A B7 經濟部智慧財產局員工消費合作社印製 (1 Γ ~~~^ 一~' 發明所屬技術領城 本發明係有.關一種耐震補強金屬配件，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、颱風等而承受強振，亦不致於毀 壞。 習知技術 過去採用而設有斜支柱、水平隅撐、一面安裝扒釘、 L·型金屬配件等種種方法來作爲補強木造建築物結構材之 接合部之方法。 惟，上述方法在因地震 '颱風等而承受強振情形下補 強效果並不充份，時而結構材會於接合部脫離，時而會破 損’時而木造建築物會於此接合部破壞，嚴重時·，有傾毀 之虞_。 因此’有人提議使用第6圖以斜視圖所示補強金屬配 件4 1來作爲即使承受地震、颱風等強振亦充份耐得住之 裝置。 此補強金屬配件4 1係設有將高強度鋼製板材折曲成 L形，形成於二片部4 2 a、4 2 .b之中間部向內折曲之 折曲膨出部43 a、43b之L形基材4 2，熔接、固定 高強度鋼製板折曲而成之補強構件4 4於此L形基材4 2 之折曲角部4 2 c，緊固吸震橡膠等製成之緩衝構件4 5 於上述L形基材4 2之多數部位上。 攄此，由於可藉L形基材4 2全體及其折曲膨出部 . nn - - -11. 11 - I 1 - - I n IΓ ! . ·’ . —^^1. 一 V {請先閲讀背面之注意事項再填寫本頁) 本纸張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） -4- 7939 A7 B7 五、發明說明g ) 4 3 a、4 3 b吸收垂直、水平二方向之強振，恢復L形 基材4 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。 發明所欲解決之問頴 惟，上述補強金屬配件4 1係L型形狀之基材4 2 ’ 該基材4 2之二片在構造上，受限於須跨設，安裝於正交 之結構材之同一內面側，例如在待接合之結構材彼此間有 其他結構材等情形下，這會構成障礙，產生補強金屬配件 4 1無法安裝之不便情形。 又，由於熔接、固定補強構件44於L形基材4 2 ’ 使L形基材4 2之折曲角部4 2 c.與補強構件4 4之折曲 角部4 4 c密接，故彈性變形量小，L形基材4 2變形恢 復之效果亦不充份。 本發明係爲解決此等問題點而作成者，目的在於提供 一種耐震補強金屬配件，其擴大吸收垂直方向、水平方向 之振動、繞垂直線之搖動之效果，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 用以解決問題之手段 本發明係用以解決上述問題，達成此目的者，其要旨 在於提供一種耐震補強金屬配件，特徵爲，包含朝一方向 扭彎折曲板材之二端部，形成各個固定片之補強基材，以 本紙張尺度適用中國國家標準（CNS)A‘l規格（210 * 297公釐） 請 先 閱 讀 背 面 之 注 意 事 項 瑱 本 頁 經濟部智慧財產局員工消費合作杜印製 -5- 經濟部智慧財產局員工消費合作社印製 ^ β 7 9β9 a? Β7 五、發明說明$ ) 及具有橡膠彈性之緩衝構件，由該緩衝構件居間’固定前 述補強基材於建築結構材上。 且其向外複折曲上述補強基材之中間部，形成折曲膨 出部，或向外彎曲成彎曲膨出部，較佳地，於折曲膨出部 或彎曲膨出部之大約中央形成緩衝圓筒。 若前述板材爲高強度鋼、抗張力強度、熔接性、切口 靭性、加工性、耐蝕性即甚優異，較佳。 發明之實施形態 以下根據圖式就本發明耐震補強金屬配件之較佳實施 形態具體說明。 第1圖以斜視圖顯示本發明一實施例，第2圖以斜視 圖顯示本發明一實施例安裝於建築結構材之狀態，第3圖 以剖視圖顯示第2圖之X _ X箭頭線，第4圖以斜視圖顯 示本發明另一實施例，第5圖以部份斜視圖顯示形成於本 發明j甫強基材之固定片之扭彎折曲角。 本發明如第1、2及4圖以斜視圖所示。特徵在於， 由朝一方向扭彎折曲板材二端部以形成各個固定片1 1、 1 1之補強基材1，以及具有橡膠彈性之緩衝構件2構成 ，由該緩衝構件2居間，固定上述補強基材1於建築結搆 材A，又’向外複折曲上述補強基材1之中間部j 2，形 成具有平坦面之折曲膨出部1 3，或向外彎曲上述補強基 材1之中間部1 2 ，形成彎曲膨出部1 4 ，並且，較佳地 ，於上述補強基材1之中間部1 2之大約中央形成緩衝圓 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） J-----------裝-------1 訂Ί---------線 h - „ ' \ (請先閱讀背面之注意事項斗填寫本頁) "6 - 經濟部智慧財產局員工消費合作社印製 467989 Λ7 B7 五、發明說明e )A B7 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs (1 Γ ~~~ ^ 一 ~ 'The invention belongs to the technical leadership of this invention. The present invention relates to an earthquake-resistant reinforced metal fitting intended to be installed on the foundation' column, beam, and truss. Such as the joints of building structural materials, it will be reinforced, even if the wooden house is subjected to strong vibration due to earthquakes, typhoons, etc., it will not be destroyed. In the past, the conventional technology is equipped with inclined pillars, horizontal braces, one side is installed with nails, Various methods such as L-shaped metal fittings are used as methods to reinforce the joints of structural materials of wooden buildings. However, the above methods are not sufficient in the case of strong earthquakes due to earthquakes, typhoons, etc., sometimes the structural materials may The joint part is detached and sometimes damaged. 'Sometimes, wooden buildings may be damaged at this joint part. In serious cases, there is a risk of dumping.' Therefore, someone proposed to use Figure 6 to reinforce the metal fittings as shown in the oblique view. 4 1 It is used as a device that is sufficiently durable even under strong vibrations such as earthquakes and typhoons. This reinforcing metal fitting 41 is provided with a high-strength steel plate that is bent into an L shape and is formed in two pieces 4 2 a, 4 2 .b The L-shaped base material 4 2 of the bent bulging portions 43 a and 43 b bent inward at the middle portion, and a reinforcing member 4 4 formed by welding and fixing a high-strength steel plate is bent. The bent corner portion 4 2 c fastens a buffer member 4 5 made of shock-absorbing rubber to most parts of the above-mentioned L-shaped base material 42. Therefore, the entire L-shaped base material 4 2 and its bending can be borrowed. Bulge. Nn---11. 11-I 1--I n IΓ!. · '. — ^^ 1. One V (Please read the precautions on the back before filling out this page) This paper size applies to China National Standard (CNS) A4 specification (210X297 mm) -4- 7939 A7 B7 V. Description of the invention g) 4 3 a, 4 3 b Absorb strong vibrations in vertical and horizontal directions to restore the deformation of L-shaped substrate 42. Therefore, even if wooden buildings are subjected to strong vibration, they are rarely easily damaged or dumped. The problem to be solved by the invention is that the above-mentioned reinforcing metal fitting 4 1 is an L-shaped base material 4 2 ′. The two pieces of the base material 4 2 are structurally limited to be cross-mounted and installed in an orthogonal structure. The same inner surface side of the material, for example, in the case where the structural materials to be joined have other structural materials between each other, etc., this will constitute an obstacle, resulting in the inconvenience that the reinforcing metal fitting 41 cannot be installed. In addition, since the reinforcing member 44 is welded and fixed to the L-shaped base material 4 2 ′, the bent corner portion 4 2 c of the L-shaped base material 4 2 and the bent corner portion 4 4 c of the reinforcing member 4 4 are in close contact with each other, so the elasticity is elastic. The amount of deformation is small, and the effect of recovering the deformation of the L-shaped substrate 42 is not sufficient. The present invention was made to solve these problems, and the purpose is to provide an earthquake-resistant reinforced metal fitting that expands the effect of absorbing vertical and horizontal vibrations and shaking around vertical lines, even if wooden houses are affected by earthquakes, typhoons, etc. The present invention is intended to solve the above-mentioned problems and achieve this object. The purpose of the present invention is to provide an earthquake-resistant reinforced metal fitting, which is characterized by including twisting in one direction. Bend the two ends of the sheet to form a reinforcing base for each fixed piece. The Chinese national standard (CNS) A'l specification (210 * 297 mm) is applied to this paper size. Please read the precautions on the back first. Printed by the Intellectual Property Bureau of the Ministry of Intellectual Property, Du Printing-5- Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ^ β 7 9β9 a? Β7 V. Description of the invention $) and a buffer member with rubber elasticity, which is interposed by the buffer member ' The aforementioned reinforcing substrate is fixed on the building structural material. And it is bent outwardly to bend the middle part of the reinforcing base material to form a bent bulge, or to bend outward into a curved bulge, preferably, at about the center of the bulge or bulge. Form a buffer cylinder. If the aforementioned plate is high-strength steel, tensile strength, weldability, notch toughness, workability, and corrosion resistance are excellent, it is preferable. Embodiments of the Invention The preferred embodiments of the earthquake-resistant reinforced metal fittings of the present invention will be specifically described below with reference to the drawings. FIG. 1 shows an embodiment of the present invention in an oblique view, FIG. 2 shows a state in which an embodiment of the present invention is installed on a building structural material in an oblique view, and FIG. 3 shows a cross-sectional view of the X_X arrow line in FIG. FIG. 4 shows another embodiment of the present invention in an oblique view, and FIG. 5 shows a twisted bending angle of a fixing piece formed on a strong substrate of the present invention in a partially oblique view. The present invention is shown in a perspective view as shown in Figs. 1, 2 and 4. It is characterized in that it consists of a reinforcing base material 1 that is bent and bent at two ends of a plate in one direction to form each fixing piece 1 1 and 1 1 and a cushion member 2 having rubber elasticity. The cushion member 2 is interposed to fix the reinforcement. The base material 1 is formed on the building structural material A, and the intermediate portion j 2 of the reinforcing base material 1 is further bent outward to form a curved bulging portion 13 having a flat surface, or the reinforcing base material 1 is bent outwardly. The middle portion 1 2 forms a curved bulging portion 1 4, and preferably, a buffer circle is formed at about the center of the middle portion 12 of the reinforcing base material 1, and the paper size is in accordance with the Chinese National Standard (CNS) A4 specification (210 X 297 mm) J ----------- install ------- 1 order --------- line h-„'\ (Please read the note on the back first (Please fill in this page) " 6-Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs Employee Cooperatives 467989 Λ7 B7 V. Invention Description e)
/tvV 同。 . 根據本發明|由於緩衝構件2緊固於補強基材1 ，且 於補強基材1之中間部1 3之外側形成折曲或彎曲膨出部 13、 1 4 _，故擴大垂直方向、水平方向之振動、繞垂直 線之搖動之吸收及恢復力，增加木造房屋因地震、颱風等 而承受強振之對抗力量等集中，扭曲之對抗力，又，若於 上述折曲或彎曲膨出部1 3、 1 4之中間部1 2之大約中 央形成緩衝圓筒，即藉由其緩衝效果，進一步提高耐震性 能。. 又，如第2圖所示，由於即使待接合之建築結構材A 彼此間有其他結構材，亦可避開該其他結構材，安裝補強 金屬配件，故適用於習知補強金屬配件無法安裝處所，極 爲便利。 〔實施例〕 本發明耐震補強金屬配件由補強基材1及緩衝構件2 構成’補強基材1以並具柔軟性及剛性之5 m m (毫米） 厚鋼鐵材料製板材爲素材較佳，如第1、 4圖所示，藉由 朝一方向扭彎折曲板材之二端部，形成各個具有端片1 7 、17之固定片11、 11。 較佳者係採用結構鋼，尤佳者係採用高強度鋼來作爲 鋼鐵材料。高強度鋼係適當組合錳、矽、鎳、鉻、鉬等合 金兀素而添加少量於低碳鋼者。一般說來，其係丨几拉強度 爲5 0 k g (公斤）/ mm2 毫米，降伏點在3 〇 本紙張尺度過用中囤國家標卓（CNS)A4規格<21〇 X 297公釐〉 H 4— 4J if n n n I I Imyr fl HI 1 1^1 1— I VK ϋ 1^1 I ϋ · ': -(請先閱讀背面之注意事項再填寫本頁) A67989 A7 B7 五、發明說明自) k g /m m 2以上，熔接性、切口韌性、加工性、耐蝕性優 異者。 由於須沿截面角柱狀建築結構材A之側面固定補強基 材，故如第5圖以部分斜視圖所示，形成板材二端部之固 定片11、 11之扭彎折曲角設定成自箭頭X方向所成角 度Θ-1爲90°·，同時，固定片11、 11之折曲部中 自箭頭Y方向所成角度0 - 2對應於對建築結構材安裝之 角度適當設定。 又，於上述固定片11、 11鑿設固定孔16，其用 來由緩衝構件2居間，將小螺釘、釘等固定元件3固定於 基礎、柱、梁、桁等建築結構材A。 並且，上述補強基材1係如第1圖所示，向外複折曲 其中間部1 2，形成具有平坦面1 3 1之折曲膨出部1 3 ，或如第4圖所示，向外彎曲中間部1 2，形成具有圓弧 面1 4 1之彎曲膨出部1 4者。 又，較佳地，可向內或向外膨出形成上述折曲膨出部 1 3或彎曲膨出部1 4之大約中央f作成用來賦與更大緩 衝效果之緩衝圓筒1 5。 安裝於上述補強基材1之抵接部1 1、1 1之緩衝構 件2係具有彈性特性、耐久性良好之橡膠彈性之吸震橡膠 ，如第3圖所示，於背面具有抵接建築結構材A之抵接面 22，於表面具有抱持補強基材1之固定片1 1之抱持部 2 3，同時，於其中央部鑿設調整孔2 1 ，可作補強基材 1之安裝微調。 本紙張尺度通用中國國家標準（CNS)A4規格（2〗0 X 297公釐） 請 先 閱 讀 背 面 之 注 意 事 項 再 填；户 I裝 頁 tr I t 經濟部智慧財產局員工消費合作社印製 -8- 467^89 Λ7 _____ Β7 五、發明說明㊁) 以下記述本發明安裝順序。 如第2圖所示，預先將緩衝構件2安裝於二補強基材 1、1之固定片11上固定於建築結構材A之梁構件A — 1之部位以及固定於短柱構件A - 2之部位，於圖式中， 在使用固定元件3，由緩衝構件2居間，固定一補強基材 1下部之固定片1 1於梁構件A- 1上之後，使用固定元 件3，由緩衝構件2居間，沿短柱構件A — 2之一面a 1 及二面a 2，固定一補強基材1上部之固定片1 1。 然後使用固定元件3，由緩衝構件2居間，將另一補 強基材1下部之固定片1 1固定於梁構件A- 1上，此後 ，使用固定元件3，由安裝於固定片1 1之端片1 7緩衝 構件2居間，沿短柱構件A — 2之三面a 3及四面a 4 , 固定另一補強基材1上部之固定片1 1 ，藉此，可確實接 合建築結構材A之梁構件A- 1與短柱構件A— 2。 並且 > 上述二補強基材1、 1可一起避開另一結構材 ’確實接合粱構件A— 1與短柱構件A - 2。 經濟部智慧財產局員工消費合作社印製 ί-----------裝--- {請先閱讀背面之注意事項再填寫本頁) 上述實施例固然就接合建築結構材A之梁構件A - 1 與短柱構件A - 2之情形加以說明，惟不限於此，可有效 使用於柱構件與桁構件之間，或梁構件舆桁構件之間等之 接合。 根據上述本發明’如第2圖所示，在例如待接合之建 築結構材A之梁構件A _ 1與短柱構件a - 2彼此之間有 其他結構材B時，可避免補強金屬配件無法安裝之習知不 便情形，同時藉由輔以形成於補強基材1之折曲膨出部 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） Λ7 Λ7 經濟部智慧財產局員工消費合作社印製 137 五、發明說明f ) 1 3、彎曲膨出部1 4或緩衝圓筒之形成，於建築結構材 A與補強基材1之間介設具有橡膠彈性之緩衝構件，擴大 加諸建桌結構材A之垂直方向、水平方向之振動、繞垂直 線之搖動之吸收及恢復力，因此，獲得即使木造房屋因地 震、颱風等而承受強振亦增加對抗力量集中、扭曲之對抗 力，更提高耐震性能之作用效果。 發明效果 由於本發明以上述構造作成，故奏得下述效果。 亦即，根據本發明。由於擴大加諸建築結構材之垂直 方向、水平方向之振動、繞垂直線之搖動之吸收及恢復力 1故增加木造房屋因地震等而承受強振之抵抗力，進一步 提高耐震性能，同時，由於即使待接合之結構材彼此間有 其他結構材，亦可避開該其他結構材，安裝補強金屬配件 ，故奏得極便利之作用效果。 圖式之.簡單說明 ’ 第1圖以斜視圖顯示本發明一實施例。 第2圖以斜視圖顯示本發明一實施例安裝於建築結構 材之狀態。 第3圖以剖視圖顯示第2圖之X - X箭頭線。 第4圖以斜視圖顯示本發明另一實施例。 第5圖以部份斜視圖顯示形成於本發明補強基材之固 _ /b Η <扒曲角。 " 本紙張尺度適用t國國家標準（CNS)A4規格（210 X 297公发） J ----— .1 ^ ---— 1 I I 1 訂-------- (請先間讀背面之注意事項再填寫本頁) -10 - 467989 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明$ ) 第6圖以斜視圖顯示習知例。 符號說明 I 補強基材 II 固定片 12 中間部 13 折曲膨出部 1 3 1_ 平坦面 1 4 _彎曲膨出部 141 圓弧面 1 5 緩衝圓筒 16 固定孔 17 端片 2 緩衝構件 2 1 調整孔 2 2 抵接面 — 2 3 抱持部 3 固定元件 A 建築結構材 A - 1 梁構件 A - 2 短柱構件 B 其他結構材 -—r-----------..,,/ --- (請先閱讀背面之注意事項再填寫本頁) _旅>_ 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -11 -/ tvV Same. According to the present invention | Because the buffer member 2 is fastened to the reinforcing base material 1 and a bent or curved bulging portion 13, 1 4 _ is formed on the outer side of the middle portion 1 3 of the reinforcing base material 1, the vertical direction and the horizontal direction are enlarged. Vibration in the direction and absorption and restoring force of the vibration around the vertical line increase the resistance and distorted resistance of wooden houses under strong vibration due to earthquakes, typhoons, etc. If the bending or bending of the bulge 1 A buffer cylinder is formed at about the center of the middle part of 3, 1 and 12, which means that its shock resistance is further improved by its buffer effect. In addition, as shown in FIG. 2, even if there are other structural materials between the building structural materials A to be joined, the other structural materials can be avoided and the reinforcing metal fittings can be installed, so it is applicable to the conventional reinforcing metal fittings that cannot be installed. Premises are extremely convenient. [Example] The earthquake-resistant reinforcing metal fitting of the present invention is composed of a reinforcing base material 1 and a cushioning member 2; the 'reinforcing base material 1' is made of a 5 mm (mm) thick steel material plate having both flexibility and rigidity. As shown in Figs. 1 and 4, by bending and bending the two ends of the plate in one direction, each of the fixing pieces 11, 11 having end pieces 17, 17 is formed. The better one uses structural steel, and the better one uses high-strength steel as the steel material. High-strength steels are those in which a small amount of low-carbon steel is added by appropriately combining alloy elements such as manganese, silicon, nickel, chromium, and molybdenum. Generally speaking, its tensile strength is 50 kg (kg) / mm2 mm, and its drop point is 30% of the paper size used in the national standard (CNS) A4 specifications < 21〇X 297 mm> H 4— 4J if nnn II Imyr fl HI 1 1 ^ 1 1— I VK ϋ 1 ^ 1 I ϋ · ':-(Please read the precautions on the back before filling out this page) A67989 A7 B7 V. Description of invention since) kg / mm 2 or higher, excellent weldability, notch toughness, processability, and corrosion resistance. Since the reinforcing base material must be fixed along the side of the cross-section angular columnar building structural material A, as shown in FIG. 5 in a partially oblique view, the twisting bending angles of the fixing pieces 11, 11 forming the two end portions of the plate are set to be from arrows The angle Θ-1 formed in the X direction is 90 °. At the same time, the angle 0-2 formed in the bent portion of the fixing pieces 11 and 11 from the Y direction of the arrow corresponds to the angle for installing the building structural materials. A fixing hole 16 is drilled in the fixing pieces 11 and 11 to be interposed by the buffer member 2 to fix fixing elements 3 such as small screws and nails to building structural materials A such as foundations, columns, beams, and trusses. In addition, as shown in FIG. 1, the above-mentioned reinforcing base material 1 is bent outward to bend the middle portion 12 to form a bent bulging portion 1 3 having a flat surface 1 31, or as shown in FIG. 4, The middle portion 12 is bent outward to form a curved bulged portion 14 having an arcuate surface 1 4 1. Further, it is preferable to form a buffer cylinder 15 for bulging inwardly or outwardly to form the center f of the above-mentioned bent bulged portion 13 or curved bulged portion 14. The cushioning member 2 installed on the abutting portions 11 and 11 of the above-mentioned reinforcing base material 1 is a rubber elastic shock-absorbing rubber having elastic characteristics and good durability. As shown in FIG. 3, it has abutting building structural materials on the back. The abutting surface 22 of A has a holding portion 2 3 on the surface of the fixing piece 1 1 holding the reinforcing substrate 1, and at the same time, an adjustment hole 2 1 is cut in the central portion thereof, which can be used for fine adjustment of the installation of the reinforcing substrate 1. . The size of this paper is in accordance with the Chinese National Standard (CNS) A4 specification (2) 0 X 297 mm. Please read the precautions on the back before filling it out; household I install page tr I t Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs and Consumer Cooperatives -8 -467 ^ 89 Λ7 _____ B7 V. Description of the invention ㊁) The following describes the installation sequence of the present invention. As shown in FIG. 2, the buffer member 2 is mounted on the fixing piece 11 of the two reinforcing base materials 1 and 1 in advance, and is fixed to the position of the beam member A -1 of the building structural material A and to the short column member A-2. In the figure, the fixing element 3 is used to be interposed by the buffer member 2 and a fixing piece 11 of the lower base 1 is fixed on the beam member A-1. Then, the fixing member 3 is used to be interposed by the buffer member 2 , Along one surface a 1 and two surfaces a 2 of the short column member A-2, fix a fixing piece 11 on the upper part of the reinforcing substrate 1. Then, the fixing element 3 is used to interpose the buffer member 2 and the other fixing piece 11 of the lower reinforcing base material 1 is fixed to the beam member A-1. Thereafter, the fixing element 3 is used to be fixed to the end of the fixing piece 11 Sheet 1 7 The buffer member 2 is interposed, along the three sides a 3 and four sides a 4 of the short column member A-2, the other fixing sheet 1 1 on the upper side of the reinforcing base material 1 is fixed, whereby the beam of the building structural material A can be reliably connected Component A-1 and short column component A-2. And > The above two reinforcing base materials 1, 1 can avoid the other structural material together ′ to surely join the beam member A-1 and the short column member A-2. Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. ——------------ Installation—Please read the precautions on the back before filling this page. The case of the beam member A-1 and the short column member A-2 will be described, but it is not limited to this, and can be effectively used for the joint between the column member and the truss member, or between the beam member and the truss member. According to the present invention, as shown in FIG. 2, for example, when there is another structural material B between the beam member A _1 and the short column member a-2 of the building structural material A to be joined, it is possible to avoid the inability to reinforce the metal fittings. The installation is inconvenient, and it is supplemented by the bending and bulging part formed on the reinforcing substrate 1. The paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) Λ7 Λ7 Intellectual Property Bureau of the Ministry of Economic Affairs Printed by an employee consumer cooperative 137 V. Description of the invention f) 1 3. The formation of a curved bulge 14 or a buffer cylinder, a rubber elastic buffer member is interposed between the building structural material A and the reinforcing base material 1 to expand Add the vertical and horizontal vibrations of the table building material A, and the absorption and restoring force of the shaking around the vertical lines. Therefore, even if the wooden house is subjected to strong vibrations due to earthquakes, typhoons, etc., it will increase the resistance concentration and distortion. Force, and further improve the effect of seismic performance. Effects of the Invention Since the present invention is constructed with the above-mentioned structure, the following effects are obtained. That is, according to the present invention. Due to the expansion of the vertical and horizontal vibrations of building structural materials, the absorption and restoring force of shaking around vertical lines1, the resistance of wooden houses to strong vibrations due to earthquakes and the like is further increased, and at the same time, because even There are other structural materials between the structural materials to be joined, and it is also possible to avoid the other structural materials and install reinforcing metal accessories, so it plays a very convenient effect. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows an embodiment of the present invention in a perspective view. Fig. 2 is an oblique view showing a state where an embodiment of the present invention is installed on a building structural material. Figure 3 shows the X-X arrow line of Figure 2 in a cross-sectional view. FIG. 4 shows another embodiment of the present invention in an oblique view. FIG. 5 is a partial oblique view showing a solid formed in the reinforcing substrate of the present invention. " This paper size is applicable to the national standard (CNS) A4 specification (210 X 297 issued) J ----— .1 ^ ---— 1 II 1 Order -------- (please first Note on the back of the occasional reading, please fill in this page) -10-467989 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of Inventions $) Figure 6 shows a conventional example in an oblique view. DESCRIPTION OF SYMBOLS I Reinforcing base material II Fixing piece 12 Intermediate portion 13 Bending bulging portion 1 3 1_ Flat surface 1 4 _Bending bulging portion 141 Arc surface 1 5 Buffer cylinder 16 Fixing hole 17 End piece 2 Buffer member 2 1 Adjusting hole 2 2 abutment surface — 2 3 holding part 3 fixing element A building structural material A-1 beam member A-2 short column member B other structural materials--r -----------. . ,, / --- (Please read the notes on the back before filling out this page) _ 旅 > _ This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) -11-