六、發明說明： 【發明所屬之技術領域】 本發明是有關於一種消能支撐裝置，且特別是有關於 一種雙變形能力之自復位消能支撐裝置。 【先前技術】 現階段的耐震設計，除了需要有足夠容許強度外，更 需要有好的韌性，以達到更經濟更安全的目的。以降伏消 能的結構系統而言，通常會在大變形後造成殘餘永久變 形，使得建築物有殘餘的應力，造成潛在的危險，需要日 後維修來解決此問題。目前常見的支撐系統係以結構桿件 降伏或是挫屈消能為主，但是在反覆載重下，降伏或是挫 屈所造成的變形，會影響建築物結構上的安全及在救援上 的困難度。 以挫屈束制降伏行為和摩擦行為為主的消能支撐研VI. Description of the Invention: [Technical Field] The present invention relates to an energy dissipating support device, and more particularly to a self-resetting energy dissipating support device having a double deformation capability. [Prior Art] At this stage, the seismic design requires a good toughness in addition to sufficient allowable strength to achieve a more economical and safer purpose. In the case of structural systems with reduced energy dissipation, residual permanent deformation is usually caused after large deformation, causing residual stress in the building, posing a potential hazard and requiring future maintenance to solve the problem. At present, the common support system is mainly due to the structural member's lodging or frustration and energy dissipation. However, under the repeated load, the deformation caused by the fall or the setback will affect the safety of the building structure and the difficulty in rescue. degree. Energy-saving support research based on frustration behavior and friction behavior
。此外，在美國專 體行為類似於彈簧而擁有自復位的功能 利編號US 20080016794中，以加箱士 地*震之後藉由所述拉預六吝4· nrw* , 所述藉由施加拉預力 中’以拉預力的方式使結構體在. In addition, in U.S. Patent No. US 20080016794, which has a self-resetting function in the United States, the self-reset is similar to the spring, and after the shock is added, the pull-up is performed by the pull-up six 吝 4· nrw* Force in the way of pulling the force to make the structure
201202517 uoa-iw513 34761twf.doc/n 壞 力有限而容易在遭受較大外力的情況下產生破 【發明内容】 本發明長：供一種雙變形能力之自復位消能支標裝 置’可具有較佳的變形能力。 本發明提出一種雙變形能力之自復位消能支撐裝 置’包括外層構件、核心構件、至少—内層構件、兩外層 底板、兩内層底板、至少一第一預力拉伸構件、至少一^ f預力拉伸構件及至少一摩擦消能構件。外層構件具有至 ^ 一第—延伸段’其巾第—延伸段適於連接外部結構。核 心構件配置於外層構件内且具有至少—第二延伸段，其^ 第二延伸段適於連接外部結構。内層構件配置於外層^件 内。外層構件的兩端分別承頂兩㈣底板，㈣構件 5別承頂兩外層底板。核心構件的兩端分別承頂兩内層 層構件的兩端分別承頂兩内層底板。第一預力^ Π，加拉預力，且第一預力拉伸構件的兩端分別固 ^於兩外層底板。第二預力拉伸構件被施加拉預力， 構St伸構件的兩端分別固定於兩内層底板。摩擦消能 冓件固疋於核心構件且連接外層構件。 口 之—實施例中，上述之各外層底板具有開 兩内層底板分別嵌合於兩開口。 量^本發明之—實施财，域之至少—㈣構件的數 里兩個，〃刀別配置於核心構件的兩側。 在本發明之-實施例中，上述之至少一第一預力拉伸 34761twf.doc/n 201202517 W WA A A W W A J 構件的數量為四個。 在本發明之一實施例中，上述之至少一第二預力拉伸 構件的數量為四個。 在本發明之一實施例中，上述之雙變形能力之自復位 消能支撐裝置，更包括多個錨錠裝置，對該第一預力拉伸 構件施加拉預力並將該第一預力拉伸構件固定於該兩外層 底板，且對該第二預力拉伸構件施加拉預力並將該第二預 力拉伸構件固定於該兩内層底板。 在本發明之一實施例中，上述之外層構件具有兩開 槽’至少一摩擦消能構件的數量為兩個，分別從兩開槽穿 出外層構件並藉由螺栓接合於外層構件。 在本發明之一實施例中，上述之兩内層底板其中之一 具有兩凹缺，兩凹缺分別形成於内層底板相對的兩側邊， 至少一第二延伸段的數量為兩個，分別透過兩凹缺從内層 底板穿出。 在本發明之一實施例中，上述之兩内層底板其中之一 槽’至少—第二延伸段的數量為—個，透過開槽從 内層底板穿出。 在本發明之一實施例中，上述之核心構件為H型鋼、 平板鋼或由兩槽鋼所組成。 方心在Ϊ發明之一實施例中，上述之内層構件為H型鋼、 开/鋼官、槽鋼或圓形鋼管。 管、tir月之—實施例中’上述之外層構件為方形鋼 夕邊形鋼管或圓形鋼管。 201202517 υ〇Α-ιυυ513 34761twf.doc/n 在本發明之-實施例中，上述之第一預力拉伸構件及 第二預力拉伸構件為鋼鍵、鋼棒或彈簧。 下文特 基於上述’當本發明的外層構件及核心構件 ^會推動兩外層底板產生相對位移，並推動兩内層底板 ，相對位移，以讓第1力拉伸構件及第二預力拉伸構 件/刀別產生變形量，而使整體結構_變形量為第-預力 =伸，件之變形1及第二預力拉伸構件之變形量的加油， 藉以提升雙變形能力之自復位消能支躲置的變形能力' 為讓本發明之上述特徵和優點能更明顯易懂 舉實施例，並配合所關式作詳細說明如下。 【實施方式】 ㈣發明—實施例之雙變形能力之自復位消能支 !_的==為變形能力之1復位消能 =、剖面Ε·Ε的剖面圖。圖4至圖6為圖！之雙變 力之自主復位消能支樓裝置的部分結構立體圖。 b 、、” ^ 1至圖6 ’本實施例的雙變形能力之自復位 ί 0包括外層構件110、核心構件12〇、兩個 、兩個外層底板140、兩個内層底板150、四 構Γ16。、四個第二預力拉伸構件17。、兩 ^擦k構件180及多個酸裂置19〇。外層構件㈣ ，、有兩個第-延伸段112(例如為鋼板），第一延伸段山 ， iJ 34761twf.doc/n 201202517 適於連接外部結構(如建築架構）。核心構件120配置於外 層構件11〇内且具有兩第二延伸段122，第二延伸段122 適於連接外部結構(如建築架構）。 兩内層構件130配置於外層構件110内而位於核心構 件120兩側。各第一預力拉伸構件16〇藉由錨錠裝置19〇 被施加拉預力，且各第一預力拉伸構件16〇的兩端藉由錨 錠裝置190分別固定於兩外層底板14〇。各第二預力拉伸 構件170藉由錨錠裝置19〇被施加拉預力，且各第二預力 拉伸構件170的兩端藉由錨錠裝置19〇分別固定於兩内層 底板150。各外層底板14〇具有開口 142(標示於圖2)，I 内層底板150嵌合對應之外層底板14〇的開口 142。各摩 擦消能構件18G在剖面B_B處焊構件⑽且從外声 構件11〇的開槽114穿出，並藉由螺栓50接合於外層構^ 其愉11曝蝴㈣方式固定 ^發明不對如構件12G、㈣構件13G、外層構件 、第-預力拉伸構件⑽及第二預力拉 式=限制。舉例而言，核心齡120可為H型鋼、3 ΐ或ί兩槽鋼所組成，内層構们3G可為Η型鋼、方形^ :鋼或圓形鋼管，外層構件11〇可為方形鋼管、多邊 ，或圓形鋼管’而第-預力拉伸構件160及第二預力 拉伸構件170可為鋼鍵、鋼棒或彈簧。 弟-預力201202517 uoa-iw513 34761twf.doc/n The finite force is limited and it is easy to break under the condition of being subjected to a large external force. [Inventive content] The present invention is long: a self-resetting energy absorbing support device for a double deformation capability can be preferably Deformability. The invention provides a self-resetting energy dissipation supporting device for double deformation capability, which comprises an outer layer member, a core member, at least an inner layer member, two outer bottom plates, two inner bottom plates, at least one first pre-stretching member, at least one pre-f A force tensile member and at least one frictional energy dissipation member. The outer member has a first extension - the extension of the towel is adapted to join the outer structure. The core member is disposed within the outer member and has at least a second extension, the second extension being adapted to connect the outer structure. The inner layer member is disposed in the outer layer. The two ends of the outer layer member respectively support two (four) bottom plates, and (4) members 5 do not cover the two outer bottom plates. The two ends of the core member respectively support the two inner layer bottom members respectively. The first pre-force 加, the pre-tension is applied, and the two ends of the first pre-stretching member are respectively fixed to the two outer bottom plates. The second pre-tensioning member is applied with a pulling pre-force, and both ends of the St-stretching member are respectively fixed to the two inner bottom plates. Friction energy dissipation The element is fixed to the core member and connected to the outer member. In the embodiment, each of the outer bottom plates has an inner bottom plate and two inner bottom plates respectively fitted to the two openings. The amount of the invention is at least two of the number of components in the invention, and the knives are disposed on both sides of the core member. In an embodiment of the invention, the at least one first pre-stretching 34761 twf.doc/n 201202517 W WA A A W W A J component number is four. In an embodiment of the invention, the number of the at least one second pre-stretching members is four. In an embodiment of the present invention, the self-resetting energy dissipation supporting device of the double deformation capability further includes a plurality of anchoring devices, and applying a pulling force to the first pre-stretching member and the first pre-force The tensile member is fixed to the two outer bottom plates, and a pulling preload is applied to the second pre-stretching member and the second pre-stretching member is fixed to the two inner bottom plates. In one embodiment of the invention, the outer layer member has two slots' and the number of at least one frictional energy dissipating member is two, and the outer layer members are respectively passed from the two slots and joined to the outer layer member by bolts. In one embodiment of the present invention, one of the two inner layer bottom plates has two recesses, and the two recesses are respectively formed on opposite side edges of the inner layer bottom plate, and the number of at least one second extension portion is two, respectively The two recesses pass through the inner bottom plate. In one embodiment of the present invention, one of the two inner bottom plates, at least one of the second extending segments, is pierced from the inner bottom plate through the slot. In an embodiment of the invention, the core member is made of H-shaped steel, flat steel or consists of two channels of steel. In one embodiment of the invention, the inner layer member is an H-shaped steel, an open/steel member, a channel steel or a circular steel tube. In the tube, tir month - in the embodiment, the outer layer member is a square steel or a round steel tube. 201202517 025-ιυυ513 34761twf.doc/n In the embodiment of the invention, the first pre-tensioning member and the second pre-stretching member are steel keys, steel bars or springs. The following is based on the above-mentioned 'the outer layer member and the core member of the present invention will push the two outer layers to produce relative displacement, and push the two inner bottom plates, relative displacement, so that the first force tensile member and the second pre-tension tensile member / The knives are deformed, and the overall structure _ deformation is the first pre-force = extension, the deformation of the member 1 and the deformation of the second pre-tension member, so as to improve the double deformation ability of the self-resetting energy dissipation branch The above-described features and advantages of the present invention can be more clearly understood and described in detail with reference to the accompanying drawings. [Embodiment] (4) Self-reset energy dissipation branch of the double deformation capability of the invention-embodiment of the embodiment _ = = is the reset energy of the deformation capability = the profile of the profile Ε · Ε. Figure 4 to Figure 6 are diagrams! A perspective view of a portion of the structure of the dual-variable self-resetting energy dissipation branch building. b,, "^1 to Fig. 6" The self-reset ί 0 of the dual deformation capability of the present embodiment includes an outer layer member 110, a core member 12A, two, two outer bottom plates 140, two inner bottom plates 150, and four inner structures 16 , four second pre-stretching members 17 , two wi-k members 180 and a plurality of acid cracks 19 〇. outer layer members (four), two first-extension segments 112 (for example, steel plates), first The extension section mountain, iJ 34761twf.doc/n 201202517 is adapted to be connected to an external structure (such as a building structure). The core member 120 is disposed within the outer layer member 11A and has two second extensions 122, the second extension 122 being adapted to connect to the exterior The structure (such as a building structure). The two inner layer members 130 are disposed in the outer layer member 110 and are located on both sides of the core member 120. Each of the first pre-stretching members 16 is biased by the anchor device 19, and each Both ends of the first pre-stretching member 16A are respectively fixed to the two outer bottom plates 14 by the anchor device 190. Each of the second pre-stretch members 170 is applied with a pulling force by the anchor device 19, and Both ends of each of the second pre-stretching members 170 are respectively fixed by the anchor device 19 Two inner bottom plates 150. Each outer bottom plate 14A has an opening 142 (shown in Fig. 2), and an inner bottom plate 150 is fitted into an opening 142 corresponding to the outer bottom plate 14A. Each frictional energy dissipating member 18G welds the member (10) at a section B_B and It is pierced from the slot 114 of the outer acoustic member 11〇, and is joined to the outer layer by bolts 50. The invention is not fixed, such as the member 12G, the member (4), the outer member, and the pre-tension. The extension member (10) and the second pre-tension pull type = limit. For example, the core age 120 may be composed of H-shaped steel, 3 ΐ or ί two-channel steel, and the inner layer structure 3G may be Η-shaped steel, square ^: steel or round The steel pipe, the outer layer member 11A may be a square steel pipe, a polygonal pipe, or a circular steel pipe' while the first pre-stretching member 160 and the second pre-stretching member 170 may be steel keys, steel bars or springs. force
在本倾财，難㈣件12G 核心構件_内層構件130及外層構件 201202517 υ〇Α-ιυϋ513 34761twf.doc/n 隙，確保相對位置。各内層構件13G上下兩側焊上塾板 132 ’使各内層構件130與核心構件12〇及外層構件11〇 維持固定_，確保相對位置。此外，各内層構件13〇的 兩端在剖面B-B及剖面D_D處焊上加勁板134，藉以使各 内層構件130所承受的力量可均勻分散。 本實施例的雙變形能力之自復位消能支撐裝置1〇〇的 組裝過程為，先將兩内層構件13〇置於核心構件12〇之上 下兩侧，再將兩内層構件13〇及核心構件12〇由外層構件 110之端部插入。接著，將内層底板150及外層底板140 由外層構件110兩端蓋上，並將四個第一預力拉伸構件16〇 分別從外層底板140上的多個開孔144穿過，且將四個第 一預力拉伸構件170分別從内層底板15〇上的多個開孔 154穿過。最後，使用錨錠裝置19〇將第一預力拉伸構件 160及第二預力拉伸構件17〇分別固定於外層底板14〇及 内層底板150 ’並對第一預力拉伸構件16〇及第二預力拉 伸構件170施加初始預力，而完成雙變形能力之自復位消 能支撐裝置100的組裝。 圖7為本發明另一實施例之雙變形能力之自復位消能 支樓裝置的立體圖。圖8為圖7之雙變形能力之自復位消 能支樓裝置的立體分解圖。圖9為圖7之雙變形能力之自 復位消能支撐裝置在剖面A-A、剖面B-B、剖面C-C、剖 面D-D、剖面E-E的剖面圖。圖10至圖12為圖7之雙變 形能力之自復位消能支撐裝置的部分結構立體圖。 請參考圖7至圖12,本實施例的雙變形能力之自復位 201202517 …·------J 34761twf.doc/n 4旎支撐裝置200包括外層構件21〇、核心構件22〇、兩個 内層構件230、兩個外層底板24〇、兩個内層底板25〇、四 個第-預力拉伸構件260、四個第二預力拉伸構件27〇、兩 個摩擦消能構件280及多個錨錠裝置29〇。外層構件21〇 具有兩個第一延伸段212(例如為鋼板），第一延伸段212 適於連接外部結構〇建餘構）。核，讀件22G配置於外 層構件210内且具有一第二延伸段222，第二延伸段222 適於連接外部結構(如建築架構）。 兩内層構件230配置於外層構件21〇内而位於核心構 件220兩侧。各第一預力拉伸構件26〇藉由錯錠裝置29〇 破施加拉預力’且各第一預力拉伸構件26〇的兩端藉由錨 錠裝置290分別固定於兩外層底板24〇。各第二預力拉伸 構件270藉由败裝i 290被施加拉預力，且各第二預力 拉伸構件270的兩端藉由驗裝置分別固定於兩内層 底板250。各外層底板240具有開口 242(標示於圖8)，各 内層底板250散合對應之外層底板240 _口 242。各摩 擦消能構件28〇在剖面Β·Β處焊於核心構件no且從外声 ::的開槽214穿出’並藉由螺栓6〇接合於外層構； 於外層構件：’㈣鋼216例如是增的方式固定 本發明不對核心構件220、内層構件23〇 =、第1力拉伸構件260及第二預力拉伸構件。= 式加以限制。舉例而言，核心構件22()可為η型鋼、 鋼或由兩槽鋼所組成，内層構件23〇可為Η型鋼、方形鋼 201202517 UOA-iw513 34761 twf-doc/n 管、槽鋼或圓形鋼管，外層構件21〇可為方形鋼管、 形鋼管或圓形鋼管，而第—預力拉伸構件施及第二預力 拉伸構件270可為鋼鍵、鋼棒或彈簧。 在本實施例中，於核心構件22〇端部焊墊板224，使 核心構件22G與内層構件23〇及外層構件21()維持固定間 隙，確保相對位置。㈣層構件23G上下兩側焊上塾板 232，使各内層構件23〇與核心構件22〇及外層構件 籲 維持固定間隙’確保相對位置。此外，各内層構件现的 兩端在剖面B-B及剖面D_D處焊上加勁板234，藉以使各 内層構件230所承受的力量可均勻分散。 本實施例的雙變形能力之自復位消能支撐裝置2〇〇的 組裝過程為，先將兩内層構件23〇置於核心構件22〇之上 下兩側，再將兩内層構件230及核心構件22〇由外層構件 210之端部插入。接著，將内層底板25〇及外層底板24〇 由外層構件210兩端蓋上，並將四個第一預力拉伸構件26〇 分別從外層底板240上的多個開孔244穿過，且將四個第 •三預力拉伸構件27〇分別從内層底板wo上的多個開孔 254穿，。最後，使用錨錠裝置29〇將第一預力拉伸構件 260及第二預力拉伸構件27〇分別固定於外層底板及 内層底板250，並對第一預力拉伸構件26〇及第二預力拉 伸構件270施加初始預力，而完成雙變形能力之自復位消 能支撐裝置200的組裝。 本發明不對第二延伸段122(222)的的形式加以限制。 在圖1至圖6的實施例中，兩内層底板15〇其中之—具有 11 201202517 34761twf.doc/n 兩凹缺152(標示於圖2)，兩凹缺152分別形成於内層底板 150相對的兩侧邊，兩第二延伸段122分別透過兩凹缺152 從内層底板150穿出。在圖7至圖12的實施例中，兩内層 底板250其中之一具有開槽252(標示於圖8)，第二延伸段 222透過開槽252從内層底板250穿出。 以下以圖1至圖7的雙變形能力之自復位消能支撐裝 置100為例，說明其受力變形的方式。圖13為圖1之雙變 形能力之自復位消能支撐裝置未受力時的結構示意圖。圖 14A及圖14B分別為圖1之雙變形能力之自復位消能支撐 裝置受壓力及拉力時的結構示意圖。請先參考圖13，外層 構件110的兩端分別承頂兩外層底板140，内層構件130 的兩端分別承頂兩外層底板140，核心構件120的兩端分 別承頂兩内層底板150，且内層構件13〇的兩端分別承頂 兩内層底板150。 藉此，當雙變形能力之自復位消能支撐裝置1〇〇如圖 14A所示受壓力時，兩外層底板14〇會受外層構件ιι〇及 内層構件13G的推動而彼此遠離，使第—預力拉伸構件16〇 產生伸長量5，而兩内層底板150會受核心構件120及内 】構件130的推動而彼此遠離，使第二預力拉伸構件17〇 。在此過程中’核心構件120及外層構件110 =對t移可藉由摩擦消能構件⑽及_ Μ之間的摩 由圖Μ可知，第—預力拉伸構件160與第 二 170皆具有伸長量而使核心構件12。 的相對位移達到藉以提升整體結構 201202517 uoa-iuu513 34761twf.doc/n 的總伸長量至2(5，使其較不易因承受外力而產生破壞。 同樣地，當雙變形能力之自復位消能支撐裝置1〇〇如 圖14B所示受拉力時，兩外層底板14〇會受外層構件ιι〇 及内層構件130的推動而彼此遠離，使第一預力拉伸構件 160產生伸長量5 ’而兩内層底板15〇會受核心構件⑽ 及内層構件130的推動而彼此遠離，使第二預力拉伸構件 170產生伸長量f在此過程巾，核心、構件及外層構 件110之相對位移可藉由摩擦消能構件18〇及角鋼^之 :摩2行消能。由圖14B可知’第一預力拉伸構件160 ㈣構件17G皆具有伸長量5，而使核心構件 構的7長量至25，使錄不㈣承受外力而/生破t 二上所述’當本發明的外層構件及核心構件承受外力 m㈣兩外層底板產生相對 声 ==讓第-預力拉伸構件及第二== 拉;及第而使=:的總變形量為第， 藉以提升雙變力拉伸構件之變形量的加總， 使其可_於更多種_^=支撐裝置的變形能力， 本發露如上，然其細以限定 ，精神和範圍内:;4:=:二： 發明之保護範圍當視後附之申請;利範=界=為;本 13 201202517 34761twf,oc/n 【圖式簡單說明】 圖1為本發明一實施例之雙變形能力之自復位消能支 撐裝置的立體圖。 圖2為圖1之雙變形能力之自復位消能支撐裝置的立 體分解圖。 圖3為圖1之雙變形能力之自復位消能支撐裝置在剖 面A-A、剖面B-B、剖面C-C、剖面D-D、剖面E-E的剖 面圖。 圖4至圖6為圖1之雙變形能力之自復位消能支撐裝 β 置的部分結構立體圖。 圖7為本發明另一實施例之雙變形能力之自復位消能 支撐裝置的立體圖。 圖8為圖7之雙變形能力之自復位消能支撐裝置的立 體分解圖。 圖9為圖7之雙變形能力之自復位消能支撐裝置在剖 面Α-Α、剖面Β-Β、剖面C-C、剖面D-D、剖面Ε-Ε的剖 面圖。 鲁 圖10至圖12為圖7之雙變形能力之自復位消能支撐 裝置的部分結構立體圖。 圖13為圖1之雙變形能力之自復位消能支撐裝置未 受力時的結構示意圖。 圖14Α及圖14Β分別為圖1之雙變形能力之自復位消 能支撐裝置受壓力及拉力時的結構示意圖。 14 201202517 UC>A-IUU513 34761twf.doc/n 【主要元件符號說明】 50、60 :螺栓 100、200 :雙變形能力之自復位消能支撐裝置 110、210 :外層構件 112、212 :第一延伸段 114、214 :開槽 116、216 :角鋼 120、220:核心構件 122、222 :第二延伸段 124、132、224、232 :墊板 130、230 :内層構件 134、234:加勁板 140、240 :外層底板 142、242 :開口 144、154、244、254 :開孔 150、250 :内層底板 • 152 :凹缺 160、260 :第一預力拉伸構件 170、:270 :第二預力拉伸構件 180、280 :摩擦消能構件 190、290 :錨錠裝置 252 :開槽 1.5In this wealth, it is difficult to (four) pieces of 12G core components _ inner layer member 130 and outer layer member 201202517 υ〇Α-ιυϋ513 34761twf.doc/n gap to ensure relative position. The slabs 132' are welded to the upper and lower sides of each of the inner layer members 13G so that the inner layer members 130 and the core members 12 and the outer layer members 11 are held fixed to ensure the relative position. Further, both ends of each of the inner layer members 13A are welded to the stiffening plates 134 at the section B-B and the section D_D, so that the forces received by the respective inner layer members 130 can be uniformly dispersed. The assembly process of the self-resetting energy dissipation supporting device 1双 of the double deformation capability of the embodiment is that the two inner layer members 13 are first placed on the upper and lower sides of the core member 12〇, and then the two inner layer members 13 and the core member are assembled. 12〇 is inserted by the end of the outer member 110. Next, the inner bottom plate 150 and the outer bottom plate 140 are covered by the two ends of the outer layer member 110, and the four first pre-stretching members 16 are respectively passed through a plurality of openings 144 on the outer bottom plate 140, and four The first pre-stretching members 170 are respectively passed through a plurality of openings 154 in the inner bottom plate 15 . Finally, the first pre-stretching member 160 and the second pre-stretching member 17 are respectively fixed to the outer bottom plate 14 and the inner bottom plate 150' using the anchor device 19, and the first pre-stretching member 16 is 〇 And the second pre-tensioning member 170 applies an initial pre-force to complete the assembly of the self-resetting energy dissipating support device 100 of the dual deformation capability. Figure 7 is a perspective view of a self-resetting energy dissipation branch building device of double deformation capability according to another embodiment of the present invention. Figure 8 is an exploded perspective view of the self-resetting energy dissipation building device of the double deformation capability of Figure 7. Figure 9 is a cross-sectional view of the self-resetting energy dissipation support device of the double deformation capability of Figure 7 in section A-A, section B-B, section C-C, section D-D, section E-E. 10 to 12 are perspective views showing a partial structure of the self-resetting energy dissipating support device of the double deformation capability of Fig. 7. Referring to FIG. 7 to FIG. 12, the self-resetting of the double deformation capability of the present embodiment 201202517 ..... J 34761 twf.doc/n 4 旎 support device 200 includes an outer layer member 21 〇, a core member 22 〇, two The inner layer member 230, the two outer bottom plates 24, the two inner bottom plates 25, the four first pre-stretch members 260, the four second pre-stretch members 27, the two friction dissipating members 280, and A plurality of anchor devices 29〇. The outer layer member 21 has two first extensions 212 (e.g., steel plates), and the first extensions 212 are adapted to connect external structures to build a structure. The core, read 22G is disposed within outer member 210 and has a second extension 222 adapted to connect to an external structure (e.g., architectural architecture). The two inner layer members 230 are disposed in the outer layer member 21A and are located on both sides of the core member 220. Each of the first pre-stretching members 26 is smashed by the wrong ingot device 29 to apply a pulling pre-force' and both ends of each of the first pre-stretching members 26 are fixed to the two outer bottom plates 24 by the anchor device 290, respectively. Hey. Each of the second pre-stretching members 270 is biased by the disengagement i 290, and both ends of each of the second pre-stretching members 270 are respectively fixed to the two inner bottom plates 250 by the inspection device. Each of the outer bottom plates 240 has an opening 242 (shown in Figure 8), and each of the inner bottom plates 250 is interspersed with a corresponding outer bottom plate 240_port 242. Each frictional energy dissipating member 28 is welded to the core member no at the section Β·Β and passes through the slot 214 of the external sound:: and is joined to the outer layer by the bolt 6〇; the outer member: '(four) steel 216 For example, the core member 220, the inner layer member 23〇, the first force stretching member 260, and the second pre-stretch member are not fixed to the present invention. = is limited. For example, the core member 22() may be n-shaped steel, steel or composed of two channels of steel, and the inner layer member 23 may be a Η-shaped steel, a square steel 201202517 UOA-iw513 34761 twf-doc/n tube, channel steel or round The steel pipe, the outer layer member 21A may be a square steel pipe, a steel pipe or a circular steel pipe, and the first pre-stretching member and the second pre-stretching member 270 may be steel keys, steel bars or springs. In the present embodiment, the core member 22 is terminated at the end portion of the core member 22, and the core member 22G and the inner layer member 23 and the outer layer member 21 are maintained in a fixed gap to ensure a relative position. (4) The slabs 232 are welded to the upper and lower sides of the layer member 23G so that the inner layer members 23 and the core members 22 and the outer layer members are maintained at a fixed gap to ensure a relative position. Further, both ends of each inner layer member are welded to the stiffening plate 234 at the section B-B and the section D_D, so that the forces received by the respective inner layer members 230 can be uniformly dispersed. The assembly process of the self-resetting energy dissipation supporting device 2 of the dual deformation capability of the present embodiment is that the two inner layer members 23 are first placed on the upper and lower sides of the core member 22, and then the two inner layer members 230 and the core member 22 are The crucible is inserted by the end of the outer member 210. Next, the inner bottom plate 25 and the outer bottom plate 24 are covered by the two ends of the outer layer member 210, and the four first pre-stretch members 26 are respectively passed through the plurality of openings 244 on the outer bottom plate 240, and The four third pre-tensioning members 27 are respectively passed through a plurality of openings 254 on the inner bottom wo. Finally, the first pre-stretching member 260 and the second pre-stretching member 27 are respectively fixed to the outer bottom plate and the inner bottom plate 250 by using the anchor device 29, and the first pre-stretching member 26 is The two pre-tensioning members 270 apply an initial pre-force to complete the assembly of the dual-deformation self-resetting energy dissipation support device 200. The invention does not limit the form of the second extension 122 (222). In the embodiment of FIGS. 1 to 6, the two inner bottom plates 15 have therein - having 11 201202517 34761 twf.doc/n two recesses 152 (shown in FIG. 2), and the two recesses 152 are respectively formed on the inner bottom plate 150. On both sides, the two second extensions 122 are respectively passed through the two recesses 152 from the inner bottom plate 150. In the embodiment of Figures 7-12, one of the two inner bottom plates 250 has a slot 252 (shown in Figure 8) through which the second extension 222 exits through the slot 252. Hereinafter, the self-resetting energy dissipation supporting device 100 of the double deformation capability of Figs. 1 to 7 will be taken as an example to explain the manner in which the force is deformed. Fig. 13 is a structural schematic view showing the self-resetting energy dissipating support device of the double deforming capability of Fig. 1 when it is not stressed. 14A and 14B are respectively schematic structural views of the self-resetting energy dissipation supporting device of the double deformation capability of Fig. 1 under pressure and tension. Referring to FIG. 13 , the two ends of the outer layer member 110 respectively support the two outer bottom plates 140. The two ends of the inner layer member 120 respectively support the two inner bottom plates 150, and the inner layer The two ends of the member 13 are respectively supported by the two inner bottom plates 150. Thereby, when the self-resetting energy dissipation supporting device 1 of the double deformation capability is pressed as shown in FIG. 14A, the two outer bottom plates 14 are pushed away from each other by the outer layer member ιι and the inner layer member 13G, so that the first The pre-stretching member 16 has an elongation of 5, and the two inner bottom plates 150 are pushed away from each other by the core member 120 and the inner member 130, causing the second pre-stretching member 17 to be twisted. In the process, the core member 120 and the outer layer member 110=the t-shift can be obtained by the friction between the friction-dissipating members (10) and the _ ,, and the first pre-stretching member 160 and the second 170 have both The core member 12 is elongated by the amount. The relative displacement is achieved to increase the overall elongation of the overall structure 201202517 uoa-iuu513 34761twf.doc/n to 2 (5, making it less susceptible to damage due to external forces. Similarly, self-resetting energy dissipation support for double deformation capability When the device 1 is pulled as shown in FIG. 14B, the two outer bottom plates 14 are pushed away from each other by the outer layer member ιι and the inner layer member 130, so that the first pre-stretch member 160 generates an elongation amount of 5' and two The inner bottom plate 15 is pushed away from each other by the core member (10) and the inner layer member 130, so that the second pre-stretch member 170 produces an elongation f. In this process, the relative displacement of the core, the member and the outer member 110 can be The frictional energy dissipating member 18 and the angle steel are: 2 rows of energy dissipation. It can be seen from Fig. 14B that the first pre-stretching member 160 (four) member 17G has an elongation of 5, and the core member has a length of 7 to 25 (4) to bear the external force and / / to break the t two described above 'When the outer layer member and the core member of the present invention are subjected to external force m (four) the outer layer of the outer layer produces relative sound == let the first pre-stretching member and the second == Pull; and the total deformation of =: In order to increase the deformation amount of the double-variable tensile members, so that it can be more than _^=the deformation ability of the supporting device, the present disclosure is as above, but it is limited to the spirit and scope: 4:=:2: The scope of protection of the invention is attached to the attached application; Lifan=Boundary=Yes; Ben 13 201202517 34761twf, oc/n [Simplified Schematic] FIG. 1 is a dual deformation capability according to an embodiment of the present invention. Fig. 2 is an exploded perspective view of the self-resetting energy dissipating support device of the double deformation capability of Fig. 1. Fig. 3 is a self-resetting energy dissipation support device of the double deformation capability of Fig. 1 in section AA, FIG. 4 to FIG. 6 are partial perspective views of the self-resetting energy dissipation support device of the double deformation capability of FIG. 1. FIG. 7 is another perspective view of the present invention. Fig. 8 is an exploded perspective view of the self-resetting energy dissipating support device of the double deformation capability of Fig. 7. Fig. 9 is a self-resetting energy dissipation support of the double deformation capability of Fig. 7. The device is in the section Α-Α, section Β-Β, section CC, section DD, section Ε-Ε section view. Lutu 10 to Figure 12 are a partial perspective view of the self-resetting energy dissipation support device of the double deformation capability of Fig. 7. Fig. 13 is a self-resetting energy dissipation support of the double deformation capability of Fig. 1. Schematic diagram of the structure when the device is not stressed. Fig. 14Α and Fig. 14Β are respectively the structural diagrams of the self-resetting energy dissipation support device with double deformation capability of Fig. 1 under pressure and tension. 14 201202517 UC>A-IUU513 34761twf.doc/n [Main component symbol description] 50, 60: Bolts 100, 200: self-resetting energy dissipating support device 110, 210 with double deformation capability: outer layer members 112, 212: first extension 114, 214: slotted 116, 216: angle steel 120, 220: core members 122, 222: second extensions 124, 132, 224, 232: pads 130, 230: inner layer members 134, 234: stiffening plates 140, 240: outer bottom plates 142, 242: openings 144, 154 244, 254: opening 150, 250: inner bottom plate • 152: recess 160, 260: first pre-stretching member 170, 270: second pre-stretching member 180, 280: friction dissipating member 190 , 290: anchor device 252: slotted 1.5