M360910 八、新型說明： 【新型所屬之技術領域】 台灣地處板塊邊緣，災害性地震發生時有所聞， 如何提升建築結構的耐震能力，確保結構在強震下之安 全性，已是所有居者的期盼。近年來隨著地震工程與材 :科技的進步，諸多的消能阻尼裝置皆通過了嚴格的耐 震試驗，證實消能阻尼裝置具備提升建築_震能力之 功效。面對地震工程切震設計上的突破㈣展，結構 工程師可藉由增設消能裝置來提升結構的耐震性能，進 而抵抗強震的威脅’同樣的’建築師在規劃時也可以有 者更寬廣的構心間來發揮其創意。惟目前應用於市面 土的、ί能阻尼裝置因售價過高，在營建成本受限的情況 ^肖能裝置往往涂為點綴㈣飾品，建商不是象徵性 層或二層樓，就是整體安裂的數量過少使得消 ::‘，，、法發揮。再者，目前相關的消能裝置皆採用二 達到固接於梁構材或鋼筋混凝土牆，由於鋼筋 =、、、.構在受震時的變形量並不大，因此，只要少量 ?足以使其消能效果大打折扣，進而喪失原 n b效果。本創作係為減緩結構受地震力反應之 上=置，尤指-種具㈣支撐且可以自由站立在樓版 發:裝Γ本創作發明人具豐富的結構抗震研 潛在缺陷，因此，特別針對這些 題k出解決方法。本創作所提出具錨定支撐之消 M360910 -能阻尼裝置可讓營造廠直接施工絲，紐因施工誤差 v造成消能效果的損失。另外，在設計上本創作亦針對阻 尼裝置的經濟性做特別考量，期望大幅的降低製作成 本，讓阻尼裝置可以普及n餘會大眾也可2 =震的威脅，進一步享受因防震科技所帶來的舒適性與 安，感。此-構想之實現除了可提升建築結構本身㈣ 震戒力外’更可進-步提昇國内營造業的技術水準，加 ，速營建產業的技術升級以因應產業面臨全球化的挑戰。 【先前技術】 諸多的實驗室測試結果皆已證實，透過對鋼板作 適當的切削，可以讓鋼板沿高度方向產生全面彎矩降 伏，發揮鋼板最大的消能效果，進而大幅削減地震傳入 架構的能量，確保架構的安全性。考量實務的建築 規劃，消能裝置安裝位置常㈣就於現場的動線與空 間因此，女裝條件通常無法達到如同實驗室般的完美 狀態’使得實際的減震效益大打折扣。此外，目前' 肩月b裝置的安裝，皆是透過二次施工來達到固接於梁 材或鋼筋混凝土牆，惟二次施工過程除了會增加工地施 =協調困擾外，也容易因施工界面品質不良而影響到消 能ί置之減震效果。由於鋼筋混凝土結構在受震時的變 形量並不大，因此’只要少量的施王誤差就足以讓消能 6 M360910 效果大打折扣，進而泰 而丧失原先預期之消能效益。 再者，考量結構的力學 μ 削鋼鈑在兩端採焊接 ^為，右阻尼裝置内的切 形時，其為了伞當阻尼裝置因地震擾動而變 件將會因此產生一對六彼^ 力下方水構 外，由紝構立而-资 ,w成梁構件額外的負擔。此 焊接製作，結構自重將二^裝置之切削鋼板在兩端採 在消能裝置最下方一樓的=裝置逐層的往下傳，故 樓的梁構件必須承受各樓層累積 下來的靜㈣a 稷屬系檟 產峰酋*谕广 赶額外力勢必會造成-樓梁構材 產生之力破壞’進而影響到結構的安全性，讓安裝消能 裝置的結構反而變成更不$ ^ ^ 风更不女全，因此，在實務應用上不 "不f、。再者，考量消能裝置的内部設計，切削鋼板若 是在上、下兩端採焊接方式，當鋼板受側力產生彎曲變 形之同時’其垂直向的高度縮減將使鋼板在沿高度方向 產生額外的軸向拉扯力量’進而使得鋼板在兩端點的焊 道發生破壞或挫屈變形。由於垂直向靜載重效應在實驗 室内容易受限於測試機構的荷載容量限制而無法顯 現，因此，很容易被忽略，但是在實務的應用上，這項 因素將是關係到結構本身安全與否的重要關鍵，因此， 不可以輕忽其所帶來之影響。 為改善前述切削鋼板因焊接所造成之問題，亦有 以螺桿貫穿每一片切削鋼板，兩端再以螺栓鎖緊的製作 方式’藉以讓鋼板在上、下兩端呈現無束制之情形。惟 M360910 實務上此一型式之阻尼裝置很容易因串接鋼板的片數 過多’導致螺桿產生彎曲變形甚至剪斷，進而喪失消能 效果之問題。因此，習用金屬降伏消能裝置，不論其在 切削鋼板上、下兩端採用焊接，或者在水平方向之兩侧 改以螺桿串接鎖緊之方式，在實務應用上皆可能因安裝 誤差或内部設計的缺陷，導致減震功效無法發揮甚至^ 及結構的安全。 【新型内容】 本新型創作具錨定支撐之消能裝置，請參閱第一 圖與第二圖所示，係由上部的錨定型鋼5 2、下部的鋼 板支樓5 1、固定基座3 ◦與消能主體2 〇所組成，主 要構件包括具滑動軌道2 1 1之變斷面鋼板2 i、滑動 連桿4 1、活動間隔板3丄、固定間隔板3 2、側向加 勁肢3 3、支座加勁肢3 4、錨定型鋼5 2、剪力連接 器5 3、鋼板支撐5 1、上定位鋼板2 2與下定位鋼板 3 5所組成。消能主體2 〇係由固定間隔板3 2、變斷 面鋼板2 1與活動間隔板3 1相互間隔疊加而成，其 中，母一片的變斷面鋼板2 1都互不干涉，僅在上方和 上定位鋼板2 2固定，下部則維持自由端，與下定位鋼 板3 5維持不接觸狀態。固定基座3 〇係透過下定位鋼 板3 5與固定間隔板3 2焊接固定，固定間隔板3 2在 M360910 兩側最外緣以支座加勁肢§ 4作^勁之用，讓固定基座 3 0在兩侧可確保有足夠的剛性。 組裝時，消能主體2 0的每一片變斷面鋼板2工 將置入固定基座3 〇的固定間隔板3 2内，每一片的變 斷面鋼板2 1與固定間隔板3 2間皆***一片活動間 隔板3 1，其除了可作為控制安裝間隙之用外，還可確 保每一片的變斷面鋼板2 1在變形時有足夠的間距，不 會發生相互干擾之情形。而在固定間隔板3 2與活動間 隔板3 1的兩側，將利用側向加勁板3 3焊接固定，藉 以提升固定基座3 〇内之固定間隔板3 2的側向勁 度。最後以滑動連桿4 1 f穿具定位孔3 2工的固定間 隔板3 2、活動間隔板3 :及變斷面鋼板2 1下方的滑 動執遏2 1 1，兩端再以螺帽鎖緊固定。此外，為了簡 化阻尼裝置的安裝與施工程序，上定位鋼板2 2的上方 除了採用剪力連接器5 3來作為鋼材與混凝土連結之 用外’在垂直方向則採用敎型鋼5 2加剪力連接器5 2為阻W置在消能職巾與上方連結的抗拉拔錯 :裝置。固定基座3 〇下方的水平方向，同樣是以剪力 =器5 3作為鋼材與混凝土連結之用，另外在垂直向 時:用支揮鋼板5 1連接槽鋼5 1 1作為阻尼器消能 下方連接的抗拉㈣定裝置。其巾，切鋼板5工 =可作為阻尼裝置的抗拉拔料之用外，同時還可以 讓阻尼裝置自由的站立在 _立在樓板上，營造廠可以直接將其 、疋，連同梁、柱、樓板等構件一起施工。 M360910 … t時’阻n置將透過上錢定型鋼5 .2與下方鋼板支揮5 1和結構固結，由消能主體2 〇的 變斷面鋼板21產生彎矩降伏來達到消減地震能量之 、目的。此外，因變斷面鋼板2lT方垂直向具滑動軌道 2 1 1，阻尼裂置除了可自動卸載結構自重外，在消能 過程中，還可以自動卸載變斷面鋼板2 1因彎曲變形而 導致的額外軸向力，進一步確保結構之安全性。 鲁考里實際製作需要，消能主體2〇内變斷面鋼板 2 1下部的滑動軌道2 1 1可和固定間隔板3 2的定 位孔3 2 1互換，將滑動軌道2丄丄設置於固定間隔板 3 2上，形成另一種具相同減震功效的消能阻尼裝置， 如第三圖與第四圖所示。此一形式的消能裝置因同樣維 持了滑動執道2 1 1的設計，因此，其在垂直向一樣可 以允許消能裝置自動卸載對結構不利之外力。此外，原 設置在活動間隔板3丄與固定間隔板3 2兩側的側向 鲁加勁肢3 3 ’同樣可以配合施工的需要，讓活動的間隔 板3 1與變斷面鋼板2 1同寬，將側向加勁肢3 3改焊 接在兩片固定間隔板3 2間（請參閱第五圖、第六圖）， 此一形式之消能裝置同樣可以達到增加固定基座3 〇 的剛性’進而強化阻尼裝置的消能效果。再者，考量實 . 際工程應用，串接多片的變斷面鋼板2 1中間可以增設 支座加勁肢3 4，藉以提升固定基座3 〇的剛性，使之 形成另一種功能相同的消能阻尼裝置（請參閱第七 圖）。而考量阻尼裝置施工的便利性，設置在鋼板支撐 M360910 代，Ί的戀槽鋼5 \1還可以用剪力連接器5 3來取 超*的^化的型式同樣可以達到消能裝置所需之抗拉 拔力的需求（請參闡笛λ 、, 用人盘*閱苐八圖）。另外，為配合不同的應 麥口，只務上亦可透過調整不同變斷面鋼板2 1的開 方式（請參閱第九圖、第十圖），來達到相同 的減震效果。 ，❸、τ上所述’本創作在功能上除了提升阻尼裝置的 #《、震效能外，同時也突破了傳統金屬降伏消能裝置所忽 略的垂直向受力問題。其消能機制除了可以透過鋼板降 伏來達m減震之效果外，同㈣可 .制所額外引料軸向力，確保舰效果可以正常^機 進而賴結構在強震下的安全性。另外，本創作的錯定 设計更是大幅的簡化了消能裝置的安裝程序，讓消能裝 置的施玉可由營造廠一起施作，免除習用二次施工所產 生的施工誤差與不同承包商間協調困擾。另外，此一特 籲點=時還可以大幅減少消能裝置的安裝費用，讓建築結 構安裝消能裝置的營建成本大幅下降，冑而增加制震結 構應用的普及性，確保結構在強震下的安全性。 …综觀本創作之特點，在消能裝置方面除了強化了 4旎主體的減震功效外，更大幅的簡化實務上安裝施工 的程序，避免二次施工誤差所造成減震效益損耗及降低 阻尼裝置的安裝經費。因此，本創作可說是同時具備了 經濟性與實用性，相信對於提升國内建築結構耐震能力 11 M360910 2莫大的幫助。本創作之消能裝置除了具備高效能的 /此機制與多向性的運動執跡外，其同時還具備了施工 便利與耐久性料乡重功效’就其創新性、進步性與實 用性之功效而言，實已符合新型專利申請之要件，爰依 法提出申請。 【實施方式】 本創作「具銷定支狀消能裝置」主要針對目前 應用最為廣泛的鋼筋混凝土造結構所設計，其安裝位置 可配合建築動線規劃或現場施工需要，將消能裝置以壁 體方式安裝在上、下層梁構件6 1之間（請參考第十一 ^)。實施方式係透過消能裝置下方的鋼板支撐5 1讓 其自由站立在樓板上’消能主體2 G的上部透過鋪定型 鋼5 2與鋼筋混凝土牆6 2結合，在消能主體2 〇的下 部，則透職板支撐5 i與鋼筋混凝土牆6 2結合，形 成』式的/肖月匕系統。當結構受地震擾動產生變形時， 上部的錯定型鋼52與下部的鋼板支擇“可分別發 揮抗拉技的錨定效果，讓消能制震裝置可以吸收傳入結 構體内部的地震能量，進而確保結構的安全。 12 M360910 ' 【圖式簡單說明】 ， 第一圖係本創作消能裝置實施例一外觀分解參考圖。 、第二圖係本創作消能裝置實施例一外觀立面參考圖。 第三圖係本創作消能裝置實施例二外觀分解參考圖。 第四圖係本創作消能裝置實施例二外觀立面參考圖。 第五圖係本創作消能裝置實施例三外觀分解參考圖。 .第六圖係本創作消能裝置實施例三外觀立面參考圖。 第七圖係本創作消能裝置實施例四外觀立面參考圖。 第八圖係本創作消能裝置實施例五外觀立面參考圖。 第九圖係本創作消能裝置變斷面鋼板各種型式參考 圖例一。 第十圖係本創作消能裝置變斷面鋼板各種型式參者 圖例二。 ’第十圖係本創作消能裝置架裝之型態參考圖，兑係 採鋼筋_ 土牆壁式型態安置於鋼筋混凝土' 牆與鋼筋混凝土牆之間。 13 M360910 . 【主要元件符號說明】 - 2 0消能主體 21 變斷面鋼板 2 1 1 滑動執道 2 2 上定位鋼板 ' 3 0 固定支座 3 1活動間隔板 3 2 固定間隔板 3 2 1 定位孔 3 3側向加勁肢 3 4支座加勁肢 3 5下定位鋼板 4 1 滑動連桿 • 5 1鋼板支撐 5 1 1槽鋼 5 2錨定型鋼 5 3剪力連接器 . 6 1梁構件 6 2鋼筋混凝土牆 14M360910 VIII. New Description: [New Technology Field] Taiwan is located at the edge of the plate. When disasters occur, how to improve the earthquake resistance of the building structure and ensure the safety of the structure under strong earthquakes. Expectation. In recent years, with the advancement of earthquake engineering and materials: technology, many energy-absorbing dampers have passed strict seismic tests, confirming that the energy-absorbing damper has the effect of improving the building's ability to shock. In the face of the breakthrough (4) exhibition in the seismic design of seismic engineering, structural engineers can increase the seismic performance of the structure by adding energy-dissipating devices, thereby resisting the threat of strong earthquakes. The same architects can also have a broader plan during planning. Construct your heart and creativity. However, the current 应用于 damper device used in the market is expensive, and the construction cost is limited. The xiao energy device is often painted with embellishment (4) jewelry. The builder is not a symbolic layer or a second floor. Too few cracks make the elimination::',,, and the law play. Furthermore, at present, the relevant energy dissipating devices are both fixed to the beam member or the reinforced concrete wall. Since the deformation of the steel bar =, , and . is not large when subjected to the earthquake, as long as a small amount is enough The energy dissipation effect is greatly reduced, and the original nb effect is lost. This creation is to slow down the structure by the seismic force response = set, especially - the type of (4) support and can stand freely in the floor: hairdressing this inventor has a wealth of structural anti-seismic potential defects, therefore, specifically These questions k out of the solution. The M360910-energy damper device proposed by the creation of the anchoring device allows the construction plant to directly construct the wire, and the construction error of the button causes the loss of energy dissipation effect. In addition, in the design, this creation also pays special attention to the economics of the damping device. It is expected to greatly reduce the production cost, so that the damping device can be popularized, and the masses can also be threatened by the earthquake. Comfort and comfort. In addition to improving the building structure itself (4), the realization of the concept can further improve the technical level of the domestic construction industry, and upgrade the technology of the construction industry in response to the challenges of globalization. [Prior Art] A number of laboratory test results have been confirmed. By properly cutting the steel plate, the steel plate can be fully deformed in the height direction to maximize the energy dissipation effect of the steel plate, thereby greatly reducing the seismic incoming structure. Energy to ensure the security of the architecture. Considering the practical planning of the building, the installation position of the energy dissipating device is often (4) on the moving line and space of the scene. Therefore, the conditions of women's wear often cannot reach the perfect state like the laboratory', so that the actual damping effect is greatly reduced. In addition, at present, the installation of the 'shoulder b device is fixed to the beam or reinforced concrete wall through secondary construction, but the second construction process will increase the construction site quality. Badness affects the damping effect of energy dissipation. Since the amount of deformation of the reinforced concrete structure during the earthquake is not large, so a small amount of the king error is enough to make the effect of the energy dissipation 6 M360910 greatly compromised, and then the original expected energy dissipation benefit is lost. Furthermore, considering the mechanics of the structure, the steel boring is welded at both ends, and when it is cut in the right damper, it will produce a pair of six forces for the damper as the damper is disturbed by the earthquake. Outside the water structure, due to the erection of the building, it is an additional burden for the beam members. This welding is made by the self-weight of the structure. The cutting steel plate of the two devices is taken down at the lowermost level of the energy dissipating device on the first floor of the energy dissipating device. The beam members of the building must bear the static accumulated on each floor. (4) a 稷The genus of the genus 峰 酋 酋 * * * * * * * * * * * * * * * * * * * * * Female full, therefore, in practice applications, not "not f,. Furthermore, considering the internal design of the energy dissipating device, if the cutting steel plate is welded at the upper and lower ends, when the steel plate is subjected to bending deformation by the lateral force, its vertical height reduction will cause the steel plate to generate additional in the height direction. The axial pulling force 'in turn causes the steel plate to be damaged or frustrated at the weld bead at both ends. Since the vertical static load effect is easily limited in the laboratory due to the load capacity limitation of the test mechanism, it is easy to be ignored, but in practical applications, this factor will be related to the safety of the structure itself. The key to the important, therefore, can not neglect its impact. In order to improve the problems caused by the welding of the above-mentioned cutting steel plate, there is also a case where the screw is inserted through each of the cutting steel plates, and the two ends are bolted together, so that the steel plate is unwound at the upper and lower ends. However, in the M360910, this type of damper device is easy to cause the screw to be bent or even cut due to the excessive number of pieces of steel plate connected in series, thereby losing the problem of energy dissipation. Therefore, the conventional metal-floating energy-dissipating device, whether it is welded on the upper and lower ends of the cutting steel plate, or in the horizontal direction on both sides of the screw-series locking, may be subject to installation errors or internals in practical applications. Defects in design, resulting in impaired damping performance and even structural safety. [New content] This new type of energy-dissipating device with anchoring support, please refer to the first figure and the second figure, which is composed of the upper anchoring steel 5, the lower steel plate branch 5 1 and the fixed base 3 The ◦ and the energy dissipating body 2 are composed of main components, including a variable section steel plate 2 i with a sliding track 2 1 1 , a sliding link 4 1 , a movable partition plate 3 固定, a fixed partition plate 3 2 , a lateral stiffening limb 3 3, support stiffener 3 4, anchor steel 5, shear connector 5 3, steel plate support 5 1, upper positioning steel plate 2 2 and lower positioning steel plate 3 5 composition. The energy dissipating body 2 is made up of a fixed partition plate 3, a variable section steel plate 2 1 and a movable partition plate 3 1 which are mutually spaced, wherein the deformed steel plate 2 1 of the mother piece does not interfere with each other, only above It is fixed to the upper positioning steel plate 2 2, and the lower end maintains the free end, and maintains no contact with the lower positioning steel plate 35. The fixed base 3 is welded and fixed to the fixed partition plate 3 2 through the lower positioning steel plate 3 5 , and the fixed partition plate 3 2 is used on the outermost edge of the M360910 on the outermost edge to support the base. 30 0 ensures sufficient rigidity on both sides. During assembly, each of the variable-section steel plates 2 of the energy dissipating body 20 will be placed in the fixed partition plate 3 2 of the fixed base 3 , and each of the variable-section steel plates 2 1 and the fixed partition plates 3 2 Inserting a piece of movable partitioning plate 3 1, in addition to being used as a control for mounting the gap, it is also ensured that each piece of the variable-section steel plate 21 has sufficient spacing during deformation without mutual interference. On both sides of the fixed partition plate 3 2 and the movable partition 3 1 , the lateral stiffening plates 3 3 are welded and fixed to increase the lateral stiffness of the fixed partition plates 32 in the fixed base 3 . Finally, the sliding spacer 4 1 f is used to wear the positioning hole 3 2 of the fixed partition plate 2, the movable partition plate 3: and the sliding section under the variable section steel plate 2 1 is held 2 1 1 , and the ends are locked with a nut Tightly fixed. In addition, in order to simplify the installation and construction procedures of the damper device, the upper part of the upper positioning steel plate 2 2 is used as a connection between the steel and the concrete except for the shear connector 5 3 'in the vertical direction, the 敎-shaped steel 52 2 is used for the shear connection. The device 52 is a device for preventing the W from being placed on the energy-dissipating towel and connecting it to the top. The horizontal direction below the fixed base 3 is also used for the connection of steel and concrete with shear force=5 3, and in the vertical direction: connecting the channel steel 5 1 1 with the supporting steel plate 5 1 as the damper energy dissipation Tensile (four) fixed device connected below. Its towel, cutting steel plate 5 work = can be used as a damper device for pulling and pulling materials, and also allows the damper device to stand freely on the slab, the construction factory can directly connect it, 疋, together with beams and columns Construction of structural members such as floors and floors. M360910 ... t when the 'resistance n set will be through the upper carbon fixed steel 5.2 and the lower steel plate support 5 1 and structural consolidation, the energy dissipation body 2 〇 of the variable section steel plate 21 to generate bending moments to achieve the reduction of seismic energy Purpose. In addition, because the variable section steel plate 2lT square has a sliding track 21, the damping crack can not only automatically unload the structural self-weight, but also can automatically unload the variable section steel plate 2 due to bending deformation during the energy dissipation process. The additional axial force further ensures structural safety. The actual production needs of Lukuri, the main body of the energy dissipating body 2 inside the variable section steel plate 2 1 the lower sliding track 2 1 1 can be interchanged with the positioning hole 3 2 1 of the fixed partition plate 3 2, the sliding track 2丄丄 is fixed On the partition plate 3 2, another energy dissipation damper having the same damping effect is formed, as shown in the third and fourth figures. This form of energy dissipating device also maintains the design of the slide way 21, and therefore, in the vertical direction, it allows the energy dissipating device to automatically unload the unfavorable external force. In addition, the lateral Lujia limbs 3 3 ' originally disposed on the movable partitioning plate 3丄 and the fixed partitioning plate 3 2 can also be matched with the construction requirements, so that the movable partitioning plate 3 1 and the variable section steel plate 2 1 are the same width. The side stiffening limbs 3 3 are welded to the two fixed spacers 32 (see the fifth and sixth figures). This type of energy dissipating device can also increase the rigidity of the fixed base 3 ' In turn, the energy dissipation effect of the damping device is enhanced. Furthermore, considering the practical engineering application, the support stiffeners 3 4 can be added in the middle of the multi-section variable-section steel plate 2 1 in order to increase the rigidity of the fixed base 3 , to form another functionally identical Damping device (see Figure 7). Considering the convenience of construction of the damper device, it is set in the steel plate support M360910 generation, and the 恋 恋 恋 5 5 5 can also use the shear connector 5 3 to take the super * 的 type can also achieve the energy dissipating device The need for pull-out resistance (please refer to the flute λ, and use the dial* to read the eight maps). In addition, in order to match different mouths, it is also possible to adjust the opening of different sections of steel plate 2 (see Figure IX and Figure 10) to achieve the same damping effect. In addition to improving the damping device's #" and seismic performance, this creation also breaks through the vertical stress problem that is neglected by conventional metal-floating energy-dissipating devices. In addition to the energy dissipation mechanism, the energy dissipation mechanism can achieve the effect of shock absorption through the steel plate. The same (4) can be used to make the additional axial force of the material to ensure that the ship's effect can be normal and the structure is safe under strong earthquakes. In addition, the wrong design of this creation greatly simplifies the installation procedure of the energy dissipating device, so that the application of the energy dissipating device can be applied together by the construction plant, eliminating the construction errors caused by the secondary construction and different contractors. Coordination between the two. In addition, this special point = can also greatly reduce the installation cost of the energy dissipating device, so that the construction cost of the building structure installation energy dissipating device is greatly reduced, thereby increasing the popularity of the seismogenic structure application and ensuring the structure under strong earthquakes. safety. ...Overview of the characteristics of this creation, in addition to strengthening the damping effect of the 4旎 main body in the energy dissipating device, it greatly simplifies the procedure of installation and construction in practice, avoiding the loss of damping effect and reducing the damping caused by the secondary construction error. Installation costs for the unit. Therefore, this creation can be said to have both economic and practicality, and I believe that it is of great help to improve the earthquake resistance of domestic building structures. In addition to the high-performance/this mechanism and multi-directional movement, the energy-dissipating device of this creation also has the advantages of construction convenience and durability. It is innovative, progressive and practical. In terms of efficacy, it has already met the requirements of the new patent application, and has applied for it according to law. [Embodiment] The creation of the "Fixed Dissipating Energy Dissipating Device" is designed for the most widely used reinforced concrete structures. The installation position can be matched with the construction dynamic line planning or on-site construction needs. The body is mounted between the upper and lower beam members 61 (refer to the eleventh ^). The embodiment is carried out by the steel plate support 5 1 under the energy dissipating device to allow it to stand freely on the floor. The upper part of the energy dissipating body 2 G is joined to the reinforced concrete wall 62 by the paving steel 52 and the lower part of the energy dissipating body 2 Then, the through-plate support 5 i is combined with the reinforced concrete wall 62 to form a 』式/肖月匕 system. When the structure is deformed by seismic disturbance, the upper staggered steel 52 and the lower steel plate are selected to "play the anchoring effect of the tensile technology separately, so that the energy dissipating device can absorb the seismic energy inside the incoming structure. In order to ensure the safety of the structure. 12 M360910 ' [Simple description of the drawing], the first figure is an exploded view of the first embodiment of the present energy dissipating device. The second drawing is the appearance of the first embodiment of the creative energy dissipating device. The third figure is the appearance decomposition reference drawing of the second embodiment of the present energy dissipating device. The fourth drawing is the appearance elevation reference drawing of the second embodiment of the present energy dissipating device. The fifth drawing is the appearance of the third embodiment of the creative energy dissipating device. The sixth drawing is the reference drawing of the appearance of the third embodiment of the present invention. The seventh drawing is the reference drawing of the appearance of the fourth embodiment of the present energy dissipating device. The eighth drawing is the creative energy dissipating device. The fifth embodiment is the reference drawing of the appearance elevation. The ninth drawing is the reference drawing of the various types of the variable section steel plate of the creative energy dissipating device. The tenth figure is the legend of the various types of the variable section steel plate of the creative energy dissipating device. 'The tenth figure is the type reference drawing of the ergonomic device for the creation of the energy dissipating device. The reinforced concrete _ soil wall type is placed between the reinforced concrete wall and the reinforced concrete wall. 13 M360910 . 】 - 2 0 energy dissipating body 21 variable section steel plate 2 1 1 sliding way 2 2 upper positioning steel plate ' 3 0 fixed bearing 3 1 movable partition plate 3 2 fixed spacer plate 3 2 1 positioning hole 3 3 lateral stiffening limb 3 4 support stiffeners 3 5 lower positioning steel plate 4 1 sliding link • 5 1 steel plate support 5 1 1 channel steel 5 2 anchored steel 5 3 shear connector. 6 1 beam member 6 2 reinforced concrete wall 14