissipating plate 〇) of the complex array in the fixed seat (5), and use the outer connecting bolt (8) and the outer connecting nut (9) to connect the end partition (3) and The outer side parts of the energy dissipation board (1) are serially locked to another set of fixing bases (5), that is, the axial force type vibration damping energy absorber (1〇) is assembled. To increase the strength and stiffness of the axial force damping absorber (10), as shown in Figures 7 and 8, change the original set of mounts to the stiffening mount (η), ^ has a set of ends Change to cover (12), lock the energy dissipation plate (1) in the stiffening seat (11), and lock the cover (12) with the fixing bolt (13) and the fixed seat nut (14). On the stiffening seat (11), a bearing plate (15) and a tensile plate (16) are attached to the central portion of the energy dissipation plate. In addition to the transmission and the pressure, the bearing plate (15) and the bearing plate are supported. The plate (16) is tightly slidably engaged with the sturdy fixing seat (11) and the cover plate (12), and has a guiding function, so that the central portion of the energy dissipation plate (1) can be stably moved back and forth, and after the assembly is completed, it is a stiffening shaft. Force shock absorber (17) β is to make the central part of the energy dissipation plate work stably. As shown in Figure 9 and Figure 1, the central part of the energy dissipation plate (18) is provided with openings on both sides. Two sets of rectangles can be inserted to make the sides of the central part of the energy dissipating plate (10) be restricted, and can be moved. The eleventh and twelfth figures show the rectangular guide plate (10) ί energy dissipator (10) and the stiffening axial force reduction Shock In the device (2)) (23V^Li:f 13 and 帛14 are shown as the energy dissipation plate (22) with a circular guide column type shock absorption guide, and the 15th figure is a circular guide column (23) for the stiffener The axial force makes the central part of the energy dissipating plate (25) stand up and down and the left and right sides. The 18th figure is stabilized before the operation of the 'door guide plate (26). The shaft can be installed separately, and the two groups can be installed separately. After the series connection, the screw inspection is called the ancient if worm's Γ 'the two sets of stiffening axial force damping energy absorbing device (27) to
If勁i"力式減震消能器⑽；另如第20 ’使用雙頭加勁固定座(29)與分隔板⑽連 之消能板外側部分，即為雙頭加勁軸力式 )，與串連加勁軸力式減震消謎⑽具有相 ㈣示之舰板(32)為驗_崎狀方式，外 消能板(32)之變形方式如第23圖所示，第 盆變^方板(34)為翼板採十字形排列之方式， ^與第29圖為消能板(34) ;=== 動之 兩斜===== 之固疋座，構成一減展消能斜撐裝置；第31圖所示為加勁軸 力式減震消能器（27)安裝於交錯式斜撐之組立方式；第犯圖 為安裝於橫樑(37)與固定腳架（38)之組立方式；第33圖、第 34圖與第35圖為加勁軸力式減震消能器（27)於建築結構體中 之較佳安裝位置。 处除軸力式減震消能器外，如第36圖與第37圖所示，消 能板(27)之中央與外側部分則分別鎖固於上固定座（如下 固定座(4〇)成為剪力式減震消能器⑹，其安裝方式如第、％ 圖所示，將上固定座（39)鎖固於橫樑（37)，下固定座（4 鎖固於固定腳架（38)，橫樑(37)與固定腳架（38)之相射产内 ^動同時帶動剪力式減震消能器⑹之上固定座⑽與^ 疋座（40)產生相對水平位移，使内部之消能板(27) 第39圖所示則為上、下固定座 腳架(38)，其於建築結構中之安裝位置如㈣圖 兴乐41圖所不。 广42目與第43圖所*，剪力式減震消能器之下固定 座更改為雙頭加勁固定座（29)，以兩組蓋板（ 勁固定座⑽^ 扁月t^(42)，安裝方式如第44圖與第45圖所示。 祐力式減震消能器之高度過高，產生過大之脊 戈胃?目及$ 47 ’在結構連結桿件 衣方式如弟48圖與第49圖所示。 八文 ^ 50圖與第51圖所示為消能板（圓形框+環狀排+ ίίίΪΪί板)(32)之剪力式減震消能器(46)組立方式，复 文裝方式如第52圖與第53圖所示。 ^ 消能板除上述之型式外，另如第54圖、第5 圖所示以_之方式作縱向展開⑹或橫向制⑽或^黃6 ，開(盼參!並^、使用之效果；第57圖所示為消能板⑽ 之翼板採開孔之方式以直線方式縮減斷面積；第58圖為消能 以：板成成式誌 板〒 ^ 64圖所不之消能板(57)為翼板一字形之排列，但外側 ^僅有上、下側之部分而非魏之外框加 定性’如第65圖所示，繼矩形板】;) ^m卜側部分產生前後之狀變形。第_為= sr翼第67圖為翼板採開孔之方式;第68 Ξίί3=ίί式縮減斷面積；第69圖為翼板使用使 (十縮減斷_;第7_則能板 (十子形排列+斷面直線内縮翼板)(34)其他較佳之 一為使剪力式減震消能器之高度更為降低，使用如 =之消能板(75) ’其變形方式如第72圖所示，取消外側部 刀矩形框，使橫式上固定座（43)與橫式下固定座（44)鎖固^ 更為貼近，大幅降低勢力式減震消能器之高度，里组 m第74圖所示’消能板(75)兩端鎖固於橫 ，下固疋座⑽，中央部分職固於橫式上@定座 式下固定取44)產生水平錯動時，使得 i ϊίΐ5)中央分與外卿分同步產生相對水平移動’ 圖所示之變形，剪力式減震消能器⑽與 圖與第76圖所示。由於剪力式 咸展(76)之鬲度較低，如第77圖所示，以 Ϊΐϊίΐ向剪力式減震消能器（77) ’可同時擁有雙向^減 震/为此功效，其安裝方式如第78圖與第79圖所示。 ⑽圖圖所示，將兩組動式減震消能器 ΙϊίΙΙ^ 35^； Ϊ消式；第87圖則 第88圖所示之消能板⑽採橫向 5 mwtt =之t = 故上、下側相對於外側部分產生前後水ΐ $ 90圖與第91圖所示為其組立方式，组立- :2ϊΪΪίΪ震消能器⑽’其中:消能板⑽之ί ^ ’下側則串接鎖固於橫式下固 ^ =L與产下嶋(44)產生水平相對位二 ϊ89圖所示之變形方式。第92圖所示為 陣则方式；第93 ®卿肖能板⑽其他較 第94圖所示之消能板(96)與第挞 :=伽消能板⑽之中央部=== ’如第％圖與第97圖所示，消能板⑽） 串接鎖固，外側部分上側串接鎖固於橫式 上固疋座（43) ’下側則串接鎖固於橫式下固定座（44)，橫 亡f ίί (43)與橫式下固定座(44)產生相對水平位移同ί 板(96)產生如第95圖所示之變形方式，交錯剪力式 減展消能s⑽)與交錯剪力式減震消能器（97)之安裝方式如If Jin &i; force damping absorber (10); another 20th 'Using the double-headed stiffening seat (29) and the partition plate (10) connected to the outer part of the energy dissipation plate, that is, double-headed stiffening force) With the series of stiffening axial force damping (10) with phase (four) display of the ship board (32) for the test _ saki-like way, the deformation mode of the outer energy board (32) as shown in Figure 23, the second pot change ^ The square plate (34) adopts a cross-shaped arrangement of the wing plates, ^ and the figure 29 is the energy dissipation plate (34); === the two-slope of the moving body =====, which constitutes a reduction The diagonal bracing device; the 31st is the assembled mode of the stiffening axial force damping absorber (27) installed in the staggered diagonal bracing; the first diagram is mounted on the beam (37) and the fixed leg (38) The assembly mode; the 33rd, 34th and 35th drawings are the preferred installation positions of the stiffening axial force damping energy absorber (27) in the building structure. Except for the axial force damping absorber, as shown in Figures 36 and 37, the central and outer parts of the energy dissipation plate (27) are respectively locked to the upper fixing seat (the following fixing seat (4〇) Become a shear-type damping absorber (6), the installation method is as shown in the figure, % figure, the upper fixing seat (39) is locked to the beam (37), and the lower fixing seat (4 is locked to the fixed foot frame (38) ), the cross beam of the beam (37) and the fixed tripod (38) simultaneously drive the shear-type damper (6) to produce a relative horizontal displacement of the fixed seat (10) and the cymbal (40). The energy dissipating plate (27) shown in Fig. 39 is the upper and lower fixed tripod (38), and its installation position in the building structure is as shown in (4) Tu Xing Le 41. Wide 42 and 43 *, the fixed seat under the shear-type damping absorber is changed to a double-headed stiffening seat (29), with two sets of cover plates (rigid mount (10) ^ flat moon t^ (42), installation method as 44 Figure and Figure 45. The height of the absorbing shock absorber is too high, resulting in an oversized ridge of the stomach and the eye of the $47' in the structure of the connecting rods, such as the figure shown in Figure 48 and Figure 49. Eight texts ^ 50 and 51 For the energy dissipating board (round frame + ring row + ίίίΪΪ 板 plate) (32), the shear absorbing energy absorbing device (46) is assembled, and the multiplex file loading method is shown in Fig. 52 and Fig. 53. In addition to the above-mentioned type, the energy dissipating plate is also used as a longitudinal expansion (6) or a horizontal system (10) or a yellow 6 in the manner shown in Fig. 54 and Fig. 5, and is opened (hopefully! and ^, the effect of use; Figure 57 shows the way in which the wings of the energy dissipation plate (10) are cut in a straight line to reduce the sectional area; the 58th picture shows the energy dissipation: the plate is formed into a slab 〒 ^ 64 figure is not the energy dissipation plate (57 ) is a shape of the wing plate, but the outer part only has the upper and lower sides instead of the outer frame of the Wei plus 'as shown in Fig. 65, following the rectangular plate】;) ^m side part is generated before and after Shape _ = = sr wing Figure 67 is the way the wing is boring; the 68th Ξ ίί3 = ί ̄ reduction of the sectional area; Figure 69 is the use of the wing (ten reduction _; 7_ can Plate (ten sub-arrangement + cross-section linear inner-shrinking wing) (34) One of the other preferred ones is to make the height of the shear-type damping energy absorber even lower, using an energy dissipating plate (75) The deformation mode is as shown in Figure 72, and the outer side is removed. The rectangular frame of the knife makes the horizontal upper fixing seat (43) and the horizontal lower fixing seat (44) relatively close to each other, greatly reducing the height of the force-type damping energy absorber, and the inner group m is shown in the figure 74. The energy dissipating plate (75) is fixed at both ends to the horizontal and lower solid seat (10), and the central part is fixed on the horizontal type. The fixed position is fixed under the seat 44. When the horizontal displacement occurs, the center is divided into the outer part. The sub-synchronization produces a relative horizontal movement 'the deformation shown in the figure, the shear-type damping energy absorber (10) and the figure and Figure 76. Because of the lower shear strength (76), such as the 77th As shown in the figure, the 剪ί ΐ shear damper (77) ' can have both bidirectional ^ damper / for this effect, the installation method is shown in Figure 78 and Figure 79. (10) As shown in the figure, the two sets of dynamic damping energy absorbers ΙϊίΙΙ^ 35^; Ϊ消式; Figure 87, Figure 88, the energy dissipation plate (10) adopts the horizontal direction 5 mwtt = t = The lower side produces a front and rear water 相对 with respect to the outer part. The figure 90 and the pattern shown in Fig. 91 are grouped together - : 2 ϊΪΪ Ϊ Ϊ 消 消 ( : : : : : : : : : : : 下 下 下 下 下 下 下 下 下 下 下 下The deformation is shown in the horizontal figure of the lower solids ^=L and the lower jaw (44). Figure 92 shows the array mode; the 93rd ® xiaoxiao board (10) other than the energy dissipation plate (96) and the 挞: = gamma energy dissipation plate (10) at the center of the energy dissipation plate (10) === In the first figure and the 97th figure, the energy dissipation plate (10) is serially locked, and the upper side of the outer part is serially fastened to the horizontal upper solid seat (43). The lower side is connected in series to the horizontal fixed. Block (44), dying f ίί (43) and horizontal lower mount (44) produce relative horizontal displacement with ί plate (96) to produce the deformation mode shown in Figure 95, staggered shear-type reduction energy dissipation s(10)) and the staggered shear-type vibration absorbing energy absorber (97) are installed as
Lmfn圖所示’第_圖所示為消能板⑽)之陣列 展開方式；第1G1 ®則能板⑽)其他健之型式。 述ίΐΐ板皆以間隔板交互疊加後以螺栓串接鎖固於 f ，如第102圖與第103圖所示，固ί座改 m凹1式加勁岐座⑽）’嵌人凹槽式加勁固定座 ?，消能板(57)嵌入凹槽後，以外側連結螺 時功效，導引魏板(57)中央部分變形 w第104目與第105圖所示為帛73圖所示之剪力 能裔（76)之橫式上固定座(43)與橫式下固定座(44) 私 入凹槽橫式上固定座（107)触入凹槽橫式下固定嵌 板⑵，消能板㈤直接丧人凹槽後以中央連結^检 iti卜r連結螺栓⑻分卿固於嵌人凹槽橫式上固定座 (107)與欽凹槽橫式下固定座⑽）；第圖所 凹槽橫式下固定座⑽)更換為丨城人凹槽橫式二 疋座（單層）（110);第107圖所示則為上、下固定座更改 上蚊座（雙層）(111)及嵌入凹槽橫式下固定座入 ，以雙層之方式減小剪力式減震消能器（1〇9)之 見度，同％提供螺栓鎖固於結構桿件時所需之空間。 圖與第109 ®所福第％圖所示之交錯剪力式減震消能器 (97)，以嵌入凹槽橫式上固定座〇〇7)與嵌入凹槽橫式下固^ 座（108)組立之較佳方式。 橡膠為隔減震及消能之良好材料，高阻尼橡膠之效果更 如第110圖與帛111圖所示，將橡膠板〇⑷夾於消能板 (57)之翼板之間，翼板變形時同時擠壓橡谬板(114)變形，萨 ，強化減震消能器之減震消能效果。第112圖與第I"圖所 不為使用橡朦塊（116)將消能板(57)與間隔板⑵完整包覆並 丄*324204 真，於所有雜之中；第114酬將雜板⑽制隔板⑵ ^中央與外側連結部分外露，其騎分以橡膠充填包覆；第 15圖所不為第114圖所示之-體成型橡膠消能器-2(118)中 ^間隔板⑵取消，可直接触人凹槽式之収座相互嵌入後 鎖固。 _上述之消能板皆為一體成形，但也可採用如第116圖所 以兩組間隔板⑵將翼板排列後夾於中間即完成一 i、t板皁兀，再將複數組單元以螺栓串接鎖固於固定座即完 成與上述相同之減震消能器。The Lmfn diagram shows that the 'figure diagram shows the array expansion mode of the energy dissipation panel (10); the 1G1 ® energy board (10) has other health types. The ΐΐ ΐΐ 皆 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互 交互Fixing seat?, after the energy dissipating plate (57) is inserted into the groove, the function of connecting the screw to the outside is used to guide the deformation of the central part of the Wei plate (57). The 104th and 105th drawings show the scissors shown in Fig. 73. The horizontal upper fixed seat (43) and the horizontal lower fixed seat (44) of the Lieneng (76) private recessed horizontal upper fixed seat (107) touches the groove horizontally fixed lower panel (2), energy dissipation The board (5) directly mourns the groove and then connects the center with a joint to check the joint bolt (8). The joint is fixed on the horizontal recessed fixed seat (107) and the horizontal recessed lower fixed seat (10); The groove horizontal lower fixing seat (10) is replaced with the Yucheng people groove horizontal type two-seat (single layer) (110); the 107th picture shows the upper and lower fixed seat changing the mosquito seat (double layer) ( 111) and the embedded groove is fixed in the horizontal direction to reduce the visibility of the shear-type vibration absorbing energy absorber (1〇9) in a double-layer manner, and the same as the requirement of the bolt to be fixed to the structural member Space. The staggered shear-type damper (97) shown in Figure 109 and Figure 109 is used to embed the groove-shaped upper fixed seat 〇〇 7) and the recessed-in recessed horizontal seat ( 108) The preferred way of organizing. Rubber is a good material for damping and energy dissipation. The effect of high damping rubber is as shown in Figure 110 and Figure 111. The rubber plate 〇 (4) is sandwiched between the wings of the energy dissipation plate (57), the wing plate At the same time of deformation, the rubber plate (114) is deformed at the same time, and the shock absorption and energy dissipation effect of the vibration damping device is enhanced. Figure 112 and the first " Figure do not use the rubber block (116) to completely cover the energy dissipation plate (57) and the partition plate (2) and 丄 *324204 true, among all the impurities; the 114th will be miscellaneous (10) Separator (2) ^The central and outer joints are exposed, and the ride is covered with rubber; the 15th figure is not the body-formed rubber dissipator-2 (118) (2) Cancellation, which can be directly contacted with the recessed seat of the person to be embedded and locked. _The above energy dissipation plates are all integrally formed, but as shown in Fig. 116, the two sets of partition plates (2) are arranged in the middle of the wing plates to complete an i, t plate sapon, and then the composite array unit is bolted. The series of shock absorbers are completed in the same position as above.
【圖式簡單說明】 第1圖. 第2圖. 第3圖. 第4圖. 第5圖. 第6圖· 第7圖. 第8圖. 第9圖· 第10圖. 第11圖. 第12圖. 第13圖. 第14圖. 第15圖· 第16圖· 第17圖. 第18圖. 第19圖. 第20圖. 第21圖. 習用三角形鋼板消能器之立體圖 習用X形鋼板消能器之立體圖 消能板之立體圖 消能板變形之立體圖 軸力式減震消能器之組立圖 轴力式減震消能器之工程視圖 加，軸力式減震消能器之組立圖 加勁軸力式減震消能器之工程視圖 消能板之立體圖 消能板與矩形導板之組立圖 軸力式減震消能器之組立圖 加勁軸力式減震消能器之組立圖 消能板之立體圖 消能板與圓形導柱之組立圖 加勁軸力式減震消能器之組立圖 消能板之立體圖 消能板與门形導板之組立圖 加勁軸^7式減震消能器之組立圖 串連加勁軸力式減震消能器之組立圖 雙頭加勁軸力式減震消能器之組立圖 雙頭加勁軸力式減震消能器之工程視圖 11 1324204 ' 第22圖.消能板之立體圖 第23圖.消能板變形之立體圖 第24圖.加勁軸力式減震消能器之組立圖 第25圖.加勁軸力式減震消能器之工程視圖 第26圖.消能板之立體圖 - 第27圖.消能板變形之立體圖 第28圖.轴力式交錯減震消能器之組立圖 第29圖.轴力式交錯減震消能器之工程視圖 第30圖.軸力式減震消能器之安裝方式示意圖 第31圖.軸力式減震消能器之安裝方式示意圖 第32圖.軸力式減震消能器之安裝方式示意圖 • 第33圖.軸力式減震消能器之安裝位置示意圖 第34圖.軸力式減震消能器之安裝位置示意圖 第35圖.軸力式減震消能器之安裝位置示意圖 第36圖.剪力式減震消能器之組立圖 第37圖.剪力式減震消能器之工程視圖 第38圖.剪力式減震消能器之安裝方式示意圖 第39圖.剪力式減震消能器之安裝方式示意圖 第40圖.剪力式減震消能器之安裝位置示意圖 第41圖.剪力式減震消能器之安裝位置示意圖 第42圖.加勁剪力式減震消能器之組立圖 第43圖.加勁剪力式減震消能器之工程視圖 • 第44圖.加勁剪力式減震消能器之安裝方式示意圖 第45圖.加勁剪力式減震消能器之安裝方式示意圖 第46圖.剪力式減震消能器之組立圖 第47圖.剪力式減震消能器之工程視圖 第48圖.剪力式減震消能器之安裝方式示意圖 第49圖.剪力式減震消能器之安裝方式示意圖 第50圖.剪力式減震消能器之組立圖 第51圖.剪力式減震消能器之工程視圖 第52圖.剪力式減震消能器之安裝方式示意圖 第53圖.剪力式減震消能器之安裝方式示意圖 第54圖.消能板之立體圖 第55圖.消能板之立體圖 12 1324204 第56圖.消能板之立體圖 第57圖.消能板之立體圖 第58圖.消能板之立體圖 第59圖.消能板之立體圖 第60圖.消能板之立體圖 第61圖.消能板之立體圖 第62圖.消能板之立體圖 第63圖.消能板之立體圖 第64圖.消能板之立體圖 第65圖.消能板與矩形導板之組立圖 第66圖.消能板之立體圖 第67圖.消能板之立體圖 第68圖.消能板之立體圖 第69圖.消能板之立體圖 第70圖.消能板之立體圖 第71圖.消能板之立體圖 第72圖.消能板變形之立體圖 第73圖.剪力式減震消能器之組立圖 第74圖.剪力式減震消能器之工程視圖 第75圖.剪力式減震消能器之安裝方式示意圖 第76圖.剪力式減震消能器之安裝方式示意圖 第77圖.交錯疊加剪力式減震消能器之組立圖 第78圖.交錯疊加剪力式減震消能器之安裝方式示意圖 第79圖.交錯疊加剪力式減震消能器之安裝方式示意圖 第80圖.剪力牆減震消能器之組立圖 第81圖.剪力牆減震消能器之工程視圖 第82圖.剪力牆減震消能器之安裝方式示意圖 第83圖.剪力牆減震消能器之安裝方式示意圖 第84圖.剪力牆減震消能器之安裝方式示意圖 第85圖.消能板之立體圖 第86圖.消能板之立體圖 第87圖.消能板之立體圖 第88圖.消能板之立體圖 第89圖.消能板變形之立體圖 13 第90圖.交錯剪力式減震消能器之組立圖 第91圖.交錯剪力式減震消能器之工程視圖 第92圖.消能板之立體圖 第93圖.消能板之立體圖 第94圖.消能板之立體圖 第95圖.消能板變形之立體圖 第96圖.交錯剪力式減震消能器之組立圖 第97圖.交錯剪力式減震消能器之工程視圖 第98圖.交錯剪力式減震消能器之安裝方式示意圖 第99圖.交錯剪力式減震消能器之安裝方式示意圖 第100圖.消能板之立體圖 第101圖.消能板之立體圖 第102圖.加勁轴力式減震消能器之組立圖 第103圖.加勁軸力式減震消能器之工程視圖 第104圖.剪力式減震消能器之組立圖 第105圖.剪力式減震消能器之工程視圖 第106圖.剪力式減震消能器之組立圖 第107圖.剪力式減震消能器之組立圖 第108圖.交錯剪力式減震消能器之組立圖 第109圖.交錯剪力式減震消能器之工程視圖 第110圖.橡膠夾層消能板之組立圖 第111圖.橡膠夾層消能板之組立圖之工程視圖 第112圖.一體成型橡膠消能器-1之組立圖 第113圖.一體成型橡膠消能器-1之工程視圖 第114圖.一體成型橡膠消能器-2之組立圖 第115圖.一體成型橡膠消能器-3之組立圖 第116圖.組合式消能板之組立圖 【主要元件符號說明】 1.消能板(矩形框+ —字形排列+斷面直線内縮翼板) 201. 消能板之中央部分 202. 消能板之翼板部分 203. 消能板之外側部分 1324204 2. 間隔板 3. 端隔板 4. 連結隔板 5. 固定座 6·中央連結螺栓 7. 中央連結螺帽 8. 外側連結螺栓 9·外侧連結螺帽 10♦轴力式減震消能器（矩形框+ 一字形排列+斷面直線 内縮翼板） 11. 加勁固定座[Simple diagram of the diagram] Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6 · Figure 7. Figure 8. Figure 9 · Figure 10. Figure 11. Fig. 12. Fig. 13. Fig. 14. Fig. 15 · Fig. 16 · Fig. 18 Fig. 18 Fig. 19 Fig. Fig. 20 Fig. 21. Stereoscopic drawing of the conventional triangular steel plate eraser X Stereoscopic diagram of the energy dissipator of the steel plate dissipative plate Stereoscopic diagram of the dissipative plate deformation diagram of the axial force type vibration damping energy dissipator set diagram Axial force damping energy absorber engineering view plus, axial force damping energy absorber The group view vertical drawing force force damping absorber engineering view energy dissipating plate three-dimensional diagram energy dissipation board and rectangular guide plate group diagram axial force damping energy absorber group vertical diagram stiffening axial force damping energy absorber The group of the vertical diagram of the energy dissipation plate and the circular guide column are assembled. The diagram of the stiffening axial force damping absorber is set. The three-dimensional diagram of the energy dissipation plate and the door guide plate are assembled. Group of 7-type shock absorbers, vertical diagrams, series of stiffened axial force damping absorbers, set of diagrams, double-headed stiffening, axial force-absorbing damping, group of diagrams, double-headed stiffening, axial force damping, energy dissipation Engineering view of the device 11 1324204 ' Fig. 22. Stereogram of the energy dissipation plate Fig. 23. Stereogram of the deformation of the energy dissipation plate. Figure 24. Group diagram of the stiffening axial force damping absorber. Figure 25. Stiffening axial force Engineering view of the damper absorber Figure 26. Stereo view of the energy dissipation plate - Fig. 27. Stereogram of the deformation of the energy dissipation plate. Figure 28. Group diagram of the axial force interlaced damper. Figure 29. Axial force Engineering view of the interlaced energy absorbing energy dissipator Figure 30. Schematic diagram of the installation method of the axial force damping damper Figure 31. Schematic diagram of the installation method of the axial force absorbing energy absorbing device Figure 32. Axial force reduction Schematic diagram of the installation method of the damper • Fig. 33. Schematic diagram of the installation position of the axial force absorbing energy absorbing device. Figure 34. Schematic diagram of the installation position of the axial force absorbing energy absorbing device. Fig. 35. Axial force damper Schematic diagram of the installation position of the energy dissipator Figure 36. Group diagram of the shear-type damping energy absorber Figure 37. Engineering view of the shear-type damping energy absorber Figure 38. Shear force damping energy absorber Schematic diagram of the installation method Fig. 39. Schematic diagram of the installation method of the shear-type damping absorber Figure 40. Installation position of the shear-type damping absorber Figure 41. Schematic diagram of the installation position of the shear-type damping absorber Figure 42. Group diagram of the stiffening shear-type damping absorber Figure 43. Engineering view of the stiffening shear-type damping absorber • Figure 44. Schematic diagram of the installation method of stiffening shear-type damping absorber. Figure 45. Schematic diagram of the installation method of stiffening shear-type damping absorber. Figure 46. Group diagram of shear-type damping absorber Figure 47. Engineering view of the shear-type damping absorber Figure 48. Schematic diagram of the installation method of the shear-type damping absorber Figure 49. Schematic diagram of the installation method of the shear-type damping absorber. Figure 51 of the set of shear-type damping absorbers. Engineering view of the shear-type damping absorbers Figure 52. Schematic diagram of the installation of shear-type damping absorbers Figure 53. Shear-type reduction Schematic diagram of the installation method of the energy absorbing device. Fig. 54. Stereo view of the energy dissipation plate Fig. 55. Stereo view of the energy dissipation plate 12 1324204 Fig. 56. Stereo view of the energy dissipation plate Fig. 57. Stereogram of the energy dissipation plate Fig. 58. Fig. 59 of the dissipative plate. Fig. 60 of the dissipative plate. Fig. 61. Fig. 61 of the dissipative plate. Fig. 62 of the dissipative plate. Fig. 63. Stereo view of the energy dissipation plate Fig. 64. Stereogram of the energy dissipation plate Fig. 65. Group diagram of the energy dissipation plate and the rectangular guide plate Fig. 66. Stereo view of the energy dissipation plate Fig. 67. Energy dissipation plate Fig. 68. Stereo view of the energy dissipation plate Fig. 69. Stereo view of the energy dissipation plate Fig. 70. Stereo view of the energy dissipation plate Fig. 71. Stereo view of the energy dissipation plate Fig. 72. Stereoscopic view of the energy dissipation plate Fig. Schematic diagram of the shear-type damping absorber Fig. 74. Engineering view of the shear-type damping absorber Figure 75. Schematic diagram of the installation method of the shear-type damping absorber Figure 76. Shear Schematic diagram of the installation method of the type of vibration absorbing energy absorber. Fig. 77. Group diagram of the staggered superposition shear force absorbing energy absorbing device. Fig. 78. Schematic diagram of the installation method of the staggered superposition shear force absorbing energy absorbing device. Fig. 79. Interlaced Schematic diagram of the installation mode of the superimposed shear-type vibration absorbing energy absorber. Fig. 81. The set of the shear wall energy absorbing energy absorber. Figure 81. Engineering view of the shear wall energy absorbing energy absorber. Figure 82. Shear wall Schematic diagram of the installation method of the vibration absorbing energy absorber. Fig. 83. Schematic diagram of the installation method of the shear wall energy absorbing energy absorber. Fig. 84. Shear wall vibration absorbing energy absorber Fig. 85 is a schematic view of the installation mode. Fig. 86 is a perspective view of the energy dissipation plate. Fig. 87 is a perspective view of the energy dissipation plate. Fig. 88 is a perspective view of the energy dissipation plate. Fig. 89 is a perspective view of the energy dissipation plate. Fig. 89 is a perspective view of the deformation of the energy dissipation plate. Fig. 90. Group diagram of staggered shear damper absorber Fig. 91. Engineering view of staggered shear damper damper Fig. 92. Stereo view of energy absorbing plate Fig. 93. Stereogram of energy absorbing plate Figure 94. Stereo view of the energy dissipation plate Fig. 95. Stereo view of the deformation of the energy dissipation plate. Fig. 96. Group diagram of the staggered shear force absorber. Fig. 97. Engineering of the staggered shear force absorber View Figure 98. Schematic diagram of the installation method of the staggered shear-type vibration absorber. Figure 99. Schematic diagram of the installation method of the staggered shear-type vibration absorber. Figure 100. Stereo view of the energy-dissipation plate. Figure 101. Stereo view of the board Figure 102. Group diagram of the stiffened axial force absorbing energy absorber Figure 103. Engineering view of the stiffened axial force absorbing energy damper Figure 104. Group diagram of the shear absorbing damper Figure 105. Engineering view of the shear-type damping energy absorber Figure 106. Group diagram of the shear-type damping energy absorber Figure 107. Shear force reduction Group diagram of the energy dissipator Figure 108. Group diagram of the staggered shear damper absorber Figure 109. Engineering view of the staggered shear damper absorber Figure 110. Group diagram of the rubber interlayer energy dissipation panel Figure 111. Engineering view of the assembled view of the rubber interlayer energy dissipation panel. Fig. 112. Group diagram of the integrally formed rubber energy dissipator-1. Fig. 113. Engineering view of the integrally formed rubber energy dissipator-1. Fig. 114. Figure 115 of the formed rubber dissipator-2. Figure of the integrated rubber dissipator-3. Figure 116. Group diagram of the combined energy dissipating plate [Description of main components] 1. Energy dissipating plate (rectangle) Frame + - glyph arrangement + section linear inwardly shrinking wing) 201. The central part of the energy dissipation plate 202. The wing plate part of the energy dissipation plate 203. The outer side part of the energy dissipation plate 1324204 2. Spacer 3. End partition 4 Connecting spacer 5. Fixing seat 6·Center connecting bolt 7. Central connecting nut 8. Outer connecting bolt 9·Outer connecting nut 10♦ Axial force damping absorber (rectangular frame + inline arrangement + section Straight inward flaps) 11. Stiffening seat
12. 蓋板 13. 固定座螺栓 14·固定座螺帽 15. 承壓板 16. 承拉板 Π.加勁軸力式減震消能器（矩形框+ 一字形排列+斷面 直線内縮翼板） 18. 消能板(矩形框+ —字形排列+斷面直線内縮翼板+ 矩形導板） 19. 矩形導板12. Cover plate 13. Fixing seat bolts 14. Fixing seat nuts 15. Bearing plate 16. Tension plate Π. Stiffened axial force damping absorber (rectangular frame + inline arrangement + section straight inner fin Board) 18. Energy Dissipation Board (Rectangular Frame + - Glyph Arrangement + Sectional Inline Retracting Wing + Rectangular Guide) 19. Rectangular Guide
20. 軸力式減震消能器（矩形框+ 一字形排列+斷面直線 内縮翼板+矩形導板） 21. 加勁轴力式減震消能器（矩形框_| —字形排列+斷面 直線内縮翼板+矩形導板） 22. 消能板(矩形框+ ·~~字形排列+斷面直線内縮翼板+ 圓形導柱） ' 23. 圓形導柱 24. 加勁軸力式減震消能器（矩形框+—字形排列+斷面 直線内縮翼板+圓形導柱） 25·消能板(矩形框+—字形排列+斷面直線内縮翼板+ 门形導板） ' 26.门形導板 15 1324204 7· 06905123 tus 2 2 2 3 3 3 3 3 3 ····· 6 7 8 9 0 1 3 3 3 3 4 4 42.43.44.45:46.47.48.49.50. 加勁軸力式減震消能器（矩形框+一字形排列+斷面 直線内縮翼板+门形導板） 串連加勁軸力式減震消能器 雙頭加勁固定座 分隔板 雙頭加勁軸力式減震消能器 消能板（圓形框+環狀排列+斷面直線内縮翼板） 加勁軸力式減震消能器（圓形框+環狀排列+斷面直 線内縮翼板） 消能板(十字形排列+斷面直線内縮翼板） 軸力式交錯減震消能器（十字形排列+斷面直線内縮 翼板） 斜撐桿件 橫樑 固定腳架 上固定座 下固定座 剪力式減震消能器（矩形框+ —字形排列+斷面直線 内縮翼板+门形導板） 加勁剪力式減震消能器（矩形框+—字形排列+斷面 直線内縮翼板+门形導板） 橫式上固定座 橫式下固定座 剪力式減震消能器（矩形框^—字形排列+斷面直線 内縮翼板+门形導板） 剪力式減震消能器（圓形框+環狀排列+斷面直線内 縮翼板） 消能板(縱向陣列+矩形框+—字形排列+斷面直線 内縮翼板+门形導板） 消能板(橫向陣列+矩形框+—字形排列+斷面直線 内縮翼板+门形導板） 消能板(縱橫向陣列+矩形框Η—字形排列+斷面直 線内縮翼板+门形導板） 消能板(矩形框+開孔+ —字形排列+斷面直線内縮 1324204 翼板） 51 ·消能板(矩形框+ 一字形排列+斷面曲線内縮翼板） 52·消能板(矩形框+開孔+ 一字形排列+斷面曲線内縮 翼板） 53.消能板（方形框+十字形排列+斷面直線内縮翼板） 54·消能板(方形框+環狀排列+斷面直線内縮翼板） 55.消能板（多邊形框+環狀排列+斷面直線内縮翼板） 56·消能板（圓形框+環狀排列+斷面曲線内縮翼板） 57. 消能板(一字形排列+斷面直線内縮翼板+矩形導板) 58. 消能板(縱向陣列—字形排列+斷面直線内縮翼板 +矩形導板） ' 59. 消能板(橫向陣列π—字形排列+斷面直線内縮翼板 +矩形導板） 、 60·消能板(縱橫向陣列+ —字形排列+斷面直線内縮翼 板+矩形導板） 、 61.消Sb板(縱向陣列+開孔—字形排列+斷面直線内 縮翼板+矩形導板） 62·消能板(橫向陣列+開孔+ —字形排列+斷面直線内 縮翼板+矩形導板） 63. 消能板(縱橫向陣列+開孔+ —字形排列+斷面直線 内縮翼板+矩形導板） 64. 消能板（一字形排列+斷面曲線内縮翼板+矩形導板)20. Axial force damping absorber (rectangular frame + inline arrangement + section linear inward shrinking wing + rectangular guide plate) 21. Stiffened axial force damping absorber (rectangular frame _| - glyph arrangement + Sectional line inwardly shrinking wing + rectangular guide plate) 22. Energy dissipation plate (rectangular frame + ·~~ glyph arrangement + section linear inwardly shrinking wing + circular guide column) ' 23. Round guide post 24. Stimulate Axial force damping absorber (rectangular frame + - shape arrangement + section linear inward shrinking wing + circular guide column) 25 · Energy dissipation plate (rectangular frame + - shape arrangement + section linear inward shrinking wing + Gate guide) ' 26. Door guide 15 1324204 7· 06905123 tus 2 2 2 3 3 3 3 3 3 ····· 6 7 8 9 0 1 3 3 3 3 4 4 42.43.44.45:46.47. 48.49.50. Stiffener axial force damping absorber (rectangular frame + inline arrangement + section linear inward flap + door guide) series of stiffened axial force damping absorber double head stiffening seat Partitioning plate double-head stiffening axial force damping energy absorber energy dissipation plate (round frame + annular arrangement + section linear inner shrinking wing) stiffening axial force damping energy absorber (round frame + ring) Arrangement + section straight inward shrinking wing) energy dissipation board (cross shape Column + section linear inward shrinking wing) Axial force staggered damping energy dissipator (cross-shaped arrangement + section linear inwardly shrinking wing) Diagonal bracing beam fixed foot frame on the lower seat fixing seat shearing force reduction Earthquake dissipator (rectangular frame + - glyph arrangement + section linear inward shrinking wing + door guide) stiffening shear type damping absorber (rectangular frame + - glyph arrangement + section linear inward flap + Door guide) Horizontal type fixed seat horizontal lower fixed seat shear type vibration damping energy absorber (rectangular frame ^-shaped arrangement + section linear inner shrinking wing + door guide) Shear force damping Energy device (round frame + ring arrangement + section line inner shrinking wing plate) energy dissipation plate (longitudinal array + rectangular frame + - glyph arrangement + section linear inward shrinking wing + door guide) Horizontal array + rectangular frame + - font arrangement + section linear inward shrinking wing + door guide) Energy dissipation board (vertical and horizontal array + rectangular frame Η - font arrangement + section linear inward shrinking wing + door guide Energy dissipation board (rectangular frame + opening + - glyph arrangement + section straight line retraction 1324204 wing) 51 · Energy dissipation plate (rectangular frame + inline arrangement + section curve inner fin Board) 52· Energy Dissipation Board (Rectangular Frame + Opening + Inline Arrangement + Section Curved Inner Shrinking Plate) 53. Energy Dissipation Board (Square Frame + Cross Arrangement + Sectional Straight Inner Shrinking Flange) 54· Energy board (square frame + ring arrangement + section line inner shrinking wing board) 55. Energy dissipation board (polygon frame + ring arrangement + section line inner shrinking wing board) 56 · Energy dissipation board (round frame + ring Shaped arrangement + section curve inner shrinking wing) 57. Energy dissipation board (inline arrangement + section linear inwardly shrinking wing + rectangular guide) 58. Energy dissipation board (longitudinal array - glyph arrangement + section straight line retraction) Wing plate + rectangular guide plate) ' 59. Energy dissipation plate (transverse array π-character arrangement + cross-section linear inner fin plate + rectangular guide plate), 60· energy dissipation plate (longitudinal and horizontal array + - glyph arrangement + section Linear inward flaps + rectangular guides), 61. Sb-free plates (longitudinal array + open hole - glyph arrangement + cross-section linear inner fins + rectangular guide) 62 · energy dissipation plate (horizontal array + opening + - glyph arrangement + section straight line inner shrinking wing + rectangular guide plate) 63. energy dissipation plate (vertical and horizontal array + opening + - glyph arrangement + section linear inwardly shrinking wing + rectangular guide) 64. energy dissipation board (line shape + Blade + the cross section curve of a rectangular guide plate reduction)
65. 消能板(縱向陣列+ —字形排列+斷面曲線内縮翼板 +矩形導板） ' 66·消能板(橫向陣列+ —字形排列+斷面曲線内縮翼板 +矩形導板） 、 67. >肖能板(縱橫向陣列Η —字形排列+斷面曲線内縮翼 板+矩形導板） 68. 消能板（開孔Η —字形排列+斷面曲線内縮翼板+矩 形導板） 69. 消能板(縱向陣列+開孔Η —字形排列+斷面曲線内 縮翼板+矩形導板） 70. 消能板(橫向陣列+開孔+ —字形排列+斷面曲線内 縮翼板） 17 132420465. Energy Dissipation Board (Vertical Array + - Glyph Arrangement + Section Curved Inner Shrink Plate + Rectangular Guide Plate) ' 66 · Energy Dissipation Board (Horizontal Array + - Glyph Arrangement + Section Curve Inner Shrink Plate + Rectangular Guide Plate ), 67. > Xiaoneng board (vertical and horizontal array Η - font arrangement + section curve inner shrinking wing + rectangular guide) 68. Energy dissipation board (opening Η - font arrangement + section curve inner flap + Rectangular guide plate) 69. Energy dissipation plate (longitudinal array + open hole Η - glyph arrangement + cross-section curve inner shrinking plate + rectangular guide plate) 70. Energy dissipation plate (lateral array + opening + - glyph arrangement + broken) Face curve inner flap) 17 1324204
71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85.86. 87.88. 89. 90. 開孔—字形制+斷面曲線 ，能板（開孔+十字形排列+斷面直線内縮翼板） 巧能板(十字形排列+斷面曲線内縮翼板） 巧能板（開孔+十字形排列+斷面曲線内縮翼板） 消能板（一字形排列+斷面直線内縮翼板）、 剪力式減震消能器（一字形排列+斷面直線内縮翼板) 雙向剪力式減震消能器（一字形排列+斷面直線内縮 翼板） ^ 内牆固定座 外牆固定座 剪力牆式減震消能器（一字形排列+斷面直線内縮翼 板） ，、 92. 93. 94. ，，板(單框+—字形排列+斷面直線内縮翼板） ^，板(縱向陣列+—字形排列+斷面直線内縮翼板) ^，板(橫向陣列+—字形排列+斷面直線内縮翼板) 消能板(縱橫向陣列+—字形排列+斷面直線内縮翼 板) ' ^能板（開孔+—字形排列+斷面直線内縮翼板） 3，板（一字形排列+斷面曲線内縮翼板）、 ，能板（開孔+—字形排列+斷面曲線内縮翼板） ，能板(雙層+中央分離+—字形排列+斷“直線内 縮翼板） 交錯剪力式減震消能器（雙層+中央分離+一字形排 歹?+斷面直線内縮翼板） 消能板(雙層+中央分離+橫向陣列+ 一字形排列+ ^面直線内縮翼板） 消能板(雙層+中央分離+縱向陣列+一字形排列+ ，©直線内縮翼板） 消能板(雙層+中央分離+縱橫向陣列+一字形排列 +斷面直線内縮翼板） 消能板(雙層+中央分離+開孔+一字形排列+斷面 直線内縮翼板） 消能板(雙層+中央分離+—字形排列+斷面曲線内 132420471. 73. 74. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85.86. 87.88. 89. 90. Opening - glyph + section curve, energy board (open Hole + cross-shaped arrangement + section straight-line inner shrinking wing board) Skillful board (cross-shaped arrangement + section curve inner shrinking wing board) Skillful board (opening + cross-shaped arrangement + section curve inner shrinking wing) Energy board (inline arrangement + section linear inward shrinking wing), shear type damping absorber (inline arrangement + section linear inwardly shrinking wing) Bidirectional shear type damping absorber (inline arrangement) + cross-section linear inner fins) ^ inner wall fixed seat outer wall fixed seat shear wall type vibration damping energy absorber (inline shape + section linear inner shrinking wing), 92. 93. 94. ,, Plate (single frame + - glyph arrangement + section linear inwardly shrinking wing) ^, plate (longitudinal array + - glyph arrangement + section linear inwardly shrinking wing) ^, plate (transverse array + - glyph arrangement + section straight line Inner shrinking plate) Energy dissipating plate (longitudinal and horizontal array +-shaped arrangement + cross-section linear inner-wing flap) ' ^ energy board (opening + - shape arrangement + section linear inner shrinking wing) 3, board (one Glyph arrangement + section curve inner flap), , energy board (opening + - shape arrangement + section curve inner shrinking wing), energy board (double layer + central separation + - font arrangement + broken "linear inward shrinking wing board" staggered shear force damping energy absorber (Double layer + central separation + one-line row 歹? + section straight line inner shrinking wing) Energy dissipation board (double layer + central separation + horizontal array + inline arrangement + ^ surface straightening inner wing) Double layer + central separation + longitudinal array + inline arrangement + , © linear inwardly shrinking wing) Energy dissipation plate (double layer + central separation + vertical and horizontal array + inline arrangement + section linear inwardly shrinking wing) (double layer + central separation + opening + one-line arrangement + cross-section straight inner shrinking wing) energy dissipation board (double layer + central separation + - glyph arrangement + section curve inside 1324204
95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116· 縮翼板） 消能板(雙層+中央分離+開孔+ —字形排列+斷面 曲線内縮翼板） 消能板(雙層+外側分離+ —字形排列+斷面直線内 縮翼板） 交錯剪力式減震消能器（雙層+外側分離+ —字形排 列+斷面直線内縮翼板） 消能板(雙層+外側分離+橫向陣列+ —字形排列+ 斷面直線内縮翼板） 消能板(雙層+外側分離+縱向陣列+ —字形排列+ 斷面直線内縮翼板） 消能板(雙層+外側分離+縱橫向陣列+ —字形排列 +斷面直線内縮翼板） 消能板(雙層+外側分離+開孔+ —字形排列+斷面 直線内縮翼板） 消能板(雙層+外侧分離+ 一字形排列+斷面曲線内 縮翼板） 消能板(雙層+外側分離+開孔+ 一字形排列+斷面 曲線内縮翼板） 嵌入凹槽式加勁固定座 導軌凹槽側板 加勁軸力式減震消能器（嵌入凹槽） 嵌入凹槽橫式上固定座 嵌入凹槽橫式下固定座 剪力式減震消能器（嵌入凹槽+ 一字形排列+斷面直 線内縮翼板） 嵌入凹槽橫式下固定座（單層） 嵌入凹槽橫式上固定座（雙層） ，入凹槽橫式下固定座（雙層） 交錯j力式減震消能器（嵌入凹槽+雙層+外側分離 士一字形排列+斷面直線内縮翼板） 橡膠板或高分子材料板 橡膠夹層消能板 橡膠塊或高分子材料塊 1995. 96. 97. 98. 99. 100. 101. 102. 103. 109. 105. 106. 107. 108. 109. 111. 112. 113. 114. 115. 116· Shrinking plate) Energy dissipation Plate (double layer + central separation + opening + - glyph arrangement + section curve inner shrinking wing plate) energy dissipation plate (double layer + outer separation + - glyph arrangement + section linear inward shrinking wing) staggered shear force reduction Earthquake dissipator (double layer + outer separation + - glyph arrangement + cross section linear inner wing plate) energy dissipation plate (double layer + outer separation + lateral array + - glyph arrangement + cross section linear inner wing plate) Plate (double layer + outer separation + longitudinal array + - glyph arrangement + section linear inwardly shrinking wing) energy dissipation plate (double layer + outer separation + vertical and horizontal array + - glyph arrangement + section linear inwardly shrinking wing) Energy board (double layer + outer side separation + opening hole + - letter shape arrangement + section straight line inner shrinking wing board) energy dissipation board (double layer + outer side separation + inline arrangement + section curve inner shrinking wing board) energy dissipation board ( Double layer + outer side separation + opening hole + inline shape + section curve inner shrinking wing plate) embedded groove type stiffening fixing seat rail groove side plate stiffening axial force type damping absorber (embedded groove) embedded groove The horizontal upper fixed seat is embedded in the groove horizontally. The fixed seat shear type vibration absorbing energy absorbing device (embedded groove + inline arrangement + sectional straight inner shrinking wing plate) is embedded in the groove horizontal lower fixed seat (single layer) Embedding groove horizontally on the fixed seat (double layer), into the groove horizontal lower fixed seat (double layer) staggered j-force damping absorber (embedded groove + double layer + outer separation line inline shape + broken Face straight inward shrinking flap) Rubber sheet or polymer material sheet rubber interlayer energy dissipation plate rubber block or polymer material block 19