M303938 捌、新型說明： 【新型所屬之技術領域】 本創作係有關於一種安裝迅速、接合構造簡單與製作品 貝谷易控制、#省圍束構件材料及轴力構件與圍束構件 組裝簡易’將位移型元件與速度形元件組合或混合使 用，同時將抵抗大地震及提供建築舒適度兩種問題一併 解決之速度元件挫屈拘束型韌性支撐。 【先前技術】 習用之挫屈拘束韌性支撐，請同時參閱第丨圖與第2圖，其中 第1圖顯示以鋼管混凝土為圍束構材之習用十字形挫屈拘束 勤症支撐’弟2圖A為第1圖沿A-A斷面之剖面圖，第2圖β為第 1圖沿Β-Β斷面之剖面圖。習用之挫屈拘束韌性支撐係於方形 鋼管12内插通一斷面為十字形的軸力構件u，方形鋼管與轴 力構件之_職耻9或水泥砂填。轴力構件係由鋼 板112、113與114焊接組合减’主要承受轴域重；而混 凝土與鋼管顺朗束構件，用關絲力構件，防止轴力 構件於受壓時發錄屈；此外’軸力構縣域被覆一層滑 動材料8 ’用以防止轴力傳遞至圍束構件。 軸力構件之兩端為接合部分，其邮翼板上具有數個螺拾孔 M303938 7 ’由於圍束構件並未延伸至端部，再加上端部設有數個螺 栓孔’錄力構叙_積減小，為確絲力構件能充分發 揮其韌性並避免端部發生局部破壞，因此轴力構件端部採用 斷面較中間段斷面為大'設計，由於軸力構件之端部斷面較 中間段之斷面為大，故軸力構件端部附近與之混凝土間 φ 須預留壓縮空間91，以防止混凝土受讎而將軸力傳遞至圍 束構件。 根據多年來的研究顯示，此触鋼管混凝土為圍束構件之十 字形挫屈拘絲性支撐，其軸㈣度高、遲騎為與勤性極 佳的力學特性，使其逐·應祕高樓_之賴與制震設 計上。 如前所述，此種以鋼管混凝土為圍束構件之十字形挫屈拘束 _ 勤性支撐，由於其軸力構件端部之斷面形狀與接合螺栓孔配 置之影響，使此種挫屈拘束勤性支撐之兩端與結構主體的接 合方式必須靖接之方式接合，第3圖為這針字形挫屈拘 束勒性支撐安裝於結構上之側視圖。因此，結構主體上與轴 力構件接合之部分亦須同為十字形，除了要在第3圖中的接 合隅板3加焊加勁板10外，還須搭配對接鋼板6，才可完成對 接之工作q s M3 03 93 8 …、，喊雜祕合对雜每—切娜啸量多賴 片之對接输’而且結構主體上與軸力構件接合之部分亦須 同=十字形，增加大量的接頭焊接作業，亦使接合部分變得 相當複雜擁擠；除此之外，在接合傳遞等量軸力的前提之 下’採用對接接合所需之螺栓數量將為採用搭接接合之兩 倍。如此一來，在安裝此種挫屈拘束韌性支撐時，將會非常 費工耗時，作業效率降低，品質亦不易控制。 有鎩於此’過去亦有插接式之挫屈拘束勒性支 撐〔-〕搭接組合式之挫屈拘束動性支撐。以下分兩點說 明： 〔一〕插接式之挫屈拘束韌性支撐 凊參閱第4®與第5圖，第5圖為第姻沿(H：斷面之剖面圖， 係由兩片平行配置之帶狀鋼板13構成軸力構件，端部備有數 個接合螺栓孔7 ’插通於一方鋼管12與混凝土9構成之圍束構 件中，用以圍束軸力構件，防止軸力構件於受麗時發生挫 屈；此外，兩片平行配置之帶狀鋼板表面並被覆一層滑動材 料8，用以防止軸力傳遞至圍束構件。 請同時參閱第6圖與第7圖，雖然這種插接式之韌性支撐減少 了螺栓4的使用量與對接鋼板的使用，但是這種插接式挫屈 M303938 拘束勒性支撐的斷面配㈣由兩片雜鋼板13明定之平 订間距插通於-鋼管12舆混凝土9構成之圍束構件中，使結 構主體與其接合處之接合隅板3厚度必須遷就於朗定之平 行間距’又於紅混凝土時圍束構件内兩片帶狀鋼板間的間 距不易粒、林緒雛精鼓，而且此種插接式接合的 安裝具有方向性，若兩牌狀输__定位不良，且支 撐之長度大於縣姐高’錢絲之效轉低，甚至無法 插接安裝。 〔二〕搭接組合式之挫屈拘束韌性支擇 請參閱，細、第9圖A為第8圖沿A_A斷面之剖面，第_ 為第8_4_之勤’細_f狀搭接組合式之 挫屈拘束祕支撐錄於構架上之立_，係由各自獨立構 成的一對轴力構件與一對圍束構件，其中軸力構件為T形具 有單對稱性質_之長條狀構件，又轴力構件的端部斷面較 +間段斷㈣大，誕棚賴制，並域、轉主體採用 搭接之方式接合；圍束構件包括有純鋼造之圍束聲件與習用 之鋼管混凝土齡#，績錄力獅於錢力時發生挫 屈。 S用之速度3170件包括目感黏彈性元件、液態黏彈性元件及 M3 03 93 8 液態黏滯性元件，包括迫使液體穿越小孔可引致純黏滯行為 的油、高阻泥橡膠、橡膠、矽膠、瀝青、黏彈性聚合物、黏 彈性液體或氮氣。 然而上述將軸力構件插通於圍束構件，於設計此種挫屈拘束 勃性支撐時會提高地震力作用時建築之加速度，無法提高於 地震時建築之舒適度，而一般速度元件對中小震度地震有較 明顯的阻尼作用，但對於強烈地震，受限於速度元件之材料 效能，並無法大幅度降低1地震下結構位移，而位移元件不論 在任何地震下均有其明顯降低結;^位移作用但提高結構加 速度’因此速度元件挫屈拘束型韌性支撐不僅保有習用搭接 組合式挫屈拘束韌性支撑之優良力學性質，同時兼具有單一 或多個速度形元件放置或插通於一組面束構件内，解決速度 與位移元件分開放置的空間浪費問題，並且施工安裝迅速簡 便與製作品質容易控制等的優點；可以在中小型地震提供舒 適性，在大地震提供安全性亦將習用十字形挫屈拘束韌性支 撐、插接式韌性支撐、搭接組合式挫屈拘束韌性支撐及速度 型元件韌性支撐兩種不同型態之斜撐以並聯方式搭配使 用，可同時將抗大地震及提供建築舒適度兩種課題一並解 / 決0 11 M3 03 93 8 【新型内容】 本創作之目的在於解決上述之問題而提出一種速度元 件挫屈拘束錄性支撐，包括有單—、_或多_束= 或兩開Π狀構相連接構件組合成的—_束構件，及各自 獨立構成的一對軸力構件與一組圍束構件及單一或多個逮 度形疋件與帶狀型爐組合而成的—組速度雜力構件放 置或插通於-_束構伽，並且與結構主體搭接或對 接之方式接合，其中-組軸力構件為具有單對雛質斷面之 長條狀或T形續件，其軸力構件的端部斷面較中間段斷面 為大’另-組帶狀型她組合喊的—組速度_力構件， 並與結構主縣麟接紐接之方式接合；單-、兩個或多 _束構件為鋼管混凝土，賴口狀構件為關π形槽鋼、 半圓管、角鋼及混凝土。一組圍束構件包括有純鋼造之鋼 管、雙C、匚、曲形圍束構件。連接構件為連接兩開口狀或 連接兩開口狀構件及一組圍束構件之角鐵、螺栓、鋼板及直 接以知接連接，長條狀構件為純鋼包括鋼板、鋼棒、鋼管或 c、匚、曲型槽鋼。速度型元件包括固態黏彈性元件、液態 黏彈性元件與液態黏滯性元件包括迫使液體穿越過小孔可 引致純黏滯行為之油或高阻尼橡膠、鋼板、彈簧、氮氣、橡 12 M3 03 93 8 膠、梦膠、瀝青、黏彈性聚合物、黏彈性液體。與習用之圍 束構件、混凝土構件及連接構件等組合，以防止軸力構件於 受壓力時發生挫屈。 本創作之速度元件挫屈拘束型勃性支禮不僅保有習用 搭接組合式挫屈拘束韌性支撐之優良力學性質，同時兼具有 單一或多個速度形元件放置或插通於一組圍束構件内，解決 設計及施工問題、施工安裝迅速簡便與製作品質容易控制等 的特質；亦將習用十字形挫屈拘束韌性支撐、插接式韌性支 撐、搭接組合式挫屈拘束韌性支撐及速度型元件韌性支撐兩 種不同型態之斜撐以並聯及串聯方式搭配使用，同時將抗大 地震及提供建築舒適度兩種課題一並解決。 為使本創作之上述目的、特性與優點能更淺顯易懂，以 下特別舉出本創作之較佳實施範例，同時配合所附圖式加以 詳細說明。 【實施方式】 請同時參閱第11圖、第12圖、第13圖、第14圖、第15圖、 第16圖、第17圖、第18圖與第19圖為與結構體接合部分之組 合方式採對接與搭接及對接、搭接組合之縱斷剖面圖。 請同時參閱第20圖、第21圖、第22圖與第23圖，用以說明本 13 M303938 創作之第一實施例，其中第21圖A為本創作之第一實施例之侧 視圖’第21圖B為本創作之第一實施例之平面圖，第22圖A 為第21圖A沿A-A之剖面圖，22圖B為第21圖A沿B-B之 剖面圖’第2〇圖為本實施例安裝於構架上之立面圖，第23圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱C型管方管及一組方管，其中軸 力構件16分別係由一帶狀鋼板161與162焊接組合而成一組τ 字形斷面；速度型元件31與一帶狀鋼板161組合而成一組速度 型轴力構件，並將對稱之軸力構件放置於對稱之c型槽鋼工列 内而速度型轴力構件放至於方管内，速度型元件31與圍束構件 必須脫開，將對稱c形槽鋼19與方管191以接合構件18連結， C形槽鋼19與方管191與軸力構件間16的空隙則以混凝土 9或 水泥々漿填充，並以接合構件與螺栓4進行接合，對接處以 接合材料22貼附以利圍束構材密接，構成一組圍束構件，用以 圍束轴力構件，避免轴力構件於受壓時發生挫屈，同時轴力構件 表面須被覆-騎動材料8，用麟止轴力傳遞簡束構件，對 稱之軸力構件之端部斷面較中間段之斷面為大，單一軸力構件 16與速度型元件31組合之軸力構件之端部_射間段之斷面 相同’對稱之輛力構倾財—雜人合併c賴軸之長條狀 M303938 加勁鋼板162，用以避免端部接合部分發生局部破壞；由於對稱 之軸力構件之端部接合斷面比中間段之斷面大，故軸力構件端部 與圍束之混凝土間須預留壓縮空間91，以防止混凝土受擠壓而 將轴力傳遞至圍束構件。當轴力構件與結構主體完成搭接或對接 之後，二組位移型構件及一組速度型構件須以接合構件18與螺 栓4進行連結，以維持圍束構件之整體穩寒性。 ® 請同時參閱第24圖、第25圖、第26圖與第27圖，用以說明本 創作之第一實施例，其中第25圖A為本創作之第一實施例之侧 視圖’第25圖B為本創作之第一實施例之平面圖，第26圖a 為第25圖A沿A-A之剖面圖，26圖B為第25圖A沿B-B之 剖面圖，第24圖為本實施例安裝於構架上之立面圖，第27圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 鲁 件及一組速度型構件與一組對稱C型方管及對稱固定鋼板23， 其中轴力構件16分別係由一帶狀鋼板161與162焊接組合而成 一對T字形斷面；速度型元件31與一帶狀鋼板161組合而成一 組之速度型軸力構件，並將對稱之位移型轴力構件及速度型軸力 構件放置於對稱之C型槽鋼191内而速度型元件31與園束構件 必須脫開’將帶狀鋼板161與速度型元件31及Η型鋼192組合 成速度型轴力構件插通或放置於C形槽鋼19内再焊接固定鋼版 15 M303938 23後以接合播杜】e wt_____M303938 捌, new description: [New technology field] This creation department is about a quick installation, simple joint structure and easy control of the production of the shell, the province's surrounding material and the assembly of the axial and surrounding components will be ' The displacement element is combined with or combined with the speed-shaped element, and the speed component is restrained and restrained toughness support, which is solved by the two problems of resisting large earthquakes and providing building comfort. [Prior Art] The frustration support of the frustration is limited. Please refer to the figure and figure 2 at the same time. The first picture shows the use of the concrete filled with steel tube as the surrounding material. A is a cross-sectional view taken along line AA of Fig. 1, and Fig. 2 is a cross-sectional view taken along the Β-Β cross section of Fig. 1 . The frustration and restraint of the conventional restraint is attached to the square steel pipe 12 with a cross-shaped axial force member u, a square steel pipe and an axial force member of the _ shame 9 or cement sand filling. The axial force component is welded by the steel plates 112, 113 and 114 to reduce the 'mainly bearing the axle weight; and the concrete and the steel pipe are the bundle members, and the wire-cutting force member is used to prevent the axial force component from being recorded when pressed; The axial force is covered with a layer of sliding material 8' to prevent axial force from being transmitted to the surrounding member. The two ends of the axial force member are joint portions, and the mail wing plate has a plurality of screw-picking holes M303938 7 'Because the surrounding member does not extend to the end portion, and the end portion is provided with a plurality of bolt holes' recording force composition_ The product is reduced, so that the wire member can fully exert its toughness and avoid local damage at the end, so the end of the axial force member is designed to have a larger cross section than the middle section, due to the end section of the axial force member. The section of the intermediate section is larger, so a compression space 91 is required between the end of the axial force member and the concrete φ to prevent the concrete from being transmitted to the surrounding member. According to years of research, this concrete-filled steel tube is a cross-shaped buckling support of the surrounding members, and its axial (four) degree, late riding and excellent mechanical properties make it high. Building _ depends on the shock and shock design. As mentioned above, this type of concrete-filled steel tube is a cross-shaped confinement constraint of the surrounding member _ diligent support, which is restrained by the influence of the cross-sectional shape of the end of the axial force member and the bolt hole arrangement. The joints of the two ends of the diligent support and the structural body must be joined together. Figure 3 is a side view of the needle-shaped frustration restraint mounted on the structure. Therefore, the portion of the structural body that is joined to the axial force member must also be in the shape of a cross. In addition to the welding of the stiffener 10 in the joint raft 3 of Fig. 3, the butt joint steel plate 6 must be used to complete the docking. Work qs M3 03 93 8 ...,, shouting the miscellaneous secrets and miscellaneous - the cut-and-shoulders of the cut-offs and the parts of the structural body and the axial force members must also be the same as the cross-shaped, adding a large number of joints The welding operation also makes the joint part quite complicated and crowded; in addition, under the premise that the joint transmits the same amount of axial force, the number of bolts required for the butt joint will be twice that of the lap joint. As a result, when installing such a setback and restraining the toughness support, it will be very labor-intensive, time-consuming, and the quality is not easy to control. In the past, there has been a plug-in type of frustration and restraint support [-] lap joint combination of frustration and restraint dynamic support. The following two points are explained: [1] Plug-in frustration restraint toughness support 凊 See 4® and 5, Figure 5 is the rim (H: section profile, consisting of two parallel configurations The strip-shaped steel plate 13 constitutes an axial force member, and the end portion is provided with a plurality of joint bolt holes 7' inserted into a surrounding member composed of one steel pipe 12 and concrete 9, for surrounding the axial force member and preventing the axial force member from being subjected to In addition, the two strips of steel strips arranged in parallel are covered with a layer of sliding material 8 to prevent axial force transmission to the surrounding members. Please also refer to Figures 6 and 7, although such inserts The toughness support of the joint reduces the use of the bolt 4 and the use of the butt steel plate, but this plug-in type frustration M303938 is constrained by the section support of the linear support (4) by the flat spacing of the two miscellaneous steel plates 13 - In the bundle member made of 12 舆 concrete 9 of the steel pipe, the thickness of the joint slab 3 of the joint of the structural body and its joint must be moved to the parallel spacing of Langding' and the spacing between the two strips of steel in the surrounding member during the red concrete Not easy to grain, Lin Xu is a fine drum, and The installation of the plug-in joint has directionality. If the two-plate type __ is poorly positioned, and the length of the support is greater than that of the county sister, the money of the money is turned down, and even the plug-in installation is not possible. Please refer to the frustration and restraint of the frustration. Figure 9 is the section of the 8th section along the A_A section. The _ is the 8th___ 勤's _f-like lap joint combination of the frustration and restraint The standing body recorded on the frame is a pair of axial force members and a pair of surrounding members respectively composed of independent axial members, wherein the axial force members are T-shaped strips having a single symmetrical property, and the ends of the axial members are The section of the section is larger than the section of the section (4), and the shed is attached to the shed, and the domain and the main body are joined by lap joint; the bundle member includes the bundle of sound made of pure steel and the concrete-filled concrete age # The lion has suffered a setback in the case of Qianli. The speed of S is 3,170 pieces including visual viscoelastic elements, liquid viscoelastic elements and M3 03 93 8 liquid viscous elements, including forcing liquid through small holes to lead to pure viscous Behavioral oil, high-resistance mud rubber, rubber, silicone, asphalt, viscoelastic polymer, viscoelastic Liquid or nitrogen. However, the above-mentioned axial force member is inserted into the surrounding member, and the design of the buckling restraint will increase the acceleration of the building when the seismic force acts, and cannot improve the comfort of the building during the earthquake. The general velocity component has obvious damping effect on small and medium earthquakes, but for strong earthquakes, it is limited by the material efficiency of the velocity component, and can not greatly reduce the structural displacement under 1 earthquake, and the displacement component has its own under any earthquake. Significantly reduce the knot; ^ displacement effect but improve the structural acceleration' so the velocity element frustration restraint type toughness support not only retains the excellent mechanical properties of the conventional lap joint combined frustration constraint toughness support, but also has a single or multiple velocity-shaped component placement Or inserting into a set of face beam members to solve the problem of space waste placed separately from the speed and displacement components, and the advantages of quick and easy construction and easy to control the production quality; can provide comfort in small and medium earthquakes, and provide in large earthquakes. Safety will also use cruciform contusion to restrain the toughness support, plug-in tough support, Combined with the combination of frustration restraint and the toughness support of the speed component, the two different types of diagonal braces are used in parallel, which can simultaneously solve the two problems of resisting large earthquakes and providing building comfort. 0 11 M3 03 93 8 [New content] The purpose of this creation is to solve the above problems and propose a speed component restraint support, including single-, _ or multi-beam = or two open-form connection members. - a bundle member, and a pair of independent axial force members and a set of surrounding members and a single or a plurality of hook-shaped members and a belt-shaped furnace are combined Passing the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The section of the section is larger than the section of the middle section, and the combination of the group-speed type _ force component is combined with the structure of the main county lining; single-, two- or more _ bundle The component is made of concrete-filled steel tube, and the slab-shaped member is closed π-shaped channel steel, semi-circular Pipe, angle steel and concrete. A set of surrounding members includes steel tubes made of pure steel, double C, 匚, and curved surrounding members. The connecting member is an angle iron, a bolt, a steel plate and a direct connection of two open-ended or two-opening members and a set of surrounding members, and the long-shaped members are pure steel including steel plates, steel bars, steel pipes or c.匚, curved channel steel. Velocity components include solid viscoelastic components, liquid viscoelastic components, and liquid viscous components including oils or high-damping rubbers, steel plates, springs, nitrogen, and rubber that force liquid to pass through small holes to cause pure viscous behavior. 12 M3 03 93 8 glue, dream gel, asphalt, viscoelastic polymer, viscoelastic liquid. It is combined with conventional surrounding members, concrete members and connecting members to prevent the axial members from frustrating under pressure. The speed component of this creation is restrained and restrained. It not only retains the excellent mechanical properties of the conventional lap joint, but also has one or more speed-shaped components placed or inserted into a group of bundles. In the component, it solves the problems of design and construction problems, quick and easy construction and installation, and easy control of production quality. It also adopts cruciform restraint toughness support, plug-in toughness support, lap joint combined frustration restraint toughness support and speed. The toughness of the type element supports two different types of diagonal braces to be used in parallel and in series, and simultaneously solves the problems of resisting large earthquakes and providing building comfort. In order to make the above objects, features and advantages of the present invention easier to understand, the preferred embodiments of the present invention are specifically described below, and are described in detail in conjunction with the drawings. [Embodiment] Please refer to Fig. 11, Fig. 12, Fig. 13, Fig. 14, Fig. 15, Fig. 16, Fig. 17, Fig. 18, and Fig. 19 as combinations of joints with structures. The method adopts a longitudinal sectional view of the butt joint and the lap joint and the docking and lap joint. Please also refer to FIG. 20, FIG. 21, FIG. 22 and FIG. 23 for explaining the first embodiment of the creation of the 13 M303938, wherein FIG. 21A is a side view of the first embodiment of the present invention. 21B is a plan view of a first embodiment of the present invention, FIG. 22A is a cross-sectional view along line AA of FIG. 21A, and FIG. 22B is a cross-sectional view along line BB of FIG. 21A. An elevational view of an example installed on a frame, and a picture of Figure 23 is a perspective of the creation. The first embodiment of the present invention includes two sets of displacement type members and a set of velocity type members and a set of symmetric C-shaped square tubes and a set of square tubes, wherein the axial force members 16 are respectively made of a strip-shaped steel plate 161 and 162 The welding is combined into a set of τ-shaped sections; the speed type element 31 is combined with a strip steel plate 161 to form a set of velocity type axial force members, and the symmetrical axial force members are placed in the symmetrical c-shaped channel steel column at a speed The axial force member is placed in the square tube, the speed element 31 and the surrounding member must be disengaged, and the symmetric c-shaped channel 19 and the square tube 191 are joined by the joint member 18, the C-shaped channel 19 and the square tube 191 and the axial force The gap between the members 16 is filled with concrete 9 or cement slurry, and is joined with the bolts 4 by the joint members, and the joints are attached with the joint material 22 to facilitate the close connection of the bundle members to form a group of bundle members for surrounding. The beam axial force member prevents the axial force member from frustrating under pressure, and the surface of the axial force member must be covered with the riding material 8 to transmit the bundle member with the axial force, and the end section of the symmetrical axial force member Larger section than the middle section, single axial force member 16 The end of the axial force member of the combination of the speed element 31 is the same as the section of the inter-segment section. The vehicle is symmetrical. The miscellaneous person combines the long strip of the M303938 stiffening steel plate 162 to avoid end joint. Partial local damage occurs; since the end joint section of the symmetrical axial force member is larger than the section of the middle section, a compression space 91 is required between the end of the axial force member and the concrete of the bundle to prevent the concrete from being squeezed. The axial force is transmitted to the surrounding member. After the axial force members are lapped or butted with the structural body, the two sets of displacement members and the set of velocity members are joined by the joint members 18 and the bolts 4 to maintain the overall cold stability of the surround members. ® Please also refer to Fig. 24, Fig. 25, Fig. 26 and Fig. 27 for explaining the first embodiment of the present creation, wherein Fig. 25A is a side view of the first embodiment of the creation '25th Figure B is a plan view of a first embodiment of the creation, Figure 26 is a cross-sectional view along line AA of Figure 25, Figure 26 is a cross-sectional view along line BB of Figure 25, and Figure 24 is an embodiment of the present invention. On the architectural elevation, Figure 27 is a perspective of the creation. The first embodiment of the present invention comprises two sets of displacement type members and a set of speed type members and a set of symmetric C-shaped square tubes and symmetric fixed steel plates 23, wherein the axial force members 16 are respectively composed of a strip-shaped steel plate 161 and 162 welding is combined to form a pair of T-shaped sections; the speed type element 31 is combined with a strip steel plate 161 to form a set of speed type axial force members, and the symmetrical displacement type axial force members and the speed type axial force members are placed in symmetry In the C-shaped channel 191, the velocity element 31 and the beam member must be disengaged. 'The strip steel plate 161 is combined with the velocity element 31 and the Η-shaped steel 192 into a speed type axial force member to be inserted or placed in the C-shaped channel steel. After re-welding the fixed steel plate 15 M303938 23 in 19 to join the broadcast] e wt_____
表面須被覆一層滑動材料8， 用以防止軸力傳遞至圍束構件， 稱之軸力構件之端精面較t驗之_為大，單-轴力構件 16與速度型元件31組合之轴力構狀端部斷面與中間段之斷面 相同，對歡轴力齡麟有—雜人讀c __之長條狀 加勁鋼板162，用以避免端部接合部分發生局部破壞；由於對稱 之軸力構件之端部接合斷面比中間段之斷面大，故轴力構件端部 與圍束之混凝土間須預留壓縮空間91，以防止混凝土受擠壓而 將軸力傳遞至圍束構件。當轴力構件與結構主體完成搭接或對接 之後’二組位移型構件及一組速度型構件須以接合構件18與螺 栓4進行連結而速度型轴力構件放置或插通於二組圍束構件 内，以維持圍束構件之整體穩定性。The surface shall be covered with a sliding material 8 to prevent the axial force from being transmitted to the surrounding member. The end surface of the axial force member is said to be larger than the t-test, and the single-axis force member 16 is combined with the speed element 31. The end section of the force structure is the same as the section of the middle section, and the strip-shaped stiffened steel plate 162 of the c-axis is used to avoid local damage of the end joint portion; The end joint section of the axial force member is larger than the section of the middle section, so a compression space 91 is required between the end of the axial force member and the concrete of the bundle to prevent the concrete from being squeezed to transmit the axial force to the circumference. Beam member. After the axial force member and the structural body are overlapped or butted, the two sets of displacement type members and the set of speed type members are to be joined by the joint member 18 and the bolt 4, and the speed type axial force member is placed or inserted into the two sets of bundles. Inside the member to maintain the overall stability of the surrounding member.
請同時參閱第28圖、第29圖、第30圖與第31圖，用以說明本 創作之第一實施例，其中第29圖A為本創作之第一實施例之侧 視圖，第29圖B為本創作之第一實施例之平面圖，第30圖A 16 M303938 為第29圖A沿A-A之剖面圖，30圖B為第29圖A沿B_B之 4面圖，第28圖為本實施例安裝於構架上之立面圖，第31圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱曲型槽鋼及一對鋼版23，其中 軸力構件16分別係由一帶狀鋼板161與162焊接組合而成一對 τ字形斷面，·賴型元件31與一帶狀鋼板161、组合而成一组速 度型軸力構件，並將對稱之軸力構件及速度型轴力構件放置於對 稱之曲型槽鋼21内而速度型元件31與圍束構件必須脫開，將帶 狀鋼板161與速度型元件31 型鋼192組合成速度型抽力構 件插通或放胁曲型购21祕焊接ϋ賴版23後以接合構件 18連結’ C形槽鋼19與速度型元件31及η型鋼192組合之轴 力構件的郎:則職凝土 9或水泥沙_充，並輯合構件18 與螺栓4進雜合，職細接合㈣22貼_糊束構件密 接，構成束構件用_雜力構件，聽轴力構件於受壓 時發生挫屈，_軸力構件表面須被覆-層滑動材料8，用以防 止軸力傳遞闕束構件，龍之軸力構狀端觸雜中間段之 斷面為大I軸力構件16與速度型元件31組舍之轴力構件之 端。P斷面與中間段之斷面相同，對稱之轴力構件並焊有一延伸入 合併c形槽鋼内之長條狀加勁鋼板1ό2，用以避免端部接合部分 17 M303938 發生局部破壞；由於對稱之軸力構件之端部接合斷面比中間段之 斷面大，故軸力構件端部與圍束之混凝土間須預留壓縮空間91， 以防止混凝土受擠壓而將軸力傳遞至圍束構件。當轴力構件與結 構主體完成搭接或對接之後，三關束構件須以接合構件18與 螺栓4進行連結酵-之速度型軸力構件放置或插通於二组圍 束構件内，以維持圍束構件之整體穩定性。 請同時參财32 ®、第33圖 ' 第34贿第35圖，賴說明本 創作之第-實其中第33圖A為本創作之第—實施例之侧 視圖，第33圖B為本創作之第一實施例之平面圖，第圖八 為第33圖A沿A-A之剖面圖，34圖B為第33圖A沿B-B之 剖面圖，第32圖為本實施例安裝於構架上之立面圖，第％圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一圓鋼管，其中軸力攀件16分別係由一 帶狀鋼板161與162焊接組合而成一對τ字形斷面與速度型元件 31與一帶狀鋼板161組合而成一組速度型軸力構件，並將對稱 之軸力構件及速度型轴力構件放置於圓鋼管193内而速度型元 件31與圍束構件必須脫開，圓管193與軸力構件16的空隙則以 混凝土 9或水泥沙漿填充，對接處以接合材料22貼附以利圍束 構件途、接’構成一組菌束構件用以圍束軸力構件，避免軸力構件 18 M303938 於受壓時發生挫屈，同時軸力構件表面纖覆一層滑動材料8， 用以防止軸力傳遞至圍束構件，對稱棉力構件之端部斷面較中 間段之斷面為大，單-軸力構件16與速度型元件31組合之輛力 構件之端部斷面與巾間段之斷面相同，對稱之軸力構件並焊有一 延伸入圓鏑管内之長條狀加勁鋼板162，用以避免端部接合部分 發生局部破壞；由於對稱之轴力構件之端部接合斷面比中間段之 斷面大’故力構件端部與圍束之混凝土間須預留壓縮空間％， 以防止混凝土受擠壓而將軸力傳遞至圍束構件。當轴力構件與結 構主體完成搭接或賴讀，二蝴束構倾轉合構件18與 螺栓4進行連結而單—之速度型軸力構件放置或插通於圍束構 件内，以維持圍束構件之整體穩定性。 明巧時參閱第36圖、第37圖、第38圖與第39圖，用以說明本 創作之第—實施例，其t第37圖A為本創作之第—實施例之侧 視圖，第37 @ B為本創作之第一實施例之平面圖，第％圖a 為第37圖A沿A-A之剖面圖，38圖B為第37圖A沿B-B之 4面圖，第36圖為本實施例安裝於構架上之立面圖，第39圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱C型圓管及η型鋼構件，其申 軸力構件16分別係由一帶狀鋼板161與162焊接組合而成一對 19 M3 03 93 8 T字形斷面；速度型元件31與一帶狀鋼板161組合而成一組速 度型軸力構件，並將對稱之轴力構件及速度型軸力構件放皇於對 稱之圓C型槽鋼25内，速度型元件31與圍束構件須脫開，將帶 狀鋼板161與速度型元件31及Η型鋼192組合成速度型轴力構 件插通或放置於圓C型槽鋼25内以接合構件18連結，對稱圓C 型槽鋼25與軸力構件16的空隙則以混凝土 9或水泥沙漿填充， 並以接合構件18與螺拴4進行接合，對接處以接合材料22貼附 以利圍束構件密接構成一組圍束構件，用以圍束轴力構件，避免 轴力構件於文Μ時發生挫屈’同時轴力構件表面須被覆一層滑動 材料8，用以防止軸力傳遞至圍束構件，對稱之軸力構件之端部 斷面較中間段之斷面為大，單一軸力構件16與速度型元件Μ組 合之轴力構件之端部斷©與中間段之斷面相同，對稱之轴力構件 並焊有-延私合鑛稱c類管内之長硫加购板162，用 以避免端部接合部分發生局部破壞；由於對稱之轴力構件之端部 接合斷面比㈣段之斷面大，故轴力構件端部賴束之混凝土間 須預留壓縮空間91， 組圍束構件須以Please refer to FIG. 28, FIG. 29, FIG. 30 and FIG. 31 for explaining the first embodiment of the present invention, wherein FIG. 29A is a side view of the first embodiment of the creation, and FIG. B is a plan view of the first embodiment of the creation, FIG. 30A A 16 M303938 is a cross-sectional view along AA of FIG. 29A, and FIG. 30B is a four-side view of B-B of FIG. 29A, and FIG. An elevational view of an example installed on a frame, and Figure 31 is a perspective attempt of the creation. The first embodiment of the present invention includes two sets of displacement type members and a set of velocity type members and a set of symmetric curved channel steels and a pair of steel plates 23, wherein the axial force members 16 are respectively made of a strip steel plate 161 and 162 The welding is combined to form a pair of τ-shaped sections, and the sloping element 31 and a strip-shaped steel plate 161 are combined to form a set of velocity type axial force members, and the symmetrical axial force members and the speed type axial force members are placed on the symmetrical curve. In the channel steel 21, the speed element 31 and the surrounding member must be disengaged, and the strip steel plate 161 and the speed type element 31 steel 192 are combined into a speed type suction member to be inserted or the shock type is purchased. After the plate 23, the joint member 18 is used to join the axial force member of the combination of the C-shaped channel steel 19 and the speed type element 31 and the n-type steel 192: the job concrete 9 or the cement sand _ charge, and the assembly member 18 and the bolt 4 into the hybrid, the job is fine (4) 22 stickers _ paste beam members are closely connected to form a bundle member _ hybrid components, the hearing axial force member is frustrated when pressed, the surface of the _ axial force member must be covered - layer sliding material 8, In order to prevent the axial force from transmitting the truss member, the axial force configuration end of the dragon is in contact with the middle section. The section is the end of the axial force member of the large I-axis force member 16 and the speed type member 31. The P section is the same as the section of the middle section. The symmetrical axial force member is welded with a long stiffened steel plate 1ό2 extending into the combined c-shaped channel steel to avoid local damage of the end joint portion 17 M303938; The end joint section of the axial force member is larger than the section of the middle section, so a compression space 91 is required between the end of the axial force member and the concrete of the bundle to prevent the concrete from being squeezed to transmit the axial force to the circumference. Beam member. After the axial force member is lapped or butted with the structural body, the three closing members are placed or inserted into the two sets of the surrounding members by the joint member 18 and the bolt 4 to maintain the velocity-maintenance member. The overall stability of the bundle member. Please also participate in the 32 ®, 33rd map '34th bribe 35th picture, Lai explained the first part of the creation - the 33rd picture A is the side view of the first embodiment of the creation, the 33rd picture B is the creation FIG. 8 is a cross-sectional view along line AA of FIG. 33, FIG. 34B is a cross-sectional view along line BB of FIG. 33A, and FIG. 32 is a façade mounted on the frame of the present embodiment. Figure, the first figure is the perspective of the original attempt. The first embodiment of the present invention comprises two sets of displacement type members and a set of speed type members and a circular steel tube, wherein the axial force climbing members 16 are respectively welded by a strip-shaped steel plate 161 and 162 to form a pair of τ-shaped sections and The speed type element 31 is combined with a strip steel plate 161 to form a set of speed type axial force members, and the symmetrical axial force member and the speed type axial force member are placed in the circular steel pipe 193, and the speed type element 31 and the surrounding member must be off. The gap between the circular tube 193 and the axial force member 16 is filled with concrete 9 or cement mortar, and the joint is adhered by the joint material 22 to facilitate the bundle member, and the pair of cluster members are formed to surround the axial force member. To prevent the axial force member 18 M303938 from frustrating under pressure, and the surface of the axial force member is covered with a sliding material 8 to prevent the axial force from being transmitted to the surrounding member, and the end section of the symmetric cotton force member is more intermediate than the middle section The cross section is large, and the end section of the force member combined with the single-axis force member 16 and the speed type element 31 is the same as the section of the inter-section section, and the symmetrical axial force member is welded with an extension into the round tube. Long strip stiffener 162 In order to avoid local damage at the end joint portion; since the end joint section of the symmetrical axial force member is larger than the section of the middle section, the compression space % must be reserved between the end of the force member and the concrete of the bundle. The axial force is transmitted to the surrounding member to prevent the concrete from being squeezed. When the axial force member and the structural body are overlapped or read, the two-beam tilting and turning member 18 is coupled with the bolt 4, and the single-speed axial force member is placed or inserted into the surrounding member to maintain the circumference. The overall stability of the bundle member. Referring to Figures 36, 37, 38, and 39, in order to illustrate the first embodiment of the present invention, FIG. 37A is a side view of the first embodiment of the present invention. 37 @ B is the plan view of the first embodiment of the creation, the first figure a is a sectional view along the AA of the 37th A, and the 38th is the 4th side of the BB 4 of the 37th drawing A, and the 36th is the present embodiment. An elevational view of an example installed on a frame, and a picture of Figure 39 is a perspective of the creation. The first embodiment of the present invention comprises two sets of displacement type members and a set of velocity type members and a set of symmetric C-shaped round tubes and n-type steel members, and the axial-receiving members 16 are respectively welded by a strip-shaped steel plate 161 and 162. A pair of 19 M3 03 93 8 T-shaped sections are combined; the speed type element 31 and a strip steel plate 161 are combined to form a set of speed type axial force members, and the symmetrical axial force members and the speed type axial force members are placed on the same. In the symmetrical circular C-shaped channel 25, the velocity element 31 and the surrounding member are to be disengaged, and the strip-shaped steel plate 161 is combined with the velocity element 31 and the Η-shaped steel 192 into a speed-type axial force member to be inserted or placed in a circle C. The grooved steel 25 is joined by the joint member 18, and the gap between the symmetrical circular C-shaped channel 25 and the axial force member 16 is filled with concrete 9 or cement mortar, and joined by the joint member 18 and the bolt 4, and the joint is joined by the joint material. 22 is attached to form a set of surrounding members in close contact with the bundle member to surround the axial force member to prevent the axial force member from frustrating at the time of the text. The surface of the axial force member is coated with a sliding material 8 for Prevent axial force from being transmitted to the surrounding member, symmetrical The end section of the force member is larger than the section of the middle section, and the end of the axial force member of the single axial force member 16 and the speed type element is the same as the section of the intermediate section, and the symmetrical axial force component is Welded-extended private ore is called long sulfur in the c-type pipe to purchase the plate 162, in order to avoid local damage at the end joint portion; since the end joint section of the symmetrical axial force member is larger than the section of the (four) section, The compression space 91 shall be reserved between the concrete beams at the ends of the axial force members, and the group surrounding members shall be
插通於二組圍束構件内， 顧·、社旧卜以防止混凝土受擠壓而將軸力傳遞至圍束 構件。當轴力構倾輯域完祕狀後，二關束構件須以 進行連結岭-之奴難力構件放置或 丨’以維持圍束構件之整體穩定性。 20 M3 03 93 8 請同時參閱第40圖、第41圖、第42圖與第43圖，用以說明本 創作之第一實施例，其中第41圖A為本創作之第一實施例之侧 視圖，第41圖B為本創作之第一實施例之平面圖，第42圖A 為第41圖A沿A-A之剖面圖，42圖B為第41圖A沿B-B之 剖面圖，第40圖為本實施例安裝於構架上之立面圖，第43圖為 ^ 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱曲型圓管211及Η型鋼192，其 t軸力構件16分別係由一帶狀鋼板161與162焊接組合而成一 對T字形斷面；速度型元件31與一帶狀鋼板161組合而成一組 速度型軸力構件，並將對稱之轴力構件及速度型軸力構件放皇於 對稱之曲型圓管211内而速度型元件31與圍束構件須脫開，將 帶狀鋼板161與速度型元件31及Η型鋼192組合成速度型軸力 # 構件插通或放置於曲型圓管211内以接合構件18連結，曲型圓 管211、軸力構件16與速度型元件31及Η型鋼192組合<轴力 構件16間的空隙則以混凝土 9或水泥沙漿填充，並以接合構件 18與螺栓4進行接合，對接處以接合材料22貼附以利圍束構件 密接，構成一組圍束構件用以圍束轴力構件，避免軸力構件於受 壓時發生挫屈，同時軸力構件表面須被覆一層滑動材料8，用以 防止轴力傳遞至®束構件’對稱之轴力構件之端部斷面較中間段 21 M303938 之斷面為大令軸力構件1ό舆速賴秘岭之轴力構件 之端部斷面射之斷面_，對稱之軸力構件並焊有一延伸 入合併c形槽鋼内之長條狀加勁鋼板162，用以避免端部接合部 分發生局部魏讀力齡之端雜麵面比中間段 之斷面大’故轴力構件端部與圍束之混凝土間須預留壓縮空間 _ 91 ’筛止驗土受擠壓轉ΙΦ力舰至_束構件。當轴力構件 與結構主體完成搭接或對接之後，三組圍束構件須以接合構件 18與螺拴4進行連結，以維持圍束構件之整體穩定性。 請同時參Μ 44 ®、第45圖、第46圖鄕47圖，用以說明本 創作之第-實施例，其中第45圖Α為本創作之第—實施例之侧 視圖，第45圖B為本創作之第一實施例之平面圖，第恥圖a 為第45圖A沿A-A之剖面圖，46圖B為第45圖A沿B-B之 • 剖面圖，第44圖為本實施例安裝於構架上之立面圖，第47圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱曲型圓管211及η型鋼192，其 中軸力構件16分別係由一帶狀鋼板161离162焊接組合而成一 對Τ字形斷面；速度型元件31與一帶狀鋼板161組合而成一組 之速度型轴力構件’並將對稱之轴力構件及速度型軸力構件放置 於對稱之曲型圓管211内，速度型元件31與圍束構件須脫開， 22 M303938 將帶狀鋼板161與速度型元件31及H型鋼192組合成速度型轴 力構件插通或放置於曲型圓管211内以接合構件18連結，曲型 圓管211與Η型鋼192與軸力構件16間的空隙則以混凝土 9或 水泥沙漿填充，並以接合構件18與螺栓4進行接合，對接處以 接合材料22貼附以利圍束構件密接，構成一组圍束構件用以圍 束軸力構件’避錄力齡於錢時牡麵，瞒轴力構件表 面須被覆-層滑動材料8，肋防止軸力傳遞至圍束構件，對稱 之轴力構件之端戰面較㈣段之斷面社，單_轴力構件Μ 與速度型元件31組合之軸力構叙端崎面射臟之斷面相 同，對稱之軸力構件並焊有—延伸入合併曲型圓管2ιι内之長條 狀加勁鋼板162，肋避免端部接合部分發生騎破壞；由於對 稱之轴力構件找雜合斷_巾之細大，故軸力構件端 糊束微塊晴她W，喻驗土受擠壓 而將轴力傳遞關束齡。當軸力構件無構主體絲搭接或對 接之後，三組圍束構件須以接合構_與㈣進行連結，以 維持圍束構件之整體穩定性。 請同時參閱第48圖、第49圖 _之第__，^_ 第51圖，_明本 視圖，第㈣ 為本創作之第一實施例之侧 視圖，W輪㈣—軸 23 M303938 為第49圖a沿A-Λ之剖面圖，50圖B為第49圖A沿B-B之 剖面圖’第48圖為本實施例安裝於構架上之立面圖，第51圖為 本創作之透视試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組對稱C型槽鋼及方管191，其中轴力 構件16分別係由一帶狀鋼板161與162焊接組合而成一對丁字 形斷面；速度型元件31與一帶狀鋼板161組合而成一組速度型 轴力構件’並將對稱之轴力構件及速度型軸力構件放置於對稱c 型槽鋼19内而速度型元件31與圍束構件須脫開，將帶狀鋼板 161與速度型元件31及H型鋼192組合成速度型轴力構件插通 或放置於C型槽鋼19内以接合構件18連結，對稱C型槽鋼19 與方管191與軸力構件16間的空隙則以各二組方管ι91密接， 並以固定鋼板24或接合構件18接合，對接處以接合材料22貼 附以利圍束構件密接，構成一組園束構件，用以圍束轴力構件， 避免轴力構件於受壓時發生挫屈，同時軸力構件表面須被覆一層 滑動材料8 ’用以防止軸力傳遞至圍束構件，對稱之轴力構件之 端部斷面較中間段之斷面為大，單一軸力構件16與速度型元件 31組合之速度型轴力構件之端部斷面與中間段之斷面相同，對 稱之軸力構件並焊有一延伸入合併C形槽鋼19、方管191内之 長條狀加勁鋼板162，用以避免端部接合部分發生局部破壞；由 24 M303938 於對稱之軸力構件之端部接合斷面比中間段之斷面大，故轴力構 件端部與圍束之混凝土間須預留壓縮空間91，以防止混凝土受 賴嘯㈣傳遞闕束齡。#轴力構件與、轉域完成搭接 或對接之後，三組圍束構件須以接合構件18與螺检4及固定鋼 板23進行連結，以維持圍束構件之整體穩定性。 鲁 請同時參閱第52圖、第53圖、第54圖與第55圖，用以說明本 創作之第-實施例’其中第53圖A為本創作之第一實施例之侧 視圖，第53圖B為本創作之第一實施例之平面圖，第54圖a 為第53圖A沿A-A之剖面圖，54圖B為第53圖A沿B-B之 剖面圖’第52圖為本實施例安裝於構架上之立面圖，第％圖為 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一對菱C形圍束構件及一方管圍束構件 Φ 與一帶狀鋼板161組合而成一组速度型_力構件，其中轴力構件 16分別係由一帶狀鋼板161與162焊接組合而成τ字形斷面； 將速度型元件31與一帶狀鋼板161组合而成二組速度型軸力構 件，並將對稱之轴力構件及速度型轴力構件放置於對稱菱C形糟 鋼28内而速度型元件31與圍束構件須脫開，將帶狀鋼板ι61與 速度型元件31及Η型鋼192組合成速度型轴力構件插通或放置 於菱C形槽鋼28内以接合構件18連結，菱C形槽鋼28與方管 25 M303938 191舆軸力構件16間的空隙則以混凝土 9或水泥沙漿填充，並 以接合構件18與螺栓4進行接合，對接處以接合材料22貼附以 利圍束構件密接，構成一組圍束構件，用以圍束軸力構件，避免 軸力構件於受壓時發生挫屈，同時軸力構件表面須被覆一層滑動 材料8，用以防止軸力傳遞至圍束構件，對稱之軸力構件之端部 斷面較中間段之斷面為大，單一軸力構件16與速度型元件31組 合之轴力構件之端部斷面與中間段之斷面相同，對稱之轴力構件 並焊有一延伸入合併對稱菱C形槽鋼内之長條狀加勁銅板， 用以避免端部接合部分發生局部破壞；由於對稱之軸力構件之端 部接合斷面比中間段之斷面大，故轴力構件端部與圍束之混凝土 間須預留壓縮空間91，以p方止混凝土受擠壓而將軸力傳遞至圍 束構件。當轴力構件與結構主體完成搭接或對接之後，三組圍束 構件須以接合構件18與螺栓4進行連結，以維持圍束構件之整 體穩定性。 請同時參閱第56圖、第57圖、第58圖與第59圖，用以說明本 創作之第一實施例，其中第57圖A為本創作之第一實施例之側 視圖，第57圖B為本創作之第一實施例之平面圖，第5S圖a 為第57圖A沿A-A之剖面圖，58圖b為第57圖a沿B_B之 剖面圖，第56圖為本實施例安裝於構架上之立面圖，第的圖為 26 M303938 本創作之透視試意圖。本創作之第一實施例包括有二組位移型構 件及一組速度型構件與一組曲型槽鋼構件及一方管圍束構件，其 中軸力構件16分別係由一帶狀鋼板161與162焊接組合而成τ 字形斷面；速度型元件31與一帶狀鋼板161組合而成一組速度 型軸力構件，並將對稱之軸力構件放置於對稱的曲型槽鋼3〇 内，並將對稱之軸力構件及速度型轴力構件放置於曲型槽鋼21 内而速度型元件31與圍束構件須脫開，將帶狀鋼板161與速度 型元件31及Η型鋼192組合成速度型軸力構件插通或放置於曲 型槽鋼21内以接合構件μ連結，曲型槽鋼21與方管I%與軸 力構件16間的空隙則以混凝土 9或水泥沙漿填充，並以接合構 件18與螺栓4進行接合，對接處以接合材料22貼附以利圍束構 件密接，構成一紅圍束構件，用以圍束轴力構件避免轴力構件於 受壓時發生挫屈，同時軸力構件表面須被覆一層滑動材料8，用 以防止軸力傳遞至圍束構件，對稱之轴力構件之端部斷面較中間 段之斷Μ大，單力齡16與速度航件31組合<轴力構 件之端部斷面與中間段之斷面相同，對稱之轴力構件並焊有一延 伸入合併曲型槽鋼内之長條狀加勁鋼板162，用以避免端部接合 部分發生局部破壞；由於對稱之、鱗件之端部接合斷面比中間 段之斷面大，故軸力構件端部麵束之駿土_翻壓縮空間 27 M303938 9i ’以防止混凝土受麵而將輕力傳遞至圍束構件。當軸力構件 與結構主體完成搭接或對接之後，三組圍束構件須以接合構件 18與螺栓4進行連結，以維細束構件之整體穩定性。 喷參閱第60圖，用以說明本創作各實施例之速度型元件，包 括活塞311，油、高阻尼橡膠、橡膠、矽膠、瀝青、黏彈性聚合物、 黏彈性液體、矽油或氮氣312，汽缸313，油壓室、氣壓室314，支 撐315，以油壓室、氣壓室315與活塞311及支撐315組合成迫使液 體於油壓室、氣壓室314穿越過活塞311引致純黏滯行為之元件。 總而言之，本創作之速度元件挫屈拘束型韌性支撐不僅保有習用 搭接組合式挫屈拘束韌性支撐之優良力學性質，同時兼具有單一或多 個速度形元件放置或插通於一組圍束構件内，解決設計及施工問題、 施工安裝迅速簡便與製作品質容易控制等的特質；亦將習用十字形挫 屈拘束韌性支撐、插接式韌性支撐、搭接組合式挫屈拘束韌性支撐及 速度型元件韌性支撐兩種不同型態之斜樓以並聯或串聯方式搭配使 用，同時將抗大地震及择供建築舒適度兩種課題一並解決。 雖然本創作已以較佳實施範例揭露如上，然其並非用以限定本創 作，任何熟習此項技藝者，在不脫離本創作之精神與範圍内，當可作 些許之更動與潤飾，因此本創作之保護範圍常視後附之申請專利範圍 所界定者為準 28 M3 03 93 8 【圖式簡單說明】 第1醜示以鋼管混凝土為圍束構材之習用十字形挫屈拘束勒 性支撐； 第2圖A為第1圖沿A — A的剖面圖，· 第2圖B為第1圖沿的剖面圖； 第3圖為習狀十字形挫簡束祕讀安裝於構架上之立面 第4圖顯示習用之插接式挫屈拘束韌性支撐； 第5圖為第4圖沿C一C的剖面圖； 第6圖為㈣之鋪式_拘絲性支撐絲於_上之立面 圖； 第7圖為第6圖中接合部分之縱斷剖面圖； 第8圖A為習用之實施例之侧視圖； 第8圖B為習用之實施例之平面圖，· 圖A為第8圖A沿A — A的剖面圖； 圖®為第8圖A沿B — B的剖面圖； 第1〇圖為琴用之實施例安裝於構架上之立面圖； 第11圖至第19圖為接合部分之縱斷剖面圖； 0圖為本創作之第一實施例安裝於構架上之立面圖； 29 M303938 第21圖A為本創作之第二實施例之側視圖； 第21圖B為本創作之第二實施例之平面圖； 第22圖A為第21圖A沿A — A的刮面圖； 第22圖B為第21圖A沿B-B的剖面圖； 第23圖為本創作之透視示意圖； 第24圖為本創作之第一實施例安裝於構架上之立面圖； ^ 第25圖A為本創作之第二實施例之侧視圖； 第25圖B為本創作之第二實施例之平面圖； 第26圖A為第25圖A沿A-A的剖面圖； 第26圖B為第25圖A沿B — B的剖面圖； 第27圖為本創作之透視示意圖； 第28圖為本創作之第一實施例安裝於構架上之立面圖； # 第29圖A為本創作之第二實施例之侧視圖； 第29圖B為本創作之第二實施例之平面圖； 第30圖A為第29圖A沿A-A的剖面圖； 第30圖B為第29圖A沿B — B的剖面圖； 第31圖為本創作之透視示意圖； 第32圖為本創作之第一實施例安裝於構架上之立面圖； 第33圖A為本創作之第二實施例之侧視圖； 30 M303938 第33圖B為本創作之第二實施例之平面圖； 第34圖A為第33圖A沿A — A的剖面圖； 第34圖B為第33圖A沿B — B的剖面圖； 第35圖為本創作之透視示意圖； 第36圖為本創作之第一實施例安裝於構架上之立面圖； 第37圖A為本創作之第二實施例之侧視圖； ® 第37圖B為本創作之第二實施例之平面圖； 第38圖A為第37圖A沿A-A的剖面圖； 第38圖B為第37圖A沿B-B的剖面圖； 第39圖為本創作之透視示意圖； 第40圖為本創作之第一實施例安裝於構架上之立面圖； 第41圖A為本創作之第二實施例之側視圖； # 第41圖B為本創作之第二實施例之平面圖； 第42圖A為第41圖A沿A — A的剖面圖； 第42圖B為第41圖A沿B-B的剖面圖； 第43圖為本創作之透視示意圖； 第44圖為本創作之第一實施例安裝於構架上之立面圖； 第45圖A為本創作之第二實施例之侧視圖； 第45圖B為本創作之第二實施例之平面圖； 31 M303938 第46圖A為第45圖A沿A-A的剖面圖； 第46圖B為第45圖A沿B-B的剖面圖； 第47圖為本創作之透視示意圖； 第48圖為本創作之第一實施例安裝於構架上之立面圖； 第49圖A為本創作之第二實施例之側視圖； 第49圖B為本創作之第二實施例之平面圖； ® 第50圖A為第49圖A沿A-A的剖面圖； 第50圖B為第49圖A沿B-B的剖面圖； 第51圖為本創作之透視示意圖； 第52圖為本創作之第一實施例安裝於構架上之立面圖； 第53圖A為本創作之第二實施例之侧視圖； 第53圖B為本創作之第二實施例之平面圖； # 第54圖A為第53圖A沿A-A的剖面圖； 第54圖B為第53圖A沿B - B的剖面圖； 第55圖為本創作之透視示意圖； 第56圖為本創作之第一實施例安裝於構架上之立面圖； 第57圖A為本創作之第二實施例之侧視圖； 第57圖B為本創作之第二實施例之平面圖； 第58圖A為第57圖A沿A — A的剖面圖； 32 M3 03 93 8 第58圖B為第57圖A沿B-B的剖面圖 第59圖為本創作之透視示意圖； 第60圖為本創作速度元件31之剖面示意圖 標號說明： 1柱 2梁 3 接合隅板（gusset plate ) 4螺栓 5加勁鋼板 6 對接鋼板（butt joint plate ) 7接合用螺栓孔 8滑動材料 9混凝土 91預留壓縮空間 10接合加勁鋼板 11十字形之軸力構件 112鋼板 113鋼板 114鋼板 12方鋼管 13帶狀鋼板之轴力構件 14矩形鋼管 15帶狀連結鋼板Inserted into the two sets of the surrounding members, Gu, She, to prevent the concrete from being squeezed to transmit the axial force to the surrounding members. After the axial force is configured to complete the secret, the two closing members are required to be placed or 丨' to connect the ridges to maintain the overall stability of the surrounding members. 20 M3 03 93 8 Please also refer to Fig. 40, Fig. 41, Fig. 42 and Fig. 43 for explaining the first embodiment of the creation, wherein Fig. 41A is the side of the first embodiment of the creation Fig. 41B is a plan view of the first embodiment of the creation, Fig. 42A is a sectional view taken along line AA of Fig. 41A, and Fig. 42 is a sectional view taken along line BB of Fig. 41A, Fig. 40 is a view This embodiment is installed on the elevation of the frame, and Figure 43 is a perspective of the original creation. The first embodiment of the present invention includes two sets of displacement type members and a set of velocity type members and a set of symmetric curved round tubes 211 and Η-shaped steel members 192, and the t-axis force members 16 are respectively made of a strip-shaped steel plate 161 and 162. The welding is combined to form a pair of T-shaped sections; the speed type element 31 is combined with a strip steel plate 161 to form a set of speed type axial force members, and the symmetrical axial force members and the speed type axial force members are placed in a symmetrical curved shape. In the circular tube 211, the speed type element 31 and the surrounding member are to be disengaged, and the strip steel plate 161 and the speed type element 31 and the Η type steel 192 are combined into a speed type axial force. The member is inserted or placed in the curved round tube 211. The joint member 18 is joined, and the curved circular tube 211, the axial force member 16 and the speed type element 31 and the Η-shaped steel 192 are combined. The gap between the axial force members 16 is filled with concrete 9 or cement mortar, and the joint member 18 is used. The bolts 4 are engaged, and the joints are adhered by the joint material 22 to facilitate the close connection of the bundle members, and a set of the bundle members are used to surround the axial force members to prevent the axial force members from frustrating under pressure, and the surface of the axial force members Must be covered with a layer of sliding material 8 for The axial force transmitted to the beam member is symmetrical. The end section of the axial force member is larger than the middle section 21 M303938. The axial force member 1 is the end section of the axial force member. Section _, the symmetrical axial force member is welded with a long strip-shaped stiffened steel plate 162 extending into the combined c-shaped channel steel to avoid the section of the end-faced surface of the end joint portion of the end joint portion A large amount of compression space must be reserved between the end of the axial force member and the concrete of the bundle. _ 91 'Screening the soil to be crushed and transferred to the _ beam member. After the axial force members are overlapped or butted with the structural body, the three sets of the surrounding members are coupled with the threaded members 4 to maintain the overall stability of the surrounding members. Please refer to Fig. 44 ®, Fig. 45, Fig. 46 and Fig. 47 for explaining the first embodiment of the present invention, wherein Fig. 45 is a side view of the first embodiment of the present invention, Fig. 45B A plan view of the first embodiment of the present invention, a shabby view a is a cross-sectional view along AA of FIG. 45A, 46 is a cross-sectional view along the line BB of FIG. 45A, and FIG. 44 is attached to FIG. The elevational view on the structure, Figure 47 is the perspective of the creation. The first embodiment of the present invention comprises two sets of displacement type members and a set of velocity type members and a set of symmetric curved round tubes 211 and n-shaped steel 192, wherein the axial force members 16 are respectively welded by a strip steel plate 161 away from 162 A pair of U-shaped sections are combined; the speed type element 31 is combined with a strip steel plate 161 to form a set of speed type axial force members' and the symmetrical axial force members and the speed type axial force members are placed in a symmetrical curved circle. In the tube 211, the speed type element 31 and the surrounding member are to be disengaged, and 22 M303938 combines the strip steel plate 161 with the speed type element 31 and the H-shaped steel 192 into a speed type axial force member to be inserted or placed in the curved round tube 211. The joint member 18 is joined, and the gap between the curved tubular tube 211 and the Η-shaped steel 192 and the axial force member 16 is filled with concrete 9 or cement mortar, and joined with the bolt 4 by the joint member 18, and the joint is attached with the joint material 22. The outer bundle members are closely connected to form a group of surrounding members for enclosing the axial force members. The avoidance force is the age of the money surface, and the surface of the axial force member is covered with a layer of sliding material 8, and the ribs prevent the axial force from being transmitted to Beam member, symmetrical axial force The end face of the piece is the same as the section of the section (4). The axial force of the combination of the single-axis force member Μ and the speed element 31 is the same as that of the end face, and the symmetrical axial force member is welded with Combine the long strip-shaped stiffened steel plate 162 in the curved tube 2 ιι, the rib avoids the riding failure of the end joint portion; because the symmetrical axial force member finds the hybrid _ towel, the axial force member end paste micro-block Clear her W, Yu said that the soil is squeezed and the axial force is transferred to the age of the bundle. After the axial members are lapped or butted, the three sets of bundle members are joined by the joints _ and (4) to maintain the overall stability of the hull members. Please also refer to Fig. 48, Fig. 49, __, ^_, Fig. 51, _ Mingben view, (4) is a side view of the first embodiment of the creation, W wheel (four) - axis 23 M303938 is the first 49 is a cross-sectional view along A-Λ, 50 is a cross-sectional view along the BB of FIG. 49A. FIG. 48 is an elevational view of the embodiment mounted on the frame, and FIG. 51 is a perspective test of the creation. intention. The first embodiment of the present invention comprises two sets of displacement type members and a set of velocity type members and a set of symmetric C-shaped channel steels and square tubes 191, wherein the axial force members 16 are respectively welded by a strip-shaped steel plate 161 and 162. Forming a pair of T-shaped sections; the speed type element 31 is combined with a strip steel plate 161 to form a set of speed type axial force members ' and placing the symmetrical axial force members and the speed type axial force members in the symmetric c-shaped channel steel 19 The speed type element 31 and the surrounding member are to be disengaged, and the strip steel plate 161 and the speed type element 31 and the H-shaped steel 192 are combined into a speed type axial force member to be inserted or placed in the C-shaped channel 19 to be joined by the joint member 18. The gap between the symmetrical C-shaped channel 19 and the square tube 191 and the axial force member 16 is closely adhered to each of the two sets of square tubes ι 91, and is joined by the fixed steel plate 24 or the joint member 18, and the joint is attached with the joint material 22 to facilitate the circumference. The beam members are closely connected to form a group of beam members for enclosing the axial force members to prevent the axial force members from frustrating under pressure, and the surface of the axial force members is coated with a sliding material 8' to prevent the axial force from being transmitted to Surrounding member, symmetrical axial force member The cross section of the section is larger than that of the middle section, and the end section of the speed type axial force member in which the single axial force member 16 and the speed type element 31 are combined is the same as the section of the middle section, and the symmetrical axial force member is welded with one. Extending into the long-shaped stiffened steel plate 162 in the C-channel steel 19 and the square pipe 191 to avoid local damage at the end joint portion; the joint portion of the end portion of the symmetrical axial force member is 24 M303938 than the middle portion The section has a large section, so a compression space 91 is required between the end of the axial force member and the concrete of the bundle to prevent the concrete from being passed by. After the axial force members are joined or docked, the three sets of the surrounding members are connected by the joint members 18 with the thread check 4 and the fixed steel plate 23 to maintain the overall stability of the surround members. Please also refer to Fig. 52, Fig. 53, Fig. 54, and Fig. 55 for explaining the first embodiment of the present invention, wherein Fig. 53A is a side view of the first embodiment of the creation, the 53rd Figure B is a plan view of a first embodiment of the present invention, Figure 54 is a sectional view taken along line AA of Figure 53A, and Figure 54 is a sectional view of Figure 53 along line BB of Figure 53. Figure 52 is an embodiment of the present invention. The elevational view on the framework, the first figure is the perspective of the creation. The first embodiment of the present invention includes two sets of displacement type members and a set of speed type members and a pair of diamond C-shaped surrounding members, and a tube surrounding member Φ and a strip-shaped steel plate 161 combined to form a set of speed type a member, wherein the axial force members 16 are respectively welded by a strip-shaped steel plate 161 and 162 to form a τ-shaped cross section; the speed type element 31 and a strip steel plate 161 are combined to form two sets of speed type axial force members, and The symmetrical axial force member and the speed type axial force member are placed in the symmetric diamond C-shaped steel 28, and the speed type element 31 and the surrounding member are to be disengaged, and the strip steel plate ι61 is combined with the speed type element 31 and the Η type steel 192. The speed type axial force member is inserted or placed in the diamond C-shaped channel 28 to be joined by the joint member 18, and the gap between the diamond C-shaped channel 28 and the square tube 25 M303938 191 舆 the axial force member 16 is made of concrete 9 or cement mortar. Filling and engaging with the bolts 4 with the joint members 18, the joints are attached with the joint material 22 to facilitate the close connection of the bundle members, and constitute a group of bundle members for enclosing the axial force members to prevent the axial force members from being pressed Frustration occurs while the surface of the axial member has to be A sliding material 8 is applied to prevent the axial force from being transmitted to the surrounding member. The end section of the symmetrical axial force member is larger than the section of the intermediate section, and the axial force of the single axial force member 16 combined with the speed type element 31 is combined. The end section of the member is the same as the section of the middle section, and the symmetrical axial force member is welded with a long strip of stiffened copper plate extending into the symmetrical diamond C-shaped channel steel to avoid local damage at the end joint portion; Since the end joint section of the symmetrical axial force member is larger than the section of the middle section, a compression space 91 is reserved between the end of the axial force member and the concrete of the bundle, and the concrete is squeezed to bend the shaft. The force is transmitted to the surrounding member. After the axial force members are lapped or butted with the structural body, the three sets of surrounding members are joined with the bolts 4 by the engaging members 18 to maintain the overall stability of the surrounding members. Please refer to FIG. 56, FIG. 57, FIG. 58 and FIG. 59 for explaining the first embodiment of the present invention, wherein FIG. 57A is a side view of the first embodiment of the creation, and FIG. 57 B is a plan view of the first embodiment of the creation, FIG. 5S is a cross-sectional view along line AA of FIG. 57A, 58 is a cross-sectional view along line B_B of FIG. 57, and FIG. 56 is attached to FIG. The elevation of the frame, the first picture is the perspective of 26 M303938. The first embodiment of the present invention comprises two sets of displacement type members and a set of speed type members and a set of curved channel members and a tube surrounding member, wherein the axial members 16 are respectively welded by a strip of steel plates 161 and 162 The zi-shaped cross-section is combined; the speed-type element 31 is combined with a strip-shaped steel plate 161 to form a set of velocity-type axial force members, and the symmetrical axial force members are placed in the symmetrical curved channel 3〇, and the symmetry is The axial force member and the speed type axial force member are placed in the curved channel steel 21, and the speed type element 31 and the surrounding beam member are to be disengaged, and the strip steel plate 161 and the speed type element 31 and the Η type steel 192 are combined into a speed type shaft. The force member is inserted or placed in the curved channel steel 21 to be joined by the joint member μ, and the gap between the curved channel steel 21 and the square tube I% and the axial force member 16 is filled with concrete 9 or cement mortar, and the joint member is used. 18 is engaged with the bolt 4, and the butt joint is attached with the joint material 22 to facilitate the close connection of the bundle member to form a red bundle member for enclosing the axial force member to prevent the axial force member from frustrating under pressure, and the axial force The surface of the component shall be covered with a layer of sliding material 8 In order to prevent the axial force from being transmitted to the surrounding member, the end section of the symmetrical axial force member is larger than the breaking section of the middle section, and the single force age 16 is combined with the speed traversing member 31 < the end section of the axial force member is The middle section has the same cross section, and the symmetrical axial force member is welded with a long strip-shaped stiffened steel plate 162 extending into the merged curved channel steel to avoid local damage at the end joint portion; due to the symmetrical, scaled end The joint section is larger than the section of the middle section, so the end of the axial force member bundle _ _ compression space 27 M303938 9i 'to prevent the concrete from receiving the surface and transmit the light force to the surrounding member. After the axial force members are overlapped or butted with the structural body, the three sets of the surrounding members are joined by the joint members 18 and the bolts 4 to maintain the overall stability of the beam members. Refer to Figure 60 for illustrating the speed type components of the various embodiments of the present invention, including the piston 311, oil, high damping rubber, rubber, silicone, asphalt, viscoelastic polymer, viscoelastic liquid, eucalyptus oil or nitrogen 312, cylinder 313, the oil pressure chamber, the pressure chamber 314, the support 315, the oil pressure chamber, the pressure chamber 315 and the piston 311 and the support 315 are combined to force the liquid in the oil pressure chamber, the pressure chamber 314 passes through the piston 311 to cause pure viscous behavior. . All in all, the speed component of this creation is restrained and restrained. The resilience support not only retains the excellent mechanical properties of the conventional lap joint combined with the restraint and the toughness support, but also has a single or multiple velocity-shaped components placed or inserted into a group of bundles. Within the components, the design and construction problems are solved, the construction is quick and easy, and the quality of the production is easy to control. The cruciform support, the resilience support, the plug-in toughness support, the lap joint combination, the restraint, the toughness support and the speed are also adopted. The toughness of the type of element supports two different types of inclined buildings to be used in parallel or in series, and at the same time solve the two problems of large earthquake resistance and selected building comfort. Although the present invention has been described above with reference to the preferred embodiments, it is not intended to limit the present invention, and anyone skilled in the art can make some modifications and refinements without departing from the spirit and scope of the present invention. The scope of protection of the creation is subject to the definition of the patent application scope attached to it. 28 M3 03 93 8 [Simple description of the diagram] The first ugly shows the use of concrete filled with steel tube as a bundle of materials. Fig. 2A is a cross-sectional view taken along line A-A in Fig. 1, and Fig. 2B is a cross-sectional view taken along line 1 in Fig. 1; Fig. 3 is a view on the structure of the cruciform cruciform Figure 4 shows the conventional plug-in type frustration constraint toughness support; Figure 5 is a cross-sectional view of Figure 4 along C-C; Figure 6 is the (4) shop type _ restrained support wire on _ Fig. 7 is a longitudinal sectional view of the joint portion in Fig. 6; Fig. 8A is a side view of a conventional embodiment; Fig. 8B is a plan view of a conventional embodiment, and Fig. A is the eighth Figure A is a cross-sectional view taken along line A - A; Figure ® is a cross-sectional view taken along line B - B of Figure 8; Figure 1 is an embodiment of the piano used for mounting The elevational view of the frame; the 11th to 19th is a longitudinal sectional view of the joint; 0 is the elevational view of the first embodiment of the creation mounted on the frame; 29 M303938 Figure 21A 2 is a side view of a second embodiment of the creation; FIG. 22A is a scraped view along A-A of FIG. 21A; and FIG. 22B is the 21st. Figure A is a cross-sectional view along BB; Figure 23 is a schematic perspective view of the creation; Figure 24 is an elevational view of the first embodiment of the creation mounted on the frame; ^ Figure 25A is a second implementation of the creation Figure 25 is a plan view of a second embodiment of the present invention; Figure 26A is a cross-sectional view along line AA of Figure 25A; and Figure 26B is a section along line B-B of Figure 25A. Figure 27 is a schematic perspective view of the creation; Figure 28 is an elevational view of the first embodiment of the creation mounted on the frame; #第29图A is a side view of the second embodiment of the creation; 29B is a plan view of a second embodiment of the present invention; FIG. 30A is a cross-sectional view along line AA of FIG. 29A; FIG. 30B is a cross-sectional view along line B-B of FIG. 29A; Figure 32 is a perspective view of the first embodiment of the present invention installed on the frame; Figure 33A is a side view of the second embodiment of the creation; 30 M303938 Figure 33B A plan view of a second embodiment of the present invention; Fig. 34A is a sectional view taken along line A-A of Fig. 33A; Fig. 34B is a sectional view taken along line B-B of Fig. 33A; Figure 36 is a perspective view of the first embodiment of the present invention mounted on the frame; Figure 37A is a side view of the second embodiment of the creation; ® Figure 37B is the first Figure 38 is a cross-sectional view along line AA of Figure 37; Figure 38B is a cross-sectional view along line BB of Figure 37; Figure 39 is a schematic perspective view of the creation; An elevational view of a first embodiment of the present invention installed on a frame; FIG. 41A is a side view of a second embodiment of the present invention; #第41图B is a plan view of a second embodiment of the present invention; Figure A is a cross-sectional view taken along line A - A of Figure 41; Figure 42B is a cross-sectional view along line BB of Figure 41; Figure 43 is a schematic perspective view of the creation; An elevational view of a first embodiment of the present invention mounted on a frame; FIG. 45A is a side view of a second embodiment of the present invention; and FIG. 45B is a plan view of a second embodiment of the present invention; 31 M303938 Figure 46 is a cross-sectional view along line AA of Figure 45; Figure 46B is a cross-sectional view along line BB of Figure 45; Figure 47 is a perspective view of the creation; Figure 48 is the first implementation of the creation FIG. 49 is a side view of a second embodiment of the present invention; FIG. 49B is a plan view of a second embodiment of the creation; ® FIG. 50A is a 49th view A cross-sectional view along AA; Fig. 50B is a cross-sectional view along line BB of Fig. 49; Fig. 51 is a schematic perspective view of the creation; Fig. 52 is a front view of the first embodiment of the creation mounted on the frame Figure 53 is a side view of a second embodiment of the present invention; Figure 53B is a plan view of a second embodiment of the present invention; #第54图A is a sectional view taken along line AA of Figure 53; 54B is a sectional view taken along line B-B of Fig. 53; Fig. 55 is a perspective view of the creation; Fig. 56 is a schematic view of the first embodiment of the present invention installed on the frame Figure 57 is a side view of a second embodiment of the present invention; Figure 57B is a plan view of a second embodiment of the present invention; and Figure 58A is a sectional view taken along line A-A of Figure 57A. 32 M3 03 93 8 Fig. 58B is a sectional view taken along line BB of Fig. 57A. Fig. 59 is a perspective view of the creation; Fig. 60 is a schematic sectional view of the speed element 31 of the creation: 1 column 2 beam 3 Joint gusset plate 4 bolt 5 stiffening steel plate 6 butt joint plate 7 joint bolt hole 8 sliding material 9 concrete 91 reserved compression space 10 joint stiffening steel plate 11 cross-shaped axial force member 112 steel plate 113 steel plate 114 steel plate 12 square steel pipe 13 steel plate axial force member 14 rectangular steel pipe 15 strip connection steel plate
16軸力構件(一字形、十字形、T 型、圓形） 161帶狀鋼板 162長條狀加勁鋼板 18接合構件(角鐵、螺栓、焊接) 19 C型槽鋼 191方管 192 Η型鋼 193圓鋼管 194 L型鋼板 20 C型槽鋼 33 M303938 21曲型槽鋼 黏彈性液體、矽油或氮氣 211曲型圓管 313汽缸 212C型半圓管 22接合材料〔矽膠、EPOXY、 314油壓室、氣壓室 橡膠墊、膠結材、環亞樹酯〕 315支撐 23固定鋼板 24固定鋼板 25圓C型槽鋼 26圓C型槽鋼 27圓曲型槽鋼 28菱C型槽鋼 29菱C型槽鋼 30菱曲型槽鋼 31速度形元件（固態黏彈性元 件、液態黏彈性元件、液態黏滯 性元件） 311活塞 312油、高阻尼橡膠、橡膠、 矽膠、瀝青、黏彈性聚合物、 3416-axis force members (inline shape, cross shape, T shape, round shape) 161 strip steel plate 162 strip stiffened steel plate 18 joint member (angle iron, bolt, welding) 19 C type channel steel 191 square tube 192 Η section steel 193 Round steel pipe 194 L-shaped steel plate 20 C-shaped channel steel 33 M303938 21 curved channel steel viscoelastic liquid, eucalyptus oil or nitrogen 211 curved pipe 313 cylinder 212C semi-circular pipe 22 joint material [silicone, EPOXY, 314 hydraulic chamber, air pressure Room rubber mat, cement material, ring sub-alkali] 315 support 23 fixed steel plate 24 fixed steel plate 25 round C-shaped channel 26 round C-channel steel 27 round curved channel steel 28 diamond C-channel steel 29 diamond C-channel steel 30 diamond curved channel 31 speed component (solid viscoelastic component, liquid viscoelastic component, liquid viscous component) 311 piston 312 oil, high damping rubber, rubber, silicone, asphalt, viscoelastic polymer, 34