568977 A7 ^ ------—__B7_五、發明說明（3 ) 一 第四圖是本發明第一實施例應用於一柱結構體之樺 剖面示意圖； 、 第五圖是第四圖之縱面示意圖； 第六圖是本發明混凝土結構體加勁裝置第二實施例 應用於柱結構體與直立柱筋、箍筋之組合位置示意圖；1 第七圖是本發明混凝土結構體加勁裝置第三實施例 應用於柱結構體之立體示意圖； 第八圖是本發明混凝土結構體加勁裝置第一實施例 應用於一非結構牆體之示意圖； 第九圖是本發明混凝土結構體加勁裝置第一實施例 應用於特殊結構體外側之示意圖； 第十圖是本發明混凝土結構體加勁裝置第一實施例 應用於剖面為一圓形柱結構體之示意圖；及 第十一圖是本發明混凝土結構體加勁裝置第一實施 例應用於一球型屋頂之示意圖。 【較佳實施例之詳細說明】 參閱第一圖及第二圖，本發明第一實施例混凝土結 構體加勁裝置i為一金屬製成，尤其是以抗拉強度高之;^ 屬製成，其具一板狀本體10，該板狀本體1〇具有二相異 側之一第一板面11及一第二板面12，本體1〇的一邊為 一第一邊15，與該第一邊I5相交之一邊為一第二邊16。 複數個第一弧形肋板13呈陣列狀相間隔地設置於該第一 板面11上，該第一弧形肋板13的二底邊131與該本體 10相連，由該二底邊13 1延伸遠離該第一板面丨丨形成二第e頁 本紙張尺度適用中國國家標準（CNS) A4規格（210X297公复）— --- 二 (請先閲讀背面之注意事項再填寫本頁} tr— 二 Η ^68977 A7 ^〜---^__ 67_—__ 五、發明説明（4 ) -- 相向相接近之腰板部132，在該二腰板部132相接處形成 一第一弧形頂部133。 乂 該複數個第一弧形肋板13係由該第二板面i2向該 第一板面11方向將本體10沖製凸出該第一板面^而 成’並使該本體1 〇相對該弧形肋板形成一穿孔i 7。 該複數個第一弧形肋板13在該第一板面上之排列， 較佳實施方式為該二底邊131垂直該第一邊15。且該第 一弧形肋板13是形成與該第一邊15相平行之間袼陣列狀 排列。 複數個第二弧形肋板14呈陣列狀相間隔地設置於該 第二板面12上（在第一圖中其隱沒在本體1〇之後側）， 該第二孤形肋板14的二底邊141與該本體1〇相連，由該 二底邊141延伸遠離該第二板面14形成二相向相接近之 腰板。卩142，在该二腰板142相接處形成一第二弧形頂部 143 〇 。玄複數個弟一弧形肋板14係由該第一板面11向該 第二板面12方向將本體10沖製凸出該第二板面I]而 成’並使該本體1〇相對該弧形肋板形成一穿孔18。 σ玄複數個第一弧形肋板1 4在該第二板面1 2上之排 列’較佳實施方式為該二底邊141垂直該第一邊15。且 該第二弧形肋板14是形成與該第一邊15相平行之間格陣 列狀排列。在本體1〇二側之陣列狀弧形肋板，在第一表 面11上第一排弧形肋板13之穿孔17與第二表面12上之 第一排弧形肋板14之穿孔1 8相互緊鄰設置，其餘第二排 第7頁 本紙張尺度適家鱗（CNS) _格⑵㈣97公^) ~ -- (請先閲讀背面之注意事項再填寫本頁)568977 A7 ^ -------- __B7_ V. Description of the invention (3) A fourth diagram is a schematic view of a birch section applied to a pillar structure according to the first embodiment of the present invention; and the fifth diagram is the fourth diagram Vertical diagram; The sixth diagram is the second embodiment of the concrete structure stiffening device of the present invention is applied to the column structure and vertical column reinforcement, hoop reinforcement combined position diagram; 1 The seventh diagram is the third concrete structure stiffening device of the present invention The three-dimensional schematic diagram of the embodiment applied to the column structure; the eighth diagram is a schematic diagram of the first embodiment of the concrete structure stiffener of the present invention applied to a non-structural wall; the ninth diagram is the first implementation of the concrete structure stiffener of the present invention A schematic diagram of an example applied to the outside of a special structure; a tenth diagram is a schematic diagram of a first embodiment of a stiffening device for a concrete structure of the present invention applied to a circular column structure in cross section; and a eleventh diagram is a stiffening of a concrete structure of the present invention The first embodiment of the device is applied to a spherical roof. [Detailed description of the preferred embodiment] Referring to the first and second figures, the stiffening device i for the concrete structure of the first embodiment of the present invention is made of a metal, especially a high tensile strength; It has a plate-shaped body 10 having a first plate surface 11 and a second plate surface 12 on two different sides. One side of the body 10 is a first side 15 and the first One of the edges I5 intersects is a second edge 16. A plurality of first curved ribs 13 are arranged on the first plate surface 11 in an array and spaced apart from each other. Two bottom edges 131 of the first curved rib 13 are connected to the body 10. 1 Extend away from the first board surface 丨 丨 Form two Page e This paper is applicable to the Chinese National Standard (CNS) A4 specification (210X297 public copy) — --- Two (Please read the precautions on the back before filling this page} tr— Erji ^ 68977 A7 ^ ~ --- ^ __ 67 _—__ V. Description of the Invention (4)-The waist plate portion 132 facing each other is close to each other, and a first curved top is formed at the junction of the two waist plate portions 132 133. 乂 The plurality of first arc-shaped ribs 13 are formed by punching the body 10 from the second plate surface i2 in the direction of the first plate surface 11 to protrude from the first plate surface ′ and make the body 1 〇 A perforation i 7 is formed relative to the curved rib. The plurality of first curved ribs 13 are arranged on the first plate surface. A preferred embodiment is that the two bottom edges 131 are perpendicular to the first edge 15. The first arc-shaped ribs 13 are arranged in an array in a parallel manner with the first side 15. The plurality of second arc-shaped ribs 14 are arranged at intervals in an array. On the second plate surface 12 (which is hidden behind the body 10 in the first figure), the two bottom edges 141 of the second solitary rib 14 are connected to the body 10 and extend away from the two bottom edges 141. The second plate surface 14 forms two waist plates which are close to each other. 卩 142, a second curved top portion 143 is formed at the junction of the two waist plates 142. A plurality of younger curved rib plates 14 are formed by the first The plate surface 11 is formed by punching the main body 10 out of the second plate surface I] in the direction of the second plate surface 12, and making the body 10 form a perforation 18 with respect to the curved rib plate. Σ 玄 plural first The arrangement of an arc-shaped rib 14 on the second plate surface 12 is a preferred embodiment in which the two bottom edges 141 are perpendicular to the first edge 15. The second arc-shaped rib 14 is formed in a manner similar to the first 15 sides parallel to each other are arranged in a grid pattern. The array-shaped arc ribs on the two sides of the body 10 are formed on the first surface 11 with the perforations 17 of the first row of arc ribs 13 and the second surface 12. The perforations 18 of the first row of curved ribs 14 are arranged next to each other, and the rest of the second row, page 7, this paper size IKEA scale (CNS) _ grid ⑵㈣ 97 ^) ~-(Please read the note on the back first Matters then fill out this page)
)卿77 五 "發明説明（ B7 9 (請先閲讀背面之注意事项再填窝本頁) 強度，亚可提供該柱結構體4,之直立柱筋46之圍束作 用，增加該柱結構體4,中心之整體強度。再如第十一圖 所不為一圓球面屋頂62之剖面，該加勁裝置1埋置於該 ^面屋頂62之外側作為補強之用，該球面屋頂62之正常 T筋（圖未示出）仍須依照結構計算之結果配置，本加勁 衣置1僅為加強其（可能受外力衝擊之處）如本例之外側 面。S然，各種具有造型之彎折變化牆體或屋頂板都可應 用加勁裝置1為為其外側之加勁材，以增加抵抗外力之強 综上所述之各個實施方式，只要將本發明之加勁裝 置1、Γ或1，，埋置於需要承受外力之一側之混凝土中， 其呈陣列式排列之凹凸狀之弧形肋板及本體之穿孔，可以 與填充結構體之混凝土充分握裹結合，由其中弧形肋板所 具有拱的作用，使局部的受力能均勻的分散於整體結構體 中共同承受外力，使結構體不致因為先產生受力之處局部 破壞而致連鎖性整體破壞之效應，其力學行為模式加強了 5亥整體結構的抵抗外力的強度，卻能達本發明之目的。 惟以上所述者，僅為本發明之較佳實施例而已，當 不能以此限定本發明實.施之範圍，即大凡依本發明申請專 利範圍及創作說明書内容所作之簡單的等效變化與修飾， 皆應仍屬本發明專利涵蓋之範圍内。 第12頁 本紙張尺度適用中國國家標準（哪）A4規格（21〇χ297公楚） 568977 A7 B7 五、發明説明（1〇 ) 【元件標號對照】 卜 1， 、 1，， 加勁裝置 10 本體 11、 11，、11” 第一板面 12、 12,、12” 弟一板面 13、 13,、13” 第一弧形肋板 14、 14’ 第二弧形肋板 131 底邊 132 腰板部 133 第一弧形頂部 141 底邊 142 腰板部 143 第二弧形頂部 15 第一邊 16 第二邊 17、 18穿孔 19、 19” 繫板部 2 牆結構體 21、 22牆側面 23 混凝土 24 縱向鋼筋 25 橫向鋼筋 3 外力 4、 4’柱結構體 41 外側 42 直立柱筋 44 箍筋 5 牆結構體 6 結構體 61 受力側 (請先閲讀背面之注意事項再填寫本頁) 第13頁 本紙張尺度適用中國國家標準（CNS) A4規格（210X297公釐）) Qing 77 Five " Description of the invention (B7 9 (please read the precautions on the back before filling in this page) strength, Yake can provide the column structure 4, the binding effect of the vertical rib 46, increase the column structure The overall strength of the center of the body 4. As shown in the eleventh figure, the stiffening device 1 is buried outside the spherical roof 62 for reinforcement, and the normal T of the spherical roof 62 is normal. The ribs (not shown in the figure) must still be configured according to the results of structural calculations. The stiffener set 1 is only to strengthen it (where it may be impacted by external forces) like the outer side of this example. S, of course, various bending changes with shapes The wall or roof panel can be applied with the stiffening device 1 as its stiffening material on the outside to increase the resistance to external forces. In summary of the above embodiments, as long as the stiffening device 1, Γ or 1, of the present invention is embedded, In the concrete that needs to withstand external forces, the concave-convex curved ribs and perforations of the array can be fully integrated with the concrete filled structure. The curved ribs have arches. The effect of the local force It is uniformly dispersed in the overall structure and jointly bears external forces, so that the structure does not cause the effect of chain-like overall damage due to the local damage to the place where the force is first generated. Its mechanical behavior mode strengthens the strength of the overall structure against external forces. However, the purpose of the present invention can be achieved. However, the above are only the preferred embodiments of the present invention, and the scope of the present invention cannot be limited by this, that is, the scope of the patent application and the description of the creation of the invention in accordance with the present invention The simple equivalent changes and modifications made should still fall within the scope of the invention patent. Page 12 The paper size applies the Chinese National Standard (Which) A4 specification (21〇297297) 568977 A7 B7 V. Invention Explanation (10) [Comparison of component numbers] bu 1, 1, 1, stiffening device 10 body 11, 11, 11, 11 "first plate surface 12, 12, 12, 12" first plate surface 13, 13, 13, 13 " First curved rib 14, 14 'Second curved rib 131 Bottom edge 132 Waist plate portion 133 First curved top portion 141 Bottom edge 142 Waist plate portion 143 Second curved top portion 15 First side 16 Second side 17, 18 perforated 19, 19 ”tie plate 2 wall structure 21, 22 side wall 23 concrete 24 longitudinal steel bar 25 transverse steel bar 3 external force 4, 4 'column structure 41 outside 42 vertical column bar 44 stirrup 5 wall structure 6 Structure 61 Forced side (please read the precautions on the back before filling out this page) Page 13 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm)