460643 A7 B7 五、發明說明（1) 發明所屬技術領域 本發明係有關一種耐震補強金具，目的在於安裝於基 礎、柱、梁，桁等建築結構材之接合部，將其補強，俾即 使木造房屋因地震，颱風而承受強振，亦不致於毀壞。 習知技術 過去採用一面設有斜支柱、水平隅撐，一面安裝扒釘 等種種方法來作爲補強木造建築結構材之 法在&地震，:颱風等.而承受強振:倩形下.，、 ..... 份，時而結構材會於接合部脫離，時而會 建築物會於此接合部破壞，嚴重時，有傾 提議使甩第5圖以斜視圖所示補強金屬配 使承受地震，颱風等強振亦充份耐得住之 ’ 配件6 1係設有將高強度鋼製板材折曲成 片部6 2 a ，6 2 b之中間部向內折曲之 a，6 3 b之L形基材，熔接、固定折曲 折成之補強構件6 4於此L形基材6 2之 ，將吸震橡膠等製成之緩衝構件65緊固 6 2之多數部位上。 可藉L形基材62全體及其折曲膨出部6 吸收垂直、水平二方向之強振，恢復L形 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 閱 讀 背 之 注 經濟部智慧財產局員工消費合作社印製 、L型金屬配件 接合部之方法.:。,. -惟，上述、方: 補強效果並不充 破損，時而木造 毀之虞。 因此，有人 件6 1來作爲即 裝置。 .此補強金屬 L形，形成^二 折曲膨出部6 3 高強度鋼製板材 折曲角部6 2 c 於上述L形基材 據此，由於 3 a ，6 3 .b ， 項 再 填 寫 本 頁 -4 460643 A7 B7 五、發明說明（2) 基材6 2之變形，故木-造建築.物即使承受強振，亦鮮少易 於破壞、傾毀。… (請先閱讀背面之注意事項再«寫本1> '.' . ... . . .... . ' - ... 發明所欲解決之問顆 惟，上述補強金屬配件6 1係L型形狀之基材6 2 ’ 該基材6 2之二片在構造上接合正交之多數結構材，並非 具有三次元接合建築結構材之功能者。 又，由於補強構件6 4熔接、固定於丄形基材6 2上 . . . . ..... ，L形基材6 2之折曲角部6 2 c與補強構件6 4之折曲 n m 6 4 ；c ^ ^ ¾ w L # 恢復效果亦不充份。 本發明係爲解決此問題而作成者，目的在於提供一種 耐震補強金屬配件，藉由跨在立體交叉之多數建築結構材 之間，固定補強基材，俾吸收垂直方向、水平方向之振動 、繞垂直線之搖動，即使木造房屋因地震，颱風等而承受 強振，亦不致於毀壞，進一步提高耐震性能。 經濟部智慧財產局員工消費合作社印製 用以解決問題之手段 本發明係用以解決上述問題，達成其百的者，要旨在 於，提供一種耐震補強金屬配件，其係接合立體交叉之多 數建築結構材者，特徵在於，包含將板材折曲9 0°固定 於一建築結構材之第一補強基材，以及經由鉸鏈對稱該第 一補強基材配置，固定於另一建築結構材之第二補強基材 ，該第二補強基材係將板材折曲0 ° ，安裝具有橡膠彈 本紙張尺度適用中國國家標準（CNS>A4規格（210 X 297公釐） 附件1:4知洛祕號專利申請案一一'—— 中文說明書修正頁 r、'[痛ί JH 民國90年8月呈 __ί .丨__ 五、發明説明（3 ) 性之緩衝構件於其複數部位，由該緩衝構件居間，固定於 另一建築結構材上’接合前述另一建築結構材於前述一建 築結構材之構造。 (請先閲讀背面之注意事項再填寫本頁) 並且’向外彎曲上述第二補強基材之中間部，形成彎 曲膨出部，或向外複折曲中間部，形成折曲膨出部。 若前述板材爲高強度鋼、抗拉力強度、熔接性、切口 靭性、加工性、耐蝕性即甚優異、較佳。 發明之眚施形熊 以下根據圖式具體說明本發明耐震補強金屬配件之較 佳實施形態。 第1圖以斜視圖顯示本發明一實施例之安裝狀態，第 .2圖以平面圖顯示本發明一實施例之安裝狀態，第3圖以 分解斜視圖顯示本發明一實施例所用各構件，第4圖以斜 視圖顯不本發明另一實施例。 經濟部智慧財產局員工消費合作社印製 本發明如第1 ，3及4圖以斜視圖，或如第2圖以平 面圖所示，係一種固定立體交叉之多數建築結構材A，A 之耐震補強金屬配件，其由折曲板材90。固定於一建築 結構材A之第一補強基材ί，以及經由鉸鏈4，對稱該第 一補強基材1配置，固定於另一建築結構材A之第二補強 基材2構成’該第二補強基材2係折曲板材90° ，安裝 具有橡膠彈性之緩衝構件3於其複數部位，由該緩衝構件 3居間，固定於另一建築結構材A，將上述另一建築結構 材A接合於上述一建築結構材A之構造。 本紙張尺度適用中國國家標準（〇呢）八4規格.（210父297公釐）- 460643 A7 B7 五、發明說明（4-) - 並且，'向外彎曲上述第二補強基材n中間部，形成 具有圓弧面3 Ί之彎曲膨出部2 3，或向外複折曲中間部 ’形成具有平坦面2 4 1之折曲膨出部2 4，依需要，可 於上述第二補強基材2之彎曲膨出部23或折曲膨出部 24之大約中央，形成緩衝圓筒25。 根據本發明，於第二補強基材2之中間部之外側形成 彎曲或折曲膨出部2 3，2 4，同時，妾裝具有橡膠彈性 之緩衝構件3於固定片2 1，2 1之複數部位，且藉沿上 .. . .. .. .. .. _ __ 下方向彈性軸支承連結第一補強基材1:輿第二補強基材2 之絞鏈4，吸收垂直务:向，水:年方向振動V I 搖動’同時具備恢復力，增加木造房屋因地震，跪風等而: 承受強振下對抗力量集中，扭曲之對抗力，復依需要，藉 由於上述彎曲或折曲膨出部2 3，2 4之中間部之大約中 央形成緩衝圓筒25，進一步提高緩衝效果。 〔實施例〕 如第1，2及4圖所示，本發明係跨設於建築結耩材 A之例如立體交叉柱結構材A — 1與梁，衍結構材A - 2 之耐震補強金屬配件，由固定於柱結構材A— 1之第一補 強基材1，以及經由鉸鏈4對稱該第一補強基材1配置， 固定於梁，衍結構材A — 2之第二補強基材2構成。 上述第一補強基材1使並具柔軟性及剛性之鋼鐵材料 製板材成9 0 °之折曲角0 — 1折曲，作成沿柱結構材A —1之面固定其二片之固定部1 1，1 1，分別於其上穿 本紙張尺度適用中國國家標準（CNS)A4規格(210 X 297公釐） (請先閱讀背面之注意事項再填..«.木頁) 1ιιιιιιι·Γιίιι1 — — — ———I. 裝·！ΐ· !訂·！ •線ί丨丨！ 經濟部智慧財產局員工消費合作社印製 46〇643 經濟部智慧財產局員工消費合作社印製 A7 B7 五、發明說明（-5 λ ^ - 設長孔1 1 1 復於折曲角部形成Ω狀環圈軸支承部1 2 。亦可取代上述環圈軸支承部1 2，附設未圖示之筒狀軸 支承部。 並且，上述第二補強基材2使並具柔軟性及剛性之鋼 鐵材料製板材成9 〇 °之折曲角0 一 2折曲，於其折曲角 部附設筒狀軸支承部2 2，同時作成固定二片於梁，桁結 構材A — 2之固定片2 1 ’ 2 1，向外彎曲各個固定片 2 1 ’ 2 1 :之中.Γ間部，’形成具有圓弧面2 3 .1之彎曲膨出 ... ... ... ... ...... 部2 3 ’或向外複折曲固定片21 ，2 1之中間部，形成: . . ..... 具有平坦面2 4 1之拆曲膨出:部,2 4，依需 . · . . .. ... .... . . 曲或折曲膨出部2 3，2 3之大約中央形成緩衝圓筒。 復於上述第二補強基材2之固定片2 1，2 1之複數 部位穿設各個固定孔21 1，匹配該固定孔2 1 1之穿設 位置’安裝具有橡膠彈性之緩衝構件3。 安裝於上述第二補強基材2之固定片2 1，2 1之緩 衝構件3由具有彈性特性、耐久性佳之橡膠彈性之吸震橡 膠製成’於其背面側之與建築結構材Α抵接之抵接面，匹 配穿設於第二補強基材2之固定片2 1，2 1之複數部位 之固定孔2 1 1 ，穿設長孔，可進行第二補強基材2之安 裝微調’同時，於表面側形成抱持第二補強基材2之固定 片2 1之抱持片。 較佳者係採用結構鋼，尤佳者係採用高強度鋼來作爲 上述鋼鐵材料。高強度鋼係適當組合錳、矽、鎳、鉻、鉬 等合金元秦.，添加少量於低碳鋼·者，一般說來，其係抗張 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -I I I- —*L i I I I I I I I I J J .... ., .) ... 一 (請先閱讀背面之注意事項再^|^4頁>: 乂 ---訂..11^--—.-線 — 1----------17-----1------- 經濟部智慧財產局員工消費合作社印製 4 60 6 43 A7 — _ B7 _._ 五、發明說明（6) 力強度爲5 0 k g /m m 2，降伏點在3 〇 k g /m m 3以 上，熔接性、切口、靭性、加工性、耐蝕性優異者。 如第3圖所示，沿上下方向彈性軸支承連結上述第一 . _ 補強基材1與第二補強基材2之鉸鏈4係自形成於第一補 ." :強基材1之折曲角部之Ω狀環圈軸支承部，朝形成於第二 補強基材2之折曲角部之筒狀軸支承部2 2 ?沿箭頭方向 ，遊嵌軸心螺栓4 1 ’經由彈寶4 2，朝自上.述筒狀軸支 . . ........ ... ..... . ....... . . . 承部2 2下方突出之軸心螺栓4 1螺接螺帽.4 3，將it動 銷4 1 2插接於穿設在上述軸心螺栓4 1下部之銷孔 4 1 1而形成者。 . " . : , · ... ............. .... 以下依本發明補強金屬配件安裝於建築結構材A之順 序載述。’ 如第2及3圖所不首先，使用小螺釘或釘等固定元 件5，經由長孔1 1 1 ’將第一補強基材1之固定部1 1 暫時止動’固定於柱結構材A - 1之後，使第二補強基材 2之固定片21之筒狀軸支承部2 2對準第一補強基材1 之環圈軸支承部1 2，遊嵌軸心螺栓4 1，經由彈簧4 2 ，朝自筒狀軸支承部2 2下方突出之軸心螺栓4 1螺接螺 帽43,插接止動銷412於銷孔。 此後’使用固定元件5，經由固定孔2 1 1及緩衝構 件3之長孔，將第二補強基材2之固定片2 1固定於梁， 桁結構材A - 2，同時，確實將暫時gj定之固定元件5固 定於上述柱結構材A-1，結束本發明對建築結構材a之 安裝施工。' . - 私紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） II----i.-II --I —J— -----II!線 ” .· ...一..... (請先閱讀背面之注意事項再1!^^:1>··-·: 9 經濟部智慧財產局員工消費合作社印製 460643 A7 -. ___ B7_____ 五、發明說明（7) 根據上述本發明，在固定於柱結構材A - 1之第一補 強基材與固定於梁v桁結構材A -___2之第二補強基材2之 間，藉經由彈簧4 2沿上下方向彈性軸支承連結之鉸鏈4 吸收垂直方向之振動，同時，輔以彎曲或折曲膨出部2 3 ，2 4及緩衝圓筒2 5形成於第二補強基材2，由具有彈 性橡膠彈性之緩衝構件3，將固定片2 1固定於梁，衍結 構材A - 2，藉此吸收水平方向之振動，具有恢復力，結 果，即使木造房屋因地震，颱風等而承受垂直方向、水平 . ... ...... .. .... 方向之強振，亦增加其對力量集中、扭曲之對抗力。 . . . ... ...... 發明效果 由於本發明由上述構造形成，故奏得下述結果。 亦即，根據本發明，由於吸收加諸建築結構材之垂直 方向、水平方向之振動、繞垂直線之搖動，擴大恢復力， 故木造房屋即使因地震等而承受強振，亦增加其對抗力， 奏得進一步提高耐震性能之作用效果。 ' 圖式之簡單說明 第1圖以斜視圖顯示本發明一實施例之安裝狀態。 第2圖以平面圖顯示本發明一實施例之安裝狀態。 第3圖以展開斜視圖顯示本發明一實施例所用各構件 0 第4圖以斜視圖顯示本發明另一實施例。· 第5圖以斜視圖顯示習知例。· 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）~~~~' ' ： ! I I IL — — — — — — — — i I 1 I I Γ I ^ ·1111111 — ... ---/ (.請先閱讀，背面之注意事項再填灰本頁) 460643 A7 B7 五、發明說明（8) 符號說明 一 1 第一補強基材 11 固定部 111 長孔 12 環圏軸支承部 2 第二補強基材 2 1 固定片 211 固定孔 2 2 筒狀軸支承部 2 3 彎曲膨出部1 2 3 1 圓弧面 2 4 折曲膨出部 2 4 1 平坦面 25 緩衝圓筒 3 緩衝構件 4 絞鍵 經濟部智慧財產局員工消費合作社印製 41 軸心螺栓 4 1 1 '銷孔 4 1 2 止動銷 4 2 彈簧 4 3 螺帽 5 固定元件 A 建築結構材 私紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 11 - 460643460643 A7 B7 V. Description of the invention (1) Technical field of the invention The present invention relates to an earthquake-resistant reinforcing metal fitting, which is intended to be installed at the joints of building structural materials such as foundations, columns, beams, trusses, etc. to reinforce them, even for wooden houses Strong vibrations caused by earthquakes and typhoons will not cause damage. In the past, conventional techniques have adopted various methods, such as installing diagonal support, horizontal bracing, and installing nails on the side, as a method of reinforcing wooden building structural materials during & earthquakes: typhoons, etc., and withstanding strong vibration: under the shape of a Qian. ,,, ....., sometimes the structural material will be detached at the joint, and sometimes the building will be destroyed at this joint. In serious cases, it is proposed to make the metal reinforcement shown in the oblique view as shown in Figure 5 Strong vibrations such as earthquakes and typhoons are also sufficiently resistant. The accessory 6 1 is provided with a middle part of a high-strength steel plate that is bent into pieces 6 2 a and 6 2 b. The L-shaped base material is welded, fixed and bent to reinforce the reinforcing member 64. At this L-shaped base material 62, a buffer member 65 made of shock-absorbing rubber or the like is fastened to most parts of 62. The entire L-shaped substrate 62 and its bulging bulges 6 can absorb strong vibrations in both vertical and horizontal directions to restore the L-shape. The paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm). Note: The method of printing and L-shaped metal fitting joints by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs :. ,. -However, the above and the side: the reinforcement effect is not sufficient to break, sometimes made of wood. Therefore, there is a piece of 61 as the immediate device. This reinforcing metal is L-shaped to form a bi-folded bulged portion 6 3 A high-strength steel plate bent corner portion 6 2 c Based on the above-mentioned L-shaped base material, due to 3 a, 6 3 .b, fill in the items again This page-4 460643 A7 B7 V. Description of the invention (2) The deformation of the base material 6 2 makes wood-built buildings and objects rarely susceptible to damage and dumping even when subjected to strong vibration. … (Please read the precautions on the back before «Writing 1 > '.'. ........ '-... The problem to be solved by the invention, but the above reinforced metal fittings 6 1 series L Shaped base material 6 2 ′ The two pieces of the base material 6 2 are structurally joined with many orthogonal structural materials, and are not those having the function of three-dimensional joining of structural structural materials. In addition, the reinforcing member 64 is welded and fixed to On the 基材 -shaped base material 6 2......, The bent corner portion 6 2 c of the L-shaped base material 62 and the bending nm 6 4 of the reinforcing member 64; c ^ ^ ¾ w L # The restoration effect is not sufficient. The present invention was made to solve this problem, and the purpose is to provide an earthquake-resistant and reinforced metal fitting, which fixes the reinforced base material by crossing between three-dimensionally intersecting most building structural materials, so as to absorb the vertical direction. The horizontal vibration and the vibration around the vertical line, even if the wooden houses are subjected to strong vibration due to earthquakes, typhoons, etc., will not be destroyed, and the earthquake resistance performance will be further improved. The Intellectual Property Bureau of the Ministry of Economic Affairs's Consumer Cooperatives printed methods to solve problems The present invention is intended to solve the above problems and achieve one hundred of them, The aim is to provide an earthquake-resistant and reinforced metal fitting which joins most of the structural structural materials that cross three-dimensionally, and is characterized in that it comprises a first reinforcing base material that is bent by 90 ° and fixed to a structural structural material, and is symmetrical through a hinge. The first reinforcing base material is configured and fixed to the second reinforcing base material of another building structural material. The second reinforcing base material bends the board by 0 °, and the paper with rubber bullets is installed in accordance with Chinese national standards (CNS > A4 specification (210 X 297 mm) Attachment 1: 4 Zhiluo Mi Patent Application-one of the revised Chinese manual r, '[痛 ί JH August 1990 __ί. 丨 __ V. Description of the invention (3) A buffer member of the nature is located at a plurality of positions, and the buffer member is interposed and fixed on another building structural material to 'join the other building structural material to the structure of the aforementioned one. (Please read the back first (Notes on this page, please fill in this page again) and 'bend the middle part of the second reinforcing substrate outward to form a curved bulge, or bend the middle part outward to form a bulged bulge. If the board is high strength Steel, tensile strength, weldability, notch toughness, processability, and corrosion resistance are very good and better. The invention of the invention The following is a detailed description of the preferred embodiment of the seismically reinforced metal fittings of the present invention based on the drawings. Fig. 1 shows the installation state of an embodiment of the present invention in an oblique view, Fig. 2 shows the installation state of an embodiment of the present invention in a plan view, and Fig. 3 shows the components used in an embodiment of the present invention in an exploded oblique view. The figure shows another embodiment of the present invention in an oblique view. The consumer cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs printed this invention as an oblique view, as shown in Figs. 1, 3, and 4, or as a plan view of Fig. 2, which is a fixed type. Most of the building structural materials A and A which cross three-dimensionally are earthquake-resistant reinforced metal fittings, which are made of bent sheet 90. The first reinforcing substrate 1 fixed to a building structural material A, and the first reinforcing substrate 1 is symmetrically arranged via a hinge 4 and the second reinforcing substrate 2 fixed to another building structural material A constitutes the second The reinforcing base material 2 is a bent plate 90 °, and a rubber elastic buffer member 3 is installed at a plurality of positions. The buffer member 3 is interposed, fixed to another building structural material A, and the other building structural material A is connected to The above-mentioned structure of a building structural material A. This paper size is in accordance with Chinese National Standard (0?) 8 4 specifications. (210 father 297 mm)-460643 A7 B7 V. Description of the invention (4-)-And, 'Middle the second reinforcing substrate n outwards To form a curved bulge 2 3 with a circular surface 3 ，, or to bend outwards to form a curved bulge 2 4 with a flat surface 2 4 1, as required, the second reinforcement Approximately the center of the curved bulging portion 23 or the curved bulging portion 24 of the base material 2 forms a buffer cylinder 25. According to the present invention, a curved or bent bulging portion 2 3, 2 4 is formed on the outer side of the middle portion of the second reinforcing base material 2, and at the same time, a buffer member 3 having rubber elasticity is mounted on the fixing piece 2 1, 2 1 Plural locations, and the first reinforcement substrate 1: the second reinforcement substrate 2 hinge 4 is connected by the elastic shaft support in the up .......... , Water: Vibration in the year direction VI Shaking 'At the same time, it has resilience, which increases the wooden houses due to earthquakes, kneeling winds, etc .: Under strong vibrations, the resistance force is concentrated, the resistance force is distorted, and it is restored as needed due to the above-mentioned bending or flexing. A buffer cylinder 25 is formed at approximately the center of the middle portion of the portions 2 3 and 24, further improving the buffering effect. [Embodiment] As shown in Figures 1, 2 and 4, the present invention is an earthquake-resistant reinforced metal fitting such as a three-dimensional cross-pillar structural material A-1 and a beam, and a structural material A-2, which is located on a building structural material A. It is composed of a first reinforcing base material 1 fixed to a column structural material A-1, and a symmetrical configuration of the first reinforcing base material 1 via a hinge 4 and fixed to a beam, and a second reinforcing base material 2 of a structural material A-2. . The above-mentioned first reinforcing base material 1 bends a steel sheet made of steel material which has flexibility and rigidity to a bending angle of 0 ° of 0 ° to 1 ° to form a fixing portion for fixing the two pieces along the surface of the column structural material A-1. 1 1, 1 1. The size of this paper is worn on it. Applicable to China National Standard (CNS) A4 (210 X 297 mm) (please read the precautions on the back before filling in .. «. Wood page) 1ιιιιιιι · Γιίιι1 — — — ——— I. Outfit! Hey! Order! • Line ί 丨 丨! Printed by the Employees 'Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs, which is printed by 04063. Printed by the Consumers' Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs, which is printed by A7 B7. Circumferential shaft support portion 12. A cylindrical shaft support portion (not shown) may be attached instead of the cyclic shaft support portion 12. In addition, the second reinforcing base material 2 is a steel material having flexibility and rigidity. The plate is bent at a bending angle of 0 to 90 °, and the tube is supported by a cylindrical shaft support 2 at the bending angle. At the same time, two fixed pieces are fixed to the beam, and the truss structural material A-2 is a fixed piece 2 1 '2 1, bending each of the fixing pieces 2 1' 2 1: middle. Γ intermediary portion, 'form a curved bulge with a circular arc surface 2 3 .1 ... ... .... ..... Part 2 3 ′ or the middle part of the outwardly bent fixing piece 21, 2 1 forms:.. ..... Disassembly and bulging with a flat surface 2 4 1: Part, 2 4 As required. ·.................... Plural parts of 2 1, 2 1 The fixing hole 21 1 matches the wearing position of the fixing hole 2 1 1 'to install a buffer member 3 having rubber elasticity. The buffer member 3 installed to the fixing piece 2 1, 2 1 of the second reinforcing base material 2 is elastic. The rubber shock-absorbing rubber with good characteristics and good durability is made of the abutting surface on the back side that abuts with the building structural material A, and matches the plurality of fixing pieces 2 1, 2 1 that are worn on the second reinforcing base material 2. The fixing holes 2 1 1 at the parts are perforated with long holes, and the installation fine adjustment of the second reinforcing base material 2 can be performed. At the same time, the holding piece of the fixing piece 21 holding the second reinforcing base material 2 is formed on the surface side. The best ones use structural steel, and the best ones use high-strength steel as the steel material. High-strength steels are appropriately combined with alloys such as manganese, silicon, nickel, chromium, and molybdenum, and a small amount of low-carbon steel is added. In general, the paper size of the paper is applicable to the Chinese National Standard (CNS) A4 (210 X 297 mm) -II I- — * L i IIIIIIIIJJ .....,.) ... Please read the notes on the back before ^ | ^ 4 pages >: 乂 --- Order .. 11 ^ ----.- line — 1 ---------- 17 ----- 1 ------- Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 4 60 6 43 A7 — _ B7 _._ V. Description of the invention (6) The strength is 50 kg / mm 2 , The drop point is more than 30 kg / mm 3, and excellent weldability, notch, toughness, processability, corrosion resistance. As shown in Figure 3, the above-mentioned first axis is connected by the elastic shaft support in the up and down direction. _ The hinge 4 of the reinforcing base material 1 and the second reinforcing base material 2 is formed in the first reinforcement. &Quot; The Ω-shaped ring shaft support portion of the curved corner portion is directed toward the cylindrical shaft support portion 2 2 formed at the bent corner portion of the second reinforcing base material 2 in the direction of the arrow, and the axial bolt 4 1 ′ is inserted through the bullet 4 2, upward from above. Said cylindrical shaft support........... The bolt 41 is screwed to the nut. 4 3, and the it moving pin 4 1 2 is inserted into the pin hole 4 1 1 formed at the lower part of the above-mentioned axial bolt 41. ".:, · ... ............. The following describes the order in which the reinforcing metal fittings are installed on the building structural material A in accordance with the present invention. '' As shown in Figures 2 and 3, first use fixing elements 5 such as small screws or nails to fix the fixing part 1 1 of the first reinforcing substrate 1 temporarily through the long hole 1 1 1 'fixed to the column structural material A -After 1, align the cylindrical shaft support portion 2 2 of the fixing piece 21 of the second reinforcement base material 2 with the ring shaft support portion 12 of the first reinforcement base material 1, and insert the axial bolt 41 1 through the spring. 4 2, the shaft bolt 41 protruding toward the lower side of the cylindrical shaft support portion 2 2 is screwed to the nut 43, and the stopper pin 412 is inserted into the pin hole. After that, the fixing element 5 is used to fix the fixing piece 21 of the second reinforcing base material 2 to the beam, the truss structural material A-2 through the fixing hole 2 1 1 and the long hole of the buffer member 3, and at the same time, it will be temporarily gj The fixed fixing element 5 is fixed to the above-mentioned column structure material A-1, and the installation and construction of the building structure material a according to the present invention is completed. '.-Private paper size applies to China National Standard (CNS) A4 (210 X 297 mm) II ---- i.-II --I —J— ----- II! Line ".. .. I ..... (Please read the precautions on the back and then 1! ^^: 1 > ··-·: 9 Printed by the Intellectual Property Bureau Staff Consumer Cooperatives of the Ministry of Economic Affairs 460643 A7-. ___ B7_____ 5. Description of the invention ( 7) According to the present invention, between the first reinforcing base material fixed to the column structural material A-1 and the second reinforcing base material 2 fixed to the beam v-truss structural material A -___ 2, the upper and lower sides are passed through the spring 4 2 The hinge 4 connected with the elastic shaft support in the direction absorbs the vibration in the vertical direction. At the same time, it is formed on the second reinforcing base material 2 by bending or bending the bulges 2 3, 2 4 and the buffer cylinder 25. The buffer member 3 fixes the fixing piece 21 to the beam and the structural material A-2, thereby absorbing the horizontal vibration and having a restoring force. As a result, even if the wooden house is subjected to vertical and horizontal due to earthquakes, typhoons, etc. ............... The strong vibration of the direction also increases its resistance to concentration and distortion of the force... Formed by the above structure, the following results are obtained. That is, according to the present invention, since the vertical and horizontal vibrations and vibrations about the vertical lines added to the building structural materials are absorbed, the restoring force is expanded. Suffering from strong vibrations such as earthquakes, it also increases its resistance to the effect of further improving the seismic performance. '' Brief description of the drawings Figure 1 shows the installation state of an embodiment of the present invention in a perspective view. Figure 2 shows a plan view The installation state of an embodiment of the present invention. Fig. 3 shows the components used in one embodiment of the present invention in an expanded oblique view. Fig. 4 shows another embodiment of the present invention in an oblique view. Fig. 5 shows a conventional view in oblique view. For example. · This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) ~~~~ '':! II IL — — — — — — — — — i I 1 II Γ I ^ · 1111111 — ... --- / (. Please read, the notes on the back, and then fill in this page) 460643 A7 B7 V. Description of the invention (8) Symbol description 1 1 The first reinforcing substrate 11 Fixing part 111 Long hole 12 Ring Stern shaft support 2 Second reinforcement Base material 2 1 Fixing piece 211 Fixing hole 2 2 Cylindrical shaft support 2 3 Curved bulge 1 2 3 1 Arc surface 2 4 Folded bulge 2 4 1 Flat surface 25 Buffer cylinder 3 Buffer member 4 Twisted Key Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs, Consumer Cooperatives 41 Shaft Bolts 4 1 1 'Pin Holes 4 1 2 Stop Pins 4 2 Springs 4 3 Nuts 5 Fixing Elements A Building Structural Materials Private Paper Standard Applies to Chinese National Standards (CNS) A4 size (210 X 297 mm) 11-460643
五、發明説明（9 A - 1 柱結構材 A - 2 梁，桁結構材 6 1 2 4 補強配件 L形基材 > 6 2 b ，6 4 c -63b 補強構件 緩衝構件 兩片部 折曲角部 折曲膨出部 (請先閱讀背面之注意事項再填寫本頁)V. Description of the invention (9 A-1 Column structural material A-2 Beam, Truss structural material 6 1 2 4 Reinforcement fitting L-shaped base material > 6 2 b ， 6 4 c -63b Reinforcement member buffer member two pieces bent Corner bends and bulges (please read the precautions on the back before filling this page)
,1T 經濟部智慧財產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規格( 210X297公釐） -12-, 1T Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs This paper is applicable in China. National Standard (CNS) A4 Specification (210X297 mm) -12-