TW390944B

TW390944B - Viscoelastic brace

Info

Publication number: TW390944B
Application number: TW88101326A
Authority: TW
Inventors: Toru Takeuchi; Mamoru Iwata; Hiroshi Nakamura; Atsushi Watanabe
Original assignee: Nippon Steel Corp
Priority date: 1999-01-28
Filing date: 1999-01-28
Publication date: 2000-05-21

Description

五、發明說明（3) 對向配置之一組槽形鋼或半圓形鋼板、及粘彈性體板；將前述槽形鋼或前述半圓形鋼板之端部固定於第二心材；前述第一心材及前述第二心材’係透過前述槽形鋼或前述半圓形鋼板、及前述粘彈性體板粘彈性地連結，以構成粘彈性斜撐。_ (2) 對向配置之槽形鋼或半圓形鋼板、及粘彈性體板 ’係由多數組所成’並分別互相層合粘著；前述槽形鋼或前述半圓形鋼板之端部，則互相地固.定於前述第二心材或前述第一心材附近，以構成前述（1)記載之枯彈性斜撑。 (3) 將一用來互相連結對向配置的最外側一方之槽形鋼或半圓形鋼板之侧面、及對向配置的最外侧另一方之前述槽形鋼或半圓形鋼板之侧面的蓋子，予以固定，以構成前述（1)或（2)記載之粘彈性斜撐。 (4) 前述一組或多數組之槽形鋼或半圓形鋼板、及點彈性體板中，至少一個只在一侧配置前述槽形鋼或前述半圓形鋼板、及前述粘彈性體板，以構成前述(1)〜（3)之任 -項所記載之粘彈性斜撐。 (5) 對向配置之前述槽形鋼或前述半圓形鋼板，係互經濟部智慧財產局員工消費合作社印製 ----------- - - Φ! (請先閱讀背面之注意亊項再填寫本頁). 線！相留出一定間隔來設置，以構成前述所記载之枯彈性斜撐。 (6) 於由Η型鋼、I型鋼、飞型組裝材、或〗型組裝材料所成之前述第-心材及前述第二心材之腹板侧面，層人枯著有對向配置之-組或多數組之前述槽形鋼及前述^ i·生體板，以構成别述⑴〜（5)所記載之枯彈性斜撑。V. Description of the invention (3) A group of channel steel or semi-circular steel plate and viscoelastic plate arranged oppositely; fixing the end of the channel steel or semi-circular steel plate to the second core material; The one core material and the second core material are connected viscoelastically through the channel steel or the semi-circular steel plate and the viscoelastic body plate to form a viscoelastic diagonal brace. _ (2) Channel steel or semi-circular steel plate and viscoelastic plate 'opposed by multiple arrays' which are oppositely arranged and laminated and adhered to each other respectively; the ends of the aforementioned channel steel or the aforementioned semi-circular steel plate The parts are fixed to each other. They are fixed near the second core material or the first core material to form the dry elastic diagonal brace described in (1) above. (3) A side of a channel-shaped steel or semi-circular steel plate arranged to oppose each other and a side of the aforementioned channel-shaped steel or semi-circular steel plate arranged to oppose each other The lid is fixed to form the viscoelastic diagonal brace described in (1) or (2) above. (4) At least one of the one or more sets of channel steel or semi-circular steel plates and point elastomer plates is arranged with the channel steel or the semi-circular steel plates and the viscoelastic plate only on one side. To form the viscoelastic diagonal brace described in any one of (1) to (3) above. (5) The aforesaid channel steel or semi-circular steel plate, which is oppositely arranged, is printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Mutual Economy -------------Φ! (Please read the back first Please note this item before filling out this page). Online! The phases are arranged at a certain interval to constitute the dry elastic diagonal brace described above. (6) On the side of the web of the aforementioned first heartwood and the aforementioned second heartwood, which are made of concrete steel, I-shaped steel, flying-shaped assembling materials, or 组装 -shaped assembling materials, the layered person has a counter-arranged-group or A plurality of arrays of the aforementioned channel-shaped steels and the aforementioned ^ i · biological plates constitute the dry elastic diagonal braces described in the above-mentioned ⑴ ~ (5).

經濟部中央標準局員工消費合作社印製 A7 ___________B7 五、發明説明（1 ) 技術領域本發明，係關於一種於建築物及其他構造物，對於地震力和風等之外力呈衰減效果的粘彈性斜撐者。習知拮術習知之振動抑制裝置，已有：如第7(a)、（b)圖所示，一種於斜撐101之端部’使鋼板1 〇3及粘彈性體1 〇4固定成層合狀之制振裝置1〇2(曰本建築學會大會學術講演會概要集’九州，1989年 10月 P629〜P630); —如第 8(a)、（b)、（c) 圖所示，一種在鋼製外侧支撐材U1之内周面與鋼製内侧支撐材112之外周面間介置粘彈性材層113j建築物的振動抑制裝罝115(第8(b)圖）；或一如專<^ 2583801號兮報所. 揭露’固定鋼製外侧支撐材1U亦即化劑 114，使粘彈性材層ι13介於該水泥系硬化劑1H之内周面與鋼製内侧支撐材112外周面之間，來固定的建築物之振動抑制裝置116(第8(c)圖）等。如高層建築物等一般，於建築物之高度大於其寬度之建築物，有時候由地震力或風等所引起之振動給與構造體很大之影響。對於此振動，若依照如前述之把制振裝置安裝在習知斜撐端者，或使點彈性層介於鋼製外侧支撐材之内周面與鋼製内側支撐材外周面間的振動抑制裝置的話，由於吸收振動能之部分限於斜撐端部，或粘彈性材層只能 ***1層，而所能介於其間之粘彈性體之總面積被限制，以致難以提升斜撐之能吸收能力。又，若要將依據第7(&) 、（b)圖之習知技術方式延長至斜撐長全體俾使枯彈性體Printed by the Consumer Standards Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs A7 ___________B7 V. Description of the Invention (1) Technical Field The present invention relates to a viscoelastic diagonal brace that is used in buildings and other structures to attenuate external forces such as earthquake and wind. By. Conventional vibration suppression devices have been known: as shown in Figures 7 (a) and (b), a type of steel plate 1 〇3 and viscoelastic body 104 are fixed at the ends of the diagonal brace 101 to form a layer. Combined vibration damping device 102 (summary of academic lectures of the Architectural Society of Japan, 'Kyushu, October 1989, P629 ~ P630);-as shown in Figure 8 (a), (b), (c) , A vibration suppression device 115 for a building, with a viscoelastic material layer 113j interposed between the inner peripheral surface of the steel outer support material U1 and the outer peripheral surface of the steel inner support material 112 (FIG. 8 (b)); or Such as the special <^ 2583801 Xibao. Revealed 'fixed steel outer support material 1U ie chemical agent 114, so that the viscoelastic material layer ι13 between the inner peripheral surface of the cement-based hardener 1H and the steel inner support material A vibration suppressing device 116 (FIG. 8 (c)) of a building to be fixed between 112 outer peripheral surfaces. In general, such as high-rise buildings. In buildings where the height of the building is greater than its width, the vibration caused by seismic force or wind can greatly affect the structure. For this vibration, if the vibration damping device is installed at the conventional diagonal support end as described above, or the point elastic layer is interposed between the inner peripheral surface of the steel outer support material and the outer peripheral surface of the steel inner support material, For the device, because the part that absorbs vibration energy is limited to the end of the diagonal brace, or the viscoelastic material layer can only be inserted into one layer, the total area of the viscoelastic body that can be interposed is limited, making it difficult to improve the energy absorption of the diagonal brace. ability. In addition, if we want to extend the conventional technical method according to Figure 7 (&), (b)

-4--4-

經濟部智慧財產局員工消費合作社印製五、發明說明（14) 元件標號對照 1... .構架 17·. •蓋子 2... .粘彈性斜撐 19.. .第一内部槽形 3... .第一心材 20.. •第二内部槽形鋼 4... .第二心材 - 21.. .第一内部粘彈性體板 6... .第一槽形鋼 22·. •第二内部粘彈性體板 7.·, .第二槽形鋼 23·· .第一内部槽形鋼固定材 8 · ·, .第三槽形鋼 24" .第二内部槽形銅固定材 9·. .第一粘彈性體板 27.. .第一半圓形鋼板 10. ..第二粘彈性體板 28.. 楚一 • —— 半圓形鋼板 11. …第三粘彈性體板 29.. 裳二 • —— 半圓形鋼板 13. 第一槽形鋼固定材 30.· 伸縮用間隙 14. ,.·第三槽形鋼固定材 31.. •第一平鋼 15. ...第一心材連結用孔 32·. • · —— 平鋼 16, ...第二心材連結用孔 33.. > · —- 平鋼請先閱讀背 © 之注意事項再填寫本頁本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -T7-Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (14) Comparison of component numbers 1 ... .Frame 17. · • Cover 2 ... .Viscoelastic diagonal brace 19 ... First internal groove 3 .... First core material 20 .. • Second internal channel steel 4 .... Second core material-21 ... First internal viscoelastic plate 6 .... First channel steel 22 ... • Second internal viscoelastic plate 7. · ,. Second channel steel 23 ··. First internal channel steel fixing material 8 · ,. Third channel steel 24 " .Second internal channel copper fixing Material 9 ... First viscoelastic plate 27. First semi-circular steel plate 10. Second viscoelastic plate 28. Chu Yi • ——Semi-circular steel plate 11.… Third viscoelastic Body plate 29 .. Sangji • ——Semicircular steel plate 13. First grooved steel fixing material 30. · Telescopic gap 14 ... · Third grooved steel fixing material 31 .. • First flat steel 15 .. First hole for connecting the heartwood 32. • • —— Flat steel 16, ... Second hole for connecting the heartwood 33 .. > · --- Please read the precautions of back © before filling in This page Of the applicable Chinese National Standard (CNS) A4 size (210 X 297 mm) -T7-

A7A7

A7 五、發明説明（4 (7)由型鋼、方形鋼管或圓形鋼管所成之第一心材及第一〜材，係隔著伸縮用間隙以配置成串行；與前述第一 ^材之侧©對向配置之_組或多數組之槽形鋼，係透過枯彈性板枯合固定成單層或多數層；前述第一心材與第二心材’係透過前述槽形鋼及前述彈性體板粘彈性地連結，以構成枯彈性斜撲ο 6 則述型鋼，係由Η型鋼、I.型鋼、u形組裝材、或 I形組裝材所成’以構成前述（7)所記載之粘彈性斜撐。又，本發明所稱之型鋼，係指通常之Η型鋼、〗型鋼、C(槽）型鋼等之型鋼以外，也包含組裝η形鋼和組裝槽形鋼。 J式之簡單銳明第1圖係顯示本發明之粘彈性斜撐之適用例；其中，（a) 為一例，（b)為另一例，（c)為又另一例。第2圖係顯示本發明粘彈性斜撐之實施例1 ;其中，（a) 為縱斷面圖，（b)為該圖（a)之A-A斷面圖（第一心材3及第二心材4為Η型鋼）之一例，（c)為同樣（a)之A-A斷面圖（第一心材3及第二心材4為方形鋼管）之另一例，（d)為同樣之& A斷面圖（第一心材3及第二心材4為圓形鋼管）之又另一例〇第3圖係顯示粘彈性斜撐之實施例2 ;其中，（a)為縱斷面圖，（b)為該圖（a)之B_B斷面圖（第一心材3及第二心材 4為Η型鋼）之一例，（c)為該圖（a)iB_B斷面圖（第一心材3 及第二心材4為方形鋼管）之另一例，（d)為同樣（a)2B_B斷卜紙張尺度適用中國國家標準（CNS ) A4規格（210X 297公釐）面之运項耳訂線經濟部中央標準局員工消費合作社印製 -7- A7 __—______— B7 五、發明説明（5 ) " ' ' -- 面圖（第一心材3及第二心材4為圓形鋼管）之又另一例。第4圖係顯示本發明粘彈性斜撐之實施例3 ;其中，（a) 為縱斷面圖’（b)為該圖（a)2D_D斷面圖（第—心材3及第二心材4為H型鋼）之例。第5圖（a)係第4圖（a)之c_c斷面圖，（b)係於第4圖（3)僅在單侧配置槽形鋼時之斷面圖。第6圖係顯示本發明粘彈性斜撐之另一例的斷面圖。第7圖係顯示習知振動抑制裝置之例；其中，（勾為裝置安裝概念圖’（b)為制振裝置之概念圖及斷面圖。第8圖係顯示習知振動抑制裝置之其他例；其中，（a) 為裝置安裝概念圖’（b)及（c)為建築物之振動抑制裝置杈異二例之斷面圖。第9圖係顯示實施例1之截面慣性半捏的大小之比較； (a)為槽形鋼，（b)為圓形鋼板，（c)為平鋼之截面慣性半徑的圖。第10圖係顯示實施例2之截面I慣性半徑的大小之比較 ’其中，（a)為槽形鋼，（b)為圓形鋼板，（c)為平鋼之截面慣性丰徑的圖。 gJiX實施發明之最佳形態在本發明，於前述第一心材之側面，互相以單層或多層層合粘著該包園前述第一心材以對向配置的槽形鋼或半圓形鋼板、及粘彈性體板；將前述槽形鋼或半圓形鋼板之端部，互相固定於前述第一心材及第二心材；前述第一心材及前述第二心材則使伸縮用間隙介於其間而由前述槽形本紙張尺度適用中國國家標準（CNS ) A4蜾格（210X 297公釐） A7 B7 彡、發明説明（ό ) 鋼或前述半圓形鋼板、及前述粘彈性體板所連結構成，藉此振動能被輸入於粘彈性斜撐時，由粘彈性體板之剪切變形來吸收此振動能使之衰減。此時，用來層合粘彈性體板之槽形鋼或圓形鋼板均成為大截面慣性半徑者，所以壓縮時也不會產生縱向彎曲，可達成穩定的應力傳輸。又，在對向配置之最外側的前述槽形鋼或前述圓形鋼板之侧面固定蓋子以互相連結，藉此包圍層合構造全體而將之鎖住，因而前述槽形鋼或前述圓形鋼板、及前述粘彈性體片並不會產生剝離。藉此，可使伴隨著如高層建築物一般之水平振動的建築物之水平方向變形及剪切力減輕，並快速地衰減振動。本發明之粘彈性斜撐，為依據這種構成者，其係用來解決，習知技術時之制振裝置構成材料有可能在壓力下產生縱向彎曲之缺點’同時用來解決粘彈性體板與鋼板的剝離之缺點；又，比習知更可大幅地介置許多斷面之粘彈性體板，藉此來實現高性能之粘彈性斜撐方面，成為新穎之發明。、實施例經濟部中央標準局員工消費合作社印製 .其次’根據貪施例詳細說明本發明。 (實施例1) -面參第1圖及第2圖-面詳細說明依據本發明的枯彈性又梁的實施例1。於第1圖⑷、⑻及⑷顯示，於高層建築物之斜撐適用本發明之粘彈性斜撐之例。_ 本紙張尺度適用中國國家標準（CNS ) A4規格（210χ297^^ )'" -9- A7 B7 經濟部中央標準局員工消費合作社印製五、發明説明（7 ) 第1圖（a)、（b)及（C)所示之粘彈性斜撐2為：於第2圖（〇、（b)之成Η形斷面之第一心材3之侧面，互相層合粘著包圍第一心材3以對向配置之第一粘彈性體板9以及第一槽形鋼6 ;使第一槽形鋼固定材13介於成Η形斷面之第二心材4 ，以固定第一槽形鋼6之端部；在第一心材3及第二心材4 ，開孔有用來固定於第1圖之建築物構架【之第一心材連結用孔15及第二心材連結用孔16 ;且在對向配置之第一構形鋼6之側面上黏合固定有蓋子17 ;第一心材3與第二心材4 ，係使伸縮用間隙30介於其間，藉第一黏彈性體板9及第一槽形鋼來連結者。又，第一心材3及第二心材4之斷面形狀，係如第2圖（(；) 、（d)所示，可為方形鋼管、圓形鋼管，若為圓形鋼管時，使用第一半圓形鋼板27以替代前述第一槽形管6。前述伸縮用間隙30，係介於.第一心材3與第二心材斗間，藉此使第一心材3、第二心材4及第一槽形鋼6，不針對輸入於粘彈性斜撐2之振動能產生變形，而只在第一钻彈性體板9產生剪切變形。又，如第9圖（a)、（b)及⑷所示，當將第—槽形鋼6、第一半圓形鋼板27及第一平鋼31之厚度&寬度b作成同一時，以第一槽形鋼6及第一半圓形鋼板27之中立轴χ_χ為中心旋轉之截面慣性矩L，I2則成為第一平鋼31之截面慣性矩Is之大約150倍〜160倍，所以第一槽形鋼6及第一半圓形鋼板27之載面慣性半徑h，ia便成為第—平鋼^之截面慣性半徑L之9倍〜10倍，因而壓縮轴向力作用時不會本纸張尺度適用中國國家標準（CNS ) A4规格（210X297公釐A7 V. Description of the invention (4 (7) The first core material and the first ~ material made of profile steel, square steel tube or round steel tube are arranged in series with a telescopic gap; Side © The oppositely arranged group or multiple arrays of channel steel are fixed and fixed into a single layer or a plurality of layers through a dry elastic plate; the first core material and the second core material are transmitted through the channel steel and the elastic body. The plates are viscoelastically connected to form a dry elastic oblique flap. 6 profiles are made of Η steel, I. steel, U-shaped assembly material, or I-shaped assembly material to form the adhesive described in (7) above. Elastic oblique braces. In addition, the profile steels referred to in the present invention refer to the general profile steels such as profile steels, profile steels, and C (slot) profile steels, as well as assembled η-shaped steels and assembled channel steels. The J type is simple and sharp Fig. 1 shows an example of application of the viscoelastic oblique brace of the present invention; of which, (a) is an example, (b) is another example, and (c) is still another example. Example 1 of the brace; wherein (a) is a longitudinal section view, and (b) is an AA section view of the figure (a) (the first heartwood 3 and the first The second core material 4 is an example of stern section steel, (c) is another example of the AA cross-sectional view of the same (a) (the first core material 3 and the second core material 4 are square steel pipes), and (d) is the same & A Sectional view (the first core material 3 and the second core material 4 are circular steel pipes) Another example. Figure 3 shows a second embodiment of a viscoelastic diagonal brace; (a) is a longitudinal sectional view, (b ) Is an example of the B_B sectional view of the figure (the first core material 3 and the second core material 4 are concrete steel), and (c) the sectional view of the figure (a) iB_B (the first core material 3 and the second (Heartwood 4 is a square steel tube) Another example, (d) is the same (a) 2B_B The paper size is applicable to the Chinese National Standard (CNS) A4 specification (210X 297 mm). Printed by the employee consumer cooperative -7- A7 _________- B7 V. Description of the invention (5) " ''-Another example of the top view (the first heartwood 3 and the second heartwood 4 are circular steel pipes). Fig. 4 shows the third embodiment of the viscoelastic diagonal brace of the present invention; (a) is a longitudinal section view; (b) is a section view of the figure (a) 2D_D (the first heartwood 3 and the second heartwood 4 are H-beam) For example, Fig. 5 (a) is a sectional view of c_c in Fig. 4 (a), and (b) is a sectional view of Fig. 4 (3) when the channel steel is arranged on only one side. Fig. 6 is a Sectional view showing another example of the viscoelastic oblique brace of the present invention. Fig. 7 shows an example of a conventional vibration suppressing device; of which, (hook is a conceptual diagram of the installation of the device) (b) is a conceptual diagram of the vibration suppressing device and a section Figure 8 shows other examples of conventional vibration suppression devices; of which, (a) is a conceptual diagram of the installation of the device '(b) and (c) are sectional views of two different examples of vibration suppression devices for buildings Figure 9 shows the comparison of the size of the inertia of the cross section of Example 1; (a) is the channel steel, (b) is the circular steel plate, and (c) is the cross section inertia radius of the flat steel. Fig. 10 is a graph showing the comparison of the inertial radii of the cross section I of Example 2; (a) is a channel steel, (b) is a circular steel plate, and (c) is a cross section of a flat steel. According to the present invention, the best form of the gJiX implementation of the present invention is: on the side of the first core material, a single-layer or multi-layer laminate is used to adhere the first core material of the Baoyuan to the channel steel or semi-circular steel plate, And viscoelastic plate; the ends of the channel steel or semi-circular steel plate are fixed to the first core material and the second core material to each other; the first core material and the second core material have a gap for expansion between them It is composed of the aforementioned trough paper size applicable to the Chinese National Standard (CNS) A4 蜾 (210X 297 mm) A7 B7 彡, the invention description () steel or the aforementioned semi-circular steel plate, and the aforementioned viscoelastic plate. Therefore, when the vibration energy is input to the viscoelastic diagonal brace, the vibration energy is absorbed by the viscoelastic body plate to attenuate it. At this time, the channel steel or the round steel plate used for laminating the viscoelastic plate becomes a large cross-section inertial radius, so there is no longitudinal bending during compression, and stable stress transmission can be achieved. In addition, a cover is fixed to the side of the channel steel or the circular steel plate disposed at the outermost side facing each other so as to be connected to each other so as to surround and lock the entire laminated structure. Therefore, the channel steel or the circular steel plate is locked. And the aforementioned viscoelastic body sheet does not peel off. With this, it is possible to reduce the horizontal deformation and shear force of a building accompanied by horizontal vibration like a high-rise building, and to rapidly attenuate vibration. The viscoelastic oblique brace of the present invention is based on such a structure, and is used to solve the disadvantage that the material constituting the vibration damping device in the conventional technology may cause longitudinal bending under pressure. At the same time, it is used to solve the viscoelastic body plate. Disadvantages of peeling from steel plates; moreover, viscoelastic plates with a large number of sections can be interposed more than conventionally, thereby achieving a high-performance viscoelastic diagonal brace, which has become a novel invention. Example: Printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs. Secondly, the present invention will be described in detail based on examples of corruption. (Embodiment 1)-Figs. 1 and 2-Detailed description of the first embodiment of the dry elastic beam according to the present invention. Examples of the viscoelastic diagonal bracing of the present invention can be applied to the diagonal bracing of a high-rise building as shown in Figs. _ This paper size applies to the Chinese National Standard (CNS) A4 (210χ297 ^^) '" -9- A7 B7 Printed by the Staff Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 5. Description of the invention (7) Figure 1 (a), The viscoelastic diagonal braces 2 shown in (b) and (C) are: on the side of the first core material 3 having a sigmoidal section in FIG. 2 (0, (b), the first core material is laminated and adhered to each other to surround the first core material. 3 The first viscoelastic body plate 9 and the first channel steel 6 arranged opposite to each other; the first channel steel fixing material 13 is interposed between the second core material 4 having a cross section, to fix the first channel steel 6 at the end; in the first heartwood 3 and the second heartwood 4, the openings are used to fix the building frame of the first figure [the first heartwood connection hole 15 and the second heartwood connection hole 16; A cover 17 is bonded and fixed to the side of the first configuration steel 6 disposed; the first core material 3 and the second core material 4 are provided with a gap 30 for expansion and contraction between the first core material 3 and the first groove 9 The shape of the cross section of the first core material 3 and the second core material 4 can be a square steel pipe or a circular steel pipe as shown in Figure 2 ((;), (d)). In the case of steel pipes, a first semicircular steel plate 27 is used instead of the first grooved pipe 6. The gap 30 for telescoping is interposed between the first core material 3 and the second core material bucket, thereby making the first core material 3, The second core material 4 and the first channel-shaped steel 6 are not deformed in response to the vibration energy input to the viscoelastic diagonal brace 2. Only the first drilled elastic plate 9 is deformed. Also, as shown in FIG. 9 (a ), (B) and ⑷, when the thickness & width b of the first channel steel 6, the first semi-circular steel plate 27 and the first flat steel 31 are made the same, the first channel steel 6 and The vertical axis χ_χ of the first semi-circular steel plate 27 is the section moment of inertia L of the center rotation, and I2 becomes about 150 times to 160 times the section moment of inertia Is of the first flat steel 31. Therefore, the first channel steel 6 and the first The radius of inertia h of the load surface of the semi-circular steel plate 27, ia becomes 9 times to 10 times the inertial radius L of the cross-section of the flat steel ^, so the compression of the axial force will not apply the Chinese national standard to this paper size. (CNS) A4 size (210X297 mm

丁 % 10- A7 發明説明（產生縱向彎曲，又，將蓋子17對向配置以固定第一槽形鋼 6之侧面，藉此鎖定第一槽形鋼6、第一粘彈性體板9及第 —心材3，從而可防止互相之剝離，可穩定地傳輸應力。如第2圖所示，將第丨圖所示之前述粘彈性斜撐2,使用其第一心材連結用孔15及第二心材連結用孔16藉由螺栓等固定於建築物之構架丨，藉此進行作用以便藉前述第一粘彈性板9之剪切變形來吸收該輸入於建築物之構架〗的振動能。例如，將粘者於第2圖所示之第一心材3侧面的前述彈性體板9之粘著長度，作成除連結部以外之心材之全長的話，前述粘彈性體板9之剪切斷面積，則成為安裝有例如在端部具有-層粘彈性體板之制振裝置115(116)的第8圖習知技術之5倍’從而振動能吸收能力也變為5倍。藉前述建築物之構架1之振動快速地衰減，前述粘彈性斜撐2於是可發揮優異的制振效果。 (實施例2) 一面參照第3圖一面說明依據本發明之粘彈性斜撐之實施例2 ^ 經濟部中央標準局員工消費合作社印裝 I.--^—1--^----裝-- (請先閔讀背面之注意事項再頁} 、?τ 線點彈性斜撐2為：如第3圖⑷、⑻所示，於成H形斷面之第-心材3之侧面，互相層合點著該包圍第—心材3以對向配置之第-钻彈性體9、第—槽形鋼6、第二枯彈性體板1〇、第二槽形鋼7、第三粘彈性體u及第三槽形鋼8;使第-槽形鋼固定材3介於第一槽形鋼6之端部，更且，使第三槽形岐材Μ介於第三槽形鋼8之端部，藉此將各Ding% 10- A7 Description of the invention (A longitudinal bending occurs, and the cover 17 is arranged opposite to fix the side of the first channel steel 6, thereby locking the first channel steel 6, the first viscoelastic plate 9 and the first —Heartwood 3, which can prevent peeling from each other, and can stably transmit stress. As shown in FIG. 2, the viscoelastic diagonal brace 2 shown in FIG. 丨 is used, and the first heartwood connection hole 15 and the second are used. The core material connection hole 16 is fixed to the structure of the building by bolts or the like, thereby acting to absorb the vibration energy input to the structure of the building by the shear deformation of the aforementioned first viscoelastic plate 9. For example, If the adhesive length of the elastic plate 9 adhered to the side of the first core material 3 shown in FIG. 2 is made the full length of the core material other than the connecting portion, the shear cross-sectional area of the viscoelastic plate 9 is then It is 5 times of the conventional technique of FIG. 8 in which a vibration damping device 115 (116) having, for example, a viscoelastic plate at the end is installed, so that the vibration energy absorption capacity is also 5 times. By the structure of the aforementioned building The vibration of 1 is rapidly attenuated, and the aforementioned viscoelastic diagonal brace 2 can then be exerted. (Example 2) Example 2 of the viscoelastic diagonal brace according to the present invention will be described with reference to FIG. 3 ^ Printed by the Consumers' Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs I .-- ^-1-- ^ ---- install-(please read the precautions on the back of the page first, then page),? Τ line point elastic diagonal brace 2 is: as shown in Figure 3, ⑷, ，, the first in the H-shaped section- The sides of the heartwood 3 are laminated with each other to point the first-diamond elastic body 9, the first channel-shaped steel 6, the second dry-elastic plate 10, and the second channel-shaped steel 7 surrounding the first-core material 3 to face each other. , The third viscoelastic body u, and the third channel steel 8; the third channel steel fixing material 3 is interposed between the ends of the first channel steel 6; The end of the three channel steel 8

*11- 五、經濟部中央標準局員工消費合作社印製發明説明（9 固定於成Η形斷面之第二心材4 ;使第二槽形鋼固定材介於第二槽形鋼7之端部以固定於成Η形斷面之第一心材；第一心材3與第二心材4，則藉第一粘彈性體板9、第一槽形鋼6、第二粘彈性體板1〇、第二槽形鋼7、第三粘彈性體板11及第二槽形鋼8來連結；把蓋子17固定於對向配置之第二槽形鋼8之側面。就是，在此方面，與第2圖所示之實施例1的粘彈性斜撐2不相同。亦即，第2圖所示之粘彈性斜撐2，其第一粘彈性體板 9與第一槽形鋼6之組合為丨層構造；反觀，第3圖所示之粘彈性斜撐2，為第一粘彈性體板9與第一槽形鋼6、第二粘彈性體板10與第二槽形鋼7、及第三粘彈性體板U與第三槽形鋼之組合的三層構造。這種構造可作成不只為三層，將粘彈性體板及槽形鋼組合起來設成|更增加層也可。又’刖述第一心材3及前述第二心材'4之斷面形狀’係如第3圖（c)、（d)所示，也可為方形鋼管、圓形鋼管；若為圓形鋼管時，使用第一半圓形鋼板27、第二半圓形鋼板28 及第三半圓形鋼板29以替代前述第一槽形鋼6、前述第二槽形鋼7及前述第三槽形鋼8。此時’如第10圖（a)、（b)及（c)所示，將第一槽形鋼、第一半圓形鋼板27及第一平鋼31之厚度t及寬度B分別作成同一時，以第一槽形鋼6及第一半圓形鋼板之中立 6 軸 XI-XI為中心旋轉時之截面慣性矩LL，則成為第一平鋼31之截面慣性矩“之大約150倍〜16〇倍，所以第一槽形本紙張尺度適用中國國家標準（CNS )八4祝格（2丨〇><297公釐）請閲，讀背_ 之，，注'* 11- 5. The invention description printed by the Consumer Cooperatives of the Central Bureau of Standards of the Ministry of Economic Affairs (9 is fixed to the second core material 4 in the shape of a cross section; the second channel steel fixing material is located at the end of the second channel steel 7 The first core material 3 and the second core material 4 are borrowed from the first viscoelastic body plate 9, the first channel steel 6, the second viscoelastic body plate 10, The second channel steel 7, the third viscoelastic plate 11, and the second channel steel 8 are connected; the cover 17 is fixed to the side of the second channel steel 8 disposed opposite to each other. That is, in this respect, The viscoelastic diagonal brace 2 of the embodiment 1 shown in FIG. 2 is different. That is, the combination of the first viscoelastic body plate 9 and the first channel steel 6 of the viscoelastic diagonal brace 2 shown in FIG. 2 is丨 Layer structure; in contrast, the viscoelastic diagonal brace 2 shown in FIG. 3 is the first viscoelastic plate 9 and the first channel steel 6, the second viscoelastic plate 10 and the second channel steel 7, and The three-layer structure of the combination of the third viscoelastic plate U and the third channel steel. This structure can be made of not only three layers, but also a combination of viscoelastic plate and channel steel can be set to add more layers.'The said cross-sectional shape of the first core material 3 and the aforementioned second core material' 4 'are shown in Figures 3 (c) and (d), and may also be square steel pipes or circular steel pipes. The first semi-circular steel plate 27, the second semi-circular steel plate 28, and the third semi-circular steel plate 29 are used instead of the aforementioned first channel steel 6, the aforementioned second channel steel 7, and the aforementioned third channel steel 8 At this time, as shown in Figs. 10 (a), (b), and (c), the thickness t and width B of the first channel steel, the first semicircular steel plate 27, and the first flat steel 31 are respectively prepared. At the same time, the moment of inertia LL of the cross section of the first channel steel 6 and the neutral 6 axis XI-XI of the first semicircular steel plate is about 150 times that of the moment of inertia of the first flat steel 31. ~ 160 times, so the paper size of the first groove is applicable to the Chinese National Standard (CNS) 8 4 Zhuge (2 丨〇 > < 297 mm) Please read, read back, _,, note '

I 頁裝訂線 -12- 經濟部中央標準局員工消費合作社印製 Α7 Β7 五、發明説明（10 ) 鋼6及第一半圓形鋼板27之截面慣性半徑便成為第一平鋼 31之戴面慣性半徑卜之9倍〜1〇倍，因而，當壓縮軸向力作用時不會產生縱向彎曲。同樣，第二槽形鋼7、第三槽形鋼8、第二圓形鋼板28 及第三圓形鋼板29之截面慣性半徑係大於第二平鋼32及第三平鋼33之截面慣性半徑，因而，當壓縮力作用時不會產生縱向彎曲。又’由於層合構造全體被最外層鋼板8或29、及蓋子17 所鎖住’所以不會產生粘彈性體板與槽形鋼之剝離，可穩定地傳輸應力。依照本實施例2，钻著於第一心材3之侧面的枯彈性體係被層合粘著成三層，其與以單層層合粘著之第一實施形態相較，在同一各粘彈性體板之厚度及體積下，振動能吸收能力變為3倍。藉此，可形成一藉粘彈性體板之剪切變形來吸收建築物之構架丨中所輸入之振動能的大容量之粘彈性斜撐’且可有效地獲得大於第一實施形態之衰減效果〇 (實施例3) 一面參照第4圖、第5圖一面說明依據本發明之粘彈性斜撐。粘彈性斜撐2為：如第4圖（a)、（b)、第5圖（a)所示，於成Η形斷面之第一心材3之腹板侧面，互相層合粘著夾前述第一心材3之腹板而對向配置之第一内部粘彈性體板21、第一内部槽形鋼19、第二内部粘彈性體22、及第二内邛槽形鋼20 ;使第一内部槽形鋼固定材23介於成Η形斷本紙張纽適用中國國家標準（CNS ) A4規格（21()χ 297公酱） ----------裝— : ' „ 、Ί·, (請先閲讀背面之注意事項再^,¾本頁) 訂線 -13- --—- 五、發明説明（U ) 面之第二心材4以固；t前述第—内部槽形鋼19之端部；且 ’使第二内部槽形鋼固定材24介於成Η形斷面之第—心材 3 ’以固定前述第-内部槽形鋼19之端部；第一心材3與第二心材4’則除了藉第1彈性體板9、第—槽形鋼6、、第性體㈣、第二槽形鋼7、第三料性體板u及第 ^槽形鋼8以外更藉第—内部枯彈性體㈣、第_内部槽形鋼19、第二内部枯彈性體板22及前述第二内部槽形鋼別來連結。就是，纽方面，與第3圖⑷、⑼所示之實施例 2的粘彈性斜撐2不相同。亦即，第4圖⑷、⑻、第5圖⑷所示之實施例3的枯彈性斜撐2，係於第3圖⑷、⑼所示的、實施例2之枯彈性斜撐2的第一心材3之腹板兩側面，附加粘彈性體板及槽形鋼之層合構成者。又，於本發明方面，如第頂⑻所示， 1組或多數組之槽形鋼或半圓形鋼板、及粘彈性體板之中至少一個作成，只在一侧配置前述槽形鋼或半圓形鋼板、及前述粘彈性體板之粘彈性斜撐之構造也可。這種層合構造不用說，也可將粘彈性體板及槽形鋼組合起來設成更增加層^ 本實施例3，較之實施例2，更附加有4層分之層合粘著於第一心材3之腹板側面的粘彈性體板，因而，隨所附加之4層粘彈性體板之剪切斷面積而增加振動能之吸收能力。再者，依據本發明之粘彈性斜撐，其構成也可為：如第6圖之變形例所示，隔著伸縮用間隙而串行地配置有由本紙張尺度適用中國國家標準（CNS ) A4祝格（210X297公董）請先閲經濟部中央標準局員工消費合作社印製 Λ 之气I-page binding line-12- Printed by the Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs Α7 Β7 V. Description of the invention (10) The cross-section inertial radius of steel 6 and the first semicircular steel plate 27 becomes the wearing surface of the first flat steel 31 The radius of inertia is 9 times to 10 times. Therefore, no longitudinal bending occurs when the compression axial force acts. Similarly, the cross-section inertia radii of the second channel steel 7, the third channel steel 8, the second circular steel plate 28, and the third circular steel plate 29 are larger than those of the second flat steel 32 and the third flat steel 33. Therefore, no longitudinal bending occurs when a compressive force is applied. Further, since the entire laminated structure is locked by the outermost steel plate 8 or 29 and the cover 17, the peeling of the viscoelastic plate and the channel steel does not occur, and stress can be stably transmitted. According to the second embodiment, the dry elastic system drilled on the side of the first core material 3 is laminated and adhered into three layers. Compared with the first embodiment in which the single-layer laminate is adhered, the elastic elastic system is viscoelastic on the same Under the thickness and volume of the body plate, the vibration energy absorption capacity becomes 3 times. Thereby, a large-capacity viscoelastic diagonal brace that can absorb the vibration energy input in the structure of the building by the shear deformation of the viscoelastic plate can be formed, and the attenuation effect greater than that of the first embodiment can be effectively obtained (Example 3) A viscoelastic diagonal brace according to the present invention will be described with reference to Figs. 4 and 5. The viscoelastic diagonal brace 2 is as shown in Fig. 4 (a), (b), and Fig. 5 (a). On the side of the web of the first core material 3 having a cross section, the adhesive clips are laminated to each other. The first inner viscoelastic body plate 21, the first inner corrugated steel 19, the second inner viscoelastic body 22, and the second inner corrugated channel steel 20 are disposed opposite to the web of the first heartwood 3; An internal channel-shaped steel fixing material 23 is interposed between the paper and the paper. It is applicable to the Chinese National Standard (CNS) A4 (21 () χ 297 male sauce) ---------- packing:: „„ 、 Ί ·, (Please read the precautions on the back first, ^, ¾ this page) Thread -13- ----V. Description of the invention (U) The second heartwood 4 on the surface is fixed; t the first-internal groove The end portion of the shaped steel 19; and 'the second inner channel steel fixing material 24 is interposed between the first-core material 3 of the Η-shaped section to fix the end of the aforementioned -inner channel steel 19; the first heart material 3 And the second core material 4 ′ is in addition to the first elastic body plate 9, the first-groove steel 6, the first body steel, the second groove steel 7, the third material steel plate u, and the first groove steel 8 In addition to the first-internal dead elastomer ㈣, the first _ internal channel steel 19, the second internal The dry elastic plate 22 and the aforementioned second inner channel steel are connected to each other. That is, the button is different from the viscoelastic diagonal brace 2 of the embodiment 2 shown in Figs. 3 and 3, that is, Fig. 4 ⑷, ⑻, and the dry elastic diagonal brace 2 of the embodiment 3 shown in FIG. 5 and FIG. 5 are attached to the web of the first heartwood 3 of the dry elastic diagonal brace 2 of the embodiment 2 shown in FIG. 3 and ⑼. On both sides, a layered structure composed of a viscoelastic plate and channel steel is added. In addition, in the aspect of the present invention, as shown in the first paragraph, one or more groups of channel steel or semicircular steel plates, and viscoelasticity At least one of the body plates may be made, and the structure of the channel steel or the semi-circular steel plate and the viscoelastic diagonal brace of the viscoelastic body plate may be arranged on only one side. Needless to say, such a laminated structure may be provided. The viscoelastic body plate and the channel steel are combined to provide more layers ^ In this embodiment 3, compared with the embodiment 2, a layer of 4 layers is added to adhere to the viscoelasticity of the side surface of the web of the first core 3 The body plate, therefore, increases the absorption capacity of the vibrational energy with the shear cross-sectional area of the attached 4-layer viscoelastic body plate. Furthermore, according to the present invention The structure of the viscoelastic diagonal brace can also be as follows: as shown in the modification of FIG. 6, a Chinese national standard (CNS) A4 Zhuge (210X297) is applied in series through a gap for expansion and contraction. Please read the Λ gas printed by the Consumer Cooperatives of the Central Bureau of Standards of the Ministry of Economic Affairs

14- 五、發明説明（) A7 B7 經濟部中央橾準局員工消費合作社印製型鋼（宜為Η形鋼、I型鋼、η形組裝材或I形組裝材）、方形鋼S或圓形鋼管所成之第一心材及第二心材；透過粘彈性體板來單層或多層地固定黏著該對向配置在前述第一心材侧面之一組或多數組槽形鋼。從而，不需要把包圍前述一般之第一心材以對向配置之1組槽形鋼或半圓形鋼板、及彈體板’作成單層或多層來層合固定，因而，儘管為作成更簡便之構造的粘彈性斜撐，仍可充份經得起使用。像這樣’使粘彈性體板及槽形溝層合固定於成Η形斷面的前述第一心材3之腹板兩侧面，藉此更可形成大容量之粘彈性斜撐2 β 藉此’可藉粘彈性體板之剪切變形，比實施例2更吸枚建築物之構架1中所輸入之振動能，而獲得高衰減效果。藉由本發明，建築物之構架1之振動快速地衰減，使得. 前述點彈性斜撐2可發揮優異之制振效果。產皇上之可利用柹如上所說明’若依本發明，則用來層合粘彈性體板之槽形鋼或圓形鋼板均成為大截面慣性半徑者，所以在壓縮時也不會產生縱向彎曲，可達成穩定的應力傳輸；又，在對向配置之最外側的前述構形鋼或前述圓形鋼板之侧面，固定蓋子以互相連結，藉此包圍鎖住層合構造全體，因此前述槽形鋼或前述圓形鋼板、及前述粘彈性體板並不會產生剝離；更且，將前述槽形鋼或前述圓形鋼板分開對向配置’所以可將前述粘彈性體板，及前述槽形鋼或前述圓形鋼板壓粘製成層合，因而並不需要灌進粘彈性體（對於無本紙張尺度適用中國國家標準（CNS ) A4規格（210x297公釐）請先閲14- V. Description of the invention () A7 B7 Sectional steel (preferably stern-shaped steel, I-shaped steel, η-shaped assembly material or I-shaped assembly material), square steel S, or round steel pipe The first core material and the second core material are formed, and a single or multiple layers of the pair of grooved steels arranged on the side of the first core material are fixed and adhered by a viscoelastic plate. Therefore, it is not necessary to make a single layer or multiple layers of a group of channel steel or semi-circular steel plate and the elastic plate 'that are arranged oppositely to surround the above-mentioned general first core material. The structure of the viscoelastic diagonal brace can still fully withstand the use. In this way, 'the viscoelastic body plate and the groove-shaped groove are laminated and fixed on both sides of the web of the first core material 3 forming a cross section, thereby forming a large-capacity viscoelastic diagonal brace 2 β. By using the shear deformation of the viscoelastic plate, the vibration energy input in the frame 1 of the building can be absorbed more than in Example 2 to obtain a high attenuation effect. With the present invention, the vibration of the structure 1 of the building is rapidly attenuated, so that the aforementioned point elastic diagonal brace 2 can exert an excellent vibration damping effect. The use of the emperor is as described above. 'If according to the present invention, the channel steel or the round steel plate used to laminate the viscoelastic body plate will have a large cross-section inertial radius, so there will be no longitudinal bending during compression. Can achieve stable stress transmission; and, at the outermost side of the aforementioned configuration steel or the aforementioned circular steel plate, fixed covers are connected to each other, thereby enclosing and locking the entire laminated structure, so the aforementioned groove shape The steel or the circular steel plate and the viscoelastic body plate do not peel; moreover, the grooved steel or the circular steel plate is disposed to face each other separately, so the viscoelastic body plate and the groove shape can be separated. Steel or the aforementioned circular steel plate is laminated by pressure bonding, so it is not necessary to inject viscoelastic body (for the paper size without the Chinese National Standard (CNS) A4 specification (210x297 mm), please read first

之' 注，意事項再?1|裝 I 訂線 -15- A7 B7 五、發明説明（13 ) 法灌進之粘弹性體’也可有效地進行製造），藉此，於如高層建築物一般建築物之高度大於其寬度之構造物，使因地震和風而造成之水平方向之變形及剪切力減輕，且可使振動快速地衰滅。 {請先閲讀背面之注意事項再_ 參頁) .裳· 經濟部中央標準局員工消費合作社印製本紙張尺度適用中國國家標準（CNS ) A4祝格（210X297公羞） 16-('Notes, matters needing attention? 1 | installation I -15-15 A7 B7 V. Description of the invention (13) Viscoelastic body poured into the method' can also be effectively manufactured), thereby, such as high-rise buildings Generally, the height of the building is larger than the width of the structure, which can reduce the horizontal deformation and shear force caused by the earthquake and wind, and can quickly decay the vibration. {Please read the notes on the back first _ see page) .Shang · Printed by the Consumer Cooperatives of the Central Standards Bureau of the Ministry of Economic Affairs This paper size applies the Chinese National Standard (CNS) A4 Zhuge (210X297 public shame) 16-

Claims

經濟部智慧財產局員工消費合作社印製 TV峰 '...㈤ is 申請專利範圍第88101326號專利巾請案巾請專利範圍修正本修正日期：89年01月 1. 一種粘彈性斜撐，其特徵在於：由型鋼、方形鋼管或圓形鋼管所形成之第一心材及第二心材，係隔著伸縮用間隙而配置成直行；於前述第一心材之侧面上，分別以單層層合粘著該包圍前述第-心材且以對向配置之一組槽形鋼或半圓形鋼板及姑彈〖生體板，將則述槽形鋼或前述半圓形鋼板之端固定於第—心材；前述第一心材及前述第二心材係透過刖述槽形鋼或前述半圓形鋼板、及前述粘彈性體板枯彈性地連結著. 2. 如申請專利範圍第i項之枯彈性斜撐，其中，對向配置之槽形鋼或半圓开少鋼板、及枯彈性體板，係由多數組所形成，並分別互相層合粘著；前述槽形鋼或前述半圓形鋼板之端部，則互相固定於前述第二心材或前述第一心材端部附近。 3. 如申請專利範圍第1或2項之粘彈性斜撐，其中，將一1用來互相連結該對向配置的最外側一方之样形鋼或半圓形鋼板之側面、及對向配置的最外侧另_ 方之前述槽形鋼或前述半圓形鋼板之侧面的蓋子，予以固定。 4. 如申請專利範圍第1或2項之粘彈性斜撐，其中，前述一組或多數組之槽形鋼或半圓形鋼板、及枯彈性體板之中，至少一個只在一侧配置前述槽形鋼或遷 — I I 1 I I I It III a— n'^.-' I I l n III Λ— I I I I I 18-I I (請先閱讀背面之注意事項再填寫本頁‘) n n 1 i_i n 1 I · —、I \ n I n n -1· _n -n n n —a a— _ ^紙張尺度ii用fii家標準（CNS)A4規格（210 X 297公釐）經濟部智慧財產局員工消費合作社印製 TV峰 '...㈤ is 申請專利範圍第88101326號專利巾請案巾請專利範圍修正本修正日期：89年01月 1. 一種粘彈性斜撐，其特徵在於：由型鋼、方形鋼管或圓形鋼管所形成之第一心材及第二心材，係隔著伸縮用間隙而配置成直行；於前述第一心材之侧面上，分別以單層層合粘著該包圍前述第-心材且以對向配置之一組槽形鋼或半圓形鋼板及姑彈〖生體板，將則述槽形鋼或前述半圓形鋼板之端固定於第—心材；前述第一心材及前述第二心材係透過刖述槽形鋼或前述半圓形鋼板、及前述粘彈性體板枯彈性地連結著. 2. 如申請專利範圍第i項之枯彈性斜撐，其中，對向配置之槽形鋼或半圓开少鋼板、及枯彈性體板，係由多數組所形成，並分別互相層合粘著；前述槽形鋼或前述半圓形鋼板之端部，則互相固定於前述第二心材或前述第一心材端部附近。 3. 如申請專利範圍第1或2項之粘彈性斜撐，其中，將一1用來互相連結該對向配置的最外側一方之样形鋼或半圓形鋼板之側面、及對向配置的最外侧另_ 方之前述槽形鋼或前述半圓形鋼板之侧面的蓋子，予以固定。 4. 如申請專利範圍第1或2項之粘彈性斜撐，其中，前述一組或多數組之槽形鋼或半圓形鋼板、及枯彈性體板之中，至少一個只在一侧配置前述槽形鋼或遷 — I I 1 I I I It III a— n'^.-' I I l n III Λ— I I I I I 18-I I (請先閱讀背面之注意事項再填寫本頁‘) n n 1 i_i n 1 I · —、I \ n I n n -1· _n -n n n —a a— _ ^紙張尺度ii用fii家標準（CNS)A4規格（210 X 297公釐） Α8 Α8Printed TV Peak by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs' ... ㈤ is the scope of patent application No. 88101326 Patent Cases Requests for Patent Range Amendment Date of this amendment: January 89 1. A viscoelastic diagonal brace, which It is characterized in that: the first core material and the second core material formed by a profile steel, a square steel tube or a circular steel tube are arranged in a straight line through a gap for expansion and contraction; on the side of the first core material, a single layer is used for bonding A pair of channel steels or semi-circular steel plates surrounding the aforementioned first heartwood and arranged in an opposite arrangement and an elastic body plate are fixed, and the ends of the aforementioned channel steel or the aforementioned semicircular steel plates are fixed to the first heartwood. The first core material and the second core material are elastically connected through the grooved steel or the semi-circular steel plate, and the viscoelastic body plate. Among them, the channel steel or the semi-circular open steel plate and the dry elastomer plate that are oppositely arranged are formed of multiple arrays and are laminated and adhered to each other respectively; the ends of the aforementioned channel steel or the aforementioned semi-circular steel plate , Then fixed to each other Janus-faced member near the first end or heartwood. 3. For the viscoelastic diagonal brace of item 1 or 2 of the scope of patent application, in which a 1 is used to connect the sides of the shaped steel or semi-circular steel plate on the outermost side of the opposite arrangement, and the opposite arrangement At the outermost side of the other side, the cover of the side of the aforementioned channel steel or the aforementioned semi-circular steel plate is fixed. 4. As for the viscoelastic diagonal brace of item 1 or 2 of the scope of patent application, at least one of the aforementioned one or more groups of channel steel or semi-circular steel plate and dry elastomer plate is arranged on only one side The aforementioned channel steel—II 1 III It III a— n '^ .-' II ln III Λ— IIIII 18-II (Please read the precautions on the back before filling this page ') nn 1 i_i n 1 I · —, I \ n I nn -1 · _n -nnn —aa— _ ^ Paper size ii uses the FII Family Standard (CNS) A4 specification (210 X 297 mm) Printed by the Consumers Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 'TV Peak' ... ㈤ is the scope of patent application No. 88101326. Please apply for a patent towel. Please amend the patent scope. This revision date: January 89. 1. A viscoelastic diagonal brace, characterized by: made of section steel, square steel pipe or round steel pipe The formed first and second heartwoods are arranged in a straight line across the telescoping gap. On the side of the first heartwood, a single layer is laminated and adhered to surround the first heartwood and arranged in opposite directions. A group of channel steel or semi-circular steel plate The end of the steel or the aforementioned semi-circular steel plate is fixed to the first core material; the first and second core materials are connected elastically and elastically through the grooved steel or the semi-circular steel plate, and the viscoelastic plate. 2. For example, the dry elastic diagonal brace of the scope of application for patent i, in which the channel steel or the semicircular open steel plate and the dry elastomer plate arranged oppositely are formed of multiple arrays and are laminated and adhered to each other. ; The ends of the channel steel or the semi-circular steel plate are fixed to each other near the ends of the second core material or the first core material. 3. For the viscoelastic diagonal brace of item 1 or 2 of the scope of patent application, in which a 1 is used to connect the sides of the shaped steel or semi-circular steel plate on the outermost side of the opposite arrangement, and the opposite arrangement At the outermost side of the other side, the cover of the side of the aforementioned channel steel or the aforementioned semi-circular steel plate is fixed. 4. As for the viscoelastic diagonal brace of item 1 or 2 of the scope of patent application, at least one of the aforementioned one or more groups of channel steel or semi-circular steel plate and dry elastomer plate is arranged on only one side The aforementioned channel steel—II 1 III It III a— n '^ .-' II ln III Λ— IIIII 18-II (Please read the precautions on the back before filling this page ') nn 1 i_i n 1 I · —, I \ n I nn -1 · _n -nnn —aa— _ ^ Paper size ii uses FII Home Standard (CNS) A4 specification (210 X 297 mm) Α8 Α8

六、申請專利範圍經濟部智慧財產局員工消費合作杜印製别述半圓形鋼板、及前述粘彈性體板。 5.如申請專利範圍第3項之轉性斜撐，其中，。前述一組或多數組之槽形鋼或半圓形鋼板、及粘彈I1生體板乏中’至少'個只在一侧配置前述槽形鋼或别述韦圓形鋼板、及前述粘彈性體板。 6·如申請專利範圍第1或2項之粘彈性斜撐，其中，對向配置之前述槽形鋼或前述半圓形鋼板，係互相留出一定間隔來設置。一 7. 如申請專利範圍第3項之粘彈性斜撐，其中，對向配置之前述槽形鋼或前述半圓形鋼板，係互相留出一定間隔來設置。 8. 如申請專利範圍第1或2項之粘彈性斜撐，其中，於由Η型鋼或Η形組裝材所形成之前述第一心材及前述第二心材之突緣及腹板侧面，層合粘著有對向配置的一組或多數組之前述槽形鋼或前述半圓形鋼板、及前述粘彈性體。 9. 如申請專利範圍第3項之粘彈性斜撐，其中，於由Η型鋼或Η形組裝材所形成之前述第—心材及前述第二心材之突緣及腹板侧面，層合粘著有對向配置的一組或多數組之前述槽形鋼或前述半圓形鋼板、及前述粘彈性體。 1〇_如申請專利範圍第4項之粘彈性斜撐，其中，於由Η型鋼或Η形組裝材所形成之前述第—心材及前述第二心材之突緣及腹板侧面，層合粘著有對向配 -2- 本紙張尺度適用中國國家標準(CNS)A4規格(21〇 χ 297公釐） (請先閱讀背面之注意事項再填寫本頁)VI. Scope of patent application: Consumption cooperation by employees of the Intellectual Property Bureau of the Ministry of Economic Affairs, printed on semi-circular steel plates, and the aforementioned viscoelastic plates. 5. If the inclination brace of item 3 of the patent application scope, among them,. The at least one of the aforementioned one or more arrays of channel steel or semi-circular steel plates and viscoelastic I1 living body plates are provided with the aforementioned channel steel or other circular steel plates on one side only, and the aforementioned viscoelasticity Body board. 6. The viscoelastic diagonal brace according to item 1 or 2 of the scope of patent application, wherein the channel steel or the semi-circular steel plate arranged opposite to each other is provided with a certain interval from each other. 7. The viscoelastic diagonal brace according to item 3 of the scope of patent application, wherein the aforementioned channel steel or the aforementioned semi-circular steel plate arranged opposite to each other are arranged at a certain interval from each other. 8. If the viscoelastic diagonal brace of item 1 or 2 of the scope of patent application is applied, the protruding edges of the aforementioned first core material and the aforementioned second core material and the sides of the web are formed by the stell-shaped steel or the stell-shaped assembly material, and laminated. The channel steel or the semi-circular steel plate, and the viscoelastic body are adhered to one or more arrays of opposing arrangements. 9. The viscoelastic diagonal brace of item 3 of the scope of patent application, in which the lamination edge and the side of the web of the aforementioned first and second heartwood and the aforementioned second heartwood are formed by Η shaped steel or 组装 shaped assembly material, laminated and adhered The channel steel or the semi-circular steel plate, and the viscoelastic body are arranged in one or more arrays facing each other. 1〇_The viscoelastic diagonal brace of item 4 of the scope of the patent application, wherein the protruding edges of the aforementioned first and second heartwoods and the sides of the webs formed by the cast iron or cast iron assembly materials are laminated and bonded. Coordination with Alignment -2- This paper size applies Chinese National Standard (CNS) A4 (21〇χ 297 mm) (Please read the precautions on the back before filling this page)

A8 B8 C8 D8 經濟部智慧財產局員工消費合作社印製申請專利範圍置的—組或多數組之前述槽形鋼或前述半圓形鋼板、及前述粘彈性體。 11·如申請專利範圍第5項之粘彈性斜撐，其中，义於由Η型鋼或Η形組裝材所形成之前述第—心材及前述第二心材之突緣及腹板侧面，層合枯著有對向配置的一組或多數組之前述槽形鋼或前述半圓形鋼板、及前述粘彈性體。 12. 如申請專利範圍第6項之粘彈性斜撐，其中，於由Η型鋼或Η形組裝材所形成之前述第—心材及前述第二心材之突緣及腹板側面，層合枯著有^向配置的—组或多數組之前述槽形鋼或前述半圓形鋼板、及前述點彈性體。 13. 如申請專利範圍第7項之粘彈性斜撐，其中，於由Η型鋼或Η形組裝材所形成之前述第一心材前述第二心材之突緣及腹板侧面，層合粘著有對向置的一組或多數組之前述槽形鋼或前述半圓形鋼板及前述粘彈性體。 14· 一種粘彈性斜撐，其特徵在於：由型鋼、方形鋼管或圓形鋼管所形成之第一及第二心材，係隔著伸縮用間隙以配置成串行.興述第一心材之侧面對向配置之一組或多數組之槽形w ，係透過粘彈性體粘合固定成單層或多數層；前述第一心材與前述第二心#，係透過前述槽形鋼及前述钻彈性體板粘彈性地連結著。及配心.材與前鋼 (請先閲讀背面之注意事項再填寫本頁) -I — — .η-----tr----I! · -------- -------111·---HI—----- A8 B8 C8 D8 六、申請專利範圍 15.如申請專利範圍第14項之粘彈性斜撐，其中，前述型鋼，係由Η型鋼、I型鋼、Η形組裝材、或I 形組裝材所形成。 (請先閱讀背面之注意事項再填寫本頁) —^—訂---------線_ 經濟部智慧財產局員工消費合作社印製 -4- 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）A8 B8 C8 D8 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. The scope of the patent application is set of the above-mentioned channel steel or semi-circular steel plate and the aforementioned viscoelastic body. 11. The viscoelastic diagonal brace of item 5 in the scope of the patent application, wherein, it means that the protruding edges of the aforementioned first and second heartwood and the sides of the aforementioned second heartwood, which are formed from the stell-shaped steel or the stern-shaped assembly material, are laminated. The channel steel or the semi-circular steel plate, and the viscoelastic body are opposed to one or more arrays of opposed arrangements. 12. If the viscoelastic diagonal brace of item 6 in the scope of the patent application is applied, the lamination of the first-heartwood and the second-heartwood and the side of the web formed of the above-mentioned second-shaped heartwood and the second-shaped heartwood are formed with lumps. There are ^ -direction arrangements—a group or a plurality of arrays of the aforementioned channel steel or the aforementioned semi-circular steel plate, and the aforementioned point elastic body. 13. The viscoelastic diagonal brace of item 7 in the scope of the patent application, wherein the protruding edges of the aforementioned first core material and the sides of the web and the side surfaces of the web are formed by a profiled steel or an assembling material. The one or more arrays of the channel steel or the semi-circular steel plate and the viscoelastic body opposite to each other. 14. · A viscoelastic diagonal brace, characterized in that: the first and second core materials formed by a profile steel, a square steel pipe or a circular steel pipe are arranged in series through a telescopic gap. One or more groups of grooves w arranged oppositely are bonded and fixed into a single layer or a plurality of layers through a viscoelastic body; the first core material and the second core # are elastic through the channel steel and the drill The body plates are viscoelastically connected. And core. Material and front steel (Please read the precautions on the back before filling out this page) -I — — .η ----- tr ---- I! · --------- ----- 111 · --- HI ------- A8 B8 C8 D8 VI. Application for patent scope 15. For example, the viscoelastic diagonal brace of item 14 of the patent scope, where the aforementioned section steel is made of concrete section steel , I-shaped steel, reed-shaped assembly material, or I-shaped assembly material. (Please read the precautions on the back before filling out this page) — ^ — Order --------- Line _ Printed by the Consumer Consumption Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs -4- This paper size applies to Chinese national standards (CNS ) A4 size (210 X 297 mm)