200933006 九、發明說明： 【發明所屬之技術領域】 本發明係有關於一種建築物斜撐結構，特別係指一種 建築物在地震作用下的耐震效能可大幅增加者。 【先前技術】 般建築物之鋼筋混凝土框架1係由樑丨〇及柱丨〗所 構成（如第一圖所示），而鋼筋混凝土框架1易產生水平位 移’為了減少水平位移，故配置有斜樓結構12，然而，該 斜撐結構12若連接於樑之部位時，鋼筋混凝土框架1 及斜撐結構12間連接部分，會因為應力集中，使樑1〇易 被破壞，而若斜獅構12連接於柱11時，在水平地震力 之作用下’會使斜撐結構丨2產生軸向力而直猶擊鋼筋混 凝土框架1之柱u ’導致柱u被破壞，故傳統用以補強 、偏。鋼斜撑結構 12 (EBF，Eccentrically Braci啤 Frame) ’雜:可提供很好_性及能量消散作用，但是在 強烈地震之作用下，相連接的樓板常因為斜聽構12帶動 而引起巨大變形造成嚴重損壞；緣此，本發明人有鑑於傳 2的斜撐結構__鍵齡構上存在有如上述之缺 乃潛心研究、改良，遂得以首創出本發明。 【發明内容】 本發明之主要目的，係在提供—種絲物在地震作 的耐震效能可大幅增加之建築物斜撐結構。 200933006 本發明物之鋪混凝均耗由樑及柱所構成， 於_混耻框_财猶結構，該獅構之下端係固 設於基座上； 其特徵係在：浦絲均岐她支畴元件，而 斜擇結構之上錢設有連雜，該連桿狀兩端上方分別 設有-鋼雖，該鋼短柱侧定麵與連桿樑之間，於連 桿樑兩端之兩麻上分別焊接有—應力職轉移鋼板，該 © 應力雜赫峨上設魏條縱向雜職㈣槽，將應 力路徑轉移鋼板設於鋼筋混泥土框架之標與柱接合部位之 兩側面上’細舰凝土轉上之隨元件分财設於應 力路徑轉移鋼板上之各縱向穿槽及橫向穿槽内並予以鎖固 0 【實施方式】 有關本發明為達上述之使用目的與功效，所採用之技 術手段’兹舉出較佳可行之實施例，並配合圖式所示，詳 述如下： 本發明之實施例，請先參_二〜五®卿，建築物 之鋼筋在凝土框架2係自樑20及柱21所構成，於椒G及柱21 上均埋設有數支固接元件22、23，於鋼筋混耻框架2内設 有斜揮結構3 ’該斜樓結構3之上方係設有連桿樑3〇，該連 桿樑30之兩端上方分別設有一鋼短柱31，該鋼短柱31係固 定在樑20與連桿樑30之間，於連桿樑3〇兩端之兩侧面上分 200933006 別焊接有一應力路徑轉移鋼板32，該應力路徑轉移鋼板32 上設有數條縱向穿槽320及橫向穿槽321 (如第三圖所示） 將應力路從轉移鋼板32設於鋼筋混凝土框架2之標2〇盜柱 21接σ。卩位之兩侧面上（如第四、五圖所示），將鋼筋混 凝土框架2上之固接元件22、23分別穿設於應力路徑轉移鋼 板32上之各縱向穿槽32〇及橫向穿槽321内，並予以鎖固， 另將斜撐結構3之下端固設於基座4上，如此，即可完成斜 ❹ 樓結構3之設置。 以本發明之斜撐結構3建築而成之建築物，若遇地震作 用時’請參閱第四圖所示，於斜撐結構3之連桿樑3〇兩端之 兩侧面上增設有應力路徑轉移鋼板32，藉由該應力路徑轉 移鋼板32上所設之縱向穿槽320及橫向穿槽321與鋼筋混凝 土框架2之樑20及柱21上之固接元件22、23接設，可有效轉 _ 移連桿樑30與鋼筋混凝土框架2之樑2〇與柱21接觸部位之 傳遞應力模式，成為軸向應力模式，可大幅減少樑、柱 21剪力作用及將整個建築物之垂直及水平地震力引導集中 於斜撐結構3之連桿樑30，連桿樑3〇之剪力變形與剪力降伏 提供極佳之能量消散作用，可避免樓板因為斜撐結構3帶動 連桿樑30引起巨大變形造成嚴重損壞，在地震作用下的耐 震效能可大幅增加，並可大幅降低建築物之損壞程度。 综上所述，本發明確實已達到所預期之使用目的與功 效，且更較習知者為之理想、實用，惟，上述實施例僅係 7 200933006 針對本發明之較佳實施例進行具體說明而已，此實施例並 非用以限定本發明之巾請專纖圍，舉凡其它未脫離本發 明所揭不之技術手段下所完成之均等變化與修飾，均應包 含於本發明所涵蓋之申請專利範圍中。 【圖式簡單說明】 第一圖所示係為習知斜撐結構用於鋼筋混凝土框架之示咅 圖。 第二圖所示係為本發明實施例之立體圖。 第三圖所示係為本發明實關應力路雜軸板之立體圖。 第四圖所示係為本發明實施例之正面示意圖。 第五圖所示係為本發明實施例之侧面示意圖。 【主要元件符號說明】 1 鋼筋混凝土框架 10樑 2鋼筋混凝土框架 11柱 12斜撐結構 20樑 23固接元件 21柱 22固接元件 3斜撐結構 30連桿梁 31鋼短柱 32應力路徑轉移鋼板 320縱向穿槽 4基座 321橫向穿槽200933006 IX. INSTRUCTIONS: [Technical Field to Be Invented by the Invention] The present invention relates to a building bracing structure, and in particular to a building which can greatly increase the seismic performance of a building under earthquake action. [Prior Art] The reinforced concrete frame 1 of a typical building is composed of beams and columns (as shown in the first figure), and the reinforced concrete frame 1 is prone to horizontal displacement. The inclined structure 12, however, if the diagonal structure 12 is connected to the beam portion, the connection between the reinforced concrete frame 1 and the diagonal structure 12 may cause the beam 1 to be easily damaged due to stress concentration, and if the oblique lion is When the structure 12 is connected to the column 11, under the action of the horizontal seismic force, the axial force of the diagonal structure 丨2 will be generated and the column u of the reinforced concrete frame 1 will be struck, causing the column u to be destroyed, so that the conventional reinforcement is used. Bias. Steel truss structure 12 (EBF, Eccentrically Braci Beer Frame) 'Miscellaneous: can provide good _ sex and energy dissipation, but under the action of strong earthquakes, the connected floor slab often causes great deformation due to the oblique hearing structure 12 As a result, the inventors of the present invention have invented the present invention in view of the fact that there is a lack of research and improvement as described above. SUMMARY OF THE INVENTION The main object of the present invention is to provide a building bracing structure in which the seismic resistance of the seed material can be greatly increased in earthquakes. 200933006 The coagulation of the invention is composed of beams and columns. In the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The domain component is arranged, and the money is provided on the obliquely-selected structure, and the steel is respectively disposed above the two ends of the connecting rod, although the steel short-side side is fixed between the fixed surface and the connecting rod beam at the two ends of the connecting rod beam The two hemps are respectively welded with a stress-transfer steel plate, and the stress-transfer steel plate is placed on the two sides of the joint of the reinforced concrete frame and the column joint portion. The fine-grained concrete is transferred to each of the longitudinal and transverse grooves in the stress path transfer steel plate and locked. [Embodiment] The present invention relates to the above-mentioned purpose and effect, The technical means adopted 'is taken as a preferred and feasible embodiment, and as shown in the drawings, the details are as follows: In the embodiment of the present invention, please refer to _2~5®, the reinforcement of the building in the concrete The frame 2 is composed of a beam 20 and a column 21, and a plurality of solids are embedded on the pepper G and the column 21. The connecting elements 22, 23 are provided with a diagonal swing structure 3 in the reinforced concrete frame 2'. The connecting beam 3 is disposed above the inclined floor structure 3, and a steel short is respectively arranged above the two ends of the connecting rod beam 30. The column 31 is fixed between the beam 20 and the connecting rod beam 30, and a stress path transfer steel plate 32 is welded to both sides of the two ends of the connecting rod beam 3, 200933006, and the stress path transferring steel plate 32 is welded. A plurality of longitudinal through grooves 320 and lateral through grooves 321 are provided (as shown in the third figure). The stress path is provided from the transfer steel plate 32 to the reinforced concrete frame 2, and the pirate column 21 is connected to σ. On both sides of the 卩 position (as shown in the fourth and fifth figures), the fixing elements 22, 23 on the reinforced concrete frame 2 are respectively passed through the longitudinal through grooves 32 and transversely on the stress path transfer steel plate 32. The groove 321 is locked and fixed, and the lower end of the diagonal structure 3 is fixed on the base 4, so that the installation of the inclined floor structure 3 can be completed. In the case of a building constructed by the diagonal bracing structure 3 of the present invention, if it is subjected to an earthquake, please refer to the fourth figure, and a stress path is added to both sides of the connecting rod beam 3 of the diagonal strut structure 3 The transfer plate 32 is connected to the beam 20 of the reinforced concrete frame 2 and the fixing members 22 and 23 of the column 21 by the longitudinal through grooves 320 and the transverse grooves 321 provided in the stress path transfer plate 32, and can be effectively rotated. _ The transfer stress mode of the joint between the beam connecting rod beam 30 and the beam 2〇 of the reinforced concrete frame 2 and the column 21 becomes an axial stress mode, which can greatly reduce the shearing force of the beam and column 21 and the vertical and horizontal of the entire building. The seismic force is concentrated on the connecting rod beam 30 of the diagonal strut structure 3. The shear deformation and shearing force of the connecting rod beam 3〇 provide excellent energy dissipation, which can avoid the floor slab caused by the diagonal strut structure 3 driving the connecting rod beam 30 Huge deformation causes severe damage, and the seismic performance under earthquake can be greatly increased, and the damage of buildings can be greatly reduced. In view of the above, the present invention has achieved the intended use and efficacy, and is more desirable and practical than the prior art. However, the above embodiment is only 7 200933006 for specific description of the preferred embodiment of the present invention. However, this embodiment is not intended to limit the scope of the invention, and other equivalent changes and modifications that are not included in the technical means disclosed in the present invention should be included in the patent application covered by the present invention. In the scope. [Simple description of the drawings] The first figure shows a schematic diagram of a conventional truss structure for a reinforced concrete frame. The second figure is a perspective view of an embodiment of the present invention. The third figure is a perspective view of the actual closed stress road miscellaneous shaft plate of the present invention. The fourth figure is a front view of an embodiment of the present invention. The fifth figure is a side view showing an embodiment of the present invention. [Main component symbol description] 1 reinforced concrete frame 10 beam 2 reinforced concrete frame 11 column 12 diagonal bracing structure 20 beam 23 fixed component 21 column 22 fixed component 3 diagonal bracing structure 30 connecting rod beam 31 steel short column 32 stress path transfer The steel plate 320 is longitudinally grooved 4 and the base 321 is transversely grooved.