M345093 八、新型說明： 【新型所屬之技術領域】 本創作係一種運用於建築物及 刃及各種土木工程的強化支 撐裝置，尤指一種能夠提高挫屈束 果制斜撐效能的消能支撐 裝置。 【先前技術】 為了加強大型建築物及各種土 種土木工程的結構韌性及 >撐強度，往往會於建築物的樺摔 、知铃立柱之間設置形成斜向 支撐的消能支撐裝置，藉以提供 、田扪季由向早刃性、強化έ士 構及消除震動能量等效能，針對這個課題，申請 : 續開發設計出如證書號數丨262229 夕々斤 月』土 及證書號數Μ321445 |卢「办入乂儿夕即，避展裝置」 專利案。 45 5虎ι全分離式挫屈束制斜撐」， 在號專利案及Μ321445號專利案中為 ,± , 構件獲件足夠的拘束支撐效果，必須方 4 ^ 包覆成口型的外框體，並且於夕 框肢與軸心構件之間設置若 、 .Α 干支撐構材及填充材，形成環 束軸心構件的圍束構造， 士女 精以防止軸心構件於受壓力作用 時產生挫屈。 又&刀作用 現有消能支撐裝置戶斤 铁铲豹用包後成口型的圍束構造，雖 …、月b夠徒供不錯的方卜如 方止挫屈效果，但是呈口 :束構造存在有佔用的空間體積較大 二、的 特別是要於，框體的内部設置支撐構材及 僅相當地麻煩費事，# 真充材，不 亚且不易將軸心構件精確地設置在軸 M345093 心位置 【新型内容] /解決現有消能支撐以有關於裝㈣工不便、_ 不%、疋及體積較大、笨重等問題及限制 ：： 出一種可以汽介έ士拔 乍人開叙设計 。構及便於裝配施工的消能支撐穿置太 創作主要係以多個L型拘束構件直接夹制於轴心 轉角區域，並分別以固定構件將相鄰L型拘束牛:各 端側予以束制連結，有效地達 延伸 施工等實用效能。 ^化、，且成結構且便於裳配 本創作所運用的技術手段係在於提供 置，包括·· 裡咱此支撐裝 -軸心構件’係包含有一支撐軸部及二分別連接於今 ^軸部兩端的連接頭，於該支撐軸部設有三道以上相連/ 的肋板’各肋板的侧緣係設為非線性側緣，並於相鄰的 。肋板之間形成—轉角區域； 、 土多數個拘束構件，分別對應於各轉角區域，並設有— 抵A於所對應轉角區域的支持部，以及二分別由該支持 延伸而出的延伸端側；以及 多數個固定構件’分別束制連結於各相鄰拘束構 相鄰延伸端側’以各拘束構件及各固定構件連結形成 5亥軸心構件的圍束構造。 前述的消能支撐裝置，其中的固定構件可以設為1 材，一嵌固材，也可以設為一板材及一垂直連結於該板材 的嵌固材，也可以設為前述實施態樣的組合。其中的嵌固 5 M345093 材朝向所對應肋板的側 ^ 、、象係6又為平直形怨或非線性側緣。 如述的消能支撐P番 , χ ’係G括一呈長形板片狀且位於 中間位置的連結構件、- —截面概呈丁形且分別位於該連結 τ側的軸心構件，以及四個分別央制於各軸心構 件所設轉角區域的拘束構件。 辦進ί創1乍所提供消能支撐裝置，可以獲得的優點及功效 增進至少包括·· 1乍的’肖此支樓裝置係直接以-個軸心構件搭配 數個L型拘束構件及固 ..^ ^ ， 疋稱件所組成，組成構造極為精簡 亚且此夠減縮使用的材料成本。 2 _本創作以多個L刑h g a + 1 i拘束構件直接夾制於軸心構件 =轉角區域’再以固定構件加以束制連結即可裝配組立 施工相當地簡便快速’並且能夠有效地減縮消 月匕支撐破置所佔用空間體積。 株1·本創作直接以多個L型拘束構件相對夾制軸心構 ’此夠精確地將轴心構件保持在消能支撐裝置的轴心位 置’有效地提高消能支撐裝置的製作效率及成型品質。 【實施方式】 為能詳細瞭解本創作的技術特徵及實用功效 戶、?、自允明書的内定炎眚：祐 # 、’ ^ ^ ^ ^玆達一步以如圖式所示的較佳每 施例，詳細說明如后： ^乂仏汽 本創作係為一種可以安裝運用⑨建築物或橋樑等土木 =::!樑與立柱之間的消能支撐裝置，對於本創作實施 連用的耗-不作特定的限制，如各附圖所一 M345093 =有至少一軸心構件（10A, 10B，1 oc，1 〇D)、多數個間隔抵 靠於該軸心構件（1〇八，10已，1〇〇，1〇〇)的拘束構件（20)，以 及多數個分別束制結合於相鄰拘束構件（20)之間的固定構 件（30A，30B，30C);其中： • 前述的軸心構件（1〇A，1〇B，1〇C)係設為細長狀桿柱形 悲，並包含有一具備多個非線性側緣的支撐軸部（彳彳），以 及/刀別連接於該支撐軸部（1彳）兩端的二連接頭（彳2);該軸 馨心構件（10八，1〇已，1〇〇的具體實施態樣可以為如第一至三 圖所示，在第一圖的實施例中，該軸心構件（10A)係設為截 面呈十字形的細長狀桿柱，其中的支撐軸部（1彳）係設有四 道以軸心位相連結的肋板（1彳2)，於各肋板（1 ]2)的側緣各 凹汉有一長形凹緣（1 1 4)而形成非線性側緣，並於相鄰的肋 板（1 1 2)之間形成直角形態的轉角區域（]彳6)，其中的連接 頭（1 2)係設為具有多數個穿孔而可鎖裝於相對應的樑柱連 結位置；在第二圖的實施例中，該軸心構件（1〇B)於各肋板 鲁（1 12)的側緣係各間隔凹設有二個長形凹緣（1 14)而形成非 線性側緣，在第三圖的實施例中，該軸心構件（彳〇 c)於其 中的兩肋板（11 2)的側緣各凹設有一長形凹緣（1Ί4)而形成 非線性側緣，以及於另外兩個肋板（彳彳2)的側緣係各間隔凹 設有二個長形凹緣（1 1 4)而形成非線性側緣； 如第四至七圖所示，前述的各拘束構件（2〇)係分別對 應前述軸心構件（10A，10B,10C)的各轉角區域（116)，如圖 所示的拘束構件（20)係設為截面呈l形的長形構材，於拘 束構件（20)的轉角部位形成一位於該軸心構件 M345093 (1(^’108,10(：)所設轉角區域（116)的支持部（21)，以該支 持部（21)抵靠於該軸心構件（職湖，1QC)鄰接該轉角區域 (116)的肋板（112)的板面，並且各拘束構件（2q)的延伸端 側（22)係突出於該軸心構件（1 〇A，] 〇B i 〇c)所設肋板⑴2) 的側緣。 如第四至七圖所示，前述的固定構件（30A，30B，30C) 係以結合手段固定於相冑L型拘束構件(2〇)的相鄰延伸端 側（22) ’該結合手段可以為焊接或螺鎖等方式，藉以讓相 鄰拘束構件（20)的相鄰延伸端側（22)形成束制連結；在第 四圖的實施例中，㈣定構件（繼)係設為—以焊接或螺鎖 方式固定於相鄰延伸端侧（22)的板材（31)，藉以利用四個l 型拘束構件（20)及四個固定構件（3〇A)連結形成圍束該轴心 構件（10A)的圍束構造，藉以防止軸心構件（1〇A)於受壓力 作用時產生挫屈； 在第五圖的實施例中，該固定構件（3〇B)傣設為一截面 呈T形的長形構材，並包含一板材（31)及一垂直連接於該 板材（31)中線位置的嵌固材（32)，以該嵌固材（32)嵌插而螺 鎖或坏接固定於相鄰拘束構件（2〇)的相鄰延伸端側（22)之 間，形成圍束該軸心構件（1〇A)的圍束構造；在第六圖的實 轭例中，设有兩種不同形態的固定構件（3〇A，3〇c)，其中 包括兩個位於相對側且包含有一板材（31)的固定構件（3〇a) ，以及另外兩個位於相對側的固定構件（3〇c)，該固定構 件（30C)係設為一谈固材（32)，㈣嵌固材（32)錢而螺鎖 或焊接固疋於相鄰拘束構件（2〇)的相鄰延伸端側（22)之間 M345093 ’藉以利用四個L型拘束構件（2〇)及兩組固定構件 (30A，30C)連結形成圍束該軸心構件（彳〇B)的圍束構造； 在第七圖的實施例中，設有兩種不同形態的固定構件 (30B，30C)，其中包括兩個位於相對側的丁型固定構件 (30B)，以及另外兩個位於相對側的固定構件（3〇c)，利用 四個L型拘束構件（20)及兩組固定構件（3〇B，3〇c)連結形成 圍束該軸心構件（10C)的圍束構造；前述固定構件 > (30B，30C)所設的嵌固材（32)朝向該軸心構件 (1 0A，1 0B，1 0。)所δ又肋板(112)的側緣，可以設為平直形態 或配合所對應凹緣⑴4)而形成凸部㈣線性形料各種^ 施形態，本創作不做特定的限制，只要能將相鄰兩拘束構 件(20)所設的延伸端側(22)予以束制結合即可。 如第八、九圖所示的實施例中，本創作係設有一呈長 形板片狀且位於中間位置的連結構件（4。）、二截面概呈τ 形且分別位於該連結構件例上、下側的心構件（ :::別夹制於各軸心構件(，所設轉角區域⑴6)的L ”構件（20)，以及四個分別連結固 ::(2〇)所設相鄰㈣端側叫的固定構二 '連結構件(4Q)係可以為單層板材或包括二層以上二材 ’如圖所示的連結構件(40)係設為：材 構件具備多個非線材支; 分別連接於該Φ挎丨… 又分神。卩（11)及 牙軸口P (1 Ί)兩端的二連接萠M 9、 軸部⑴）係設有三道以心位相連結〜支樓 板⑴2)的側緣各凹 板⑴2) ’於各肋 。又有個的長形凹緣（114)，並於 9 M345093 相鄰的肋板（1 12)之間形成直角形態的轉角區域（1 16); 前述的拘束構件（20)係以轉角部位的支持部（21)抵靠 於所對應軸心構件（10D)的轉角區域（1 16)，並且各拘束構 件（20)的延伸端側（22)係突出於所對應肋板（彳12)的側緣； 鈾述的固定構件（3 0 A)係包括一長形板材（31 )，固定於所對 應相鄰拘束構件（20)所設相鄰延伸端側（22)，藉以利用各 拘束構件（20)及各固定構件（30A)連結形成消能支撐裝置的 圍束構造。 在第十圖的實施例中，設有兩種不同形態的固定構件 (30A，30C)，其中包括兩個位於相對側的平板狀固定構件 (30A)，以及四個呈嵌固材（32)形態的固定構件（3〇c)，讓 各固定構件（30C)分別螺鎖或焊接固定於L形拘束構件（2〇) 所設延伸端側（22)與連結構件（40)相對應的側緣之間，藉 以利用各拘束構件（20)及兩組固定構件（30A，30C)連結形成 消能支撐裝置的圍束構造。 在第十一圖的實施例中，設有六個呈嵌固材（32)形態 的固定構件（30C)，讓各固定構件（30C)分別螺鎖或焊接固 定於相鄰拘束構件（20)的相鄰延伸端側（22)之間，戋拘束 構件（20)的延伸端側（22)與連結構件（4〇)相對應的側緣之間 ，藉以利用各拘束構件（20)及各固定構件（3〇c)連結形成消 能支撐裝置的圍束構造。 在第十二圖的實施例中，設有兩種不同形態的固定構 件（30B，30C)，其中包括兩個位於相對側的丁型固定構件 (30B)’以及四個呈嵌固材（32)形態的固定構件（3〇〇厂讓 M345093 各固定構件（30B，30C)的嵌固材（32)分別螺鎖或焊接固定於 相鄰拘束構件（20)的相鄰延伸端側（22)之間，或拘束構件 (20)的延伸端側（22)與速結構件（4〇)相對應的側緣之間，藉 以利用各拘束構件（20)及兩組固定構件（3〇B，3〇c)連結形成 • 消能支撐裝置的圍束構造。 本創作主要的技術特徵係在於以多個L形拘束構件 ，（20)直接夾制於所對應軸心構件（1 〇八，1 〇B，1 〇c，1 〇D)所設 ⑩的轉角區域（116)，並分別以固定構件（3〇A，3〇B，3〇c)束制 連結於相鄰拘束構件（20)的相鄰延伸端側（22)或連結構件 (40)相對應的側緣之間，有效地以精簡的構造及體積，組 構成便於裝配施工的消能支撐裝置。 以上所述，僅是本創作的較佳實施例，並非對本創作 作任何形式上的限制，任何所屬技術領域中具有通常知識 者，若在不脫離本創作所提技術方案的範圍内，利用本創 作所揭示技術内容所作出局部更動或修飾的等效實施例， 籲亚且未脫離本創作的技術方案内容，均仍屬於本創作技術 方案的範圍内。 【圖式簡單說明】 第一圖係本創作的軸心構件第一實施形態之立體結構 示意圖。 第二圖係本創作的軸心構件第二實施形態之立體結構 示意圖。 第二圖係本創作的軸心構件第三實施形態之立體結構 示意圖。 M345093 第四圖係本創作第一較佳實施例之結構剖面示意圖。 第五圖係本創作第二較佳實施例之結構剖面示意圖。 第六圖係本創作第三較佳實施例之結構剖面示意圖。 第七圖係本創作第四較佳實施例之結構剖面示意圖。 第八圖係本創作第五較佳實施例之立體結構示意圖。 第九圖係本創作第五較佳實施例之結構剖面示意圖。 第十圖係本創作第六較佳實施例之結構剖面示意圖。 第十一圖係本創作第七較佳實施例之結構剖面示意圖 第十二圖係本創作第八較佳實施例之結構剖面示意圖 【主要元件符號說明】 (10A，10B，10C，10D)軸心構件 (1 1)支撐軸部 (1 12)肋板 (1 16)轉角區域 (12)連接頭 (20)拘束構件 (22)延伸端侧 (1 1 4)凹緣 (21)支持部 (30A，30B，30C)固定構件 (31) 板材 (32) 嵌固材 (40)連結構件 （41)延伸端側 12M345093 VIII. New Description: [New Technology Field] This creation is a kind of reinforcement support device used in buildings and blades and various civil engineering projects, especially an energy dissipation support device capable of improving the performance of buckling and fruit-making diagonal support. . [Prior Art] In order to strengthen the structural toughness and strength of large-scale buildings and various civil engineering, it is often necessary to provide an energy-saving supporting device for forming diagonal support between the building's birch and Zhiling columns. Provided, Tian Hao Ji from the early blade, strengthen the gentleman structure and eliminate the vibration energy equivalent energy, for this subject, apply: Continue to develop and design such as certificate number 丨 262229 夕々斤月" soil and certificate number Μ 321445 | Lu "When you enter the day of the child, you will avoid the device" patent case. 45 5 Tiger ι fully separated frustration bundle bracing", in the patent case and Μ 321445 patent case, ±, the component obtained sufficient restraint support effect, must be 4 ^ coated into a mouth frame Body, and between the frame limb and the axial member, if, . . . dry support member and filler, forming a bundle structure of the ring beam axial member, the female essence to prevent the axial member from being under pressure Produce frustration. Also & knife function of the existing energy-saving support device, the shovel shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel, the shovel The structure has a large occupied space and a large volume. In particular, it is necessary to arrange the support member inside the frame body and it is only quite troublesome, #真充材,不不不和不定的轴心部件" Axis M345093 Heart position [new content] / Solve the existing energy-dissipation support to have problems related to loading (4), inconvenience, _ not%, squatting and bulky, bulky, etc.:: A kind of can be opened by a gentleman Design. The dissipative support for easy assembly and construction is mainly created by a plurality of L-shaped restraining members directly sandwiched in the corner of the shaft, and the adjacent L-shaped restrained cattle are respectively fixed by the fixing members: the end sides are bundled Linking, effectively achieving practical performance such as extension construction. The technical means used in the creation of the structure and the convenience of the dressing is to provide the set, including the ······································································· The connecting end of the end is provided with three or more ribs connected to the supporting shaft portion. The side edges of each rib are set as non-linear side edges and adjacent to each other. Forming a corner region between the ribs; and a plurality of restraining members of the soil respectively corresponding to the respective corner regions, and having a support portion that abuts the corresponding corner region, and two extension ends respectively extended by the support The side and the plurality of fixing members 'bundlely connect to the adjacent extending end sides of the adjacent restraining structures respectively' are bundled structures in which the respective restraining members and the respective fixing members are coupled to each other to form a five-axis core member. In the above-mentioned energy dissipating support device, the fixing member may be made of a material, an embedded material, or a plate and an embedded material vertically connected to the plate, or may be a combination of the foregoing embodiments. . The embedded 5 M345093 material faces the side of the corresponding rib, and the image system 6 is a straight sin or a non-linear side edge. As described in the energy dissipating support, the χ 'G is a connecting member having an elongated plate shape and located at an intermediate position, an axial member having a cross section and being respectively located on the side of the connecting τ, and four The restraining members are respectively arranged in the corner regions provided by the respective axial members. The energy-saving support device provided by 创 创 乍 , , , , , , , , , , 至少 至少 至少 ' ' ' 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖 肖..^ ^ , composed of nicknames, the composition of the structure is extremely streamlined and this is enough to reduce the cost of materials used. 2 _This creation is based on multiple L- tions hga + 1 i restraining members directly clamped to the axial member = corner area 'and then bundled with fixed members to assemble the assembly construction is quite simple and fast' and can effectively reduce the shrinkage The space occupied by the lunar support is broken. In the present invention, the creation of the energy dissipation support device is effectively improved by directly clamping the axial center structure with a plurality of L-shaped restraining members, which accurately holds the axial core member at the axial center position of the energy dissipation support device. Forming quality. [Embodiment] In order to understand in detail the technical characteristics of this creation and the practical effects of the household, ??, self-allowed book of the internal Yan Yan: You #, ' ^ ^ ^ ^ zida step by step as shown in the figure For the example, the detailed description is as follows: ^ The steam-burning creative department is a kind of energy-saving supporting device that can be installed and used between 9 buildings or bridges, such as the civil concrete =::! beam and the column. Without particular limitation, as shown in the accompanying drawings, M345093 = there is at least one axial member (10A, 10B, 1 oc, 1 〇D), and a plurality of intervals are abutted against the axial member (1, 8, 10, 1拘, 1〇〇) restraining member (20), and a plurality of fixing members (30A, 30B, 30C) respectively bundled between adjacent restraining members (20); wherein: • the aforementioned axis The member (1〇A, 1〇B, 1〇C) is configured to have an elongated column shape and includes a support shaft portion (彳彳) having a plurality of non-linear side edges, and/or a knife is connected thereto. Two joints (彳2) supporting the two ends of the shaft portion (1彳); the specific embodiment of the shaft fragrant member (10, 1, 〇, 1〇〇) It is to be noted that, as shown in the first to third figures, in the embodiment of the first figure, the axial member (10A) is an elongated column having a cross-shaped cross section, wherein the support shaft portion (1彳) is provided There are four ribs (1彳2) connected by the axial center, and each of the ribs (1]2) has a concave edge (1 1 4) to form a non-linear side edge, and Forming a corner region of a right angle between adjacent ribs (1 1 2) (] 彳 6), wherein the connector (1 2) is configured to have a plurality of perforations and can be locked to the corresponding beam and column In the embodiment of the second embodiment, the axial member (1〇B) is provided with two elongated concave edges (1 14) at the side edges of each of the ribs (1 12). Forming a non-linear side edge, in the embodiment of the third embodiment, the axial core member (彳〇c) is formed with an elongated concave edge (1Ί4) formed on each of the side edges of the two ribs (11 2) The non-linear side edges, and the side edges of the other two ribs (彳彳2) are recessed with two elongated concave edges (1 1 4) to form a non-linear side edge; as shown in the fourth to seventh figures As shown, the aforementioned constraints (2〇) corresponds to each of the corner regions (116) of the axial members (10A, 10B, 10C), and the restraining member (20) as shown in the figure is an elongated member having an l-shaped cross section. The corner portion of the restraining member (20) forms a support portion (21) located at the corner portion (116) of the shaft member M345093 (1), with the support portion (21) abutting The axial member (Jihu, 1QC) abuts the plate surface of the rib (112) of the corner region (116), and the extended end side (22) of each restraining member (2q) protrudes from the axial member ( 1 〇A,] 〇B i 〇c) The side edge of the rib (1)2). As shown in the fourth to seventh figures, the aforementioned fixing members (30A, 30B, 30C) are fixed to the adjacent extending end sides (22) of the opposing L-shaped restraining members (2) by means of bonding means. In the manner of welding or screwing, the adjacent extended end side (22) of the adjacent restraining member (20) is formed into a bundle connection; in the embodiment of the fourth figure, the (four) fixed member (continued) is set to - a plate (31) fixed to the adjacent extended end side (22) by welding or screwing, whereby the four l-shaped restraining members (20) and the four fixing members (3〇A) are joined to form a bundle of the axis a bundle structure of the member (10A) to prevent the axial member (1〇A) from being frustrated when subjected to pressure; in the embodiment of the fifth embodiment, the fixing member (3〇B) is set to a section a T-shaped elongated member and comprising a plate (31) and an insert (32) vertically connected to the center line of the plate (31), the insert (32) being inserted and screwed Or a bad joint is fixed between the adjacent extended end sides (22) of the adjacent restraining members (2) to form a bundle structure surrounding the axial member (1A); In the solid yoke example of the figure, two different types of fixing members (3〇A, 3〇c) are provided, including two fixing members (3〇a) on the opposite sides and including a plate (31), and The other two fixed members (3〇c) on the opposite side, the fixing member (30C) is set as a solid material (32), (4) embedded solid material (32) money and screwed or welded to the adjacent M345093' between the adjacent extended end sides (22) of the restraining member (2〇) is used to form a bundle of the axial core members by using four L-shaped restraining members (2〇) and two sets of fixing members (30A, 30C) a bundle structure of 彳〇B); in the embodiment of the seventh diagram, two different types of fixing members (30B, 30C) are provided, including two butyl fixing members (30B) on opposite sides, and The other two fixing members (3〇c) on the opposite side are connected by four L-shaped restraining members (20) and two sets of fixing members (3〇B, 3〇c) to form a bundle of the axial members (10C) The surrounding structure of the surrounding member; the fixing member (30B, 30C) is oriented toward the axial member (10A, 10B, 10). 2) The side edge can be set to a straight shape or to match the corresponding concave edge (1) 4) to form a convex portion (four) linear shape various forms, and the present invention does not impose any specific limitation as long as the adjacent two restraining members can be 20) The extended end side (22) provided may be bundled and combined. In the embodiment shown in the eighth and ninth drawings, the present invention is provided with a connecting member (4.) having an elongated plate shape and located at an intermediate position, and the two sections are substantially τ-shaped and are respectively located on the connecting member. , the lower side of the core member ( ::: not attached to each of the axial members (the corner area (1) 6 of the set of L" members (20), and four separate solid:: (2〇) adjacent (4) The fixed-structured two-connecting member (4Q) on the end side may be a single-layer plate or a two-layer or more two-member joint member (40) as shown in the figure: the material member has a plurality of non-wire members ; respectively connected to the Φ 挎丨 又 又 又 又 又 又 卩 卩 卩 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 The side edges of each of the concave plates (1) 2) 'in each rib. There is also an elongated concave edge (114), and between 9 M345093 adjacent ribs (1 12) form a right angle shape of the corner area (1 16 The restraining member (20) is abutting against a corner portion (1 16) of the corresponding axial member (10D) with the support portion (21) at the corner portion, and each restraining member (2) The extended end side (22) of 0) protrudes from the side edge of the corresponding rib (彳12); the uranium fixed member (30A) comprises an elongated plate (31) fixed to the adjacent adjacent The restraining member (20) is provided with an adjacent extending end side (22), whereby the restraining structure is formed by the respective restraining members (20) and the respective fixing members (30A). In the embodiment of the tenth embodiment, There are two different types of fixing members (30A, 30C), including two flat fixing members (30A) on the opposite sides, and four fixing members in the form of embedded solid materials (32) (3〇c The fixing members (30C) are respectively screwed or welded and fixed between the extending end sides (22) of the L-shaped restraining members (2) and the side edges corresponding to the connecting members (40), thereby utilizing the respective restraints The member (20) and the two sets of fixing members (30A, 30C) are coupled to form a surrounding structure of the energy dissipating support device. In the embodiment of the eleventh embodiment, six fixing members in the form of embedded solid materials (32) are provided. (30C), each fixing member (30C) is screwed or welded to the adjacent extended end of the adjacent restraining member (20), respectively Between (22), between the extending end side (22) of the restraining member (20) and the side edge corresponding to the connecting member (4), each restraining member (20) and each fixing member (3〇c) are utilized. The bundle structure forming the energy dissipating support device. In the embodiment of the twelfth embodiment, two different types of fixing members (30B, 30C) are provided, including two D-shaped fixing members on opposite sides ( 30B) 'and four fixing members in the form of embedded solid material (32) (3〇〇 factory allows the embedded fixing members (32) of M345093 fixed members (30B, 30C) to be screwed or welded to adjacent restraining members, respectively. Between the adjacent extended end sides (22) of (20), or between the extended end sides (22) of the restraining members (20) and the side edges corresponding to the quick structural members (4〇), thereby utilizing the respective restraining members ( 20) The two sets of fixing members (3〇B, 3〇c) are connected to form a bundle structure of the energy dissipating support device. The main technical feature of this creation is that a plurality of L-shaped restraining members are used, and (20) is directly clamped to the corners of the corresponding axial members (1 〇8, 1 〇B, 1 〇c, 1 〇D). The region (116) is respectively coupled to the adjacent extended end side (22) or the joint member (40) of the adjacent restraining member (20) by a fixing member (3〇A, 3〇B, 3〇c) Between the corresponding side edges, the energy dissipating support device which is convenient for assembly and construction is effectively formed in a compact structure and volume. The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way. Anyone having ordinary knowledge in the technical field may use the present invention without departing from the scope of the technical solution proposed by the present invention. The equivalent embodiments of the local changes or modifications made by the technical content disclosed in the present invention are not within the scope of the technical solution of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS The first figure is a schematic view of the three-dimensional structure of the first embodiment of the axial member of the present invention. The second drawing is a schematic view of the three-dimensional structure of the second embodiment of the axial member of the present invention. The second drawing is a schematic view of the three-dimensional structure of the third embodiment of the axial member of the present invention. M345093 The fourth figure is a schematic cross-sectional view of the first preferred embodiment of the present invention. Figure 5 is a cross-sectional view showing the structure of a second preferred embodiment of the present invention. Figure 6 is a cross-sectional view showing the structure of a third preferred embodiment of the present invention. Figure 7 is a cross-sectional view showing the structure of a fourth preferred embodiment of the present invention. The eighth figure is a schematic perspective view of the fifth preferred embodiment of the present invention. Figure 9 is a cross-sectional view showing the structure of a fifth preferred embodiment of the present invention. Figure 10 is a cross-sectional view showing the structure of a sixth preferred embodiment of the present invention. 11 is a cross-sectional view showing a structure of a seventh preferred embodiment of the present invention. FIG. 12 is a cross-sectional view showing the structure of the eighth preferred embodiment of the present invention. [Description of main components] (10A, 10B, 10C, 10D) Core member (1 1) support shaft portion (1 12) rib plate (16) corner region (12) joint head (20) restraining member (22) extended end side (1 1 4) concave edge (21) support portion ( 30A, 30B, 30C) Fixing member (31) Plate (32) Inserting material (40) Connecting member (41) Extended end side 12