M360905 五、新型說明： 【新型所屬之技術領域】 本創作提供一種應用於建築結構之抗風制震摩擦阻尼 —種利用吸能合金板在摩擦消能機制下吸收振動能量之抗風制^置其係關 【先前技術】 結構抗風減震技術主要是藉由在結構之適當位置 率，或吸收振動能量而達到減震目的。台 建築結構中安裝各幻肖能減震裝置以提高 4勢方興未艾，這些消能減震裝置已逐漸成為中、高居建 =些安裝於樓Μ的消能n紐騎# 3主備。 結構受到風力或地震作用產生振動之過程中，構體結合，在 結構結合，_侧結難個购的，，楊之形式與 外，也常因妨礙到門窗之钟罢品，、+ 陈了&成建杀外硯上的不相容 震壁可選擇於框架内之局部空間進行安裝 置，亦可兼作隔間牆之用，廊用μ丨 小θ〜a門囪之S又 作的彈性較大，因此其市場:受度較合建她施 夹層鋼板内填充黏彈性材料，句顿、錢w同時於各 =;ΓΓ產生相對運二此時二=== =====能減編：二 單元=====詞版™。縣結構框架 黏彈性制震壁⑵係安裝於建筑j )及下梁（13)所構成之框架，習用之 、、建木、、.α構上下相鄰樓層之間，其頂部及底部分 M360905M360905 V. New description: [New technical field] The present invention provides a wind-resistant shock-damping friction damping applied to building structures—a wind-resistant system that absorbs vibration energy under the frictional energy dissipation mechanism using an energy-absorbing alloy plate. Its system [Prior Art] Structural wind-damping technology mainly achieves shock absorption by at the appropriate position of the structure or by absorbing vibration energy. The installation of various phantom shock absorbers in the building structure to improve the 4 potential is in the ascendant. These energy-absorbing dampers have gradually become medium and high-residential constructions. Some of them are installed in the building. When the structure is subjected to vibration by wind or earthquake, the structure is combined, and the structure is combined. The side is difficult to purchase. The form and appearance of Yang are often hindered by the door and window, and Chen Chen The incompatible seismic wall on the built-in killing scorpion can be selected for the local space in the frame, or it can also be used as a partition wall. The gallery uses the small θ~a gantry S. The elasticity is relatively large, so its market: the degree of acceptance is better than that of the sandwiched steel plate filled with viscoelastic material, and the sentence and the money w are simultaneously at the same time; the ΓΓ produces the relative operation two at this time two === ===== Can be reduced: two units ===== word version TM. The structural frame of the county The viscoelastic seismic wall (2) is installed in the frame formed by the building j) and the lower beam (13). The top and bottom parts of the upper and lower parts of the upper, lower and upper parts of the structure, the construction, the construction, and the .
Hi12)及下梁（13)接合。習用黏彈性制震壁⑵於組裝前須將其基座 2 下梁(13)之翼板’再將凸緣接合板(22)焊接於基座⑻外緣， 一，、4辰壁體（23)之底部進行接合。此外，上梁（⑵之下翼板亦須焊接 反⑽，俾便與制震壁體⑵)之頂部相互接合。組裝時將制震壁體 ^认，凸緣接，板(22)之間’ ii將壁體基板⑽)放置於基座⑵)上 其;完成後以高強度螺栓(24)分聰繼壁體(23)之㈣基板⑽）盘 .緣板⑵)與凸緣接合板(22)_。f用黏彈性制震壁⑵頂部 將壁體心層_包夾其中並利用高強度螺栓 ^成黏彈性=壁===與補強板⑽以高強度螺检⑽固鎖，完 辟壁⑵之制震壁體(23)的製作方式係於制震壁體⑵）的 亚灰相胆契壁體心層（233)間之空隙填充黏彈性材料（234)而成。 黏祕材料（234)乃高分子聚合材料，其在動態條件下具吸 材料特性吸收結構振動能量。然因高分子聚合 Ϊ =材料長時間使用有老化之虞，且其性能易受溫«化影響- 二材料(234)之消能減震性能會隨之衰減。此外，使用 形⑵之黏彈性材料(234)之標準厚度為5麵，其容許的相對變 有ΐ消能面積，===(234)與鋼板之黏結介面將會剝離，崎 习习肋η心減此。3 ’黏彈性高分子聚合材料之勁度較低， 往往的情況下出力不大，若要達到設計需求， 間使用上的干; 的_，⑽放大尺寸增加成本，亦造成空 .4、’τ、上所述’㈣黏彈性制震^⑵雖為-種概念可行之建筚減震穿置， 不易滿足;P·雷=#法早握。此外’習用黏彈性制震壁⑵的出力不大， ⑵之校、、之出力要求。有鑑於此，有必要針對習用黏彈性制震壁 ⑵之核〜吸糾料、消能運作機制及組裝構造上進行改良。 4 M360905 【新型内容】 成椹株=係觀祕㈣結構之抗關震摩擦阻尼裝置⑶，其主要組 如第2二:上Ϊ體（31)、下壁體（32)、吸能合金板（33)及接合蓋板㈤’ 之間，作抗風制震摩擦阻尼裝置⑶係安裝於建築物相鄰樓層 運動與上:5=^^板(311)及固定螺检⑷與上梁（⑵接合，其 梁（13)接I並、軍# ;下壁體（32)透過下基座板（321)及固定螺栓⑷與下 =接合雜⑸㈣糊）鎖 則以接合螺栓⑸與下辟俨n r干I、卜重^:郤刀 運動執跡上開設長柯: 蝴下壁體（32)於接合螺栓⑸水平 力作用下可輯與下壁體(32)於地震或風 與下壁體⑶）間產生生相對運動’促使吸能合金板⑽ 介面間之摩擦力大小可二辦板(33)與™ 行調整。3 ,卜辟―】、累才王（)之數置及扭力控制，根據設計需求進 勁鈑⑶2及322=力壁體(32)固定端角隅處面上分別銲有角⑽ 細）固魏應賴巾纽破壞；上壁體(31)與下壁 性。 心各1干有側向加勁板(313及323)，以增進其側向穩定 力或用擦阻尼裝置⑶之構造簡單且安裝容易，可使其在風 阻尼裝置t 飾㈣於單純1財控。本_抗風制震摩擦 板⑶;=ί壁酬及下壁體(32)可她^ 與施工作用，改盖栓⑷與結構接合，因此可簡化安裝介面之設計 實用性。此外，制震壁⑵組裝工程繁複之缺點，增進其 題，且其性能不受變因^物、化行為穩定’長時間使用無老化問 能減震性⑶之消 本創作抗風制震摩擦阻尼裝置⑶除前述之基本型式外，上壁體⑶）及下壁 M360905 (,,2)亦可由成對之[型角鋼（π)腹板背對内炎固定並以接合螺栓(6)穿透 對鎖’如第4圖所示。上壁體⑶）及下壁體(32)則透過L型角鋼(35)之翼 板分另|以固定螺检⑷與上梁（12)及下梁（⑶接合，該等L型角鋼(35)之腹 板與其翼板間銲有加難(352)mf進錢纽側向穩定性。另，本創作抗 風制震摩擦阻尼裝置⑶之上壁體(31)及下壁體(32)得為複數層，如第7圖 所不^如此可進一步提升本創作抗風制震摩擦阻尼裝置（3)之吸能減振功 政增加6又计上之彈性。此外，本創作抗風制震摩擦阻尼裝置（3)下壁體(犯） 長匕孔(325)數1彳$為複數，如第8圖所示，俾便縮短本創作抗風制震 擦阻尼裝置(3)之整體寬度，以達到節省安裝空間之目的。 【實施方式】 …以下根據第2圖以及帛3圖說明本創作抗風制震摩擦阻尼裝置⑶之基 本貝施形態。第2圖為本創作抗風制震摩擦阻尼裝置（3)之構造示意圖；第 3圖為本創作抗風制震摩帛阻尼|置⑶之各部元件分解圖。本新型創作抗 風制辰摩娜尼裝置⑶係—種制於建築結構的消能減震裝置，其主體係 由上壁體(33)、下壁體⑽、吸能合金板⑽及接合蓋板㈤組構而成。 本創作抗風繼摩擦阻尼裝置⑶係安裝於建築物相雜層之間，上壁體 (31)透過上基座板(311)及g]定螺栓⑷與上梁（12)接合，其運動與上層樓 板致，下壁體(32)透過下基座板(321)及固定螺栓⑷與下梁（13)接合， 、運動與下層樓板—致；接合蓋板(34)於上壁體⑶）及下壁體⑶)前後兩 則將吸能合純⑶）包夾其巾，其上半段與上壁體(31)重疊部分以接合螺 =5)與上壁體⑶）鎖死固定’下半段與下壁體(32)重疊部分則以接合螺检 ⑸與下壁體(32)鎖緊’由於下壁體(32)於接合螺栓⑸水平運動軌跡上開 设長槽孔(3⑸’耻上賴（31)訂壁體(32)於地震錢力作用下可跟隨 上下樓板之層㈣位而產生相對運動，使吸能合金板⑶）與下壁體⑶）間 產生摩擦而發揮消能作用，藉以提升結構之安全與舒適性。 上壁體⑶）與下壁體⑶）固;t端角隅處面上分別銲有角隅加勁鈑(312 22)以增加強度，避免應力集中產生破壞；上频（31)與下壁體⑶）固 M360905 有側向加勁板(313及323)，以增進其側向穩定性;另於 設置加勁板⑶體⑶）基座板(321)與下尸頻(32)之正交接合面 另，吸能合金板(33)盘下辟 板下基座板(321)之強度。 數量及扭力㈣，轉合螺检⑸之 2作抗風财雜阻尼裝置⑶減震魏 (3η τ 補作抗風㈣摩_尼裝置⑶之組裝可確伴上” 金板⑽於樹板⑽包《鎖後= 螺下部與結構梁之接合主要採用 作献辦土魏作 間i銲混’則可事先於接合區域之結構梁翼板與腹板 創作抗風制震摩擦阻尼裝置 鎖，如此偉基座板或角鋼異板與結構梁之翼板固 更几成本創他風鰣摩雜尼裝置⑶與結構之組裝接合。 第2圖以及第3圖之實施形態外’本創作抗 =鋼―内 與建=:=:風制，=域^ ⑶2)，以增進其強度與側向穩定性。（35)之腹板與其翼板間鋒有加勁板 M360905 ，々弟6圖所示者，其於力學行為及功能上杰益 數声下二風制震摩擦阻尼裝置⑶亦可採用複數層上壁體(31)及^外’ =體(32)之方式組裝，如第7圖所示者—，之複 =崎t置⑶之消能減震能力。另外 ==作抗風 ^⑶之下壁體(34)上亦可 =制辰摩擦阻尼裝 本創作抗風«摩擦阻⑶之壁體t ’此將 與增加出力之目的。 旦見度以達成空間節省 【圖式簡單說明】 =1為建_雜置f雌雜織狄示意圖。 圖為本創作抗風制震摩擦阻尼裝置之示意圖。 繼彻權解圖。 腹板背對繼之上壁體及下壁體以 3人固疋組裝之示意圖。 第六圖為本之料元件分解圖。 裝之示意圖。辰手、阻尼裝置之上壁體與下壁體上下對調組 第七圖為本澹 層下壁體 第八圖為本創作抗 Ϊ體^制*摩擦阻尼裝置以複數層上壁 型角鋼 型角鋼 體及對應之複數 組骏之示意圖 圖。’震摩_尼裝置下壁體設置複數錢孔之示意 【主要元件符鱿； 結構樞架單 11結構才主 U上梁 M360905 13下梁 2習用黏彈性制震壁 21基座 22凸緣接合板 23制震壁體 231壁體基板 232外夾層板 233壁體心層 234黏彈性材料 24高強度螺栓 ' 25 &緣板 _ 26補強板 27連結板 φ 3 抗風制震摩擦阻尼裝置 31上壁體 311上基座板 312角隅加勁板（上壁體） 313侧向加勁板（上壁體） 314基座加勁板（上壁體） 315接合螺栓孔（上壁體） 316基座固定螺栓孔（上壁體）. 317上壁體與L型角鋼之接合螺栓孔 32下壁體' 321下基座板 322角隅加勁板（下壁體） 323側向加勁板（下壁體） • 324基座加勁板（下壁體） 325長槽孔 326基座固定螺栓孔（下壁體） 327下壁體與L型角鋼之接合螺栓孔 33吸能合金板 331接合螺栓孔（下壁體） 34接合蓋板 341螺栓孔 ' 35 L型角鋼 351 L型角鋼接合螺栓孔 352加勁板 353固定螺栓孔 4 固定螺栓 5 接合螺栓 9 M360905 6 L型角鋼接合螺栓 7 複數上（下）壁體之間隔板Hi12) and lower beam (13) are joined. The conventional viscoelastic damping wall (2) shall be welded to the outer edge of the base (8) by the wing of the base 2 lower beam (13) before assembly, and the 4, 4 wall wall (23) The bottom is joined. In addition, the upper beam (the lower wing of (2) must also be welded to the top (10), and the top of the shovel and the damping wall (2) are joined to each other. When assembling, the damping wall body is recognized, the flange is connected, and the wall substrate (10) is placed on the base (2) between the plates (22); after completion, the high-strength bolts (24) are divided into the wall. (4) (4) substrate (10)) disk edge plate (2)) and flange joint plate (22)_. f Use the viscoelastic damping wall (2) to cover the core layer of the wall and use the high-strength bolt to form viscoelasticity = wall === and the reinforcing plate (10) to lock with high strength screw (10), complete the wall (2) The damping wall body (23) is formed by filling the viscoelastic material (234) with the gap between the sub-ash phase and the core layer (233) of the shearing wall body (2). The viscous material (234) is a polymeric material that absorbs structural vibrational energy under dynamic conditions. However, due to polymer polymerization Ϊ = the material is aging for a long time, and its performance is susceptible to temperature - the energy dissipation performance of the second material (234) will be attenuated. In addition, the standard thickness of the viscoelastic material (234) using the shape (2) is 5 faces, and the allowable relative change has a ΐ energy dissipation area, and the bond interface of the steel plate will be peeled off, and the bonding interface of the steel plate will be peeled off. Reduce this. 3 'The viscoelastic polymer material has a low stiffness, and often the output is not large. If it is to meet the design requirements, the use of the dry; _, (10) enlarge the size and increase the cost, also caused the empty. 4, ' τ, the above mentioned '(4) viscoelastic earthquake ^ (2) Although it is a feasible concept of construction and damping, it is not easy to meet; P·Ray = #法早握. In addition, the output of the conventional viscoelastic shock wall (2) is not large, and (2) the school and the output requirements. In view of this, it is necessary to improve the core-suction correction, energy dissipation operation mechanism and assembly structure of the conventional viscoelastic vibration wall (2). 4 M360905 [New content] Chengyu strain = Department of observation (4) structure of the anti-shock damping device (3), the main group such as the second two: upper body (31), lower wall (32), energy-absorbing alloy plate Between (33) and the joint cover (5)', the wind-resistant shock-damping friction damper (3) is installed on the adjacent floor of the building for movement and upper: 5=^^ board (311) and fixed thread inspection (4) and upper beam ( (2) Engagement, the beam (13) is connected to I and the army#; the lower wall body (32) is passed through the lower base plate (321) and the fixing bolt (4) and the lower = joint miscellaneous (5) (four) paste) to lock the bolt (5) and the bottom俨nr dry I, Bu heavy ^: but Knife movement on the track to open Chang Ke: The lower wall (32) under the horizontal force of the joint bolt (5) can be combined with the lower wall (32) in the earthquake or the wind and the lower wall The relative motion between the body (3)) causes the friction between the interface of the energy absorbing alloy plate (10) to be adjusted by the two plates (33) and TM. 3, Bu ― 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 Wei Yinglai towel broke; the upper wall (31) and the lower wall. Each of the cores has a lateral stiffening plate (313 and 323) to enhance its lateral stabilizing force or the structure of the friction damping device (3) is simple and easy to install, so that it can be decorated in the wind damping device (4) in a simple financial control . The _ wind-resistant shock-damping plate (3); = ί wall compensation and the lower wall body (32) can be used with the construction effect, the cover bolt (4) and the structure joint, thus simplifying the design utility of the installation interface. In addition, the shortcomings of the assembly work of the seismic wall (2) enhance the problem, and its performance is not affected by the change of the object and the behavior. The long-term use of the aging-free shock absorption (3) Damping device (3) In addition to the basic form described above, the upper wall body (3)) and the lower wall M360905 (, 2) may also be fixed by pairs of [type angle steel (π) webs with back-to-end inflammation and with joint bolts (6) Through the lock lock as shown in Figure 4. The upper wall body (3) and the lower wall body (32) are separated by the wing of the L-shaped angle steel (35). The fixed thread inspection (4) is engaged with the upper beam (12) and the lower beam ((3), and the L-shaped angle steel ( 35) The welding between the web and the wing is more difficult (352) mf into the lateral stability of the money. In addition, the creation of the anti-wind and seismic friction damping device (3) upper wall (31) and lower wall (32) ) can be a plurality of layers, as shown in Figure 7, which can further enhance the elasticity of the energy-absorbing and vibration-damping device of the creation of the wind-resistant shock-damping device (3). In addition, the creation is resistant to wind. Seismic friction damping device (3) Lower wall body (offence) Long pupil (325) number 1彳$ is plural, as shown in Fig. 8, the squat shortens the creation of the wind-resistant shock-damping device (3) The overall width is to achieve the purpose of saving installation space. [Embodiment] The following is a description of the basic shape of the wind-resistant shock-damping device (3) according to Fig. 2 and Fig. 3; Schematic diagram of the structure of the shock-damping friction damping device (3); Figure 3 is an exploded view of the components of the wind-resistant shock-absorbing friction damping device (3). Nie device (3) is an energy dissipation damper planted in a building structure. The main system is composed of an upper wall body (33), a lower wall body (10), an energy absorbing alloy plate (10) and a joint cover plate (5). The wind-resistant friction damper device (3) is installed between the mixed layers of the building, and the upper wall body (31) is joined to the upper beam (12) through the upper base plate (311) and the g] bolt (4), and the movement and the upper layer The lower wall body (32) is joined to the lower beam (13) through the lower base plate (321) and the fixing bolts (4), and moves to the lower floor plate; the joint cover plate (34) is attached to the upper wall body (3) and The lower wall body (3)) will absorb the energy (3)) and the towel is folded, and the upper half overlaps the upper wall body (31) to engage the screw = 5) and the upper wall body (3)) is locked and fixed. The overlap between the half section and the lower wall body (32) is locked by the joint screw (5) and the lower wall body (32). Due to the horizontal movement path of the lower wall body (32) on the joint bolt (5), a long slot (3(5)' is opened. Under the influence of the earthquake, the wall (32) can follow the layer (four) of the upper and lower floors to produce relative motion, causing friction between the energy absorbing alloy plate (3) and the lower wall (3). can With, in order to enhance the safety and comfort of the structure. The upper wall body (3)) and the lower wall body (3) are solid; the corners of the t-end corners are respectively welded with horns and stiffeners (312 22) to increase the strength and avoid stress concentration; the upper frequency (31) and the lower wall body (3)) The solid M360905 has lateral stiffeners (313 and 323) to enhance its lateral stability; and the stiffening plate (3) body (3) is provided with an orthogonal joint between the base plate (321) and the lower body frequency (32). In addition, the strength of the lower base plate (321) of the energy absorbing alloy plate (33) under the plate. Quantity and Torque (4), Turning Screw Inspection (5) 2 for Wind and Weak Damping Device (3) Shock Absorbing Wei (3η τ Complementing Wind (4) Mo_Ni device (3) Assembly can be accompanied by" Gold plate (10) on tree board (10) package "After the lock = the joint between the lower part of the screw and the structural beam is mainly used for the welding of the soil and the joints of the soil", the wind-resistant shock-damping device lock can be created in advance in the structural beam wing and web of the joint area. The base plate or the angle plate and the wing of the structural beam are more costly to create the assembly and joint of the wind and friction device (3) and the structure. The second embodiment and the third embodiment are outside the 'innovation resistance=steel-inside Construction =:=: wind system, = domain ^ (3) 2), to enhance its strength and lateral stability. (35) The web and its wing between the wing has a stiffening plate M360905, shown in Figure 6 The mechanical behavior and function of the second wind-induced seismic friction damping device (3) can also be assembled by means of a plurality of upper wall bodies (31) and ^ outer ' = body (32), as shown in Figure 7 - , Fu = Saki t set (3) energy dissipation capacity. In addition == for wind resistance ^ (3) under the wall (34) can also be = chenchen friction damping «The wall of the friction resistance (3) t 'This will increase the output. The degree of visibility to achieve space savings [simple description of the schema] =1 for the construction of _ miscellaneous f female weaving Di schematic. Schematic diagram of the shock-damping friction damping device. Following the solution of the roots, the back of the web is assembled with the solid body of the upper wall and the lower wall. The sixth figure is the exploded view of the material. The hand of the hand, the upper wall of the damper device and the lower wall are adjusted up and down. The seventh picture is the lower layer of the 澹 layer. The eighth picture is the creation of the anti-smashing body * friction damper device with multiple layers of upper wall angle steel Schematic diagram of the angle steel body and the corresponding complex array of Chun. 'Shooting _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Viscoelastic damping wall 21 base 22 flange joint plate 23 damping wall body 231 wall substrate 232 outer sandwich plate 233 wall core layer 234 viscoelastic material 24 high strength bolt '25 & edge plate _ 26 reinforcing plate 27 Connecting plate φ 3 anti-wind shock damping device 31 upper base 311 upper base 312 corner 隅 stiffener (upper wall) 313 lateral stiffener (upper wall) 314 pedestal stiffener (upper wall) 315 joint bolt hole (upper wall) 316 base fixing bolt hole (upper wall) 317 upper wall and L-shaped angle joint bolt hole 32 lower wall '321 lower base plate 322 angle 隅 stiffener (lower wall) 323 lateral stiffener (lower wall) • 324 pedestal stiffener ( Lower wall body 325 long slot hole 326 base fixing bolt hole (lower wall body) 327 lower wall body and L-shaped angle joint bolt hole 33 energy absorbing alloy plate 331 joint bolt hole (lower wall body) 34 joint cover plate 341 Bolt hole ' 35 L angle steel 351 L angle steel joint bolt hole 352 stiffener 353 fixing bolt hole 4 fixing bolt 5 joint bolt 9 M360905 6 L type angle steel joint bolt 7 plural upper (lower) wall partition
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