M410074 五、新型說明： 【新型所屬之技術領域】 本創作係關於-種鋼筋續接裝置，特別是指一種具可挽動勃性之娜 續接元件之減震結構。 【先前技術】 S知隔震雜纽現今廣泛朗作為地震反應控制之設計策略。既有 肩此減振❸!·典型之作法，係透過増加阻尼延長結構她職，或增加結 構勁度提升耐震能力，這些方法均屬被動控制，結構必須先產生變形，其 後消能減《統才會因應結構變形而產生作心對於大多數工程師而言， 最佳的地震反應㈣設計必備高安全,_時低成本，既有雜減振系 統明顯無法滿足此-需求。其原因在於低成本主要來自結構構材斷面之縮 減’要達麻-目標，必齡地震力尚未_魏構之前，先行衰減其能 量。惟大多數減鋪能系統均係_於結構變職，騎本身必須先行承 擔決大部分之猶力，因絲法職其斷面，鱗綠造成雜結構興建 成本普遍高於一般傳統耐震結構。 隔震系統系將地震反應予以隔離於下部結構，隔震系統所產生的橫向 變形可於地震力絲作胁結碰之前，先行錢切分之能量，隔震系 統上部結構構材斷面因轉以縮減。_，由於隔震魏—般位於結構體 下方，必須承擔上部結構產生之垂絲力與剪力作用，致使隔震組件内部 之鋼板層與橡膠層厚度增加，組件本體尺寸亦隨之増大，勁度亦相對增加， 因而減底了隐恢㈣七咖，物嶋統僅能于 大地震時發揮《，中小地震時其_相對減低4於隔震雜系統於地 3 M410074 震反應控制上仍存有上述諸多之問題點，研發更有效安全與低成本之系統 作為替代，在地震曰趨劇烈損壞日趨嚴重之今時今日，實為當務之急。 由上述可知以往之構係整體承受之設計模式，影響到使用之安全性， 為了提供更符合實際需求之物品，創作人乃進行研發，以解決習知使用上 易產生之問題。 【新型内容】 本創作之主要目的在於提供一種鋼筋續接裝置，運用分路多點之均分 方式’將應變分散實施，讓—根長長之娜有數段之緩衝接點，於是便如 草般隨震而搖動，便能提高應變之能力，使鋼筋能承受更大之震動，進而 提高整個建築之抗震能力。 為達成上述之目的，本創作之結構為：其係於兩段鋼筋間接有一變形 元件，此變形元件具有極佳之應變功用，變形元件主要勒部之記憶合金 所構成，在變形元件之兩端分财—續接元件，續接元件具有_插槽，以 該插槽固定夾住鋼筋之—端；變形元件剌於柱形者，為於其巾心設有記 憶合金構成之m體由巾歐往兩側分綱—硬質雜與—軟質環 板間隔設置’使兩外端分別為硬f環板，又於各環板之周邊套有—軟質變 形套’組成之變形元件兩端分取—蓋板藉數__由續接树穿過鎖 固至蓋板内之端面處硬質環板；變形元件適詩樑形者，為以記憶合金構 成-環體’環體係套於一中心螺栓之中間無芽部處，環體外套有一外套體， 中心螺栓於環體之端面套有—環魏與__軟質環圈與—端面環蓋板，藉中 心螺栓兩接至續航件，且端面環蓋板與外套體相接。 為使貴審查委員能更進一步瞭解本創作為達成預定目的所採取之技 M410074 .術、手段及功效，兹舉一較佳可行之實施例，並配合圓式詳細說明如后， 相信本創作之目的、舰與伽，當可由此得—深人且具體之瞭解。 【實施方式】 如第-圖至第九®所示’為本創作—種鋼闕接裝置，其係於兩段鋼 筋3間接有-變形元件！，此變形元件i具有極佳之應變功用，變形元件 1主要勒部之記憶合金所構成，在變形元件！之兩端分财—續接元件 '2’續接元件2具有一插槽20’以該插槽20固定夾住鋼筋3之一端； -籲變形元件1 (使用第二種變形元件）適用於柱形者（第一圖至第五圖，其 中第-圖極簡實施，即不設置-套接腾4於變形元件丄與續接元件2之 間，兩種變形元件均適用；在套接元件2為一端分別有一内螺紋端續接 元件2亦設有-内螺纹端，在兩内螺紋端離有—接合螺栓4 〇 )，為於其 中心設有記憶合金構成之-芯體i!，芯體！工由中間處往兩側分別以一 硬質％板121、122、123、124、125 (鋼板、第四圖）與 軟質環板126、127、128、129 (高阻尼橡膠、第四圖）間 _隔設置’使兩外端分別為硬質環板12 4、12 5，又於各環板121〜 • 129之周邊套有一軟質變形套12 0 (橡膠），組成之變形元件兩端分別 以蓋板13藉數埋頭螺絲14 (參閱第四、五圖，可有四根埋頭螺絲、 且可多可少）由續接元件2(或套接元件4)穿過鎖固至蓋板13内之端 面處硬質環板12 4、12 5處，便完成組接；其實施如第五圖中所示。 變形元件1 (使用第二種變形元件）適用於樑形者（第六至八圖所示），為 設有以記憶合金構成之一環體丄5，環體i 5係套於一中心螺栓丄6之中 間無芽部處，環體1 5外套有一外套體1 γ (鋼質），中心螺栓丄6於環體 5 M410074 15之端面藉-環檔板i 8 〇 (崎）套有_軟質環圈i 8 (高張力橡膠 與密封填充物），軟質環圈！ 8外以-端面環蓋板1 9 (鋼製）藉—環塾套 190(或小螺帽）讓中心螺栓16兩端分別鎖接至續接元件2(:内螺 紋端【比照第-圖】或套接藉4之内螺紋端（如第六圖）），且端面環蓋 板1 9與外套體丄7相接；其實施如第八_示。環體i 5為域合金製 成，且以填充方式完成。第二種變形树其直接以中心螺栓i 6達成鎖接 之功用。設有套接元件4，練變形元件與續接元件都是於錢中组裝完 成，現場湘套接元件便祕容驗合。此齡構遠比f知之綁鋼筋方^ 柔軔很多。 結構損壞主因系由於本身之自然振動週期與地震週期相等而發生共振 現象，造成結構振幅增大進而崩塌…般多_結構之消能減振，系以消 能減振元件衰減各質點因外力量產生之振動與振幅，避免共振之發生，同 時藉由結構本身之變形衰減地震能量4根本觀之，結構系統本身之安全 性與可靠度U其贅餘度所決定，贅余度減，其安全及可靠度愈佳。 然則-般結構在分_，林結構本體由任何材料所構成，—律將找為 由單-材料與特性所構成之均質結構，畴將多層結構模擬成多質點 系統。每層結構以-質點作為代表，並將結·、柱構材施加消能減振元 件之效果視為樓層之效果，此種方法無疑減少了結構贅餘心對於某些特 殊構ie而。像疋鋼筋混凝土構造，本身系由鋼筋鄉紫混凝土洗置所構築 而成’實際上是由兩種材料所構成的非均質結構，如果將之放大來看，它 實際上可視為是由數根單支鋼筋相互續接而成，因此，如果將之視為一多 質點結構之集合，如第九圖所示。則其贅餘度相較於將之視為單—多質點M410074 V. New description: [New technical field] This creation is about a kind of steel continuous connection device, especially a shock absorption structure with a continuable component. [Prior Art] S-Isolated Seismic Hybrid is now widely used as a design strategy for seismic response control. There is a shoulder to reduce vibration! · The typical method is to extend the structure by damaging the structure, or increase the structural stiffness to improve the seismic capacity. These methods are passive control, the structure must first be deformed, and then the energy can be reduced. The system will be created in response to structural deformation. For most engineers, the best seismic response (4) must be designed with high safety, low cost, and the hybrid vibration reduction system can not meet this demand. The reason is that the low cost mainly comes from the reduction of the cross-section of the structural members. To achieve the hemp-target, the energy of the age-old earthquake has not yet attenuated its energy. However, most of the reduction system can be changed to the structure. The ride itself must bear most of the force. Because of its cross section, the cost of the structure is generally higher than that of the conventional traditional earthquake-resistant structure. The isolation system isolates the seismic response from the substructure. The lateral deformation generated by the isolation system can be used to cut the energy before the seismic force is threatened. The upper structural member of the isolation system is transformed. To reduce. _, because the vibration isolation is generally located below the structure, it must bear the vertical force and shear force generated by the upper structure, resulting in an increase in the thickness of the steel layer and the rubber layer inside the isolation assembly, and the size of the component body is also enlarged. The degree is also relatively increased, so the bottom of the hidden (four) seven coffee, the material system can only play in the case of a major earthquake, the _ relatively reduced in the small and medium earthquakes 4 in the seismic isolation system on the ground 3 M410074 earthquake response control still exists With many of the above problems, the development of more effective, safe and low-cost systems as an alternative, is becoming a top priority today when the earthquake is becoming more and more severe. From the above, it can be seen that the design pattern adopted by the conventional structure as a whole affects the safety of use, and in order to provide an item more suitable for actual needs, the creator conducts research and development to solve the problem that is easy to use in the conventional use. [New content] The main purpose of this creation is to provide a steel bar continuation device, which uses the method of splitting multiple points to spread the strain, so that the root long-skin has a number of buffer contacts, so it is like grass. Shaking with the earthquake can improve the ability of the strain, so that the steel can withstand greater vibration, thereby improving the seismic resistance of the entire building. In order to achieve the above objectives, the structure of the creation is: it is indirectly connected to a two-section steel bar with a deformation element, the deformation element has excellent strain function, and the deformation element is composed of a memory alloy of the main part, at the two ends of the deformation element Dividend-continuation component, the continuation component has a _ slot, and the slot is fixedly clamped to the end of the steel bar; the deformed component is entangled in the column shape, and the body of the towel is provided with a memory alloy. Europe and the two sides of the outline - hard miscellaneous and - soft ring plate spacing set 'the two outer ends are respectively hard f ring plate, and the outer edge of each ring plate is covered with - soft deformation sleeves composed of deformation elements - cover borrowing __ from the continuation tree through the hard ring plate locked to the end face in the cover plate; the deformation element is suitable for the shape of the beam, which is composed of a memory alloy - the ring body 'ring system is sleeved on a center bolt In the middle without the bud part, the ring body jacket has an outer casing, and the center bolt is sleeved on the end face of the ring body - the ring Wei and the __ soft ring ring and the end face ring cover plate, which are connected to the end piece by the center bolt, and the end face The ring cover is connected to the outer casing. In order to enable your review board to further understand the skills, techniques and efficiencies of this work for the purpose of achieving the intended purpose, a better and feasible embodiment is given, together with a detailed description of the round, I believe that this creation The purpose, the ship and the gamma, can be obtained from this - deep and specific understanding. [Embodiment] As shown in the first to ninth editions, the creation-type steel splicing device is indirectly connected to the two-section steel rib 3 - deformation element! The deforming element i has excellent strain function, and the deforming element 1 is composed of a memory alloy of the main part, and is in the deformed element! The two ends of the wealth-continuation component '2' continued component 2 has a slot 20' with the slot 20 fixedly clamped to one end of the steel bar 3; - the deformation element 1 (using the second deformation element) is suitable for Column type (first to fifth figures, wherein the first-picture is minimally implemented, that is, no set-socket 4 is between the deforming element 丄 and the continuation element 2, both deforming elements are applicable; The component 2 has an internally threaded end. The splicing element 2 is also provided with an internally threaded end, and the two internally threaded ends are separated from the joint bolt 4 ,. The core is provided with a memory alloy at the center thereof! , core! From the middle to the sides, a hard% plate 121, 122, 123, 124, 125 (steel plate, fourth figure) and soft ring plates 126, 127, 128, 129 (high damping rubber, fourth figure) _ 隔 设置 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' The plate 13 borrows a number of countersunk screws 14 (refer to the fourth and fifth figures, there may be four countersunk screws, and more or less) through the continuation element 2 (or the socket element 4) through the lock into the cover plate 13 At the end face, the hard ring plates 12 4, 12 5 are assembled; the implementation is as shown in the fifth figure. The deforming element 1 (using the second deforming element) is suitable for the beam shape (shown in Figures 6 to 8), and is provided with a ring body 丄5 formed of a memory alloy, and the ring body i 5 is sleeved on a center bolt 丄6 in the middle without a bud, the ring body 1 5 jacket has an outer body 1 γ (steel), the center bolt 丄 6 on the end of the ring body 5 M410074 15 borrowed - ring baffle i 8 〇 (saki) set _ soft Ring i 8 (high tension rubber and sealing filler), soft ring! 8 external - end ring cover plate 1 9 (steel) borrow - ring ferrule 190 (or small nut) to lock the two ends of the center bolt 16 to the continuation element 2 (: internal thread end [cf. Or the socket end of the threaded end (as shown in the sixth figure), and the end ring cover 19 is connected to the outer casing 7; the implementation is as shown in the eighth. The ring i 5 is made of a domain alloy and is completed in a filling manner. The second deformation tree directly achieves the function of locking with the center bolt i 6 . The socket component 4 is provided, and the deformation component and the continuous component are all assembled in the money, and the on-site Hunan socket component is secretly combined. This age is farther than that of F. The main cause of structural damage is the resonance phenomenon caused by the natural vibration period and the seismic period, causing the structure amplitude to increase and collapse. As many as the structure, the energy dissipation and vibration reduction are used to attenuate the energy of each particle. The vibration and amplitude are generated to avoid the occurrence of resonance, and at the same time, the seismic energy is fundamentally attenuated by the deformation of the structure itself. The safety and reliability of the structural system itself are determined by the margin, and the margin is reduced. And the better the reliability. However, the general structure is divided into _, and the forest structure body is composed of any material, and the law will be a homogeneous structure composed of a single material and a characteristic, and the domain simulates the multi-layer structure into a multi-mass system. Each layer structure is represented by a mass point, and the effect of applying the energy dissipation element to the knot and column members is regarded as the effect of the floor. This method undoubtedly reduces the structure and the rest of the mind for some special configurations. Like a concrete reinforced concrete structure, it is constructed of a reinforced concrete purple concrete wash. It is actually a heterogeneous structure composed of two materials. If it is enlarged, it can actually be regarded as a number of A single reinforcing bar is formed by continuation of each other, so if it is regarded as a collection of multi-mass structures, as shown in the ninth figure. Then the margin is compared to the single-multiple particle