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TWM321445U - Fully separated bend-constrained inclined reinforced device - Google Patents

Fully separated bend-constrained inclined reinforced device Download PDF

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Publication number
TWM321445U
TWM321445U TW96205969U TW96205969U TWM321445U TW M321445 U TWM321445 U TW M321445U TW 96205969 U TW96205969 U TW 96205969U TW 96205969 U TW96205969 U TW 96205969U TW M321445 U TWM321445 U TW M321445U
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Taiwan
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axial
fully
members
separated
side positioning
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TW96205969U
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Chinese (zh)
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Chung-Shing Tsai
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Chung-Shing Tsai
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Priority to TW96205969U priority Critical patent/TWM321445U/en
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M321445 八、新型說明: 【新型所屬之技術領域】 本創作係-種運用於建築物及各種土木工程的強化支 樓裝置,尤指一種能夠製作品質穩定且安裳簡便之完全分 離式挫屈束制斜撐。 【先前技術】 ^ 了加強大輯築物及各種土木卫程的結料性及支 _ . 堤杀物的棱樑與立柱之間設置形成斜向 支樓的斜律構件,葬以、圭糾& 曰達丨長1么良好的轴向韌性、強化έ士 構及消除震動能量等#鈐,古Μ认a > ° 寺效此有關於現有的斜撐構件的結構 形悲及功能作用,可以參看如公告編號第36452 性拉壓構材」專利案所示,容不贅述。 在公告編號第36彻料利案〔以 ,係將斷面呈X彤沾且作, 母/ 7系J τ 軸心位後Α 軸心構件穿插於呈方形鋼管的 軸位後’再以混凝土或水泥砂疲充填於軸心構件… =之間,藉以利用方形鋼管及所充填的混凝=成用= =ΓΤ圍束構件,防止軸心構件於受壓力作用時 產生挫屈,並且於軸 τ 用以防止軸向力傳遞5二 有一層脫層材料, 门力傳遞到圍束構件。然而在參考案中, 軸心構件的兩端係為 ^ 5 過規格尺寸大致相等^ 接頭,要將轴心構件穿 易將披覆於軸心鋼管相_^^ 層材料的作用.=的脫層材料刮落而降低或破壞脫 ,必須將方形鋼=由:轴心構件已先穿插於方形鋼管 軸心構件豎立成直立形式方能充填混 4 M321445 减土’不僅造成混凝土的充填作業極為麻煩不便,並且難 以保持軸心構件與方形鋼管之間的正確定位,製作過程益 法監控混凝土的洗灌品質,因而直接影響挫屈束制 製作品質。 【新型内容】 為解決現有挫屈束制斜撐有關於製作困難、裝配施工 不便及品質不穩定等缺點及限制,創作人開發設計出一種 可以將混凝土或水泥砂毁等填充材預禱成型於圍束構件後 再進订組裝之完全分離式挫屈束制斜樓。本創作主要係將 圍束構件分設成兩個呈分離形式的槽型構材,讓混凝土或 水泥砂漿等填充材能夠預鑄成型於槽型構材的填槽後,再 2兩槽型構材結合固定於支撐組件而形成圍束,藉以利用 完全分離形式的構件組裝成運用於建築物或土木工程的挫 屈=斜揮,充分解決現有挫屈束制斜推有關於製作困難 ^質監控不易、及裝配施工不便的缺點及限制,有效地 提昇挫屈束制斜撐的實用性及效能。 本創作所運用的技術手段係在於提供一種完全分離式 挂屈束制斜撐,包含有: 一支撐組件,該支I组件係設有—個以上的軸心構件 =轴心構件係設有一組以上的兩相對稱側,各相對稱側 ,、叹有一具凹緣的非線性側緣,並對應於 :對稱側各設有-個以上的側定位件,各側定位^ 所對應具凹緣的非線性側緣而各設有一具相匹配凸緣的 非線性側緣’並於各軸心構件與所對應各側定位件的非線 5 M321445 性側緣之間各設有一容置間隙;以及 -圍束構件,該圍束構件係包含有二個以上長度短於 各轴構件的槽型構材,各槽型構材以側緣固設結合於支 i組件所設側定位件的相對接觸面上,並於各槽型構材與 所對應的支撐組件之間設有填充材㈣心構 圍 形態。 不 Μ車乂佳的,本創作的轴心構件於鄰靠填充材的表面披覆 有脫層材料,並且填充材係以混凝土、無收縮水泥砂 漿或其它材料預鑄成型設於槽型構材的填槽中。 、較佳的,本創作的支撐組件係包含一轴心構件及二個 以上分別設於該軸心構件相對稱側的側定位件,該軸心構 件於兩端各形成一連接頭且於軸向部位形成一個以上寬度 &乍的支撐I由部’於該支撐軸部的相對稱側各凹設形成一 凹緣各側疋位件係配合所對應的凹緣而於相對位置凸設 有一凸緣。 較佳的,本創作的軸心構件及各側定位件可由同一長 形板材所切割成型。 ☆較佳的,本創作的槽型構材的寬度係略小於或等於相 對無側側定位件的外側緣距離,並以側緣固結於各側定位 件的接觸面。 、較佳的,本創作的支撐組件係包含一位於中間位置的 連結構件、二分別結合固定於該連結構件上、下側的轴心 構件,並且該軸心構件係可以為一體式構件或以二片以上 的板材相疊合或依序相對銜接組成。 M321445 較佳的,本創作的軸心構件係設為截面呈丁形的桿柱 形態,該軸心構件於軸向部位間隔設有二個以上寬度較窄 〜的支樓軸部,於各支樓軸部位置的三個側緣各凹設形成有 一凹緣,於該軸心構件的兩相對稱側各設有一所述的侧定 _位件,各側定位件係配合所對應的凹緣而於相對位置凸設 有一凸緣。 較佳的,本創作的支撐組件係包含一截面呈十字形的 鲁軸心構件,該軸心構件於兩端各形成一連接頭且轴向間隔 形成有一個以上寬度較窄的支撐軸部,各支撐軸部於四個 板片側緣各凹設形成有一凹緣;其中,可以於軸心構件的 其中一組或兩組相對稱侧分別設有一個以上的側定位件, 各側定位件係配合所對應的凹緣而於相對位置凸設有一凸 緣,同時該圍束構件係可以分設為四個呈L形而可相對合 的槽型構材,各槽型構材的寬度係略小於或等於所述軸心 構件寬度的一半。 # 本創作所提供完全分離式挫屈束制斜撐,可以獲得的 優點及功效增進至少包括: 1、本創作利用將圍束構件分設成分離形式再裝配固 定的技術手段,可以簡便快速地將混凝土或水泥砂漿等填 充材於槽型構材預鑄成型後,再結合固定於支撐組件而形 成圍束’有效簡化挫屈束制斜撐的混凝土的充填施工作業 ,並且能夠讓圍束構件與支撐組件之間能夠精確地裝配定 位,直接監控填充材的製作品質,提昇挫屈束制斜撐的製 作效率及品質。 7 M321445 2、本創作利用將圍束構件分設成分離形式再裝配固 定的技術手段’能狗解決現有挫屈束制斜財關於轴心構 件穿插裝配困難及脫層材料容易被刮落等問題,有效地提 昇挫屈束制斜撐裝配施工的便利性及成型效率,並且確保 利用脫層材料防止軸向力傳遞到圍束構件的作用效果。” 3、本創作直接利用裁切方法來製作出包含有軸心構 件及側定位件等構件的支擇組件,配合圍束構件所形成的 圍束作用,有效地以精簡的構造及在不浪費材料的情形下 /提供-種能夠確保軸心構件在料方向的支擇強度及消 能作用的挫屈束制斜撐。 【實施方式】 為能詳細瞭解本創作的技術特徵及實用功 照說明書的内衮夾者## I」依 m h &,玆進―步以如圖式所示的較佳實 施例,詳細說明如后: 竿乂佳只 工係為一種可以安裝運用於建築物或橋樑等土木 Γ的橫樑與立柱之間的挫屈束制斜撲,對於本創作實= 運用的範舞不作特定的限制,請夫閱各3戶:於本,貫施 提供宗入八抓1 > 閱各圖所不’本創作所 ’、_王刀離式挫屈束制斜撐,係包含有·· 支撐組件(A),該 上呈長形狀的軸心構件(…、、)係。又有-個以 於各轴心構件(1 ^ ),以及-個以上分別對應 中, 丄〇 )相對稱側的側定位件(2 〇 ) · r各軸心構件(1 u」,其 有一呈凹緣 )、係於二個以上的相對稱側各形成 0 )係配合所對絲:式的非線性側緣,各側定位件(2 、…、〜構件(1 0 )的非線性側緣而各設 M321445 有呈凸緣(2 1 )形式的非線性側緣,並於各轴心構件 (1 0 )的非線性側緣與所對應側定位件(2◦)的非線 性側緣之間形成-容置間隙(B ),藉以提供轴心構件( 1 0 )於叉力作用時所產生側向變形的容置空間. -圍束構件(30),該圍束構件(30)係包含有 一個以上呈長形狀的槽型構材(31),各槽型構材(3 1)〗:各設有—填槽(3 2),於各填槽(3 2)係預鑄 混凝土、水泥砂浆或其它材料所構成的填充材 ’並且讓各槽型構材(3 1 )以側緣固設結合於 支撐組件(A)所設側定位件(2 〇 )的相對應面上 各槽型構材(31)及填充材(33)對支撐組件(A) 的各軸心構件(10)形成圍束形態; 東制2 ΙΓ成"'種各組成構件呈完全分離形式的挫屈 束制斜撐。本創作可以進-步於軸心構件⑴)的表面 披覆設有r脫層材料(4〇),藉以防止該轴心構件(1 〇)所承$的軸向力傳遞到圍束構件(30)。 清參閱弟一、一岡# - — —圖所不的本創作第一較佳實施例,該 貫施例的支撐組件(Α )孫 槿川… 有—呈長形板片狀的軸心 —分別設於該軸心構件(i 〇 ) 形板片狀的側定位件(20);其中,該 = )及兩側定位件(2 Ω、 C1 0 於兩侧位置縱向切判所开:同:㈣板材利用切割機具 大的經濟效率來利;=二片式構件’藉以能夠以最 工機具,將軸二=可以進一步利用加 )的厚度加工成厚度略小於側 M321445 定位件(2 〇 )的厚度; 前述的軸心構件(10)於兩端各形成-設具多數個 穿孔而可鎖裝於相對應樑柱的連接頭(丄丄),並且 心構件(1 Q )軸向部位形成—支撐軸部(i 2 ),於 撐軸部(1 2 )的兩側各凹設形成一梯形凹緣(丄3 ), 讓軸心構件(1 〇 )的兩側形成具凹緣(丄3)形式’ 線性側緣,同時可以於支撐軸部(丄2 )的上、下側板 各披覆設置一層脫層材料(4〇); 前述的各侧定位件(2〇)的長度係較轴心構件 〇 )略短,並對應於軸心構件(1 G )的凹緣(i 3 ) 於各側定位件(20)的相對應位置各凸設形成一梯形凸 緣(2 1 ),讓軸心構件(工〇 )與各側定位件(2 的非線性侧緣之間形成凹凸匹配形式,同時於轴心構 1 0 )的凹緣(1 3 )與兩側定位件(2 ◦)的凸緣(2 1 )之間係留設一具適當間距的容置間隙(B); 該實施例的圍束構件(3 〇 )係設有二個可相對合 槽型構材(31),該兩槽型構材(31)的寬度係略小 於或等於兩側定位件(2 〇 )相對外側緣之間的距離,並 =兩槽型構材(31)各設有_填槽(32),讓混凝 土或水泥砂襞等填充材(33)能夠預鑄成型於兩槽型構 材(3 1 )的填槽(3 2 )内; 如此,前述的兩槽型構材(3 2 )係相對應地罩覆於 支撐組件(A )的上、下側表面,並且讓兩槽型構材(3 1 )的側緣以焊接或j:它古斗、& , 安飞八匕方式與兩側定位件(2 〇 )的接 M321445 觸面結合固定,讓圍束構件 (3 〇 )對軸心構件(1 〇 形成圍束形態,組構成如第_ 干、丄υ) 圖所示以完全分離式構件έ日 成的挫屈束制斜撐。 ^再彳午組 請參閱第三圖所示的本創 弟一較佳只施例,該督你 例與前述第一較佳實施例的 / 、 " °卩份係在於:將支撐組杜 (A )所設的軸心構件(1 η 、、 的兩端设為戴面呈十字带 且具多數個穿孔的連接頭( 卞子形 、丄工),並且圍束構件(3d )在以混凝土或水泥砂漿等填 ^ Α 、兄材(33)預鑄成型時, 預留配合十形連接頭(Ί ]、^ 了 按貝C 1 1 )形狀的一嵌槽(3 4 ) 以讓兩槽型構材(3 1 )於糾4 “ 丄)月匕夠相對應地罩覆固結於支撐组 件(A )的側定位件(2 〇 ) 牙、、且 U )的上、下側而對轴心構 1 0 )形成圍束形態。 t、 請參閱第四至六圖所 、㈡所不的本創作第三較佳實施例,該 實施例的支撐組件(A )#剎田I ^ ^ 1 )係利用切割機具在長形板材兩側 的左、右兩半部位各切割形成一 _ 戢道呈具相當寬度的U形切 痕(Β ),糟以形成一位於中 Τ間軸向位置的軸心構件(1 0 )’以及四個分別位於軸禮 子田。構件(1 0 )兩側且呈間隔 設置的侧定位件(2 〇 ) ·苴士 λα Α ^ W U J,其中的輪心構件(工〇 )於兩 端分別形成一具穿孔的連接頭Γ $ #碩(1 1),並軸向間隔形成 有二段寬度較窄的支撐軸部 1丄2 )’同時直接以位於兩 側的切痕(Β )各形成一位於轴 / 于 傅件(1 0 )所設凹緣 (1 3 )與側定位件(2 0 )所設凸絲八〇,、 yσ又凸緣(2 1 )之間的容 置間隙(Β ),再於軸心構件纟彳η ^ 傅1干(1 ϋ )的支撐軸部(丄2 )的表面被覆設有一層脫層材料(4 〇 ) · 11 M321445 該實施例的圍束構件(30)同樣係設有二個可 合的槽型構材(3 1 ),該兩槽型構材(3 1 )的寬 a 略小於或等於軸心構件(1 Q )的寬度及兩侧定位件 0 )相對外側緣之間的距離,並 ^ I且在將混凝土或水泥砂萝 等填充材(3 3 )於兩槽型構材(3 i )所設的填槽^ 2 )預鑄成型I’將兩槽型構材(3 !)相對應地罩覆固 結於支撐組件(A)的側定位件(2〇)@上、下側表面 ’讓圍束構件⑴)肖軸心構件(1〇)形成圍束形態 ,組構成如第四至六圖所… 13所不以元全分離式構件組成的挫屈 束制斜撐。 Μ ^ “閱第七圖所不的本創作第四較佳 例的支撐組件(A 在卢且办t ’、長形板材接近其中一端的兩側開 始,各切割形成一道朝中央變 #紅a 别Τ兴弓弧延伸一段距離後朝另外一 ^軸向延伸的切痕(卩、 、 精以形成一位於中間軸向位置 的軸心構件(1 〇 )月—八 置 丨〜 )及一刀別位於軸心構件(1 0 )兩側 的側定位件(2 〇 ) ; 1 該實施例的軸心構件( 別形成一Μ # 1 〇 )的兩端及軸向部位,分 〜❿风具牙孔的連接頭f ^ ( 1 P X . 11)及一寬度較窄的支撐軸 口I C 1 2 ),並且該軸心 π X ^ ^ 佴仟(1 0 )與兩側定位件(2 〇 )的其中一端係形 ^ 1¾ Μ +77 Λ / _連心的形態,同時直接以位於 兩側的切痕(Β )夂形士、, ^ ( 2 ο Ν ^ ^ .立於軸心構件(1 0 )所設凹 緣c 1 3 )與側定位件( 容置間隙(B) H )所設凸緣(21)之間的 ν ^心構件(1 〇 )於支撐軸部(1 2 )的表面披覆設有一声 ,、丄z ^ θ材料(4 0 ),並將圍束構件 12 M321445 h i構材(3 1 )相對應地罩覆結合固定 於側定位件(9 n、L ^ “ d U )的上、下側表面而形成圍束形態。 明麥閱第八圖所示的本創作第五較佳實施例,該實施 1 #、、且件(A )係在長形板材兩側的中間位置的兩邊 σ各刀。!1形成一道朝中央彎弧延伸一段距離後分別朝 兩^轴向延伸的切纟(Β),藉以形成-位於中間軸向位 勺幸構件(1 〇 )及四個分別位於軸心構件(1 〇 ) 兩側且呈間隔設置的側定位件(2 〇 ); 該實施例的軸心構件(1〇)於兩端分別形成-且穿 孔的連接頭(1d,並且軸向間隔形成有二段寬度較窄 的支撐軸部(12);該軸心構件(1〇)所設連接頭( 11)的兩側係與各側定位件(2 〇)的相對應端形成一 體連結的形態,並直接以位於兩側的切痕(Β)各形成一 位於軸心構件(i 0 )所設凹緣(i 3 )與敎位件(2 0 )所設凸緣(2 1 )之間的容置間隙(B );該軸心構 件(10)於支撐軸部(12)的表面披覆設有一層脫層 材料(40),並將圍束構件(3〇)的兩個槽型構材( 3 1 )相對應地罩覆結合固定於側定位件(2 〇 )的上、 下側表面而形成圍束形態。 的 > 中 向 請參閱第九圖所示的本創作六較佳實施例,該實施例 支樓組件(A)係在長形板材兩側接近兩端的位置開始 各切割形成一道朝中央彎弧延伸一於wχ 、外匕距離後分別朝板材 間部位軸向延伸的切痕(B ) , M ^ , J 糟M形成一位於中間軸 位置的軸心構件(1 0 )及二分別位私4 刀议於軸心構件(1 〇 13 M321445 )兩側的側定位件(2 〇 ); 該實施例的車由心構件(i 〇)於兩端及轴向位置,分 別形成-具穿孔的連接頭(11)及一寬度較窄的支標轴 部(12),並且該支撐轴部(12)的中段部位的兩側 係與兩側疋位件(2 〇 )形成一體連結的形態,同時直接 以位於兩側的切痕(B )各形成一位於轴心構件(1 〇 ) 所設凹緣(1 3 )與側定位件(2 〇 )所設凸 之間的容置間隙彳B ) · % ^M ' 、β, δ亥軸心構件(1 0 )於支撐軸部 (1 2 )的表面彼覆設有-層脫層材料(4 0 ),並將圍 束構件(3 0 )的兩個槽型構材(3工)相對應地罩覆結 合固定於側定位件(9 Π、Μ I* _ y . 態。 (20)的上、下側表面而形成圍束形 請參閱第十、十一圖所示的本創作第七較佳實施例, ^實施例的支樓組件(A)係設有一呈長形板片狀且位於 中間位置的連結構件(5〇)、二呈長形板片狀且分別位 於連結構件(50)上、下側的軸心構件(10) ’以及 八個分別設兩〜構件(1 Q )兩側且呈間隔設置的側定 ::牛(2 〇 );其中,該連結構件(5 0)係為一長形狀 、反材’固結於其上、下側的兩軸心構件(丄〇 )兩側各 相對應的敎位件(2〇),該兩軸心構㈠及位 ::兩側的各相對應側定位件(2〇),係利用切割機具 典广板材兩側的左、右兩半部位各切割形成一道呈具相 的U形切痕(B )所形成’藉以能夠以最大的經濟 效率來利用板狀材料; 14 M321445 該實施例的兩轴心構 >(丰f 1 M a Λ山& 铒仟C 1 0 )於兩端各形成一設呈 多數個穿孔的連接頭("),藉以利用兩轴心構件(;、 0 )的相對應連接頭(1 1 )與橫樑或立柱以搭接形式相 對組裝連接,各軸心構件(工〇 )轴向間隔形成有二段寬 度較窄的支撐軸部(1 2),並直接以位於兩側的切痕( B )各形成-位於軸心構件(工〇 )所設凹緣(i 3 )與 侧定位件(2 0 )所設凸緣(2丄)之間的容置間隙⑼ ),再於軸心構件(10)所設支樓軸部(12)朝向相 對外側的表面披覆設有一層脫層材料(4 〇 ); 該實施例的圍束構件(3 〇 )係設有二個可相對合 槽型構材(3 1 ),該兩槽型構材(3工)的寬度係略小 於或等於各軸心構件(1〇)的寬度及相對應兩側定位件 (2 0 )相對外側緣之間的距離’並且在將混凝土或水泥 y水等填充材(3 3)預鑄成型於兩槽型構材(3 1 )所 =填槽(3 2 )内後,將兩槽型構材(3 χ )相對應地 單覆固結於支禮* $且杜f 、Μ 、、件(A )的上、下側的側定位件(2 〇 ^藉以對兩軸:構件(10)形成圍束形態,組構成如 圖所示以兀全分離式構件組成的搭接組合 屈束制斜撐。 往 > 4參閱第十二圖所示的本創作第八較佳實施例,該 :了與刖述第七較佳實施例的差異部份係在於··將連結構 (=〇)設為上下疊靠結合的兩片式結合形態。 A明參閱第十三圖所示的本創作第九較佳實施例,該實 知例與前试〔證上I 月j攻第七較佳貫施例的差異部份係在於將支撐組件 15 M321445 (A)所設的連結構件(5〇)設為以多片板材依序相對 銜接組成形態,如圖所示的連結構件(5 〇)係設有二片 相對銜接的板材的實施形態。 請參閱第十四圖所示的本創作第十較佳實施例,該實 施例與前述第七較佳實施例的差異部份係在於:轴心構件 (1〇)僅設有-段寬度較窄的支撐軸部㈠2),於支 撐軸部(1 2 )位置的兩側緣各凹設形成有一凹緣(工3 ,〇 ( 10 )的兩側各對稱設有一側定位件 (2 0 )的實施形態。 °月參閱第十五、十六圖所示的本創作第十一較佳實施 ^其與前述第七較佳實施例的差異部份係在於支撐組件 斤叹轴〜構件(1◦)的形狀構造,其係在位於上 ;下側的轴心構件(1〇)的相對外側的軸線位置各凸伸 =有一道板片而形成截面為τ形的桿柱形態,各軸心構件 (1 0)於兩端各形成一設具多數個穿孔的連接頭(i丄 ,:且軸向間隔形成有二段寬度較窄的支撐軸部(12) #軸邛(1 2 )位置的三個板片側緣各凹設形成 、、 ),並對應位於軸心構件(1 0 )兩相對 凹緣(…,於各轴心構件(10)的兩 則=广個側定位件(20),各側定位件(2〇 2 ;又有一與所對應凹緣(1 3)形成相匹配的凸緣( 侧定位件3:7!件(10)的凹緣(13)與相對應 r R 々凸緣(2 1 )之間各形成一容置間隙 (” ’同時於軸心構件(10)所設支揮抽部(12; 16 M321445 朝向相對外側的表面披覆設有一層脫層材料(40); 該實施例的圍束構件(3 〇 )同樣係設有二個可相對 ‘合的槽型構材(3 i ),該兩槽型構材(3丄)的寬度係 •略小於或等於各軸心構件(1 〇 )的寬度及相對應兩側定 .位件(2 0 )相對外側緣之間的距離,並且在以混凝土或 ,水泥砂漿等填充材(3 3 )預轉成型時,預留配合τ形轴 心構件(10)形狀的嵌槽(34),藉以讓兩槽型構材 .(3 1 )能夠相對應地罩覆固結於支撐組件(a )的上、 下側=側定位件(2 ◦)而對兩軸心構件(1 0 )形成圍 束I ‘%,組構成如第十五、十六圖所示以完全分離式構件 組成的搭接組合式挫屈束制斜撐。 請參閱第十七圖所示的本創作第十二較佳實施例,該 實施例與前述第十一較佳實施例的差異部份係在於:於轴 心構件(1 〇 )僅設有_段寬度較窄的切軸部(丄2 ) 1於支樓軸部(12)位置的三個板片側緣各凹設形成有 丨緣(1 3 ),並於軸心構件(i 〇 )的兩側各對稱設 .有一側定位件(2 0 )的實施形態。 請參閱第十八圖所示的本創作第十三較佳實施例,該 實施例與前述第十一較佳實施例的差異部份係在於:將連 結構:;5 〇 )設為上下疊靠結合的兩片式結合形態。 —^ π麥閱第十九圖所示的本創作第十四較佳實施例,該 7把例與刖述第十一較佳實施例的差異部份係在於:將支 撐組件(Α)所設的連結構件(5〇)設為以多片板材依 序相對衡接虹成形態,如圖所示的連結構件($ 〇 )係設 17 M321445 有二片相對銜接的板材的實施形態。 請參閱第二十圖所示的本創作第十五較佳實施例,該 實施例與前述第十四較佳實施例的差異部份係在於:於轴 心構件(1 Q )僅設有-段寬度較窄的支撐㈣(丄2 ) ’於支撐軸部(1 2 ) &置的三個板片側緣各凹設形成有 、、彖(1 3 ),並於軸心構件(1 〇 )的兩側各對稱設 有一側定位件(2 0 )的實施形態。 ° 請參閱第二十一、二十二圖所示的本創作第十六較佳 實施例,該實施例的支撐組件(A )係包含有一截面呈十 字形的軸心構件(1 ◦),以及四分別位於軸心構件(工 〇 )兩側且呈間隔設置的側定位件(2 0 );其中,該軸 心構件(1 0 )於兩端各形成一設具多數個穿孔的連接頭 (1 1 ),且軸向間隔形成有二段寬度較窄的支撐軸部( 1 2 ),於各支撐軸部(1 2 )位置的四個板片側緣各凹 設形成有一凹緣(13),並對應位於轴心構件(1〇) 其中兩相對稱侧的凹緣(1 3 ),各側定位件(2 〇 )係 各設有一與所對應凹緣(1 3 )形成相匹配的凸緣(2工 )’同時於轴心構件(1 0 )的凹緣(1 3 )與相對應側 定位件(2 0 )的凸、緣(2 1 )之間各形成-容置間隙( ,並於支撐軸部(1 2)的表面披覆設有一層脫層材 料(4 0 ); " 該實施例的圍束構件(3 0 )係設有二個可相對合的 槽型構材(3 1 ),該兩槽型構材(3 1 )的寬度係略小 於或等於轴心構件(1 〇 )的寬度及相對應兩側定位件 18 M321445 2 Ο )相對外側緣之 漿等填充材(3 ] ) α ^ 戎水泥矽 ( 預·成型時,預留配合丁形軸心構件 、瓜槽(3 4 ),藉以讓兩槽型構材( 側定位件(20^固結於支撐組件(Α)的上、下側的 組構成如第二十—對:心構件(1…成圍束形態, 的挫屈束制斜撐。、—十二圖所示以完全分離式構件組成 靖苓閱第 m…、… 的本創作第十七較佳實施例, 軸:::;别述弟十六較佳實施例的差異部份係在於:於 10)僅設有-段寬度較窄的支撐軸部(丄2 有一於支撐軸部(12)位置的四個板片側緣各凹設形成 <有凹緣(13),並於軸心構件(10)的兩側各對稱 §又有一側定位件(2 0)的實施形態。 請參閱第二十四圖所示的本創作第十人較佳實施例, :貝把例與前述第十六較佳實施例的差異部 — i〇)的四個側緣,均分別間隔設置有二個側 疋位件(2Q),各側定位件(2Q)係各設有—與所對 ::緣(1 3 )形成相匹配的凸緣(2 1 ),並於軸心構 1 〇 )的凹緣(;[3 )與相對應側定位件(2 〇 )的 2,( 2 1 )之間各形成一容置間隙(B ),以及於支撐 由邛(1 2)的表面披覆設有一層脫層材料(4〇); 該實施例的圍束構件(3 0 )係設有四個呈L形而可 相對合的槽型構材(3 1 ),各槽型構材(3 1 )的寬度 系略小於或等於軸心構彳(1 〇 )寬度的-半,並且在以 19 M321445 混凝土或水泥砂漿等填充材(3 3 )於槽型構材(3 1 ) 所叹的填槽(3 2 )預鑄成型I,將四個槽型構材(3 1 )相對應地罩覆固結於支撐組件(A )的四個區位的侧定 位件(2 〇 )而對軸心構件(1 〇 )形成圍束形態,組構 成如第二十四圖所示的挫屈束制斜撐。 以上所述’僅是本創作的較佳實施例,並非對本創作 作任:形式上的限W ’任何所屬技術領域中具有通常知識 右在不脫離本創作所提技術方案的範圍内,利用本創 作所揭不技術内容所#出局冑更動或修㈣等效實施例, ^且未,離本創作的技術方案㈣,均仍屬於本創作技術 方案的範圍内。 【圖式簡單說明】 ::圖係本創作第一較佳實施例之結構分解示意圖。 -圖係本創作第—較佳實施例 第三圖係本創作第n…面不思圖。 第四圖係本創作第=之結構分解示意圖。 構示意圖。j作弟二較佳實施例所採用支撐組件之結 弟五圖係本創作第 之結構剖面示意圖。 弟六圖係本創作第 位之結構剖面示意圖。 第七圖係本創作第四 構示意圖。 冑〜例所採用支撐組件之結 第八圖係本創作筮 第五較佳實施例所採用支撐級件之結 較佳實施例於設有側定位件部位 較佳實施例於未設有側定位件部 20 M321445 構不意圖 構示意圖 =圖係本創作第六較佳實施例所採用支樓組件 弟十圖係本創作第七較 只例之結構分解示意 弟十圖係本創作第七較佳♦# ^ ^ 子乂1土 a %例之結構剖面兮 第十二圖係本創作第八較佳 第十三圖係本創作第九較佳 實施例之結構剖面示 實施例之結構分解示 圖 圖 第十四圖係本創作第十較 平又佳貫施例之結構分解示 第十五圖係本創作第十_ 奴佳貫施例之結構分解 第十六圖係本創作第+ ^ _ ”乍弟十—較佳實施例之結構剖面 第十七圖係本創作第 圖 較佳實施例之 結構分解 圖 第十八圖係本創作第十三較佳實施例之結構剖 面 圖 圖 第十九圖係本創作第十四較佳實施例之結構分解 第二十圖係本創作第十五較佳實施例之結構分解 之結 意圖 意圖 意圖 意圖 示意 示意 示意 示意 示意 示意 21 M321445 第二十一圖係本創作第十六較佳實施例之結構分解示 意圖。 ^ 第二十二圖係本創作第十六較佳實施例之結構剖面示 意圖。 4 第二十三圖係本創作第十七較佳實施例之結構分解示 意圖。 ^ 第二十四圖係本創作第十八較佳實施例之結構剖面示 意圖。 (B )容置間隙、切痕 (1 1 )連接頭 (1 3 )凹緣 (2 1 )凸緣 (3 1 )槽型構材 (3 3 )填充材M321445 VIII. New Description: 【New Technical Fields】 This creative department is an intensive building installation used for buildings and various civil engineering projects, especially a completely separate set-up beam that can produce stable quality and easy installation. Bracing. [Prior Art] ^ Strengthening the knots and supports of large-scale buildings and various civil and mechanical guards. Between the prisms and columns of the embankment, a diagonal member is formed to form an oblique branch, which is buried and & 曰达丨长1 What is good axial toughness, strengthening the gentleman's structure and eliminating the vibration energy, etc. #钤,古Μ recognition a > ° Temple effect has the structural sorrow and function of the existing diagonal bracing members For details, please refer to the patent case of Bulletin No. 36452. In the announcement number No. 36, the case of the case, the section is X彤, and the mother / 7 series J τ axis position Α the axial member is inserted into the axial position of the square steel pipe. Or the cement sand is tiredly filled in the axial member... = between, by using the square steel pipe and the filled coagulation = forming = = ΓΤ surrounding the beam member, preventing the axial member from frustrating when subjected to pressure, and τ is used to prevent axial force transmission. 5 has a layer of delamination material, and the door force is transmitted to the surrounding member. However, in the reference case, the two ends of the axial member are ^ 5 oversized and the size is approximately equal to the joint, and the axial member is required to be worn over the axial steel tube phase _^^ layer material. If the layer material is scraped off to reduce or destroy the strip, the square steel must be: The shaft member has been inserted into the square steel tube axial member and erected in an upright form to fill the mixture. 4 M321445 Reduced soil' not only causes the concrete filling operation to be extremely troublesome. Inconvenient, and it is difficult to maintain the correct positioning between the axial member and the square steel pipe, the manufacturing process benefits the monitoring of the quality of the washing of the concrete, thus directly affecting the quality of the frustration. [New content] In order to solve the shortcomings and limitations of the existing frustration bundles, such as difficulty in production, inconvenience in assembly and construction, and unstable quality, the creator developed a pre-pray molding method for filling materials such as concrete or cement sand. After the bundle member is assembled, the fully separated frustration bundle is inclined. The main purpose of this creation is to divide the bundle members into two trough-shaped members in a separate form, so that the filler materials such as concrete or cement mortar can be formed in the groove of the trough-shaped member, and then the two-slot structure The material is fixed to the support assembly to form a bundle, so that the components in a completely separated form are assembled into a frustration/slanting wave applied to a building or civil engineering, and the existing frustration of the buckling beam is fully solved. It is not easy, and the shortcomings and limitations of assembly and construction inconvenience, effectively improve the practicability and effectiveness of the buckling restraint. The technical means used in the present invention is to provide a completely separate hanging bending bundle bracing, comprising: a supporting component, the supporting I component is provided with more than one axial component = the axial component is provided with a set The above two symmetrical sides, each of the symmetrical sides, sighs a non-linear side edge of the concave edge, and corresponds to: symmetrical sides each having more than one side locating member, each side positioning ^ corresponding to the concave edge Each of the non-linear side edges is provided with a non-linear side edge of the matching flange and a receiving gap is disposed between each of the axial members and the non-linear 5 M321445 side edges of the corresponding side positioning members; And a surrounding beam member comprising two or more trough-shaped members having a length shorter than each of the shaft members, wherein each of the trough-shaped members is fixedly coupled to the side positioning member of the branch assembly by a side edge On the contact surface, a filling material (four) core structure is provided between each groove-shaped member and the corresponding support member. The shaft member of the present invention is coated with a delaminating material on the surface adjacent to the filler, and the filler is formed in the grooved member by concrete, non-shrinkage cement mortar or other materials. In the gully. Preferably, the support assembly of the present invention comprises an axial member and two or more side positioning members respectively disposed on opposite sides of the axial member, the axial member forming a joint at both ends and axially The support I is formed with more than one width & 乍. The portion of the support portion is recessed on the opposite side of the support shaft portion to form a concave edge. The corresponding edge of the clamp member is coupled to the corresponding concave edge and a convex portion is convexly disposed at the opposite position. edge. Preferably, the axial member and the side positioning members of the present invention can be cut by the same elongated plate. ☆ Preferably, the width of the grooved member of the present invention is slightly smaller than or equal to the distance of the outer edge of the opposite sideless positioning member, and is fixed to the contact surface of each side positioning member with the side edge. Preferably, the support component of the present invention comprises a connecting member at an intermediate position, two axial members respectively coupled to the lower side of the connecting member, and the axial member may be a one-piece member or Two or more sheets are laminated or sequentially connected to each other. M321445 Preferably, the axial member of the present invention is in the form of a pole having a cross section, and the axial member is provided with two or more narrow shaft portions at intervals in the axial direction. The three side edges of the position of the floor portion are respectively recessed to form a concave edge, and each of the two opposite sides of the axial core member is provided with one of the side positioning members, and each side positioning member is matched with the corresponding concave edge. A flange is protruded from the opposite position. Preferably, the support assembly of the present invention comprises a cross-shaped arc-shaped core member, the axial member forming a joint at each end and axially spaced apart to form one or more narrow support shaft portions, each of which is The support shaft portion is recessed to form a concave edge on each of the four side edges of the plate; wherein one or more sets of side positioning members may be respectively disposed on one or two sets of opposite sides of the axial core member, and each side positioning member is matched The corresponding concave edge is convexly provided with a flange at the opposite position, and the surrounding member can be divided into four L-shaped and tangible groove-shaped members, and the width of each groove-shaped member is slightly smaller. Or equal to half the width of the axial member. # The creation of the complete separation of the buckling beam bracing, the advantages and improvements can be at least included: 1. This creation uses the technical means of dividing the surrounding components into separate forms and then assembling and fixing, which can be easily and quickly After the filler material such as concrete or cement mortar is formed into the trough-shaped material, the concrete is filled and fixed to the support assembly to form a bundle, which effectively simplifies the concrete filling operation of the buckling brace, and enables the surrounding member It can accurately assemble and position with the support component, directly monitor the manufacturing quality of the filler, and improve the production efficiency and quality of the buckling beam. 7 M321445 2. This creation utilizes the technical means of dividing the surrounding components into separate forms and then assembling them. The dog can solve the problem that the existing frustration bundles are difficult to insert and the delaminated materials are easily scraped off. The utility model can effectively improve the convenience and molding efficiency of the assembly of the buckling restraint and ensure the use of the delamination material to prevent the axial force from being transmitted to the surrounding member. 3. This creation directly uses the cutting method to produce a supporting component including a shaft member and a side positioning member, and cooperates with the surrounding function of the surrounding member to effectively reduce the structure and not waste. In the case of the material/providing, the buckling restraint which ensures the strength of the axial member in the material direction and the energy dissipation effect. [Embodiment] In order to understand in detail the technical features and practical work instructions of the present creation In the case of mh & The frustration between the beam and the column of the bridge and other columns is not limited. For the fan dance of this creation, there is no specific restriction. Please read each of the 3 households: > Read the maps of the 'this creation', _ Wangdao off-type setbacks, including the support assembly (A), which has a long-shaped axial member (...,,) system. There is also a side positioning member (2 )) for each axial member (1 ^ ), and one or more corresponding to the middle, 丄〇) symmetrical side (r), each of the axial members (1 u", which has a a concave edge), which is formed on two or more opposite sides, each of which forms a non-linear side edge of the wire: a nonlinear side of the formula, and a non-linear side of each side positioning member (2, ..., ~ member (10) The M321445 has a non-linear side edge in the form of a flange (2 1 ), and a non-linear side edge of each axial member (10) and a non-linear side edge of the corresponding side positioning member (2◦) Forming a receiving gap (B) therebetween, thereby providing an accommodating space for the lateral deformation of the axial member (10) when the fork force acts. - a bunching member (30), the surrounding member (30) The system includes one or more trough-shaped members (31) having a long shape, and each trough-shaped member (3 1): each is provided with a filling groove (32), and is filled in each of the filling grooves (3 2) a filler composed of concrete, cement mortar or other materials' and the respective channel members (3 1 ) are fixedly attached to the corresponding faces of the side positioning members (2 〇) provided on the support assembly (A) with the side edges each The structural member (31) and the filler (33) form a bundle shape for each of the axial members (10) of the support assembly (A); the east system 2 ΙΓ成" The slanting bracing can be carried out on the surface of the axial member (1)) with the r delaminating material (4 〇), thereby preventing the axial force transmission of the axial member (1 〇) To the surrounding member (30). Qing Jiandi Yi, Yigang # - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The axial member (i 〇)-shaped plate-shaped side positioning member (20); wherein, the =) and the two-side positioning members (2 Ω, C1 0 are longitudinally cut at both sides: the same: (4) The plate is made of a large economical efficiency by the cutting machine; = the thickness of the two-piece component 'by the most machine tool, the shaft 2 can be further utilized) is processed to a thickness slightly smaller than the thickness of the side M321445 positioning member (2 〇) The aforementioned axial member (10) is formed at both ends - a plurality of perforations are provided to be locked to the corresponding joints of the beam and column, and the axial portion of the core member (1 Q ) is formed - supported The shaft portion (i 2 ) is recessed on both sides of the support shaft portion (1 2 ) to form a trapezoidal concave edge (丄3), so that both sides of the axial core member (1 〇) are formed with a concave edge (丄3) Forming a linear side edge, and simultaneously providing a layer of delamination material (4〇) on each of the upper and lower side plates of the support shaft portion (丄2); The length of each side positioning member (2〇) is slightly shorter than that of the axial member 〇), and corresponds to the concave edge of the axial member (1 G ) (i 3 ) at the corresponding position of each side positioning member (20). Protruding to form a trapezoidal flange (2 1 ), so that the axial member (worker) and the side positioning members (the non-linear side edges of the two forms a concave-convex matching form, while the axial center 10 0) of the concave edge (1 3) Between the flanges (2 1 ) of the two side positioning members (2 )), a proper spacing (B) is provided; the surrounding member (3 〇) of the embodiment is provided Two traversable members (31), the width of the two-slot member (31) is slightly smaller than or equal to the distance between the opposite outer edges of the two side positioning members (2 〇), and = two grooves Each of the members (31) is provided with a filling groove (32), so that a filling material (33) such as concrete or cement mortar can be formed into the filling groove (32) of the two grooved members (3 1 ); Thus, the aforementioned two-slot member (3 2 ) is correspondingly covered on the upper and lower side surfaces of the support assembly (A), and the side edges of the two-slot member (3 1 ) are welded or j : It is ancient, & The method is combined with the contact surface of the two-position positioning member (2 〇) to connect the M321445, so that the surrounding member (3 〇) is aligned with the axial member (1 〇 is formed into a bundle shape, and the group is formed as the first _ dry, 丄υ) Shown as a completely separate component, the Japanese-made setback is made. ^After the noon group, please refer to the preferred embodiment of the creator shown in the third figure. The example of the above-mentioned first preferred embodiment is: /, " (A) The axial members (1 η , , both ends of the shaft member are provided with a cross-shaped belt and a plurality of perforated joints (dice-shaped, completed), and the bundle member (3d) is When filling concrete or cement mortar, etc., and framing (33) 預鑄 molding, reserve a matching groove (3 4 ) in the shape of a ten-shaped joint (Ί ], ^ according to C 1 1 ) to allow two The trough-shaped member (3 1 ) is correspondingly covered and fixed to the upper and lower sides of the side positioning member (2 〇) of the support assembly (A), and U) For the axial structure 1 0) to form a bundle shape. t, please refer to the fourth preferred embodiment of the fourth to sixth figures, (b), the support assembly of the embodiment (A) #刹田 I ^ ^ 1) Using a cutting machine to cut each of the left and right halves of the long plate to form a U-shaped cut (Β) with a considerable width to form an axial direction between the middle jaws. position The axial member (10) and the four side positioning members (2 〇) on both sides of the member (10) are arranged at intervals. The gentleman λα Α ^ WUJ, wherein the wheel core member ( The working slabs respectively form a perforated joint Γ $ #硕(1 1) at both ends, and are axially spaced to form two narrow-width support shaft portions 1丄2)' at the same time directly on both sides The cut marks (Β) each form a concave edge (1 3 ) provided on the shaft/the piece (10) and a convex wire gossip set by the side positioning member (20), and the yσ and the flange (2 1 ) The accommodating gap (Β) between the axial member 纟彳η ^1 (1 ϋ ) is covered with a layer of delamination material (4 〇) · 11 M321445 The surrounding member (30) of this embodiment is also provided with two splicable channel members (3 1 ) whose width a is slightly smaller than or equal to the axis member (1) The width of Q) and the distance between the two sides of the positioning member 0) relative to the outer edge, and the filling material (3 3 ) of concrete or cement sand is set in the two grooved members (3 i ) Filling the groove ^ 2 )預鑄Type I' correspondingly covers the two-slot member (3!) to the side positioning member (2〇)@ on the support assembly (A), and the lower side surface 'to make the bundle member (1)) The member (1〇) forms a bundle shape, and the group composition is as shown in the fourth to sixth figures. 13 The frustum bundle is not formed by the elemental full-separated member. Μ ^ “Reading the creation of the seventh figure The support assembly of the fourth preferred example (A is started at the side of the Lu and the t-plate, the elongated plate is close to one end of the one end, and each of the cuts forms a center toward the center and becomes a red a. ^ axially extending cuts (卩, 精密, to form an axial member located in the middle axial position (1 〇) month - eight sets 丨 ~) and a knife on the sides of the axial member (10) Positioning member (2 〇); 1 Both ends and axial part of the axial member (not forming a Μ #1 〇) of this embodiment, the connection head of the typhoon ventilating hole f ^ ( 1 PX . 11) And a narrow width support shaft IC 1 2 ), and the axis π X ^ ^ 佴仟 (1 0 ) and one end of the two side positioning members (2 〇) are shaped ^ 13⁄4 Μ +77 Λ / _ the shape of the heart, at the same time directly on the two sides of the cut (Β) 夂, , ^ ( 2 ο Ν ^ ^. stand on the axial member (1 0) set the concave edge c 1 3 ) The ν ^ core member (1 〇) between the flange (21) provided with the side positioning member (the accommodation gap (B) H) is covered with a sound on the surface of the support shaft portion (1 2 ), and 丄z ^ θ material (40), and the cover member 12 M321445 hi member (3 1 ) is correspondingly covered and fixed to the upper and lower side surfaces of the side positioning members (9 n, L ^ "d U ) Form a bundle shape. Ming Mai read the fifth preferred embodiment of the present invention shown in the eighth figure, the embodiment 1 #, and the member (A) is stenciled on both sides of the middle position on both sides of the elongated plate. !1 forms a cut Β (Β) extending a distance from the central curved arc and then extending toward the two axial directions, thereby forming - the intermediate member in the middle axial position (1 〇) and four respectively located in the axial member ( 1 〇) side positioning members (2 〇) arranged at both sides and spaced apart; the axial member (1 〇) of this embodiment is formed at both ends - and the perforated connecting heads (1d, and the axial spacing is formed by two a support shaft portion (12) having a narrow section width; the two sides of the joint head (11) provided by the shaft core member (1) are integrally connected with the corresponding ends of the side positioning members (2 〇), And directly forming a notch (Β) on both sides between the concave edge (i 3 ) provided by the axial member (i 0 ) and the flange (2 1 ) provided by the clamp member (20) Accommodating the gap (B); the axial member (10) is covered with a layer of delamination material (40) on the surface of the support shaft portion (12), and two groove structures of the bundle member (3〇) The material (3 1 ) is correspondingly covered and fixed to the upper and lower side surfaces of the side positioning member (2 〇) to form a surrounding shape. See the ninth figure for the creation of the material. According to a preferred embodiment, the branch assembly (A) of the embodiment is formed at a position close to the two ends of the elongated plate to form a curve extending toward the center, and the distance between the outer and outer turns is respectively directed to the axis between the plates. To the extended cut (B), M^, J, the M is formed by a shaft member (10) at the position of the intermediate shaft, and the two are respectively disposed on the sides of the shaft member (1 〇13 M321445). Side positioning member (2 〇); the vehicle core member (i 〇) of the embodiment is formed at both ends and in the axial position, respectively, forming a perforated joint (11) and a narrow-width branch shaft portion ( 12), and the two sides of the middle portion of the support shaft portion (12) are integrally connected with the two side clamp members (2 〇), and at the same time, the cuts (B) located on both sides are directly formed at one side. Axial member (1 〇) The gap between the concave edge (1 3 ) and the convexity of the side positioning member (2 〇) 彳B ) · % ^M ' , β, δ海 axis member (1 0) The surface of the support shaft portion (1 2 ) is covered with a layer of delamination material (40), and the two groove members (3) of the bundle member (30) are corresponding to each other. The cover is fixed to the side positioning members (9 Π, Μ I* _ y. (20) on the upper and lower side surfaces to form a bundle shape. Please refer to the seventh and fourth paragraphs of the creation shown in the tenth and eleventh figures. In a preferred embodiment, the branch assembly (A) of the embodiment is provided with a connecting member (5〇) in an elongated plate shape and at an intermediate position, and two elongated plates are respectively located at the connecting member (50). The upper and lower axial members (10)' and the eight sides of the two members (1Q) are disposed at intervals on each side: a cow (2 〇); wherein the connecting member (50) It is a long shape, and the opposite material is fixed to the upper and lower sides of the two axial members (丄〇) corresponding to the corresponding clamping members (2〇), the two axes of the heart (1) and the position: The corresponding side positioning members (2〇) on both sides are formed by cutting the left and right halves on both sides of the cutting plate of the cutting machine to form a U-shaped cut (B) with a phase. Using the plate material with maximum economic efficiency; 14 M321445 The two-axis structure of this embodiment > (Feng f 1 M a Λ山 & 铒仟C 1 0 ) is formed at each end a perforated connector ("), whereby the corresponding connector (1 1 ) of the two-axis member (;, 0) is assembled and connected with the beam or the column in an overlapping manner, and each axial member (worker) The axial spacing is formed by two narrow support shaft portions (12), and is formed directly by the slits (B) located on both sides - a concave edge (i 3 ) provided in the axial member (work) The accommodating gap (9) between the flange (2丄) provided by the side positioning member (20) is further covered on the opposite outer surface of the shaft portion (12) provided by the shaft member (10). There is a layer of delaminating material (4 〇); the surrounding member (3 〇) of this embodiment is provided with two slatable members (3 1 ), and the width of the two-slot members (3 gong) The system is slightly smaller than or equal to the width of each axial member (1〇) and the distance between the opposite lateral edges of the corresponding positioning members (20) and is pre-filled with filler materials such as concrete or cement y water (3 3) After casting in the two-groove member (3 1 ) = fill groove (3 2 ), the two-groove members (3 χ ) are correspondingly fixed to the support * $ and Du f, Μ , , (A The upper and lower side positioning members of the upper and lower sides (2 借^ by means of the two axes: the member (10) is formed into a bundle shape, and the group is composed of a lap joint combined with a full-separated member as shown in the figure. . Referring to the eighth preferred embodiment of the present invention shown in FIG. 12, the difference from the seventh preferred embodiment is that the connection structure (=〇) is set to The two-piece combination of the upper and lower layers is combined. A is to refer to the ninth preferred embodiment of the present invention shown in the thirteenth figure, and the difference between the actual example and the previous test is based on the difference between the seventh preferred embodiment and the seventh preferred embodiment. The connecting member (5〇) provided in M321445 (A) is configured such that a plurality of sheets are sequentially connected to each other, and the connecting member (5 〇) as shown in the drawing is provided with two sheets of the oppositely joined sheets. Referring to the tenth preferred embodiment of the present invention shown in FIG. 14, the difference between the embodiment and the seventh preferred embodiment is that the axial member (1〇) is only provided with a segment width. The narrow support shaft portion (1) 2) is formed with a concave edge on each of the two side edges of the support shaft portion (1 2 ) (the working edge of the work 3, 〇 (10) is symmetrically provided with one side positioning member (20) The embodiment of the present invention is the eleventh preferred embodiment of the present invention shown in the fifteenth and sixteenth drawings. The difference from the seventh preferred embodiment is that the supporting component is sinus shaft-member (1). The shape of the structure is located on the upper side; the axial position of the opposite side of the lower axial member (1〇) is convexly extended = there is a plate to form a column shape having a cross-section of a τ shape, each axis The member (10) is formed at each of the two ends with a plurality of perforations (i丄, and the axial spacing is formed with two narrow support shaft portions (12) #axis邛(1 2 ) position The three side edges of each of the three sheets are formed to be recessed, and correspondingly located on the opposite concave edges of the axial member (10) (..., two of the respective axial members (10) Then = wide side positioning member (20), each side positioning member (2〇2; another one has a matching flange with the corresponding concave edge (13) (side positioning member 3: 7! member (10) A receiving gap ("' is formed between the concave edge (13) and the corresponding r R 々 flange (2 1 ). At the same time, the pivoting portion of the axial member (10) is disposed (12; 16 M321445 toward the opposite outer side) The surface coating is provided with a layer of delaminating material (40); the surrounding member (3 〇) of the embodiment is also provided with two slantable groove-shaped members (3 i ), the two-slot structure The width of the material (3丄) is slightly less than or equal to the width of each axial member (1 〇) and the distance between the opposite side edges of the corresponding position (20), and in concrete or When the filler (3 3 ) such as cement mortar is pre-formed, a groove (34) matching the shape of the θ-shaped axial member (10) is reserved, so that the two-slot member (3 1 ) can be correspondingly The cover is fixed to the upper and lower sides of the support assembly (a) = the side positioning member (2 ◦) and forms a bundle I '% for the two axial members (10), and the group is constructed as shown in the fifteenth and sixteenth Completely separated structure The lap joint combined frustum yoke is formed. Referring to the twelfth preferred embodiment of the present invention shown in FIG. 17, the difference between the embodiment and the eleventh preferred embodiment is : The shaft member (1 〇) is only provided with a tangential portion having a narrow width (丄2). 1 The side edges of the three slabs at the position of the shaft portion (12) of the slab are recessed to form a rim (1). 3), and symmetrically disposed on both sides of the axial member (i 〇). There is an embodiment of the one-side positioning member (20). Please refer to the thirteenth preferred embodiment of the present invention shown in FIG. The difference between this embodiment and the eleventh preferred embodiment is that the connection structure: 5 〇 is set as a two-piece combination of upper and lower stacking. - ^ π 麦 阅 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第 第The connecting member (5〇) is designed such that a plurality of sheets are sequentially connected to each other in a rainbow pattern, and the connecting member ($ 〇) shown in the drawing is a configuration in which 17 M321445 has two sheets that are opposed to each other. Referring to the fifteenth preferred embodiment of the present invention shown in the twentieth embodiment, the difference between the embodiment and the fourteenth preferred embodiment is that only the axial member (1 Q ) is provided - The support having a narrow section width (4) (丄2) 'The three side edges of the support plate portion (1 2 ) & are recessed and formed with 、(1 3 ) and the axial core member (1 〇 An embodiment in which one side positioning member (20) is symmetrically provided on both sides of the symmetry. Please refer to the sixteenth preferred embodiment of the present invention shown in the twenty-first and twenty-second figures, wherein the support assembly (A) of the embodiment comprises a shaft member (1 ◦) having a cross shape. And four side positioning members (20) respectively disposed on opposite sides of the axial member (worker); wherein the axial member (10) forms a connector with a plurality of perforations at both ends (1 1 ), and a plurality of support shaft portions (12) having a narrow width are formed in the axial interval, and a concave edge is formed in each of the four side edges of each of the support shaft portions (1 2 ). And corresponding to the concave edge (1 3 ) of the two opposite sides of the axial member (1〇), each side positioning member (2 〇) is provided with a matching with the corresponding concave edge (1 3 ). The flange (2) is formed at the same time between the concave edge (1 3 ) of the axial core member (10) and the convex edge (2 1 ) of the corresponding side positioning member (20). And a layer of delamination material (40) is disposed on the surface of the support shaft portion (12); " the surrounding member (30) of the embodiment is provided with two tangential groove structures (3 1 ), the width of the two-slot member (3 1 ) is slightly smaller than or equal to the width of the axial member (1 〇) and the corresponding lateral locating members 18 M321445 2 Ο ) Material (3 ] ) α ^ 戎Cement 矽 (Pre-formed, the square shaft member and the melon groove (3 4 ) are reserved for the two-slot structure (the side positioning member (20^ is fixed on the support) The upper and lower side groups of the component (Α) are composed of the twentieth-pair: the core member (1... in the form of a bundle, the buckling bundle of the buckling bundle), and the twelve figures are composed of completely separate members. The seventeenth preferred embodiment of the present invention of the present invention, the axis:::; the difference between the preferred embodiments of the sixteenth embodiment is that: 10) only has a - segment width The narrow support shaft portion (丄2 has a side edge of the four plates at the position of the support shaft portion (12), each recessed to form a concave edge (13), and is symmetric on both sides of the axial member (10). There is also an embodiment of the one-side positioning member (20). Please refer to the preferred embodiment of the tenth person of the present invention shown in the twenty-fourth embodiment, which is the same as the foregoing sixteenth preferred embodiment. The four side edges of the different parts - i〇) are respectively provided with two side clamping members (2Q), and each side positioning member (2Q) is provided with each other - and the pair:: edge (1 3 ) The matching flange (2 1 ) and the recess ([3] of the axial center 1) and the corresponding side positioning member (2 〇) 2, (2 1 ) form an accommodation The gap (B) and the support are covered by a surface of the crucible (12) with a layer of delamination material (4〇); the surrounding member (30) of the embodiment is provided with four L-shapes. The width of each trough-shaped member (3 1 ) is slightly less than or equal to - half of the width of the axial structure (1 〇), and is 19 M321445 concrete or cement mortar The filling material (3 3 ) is formed in the groove (3 2 ) of the groove-shaped member (3 1 ), and the four groove-shaped members (3 1 ) are correspondingly covered and fixed on the support. The side positioning members (2 〇) of the four positions of the component (A) form a bundle shape for the axial core member (1 〇), and the group constitutes a buckling bundle struts as shown in Fig. The above description is only a preferred embodiment of the present invention, and is not intended to be a limitation of the present invention: a limitation of the form W. Any of the technical fields in the technical field is within the scope of the technical solution proposed by the present invention. The non-technical content of the creation of the work is not changed or revised (4) the equivalent embodiment, ^ and not, the technical solution (4) from the creation is still within the scope of the creative technical solution. BRIEF DESCRIPTION OF THE DRAWINGS The following is a schematic exploded view of the first preferred embodiment of the present invention. - Drawing system creation - preferred embodiment The third picture is the nth... The fourth picture is a schematic diagram of the structure decomposition of the original =. Schematic diagram. The second embodiment of the preferred embodiment of the preferred embodiment of the present invention is a cross-sectional view of the structure of the present invention. The sixth figure is a schematic cross-section of the structure of this creation. The seventh picture is a schematic diagram of the fourth structure of the creation. The eighth embodiment of the support assembly used in the example is a preferred embodiment of the support member used in the fifth preferred embodiment. The preferred embodiment is provided with a side positioning member. The part of the part 20 M321445 is not intended to be schematic diagram = the figure is the sixth preferred embodiment of the present invention, the use of the branch assembly, the tenth figure, the seventh embodiment of the creation, the structural decomposition, the tenth figure, the seventh preferred embodiment ♦# ^ ^ 乂 乂 土 土 土 % % % % % 兮 兮 兮 兮 兮 兮 兮 兮 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八 第八Figure 14 is a breakdown of the structure of the tenth flatter and better example of the creation. The fifteenth figure is the tenth of the creation. The structure decomposition of the example of the slaves is the first part of the creation. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 18 is a structural exploded view of the preferred embodiment of the present invention. FIG. 18 is a cross-sectional view of the thirteenth preferred embodiment of the present invention. Nine diagrams are the twentieth diagram of the structure of the fourteenth preferred embodiment of the present invention. The structural decomposition of the fifteenth preferred embodiment of the present invention is intended to be intended to schematically illustrate the schematic schematic representation of the M 21445. The twenty-first embodiment is a schematic exploded view of the sixteenth preferred embodiment of the present invention. Figure 2 is a schematic cross-sectional view showing the structure of the sixteenth preferred embodiment of the present invention. The twenty-third figure is a schematic exploded view of the seventeenth preferred embodiment of the present invention. Schematic diagram of the structure of the preferred embodiment. (B) accommodating gap, incision (1 1 ) joint (1 3 ) concave edge (2 1 ) flange (3 1 ) grooved member (3 3 ) filler

【主要元件符號說明】 (A )支樓組件 (1 0 )軸心構件 (1 2 )支撐軸部 (2 0 )側定位件 (3 0 )圍束構件 (3 2 )填槽 (3 4 )嵌槽 (4 0 )脫層材料 (5 0 )連結構件 22[Description of main component symbols] (A) Branch assembly (10) Axis member (1 2) Support shaft portion (20) Side positioning member (30) Coaming member (3 2) filling groove (3 4) Insert groove (40) delamination material (50) joint member 22

Claims (1)

M321445 九、申請專利範圍: 1、一種完全分離式挫屈束制斜撐,包含有: . 一支撐組件,該支撐組件係設有一個以上的軸心構件 •,各軸心構件係設有一組以上的兩相對稱側,各相對稱側 係設有一具凹緣的非線性側緣,並對應於各軸心構件的各 相對稱側各設有-個以上的側定位件,各側定位件係配合 各所對應具凹緣的非線性側緣而各設有一具相匹配凸緣的 φ 非線性側緣,並於各軸心構件與所對應各側定位件的非線 性側緣之間各設有一容置間隙;以及 … 一圍束構件,該圍束構件係包含有二個以上的槽型構 材,各槽型構材以側緣固設結合於支樓組件所設側定位件 的相對接觸面上,並於各槽型構材與所對應的支撐組件之 間设有填充材而對軸心構件形成圍束形態。 2、如中請專利範圍第丄項所述之完全分離式挫屈束 制斜撐,其中於所述的軸心構件於鄰靠所述填充材的表面 φ 披覆設有一脫層材料。 3如申睛專利範圍帛2項所述之完全分離式挫屈 制斜樓,其中所述的槽型構枋係設有一填槽,所述的 材係以混凝土或水泥砂漿等材料預禱成型設於該填样中。 4、 如申請專利範圍第1項所述之完全分離式挫屈束 制斜推,其中所述的槽型構材係設有-填槽,所述的填充 材係以混凝土或水泥砂漿等封料預鑄成型設於該填槽中、。 5、 如申請專利範圍第…項其中任一項所述之完 全分離式挫屈束制斜擇,其中所述的支I组件係包含一所 23 M321445 述轴心構件及二分別設於 位件;其中的轴心構件;'構件相對稱側的所述側定 位形成-寬度較窄的I:::各形成-連接頭且於轴向部 各凹設形成-凹緣;各側於該支擇車由部的相對稱側 相對位置凸設有H 件係配合所對應的凹緣而於 6、 如申請專利範圍箆 制斜撐,其中所述的轴心構件及:=完全分離式挫屈束 板材所切割成型。 及各側疋位件係由同一長形 7、 如申請專利範圍第6項 制斜揮,其中所述的軸心構件鱼“疋王分離式挫屈束 形成-體連結形態。構件與各側定位件的其中一端係 制钭ΓίΓ專利範圍第7項所述之完全分離式挫屈束 帝J斜撐,其中所述槽也】4美& 側所述側定位件的外側緣距冑^係略小於或等於相對稱 定位件的_^ ^以側緣固結於所述各側 制j、r請專利範圍第5項所述之完全分離式挫屈束 I斜揮’Μ所述槽型構材的寬度係略小於或等於相對稱 ^ Μ1緣距離,並以側緣固結於所述各側 疋位件的接觸面。 1 0、如申請專利範圍第2至4項其中任一項所述之 完全分離式㈣束騎撐,#中所述的支撐組件係包含一 :::軸心構件及四分別設於該軸心構件兩相對稱側的所述 7疋位件;其巾的軸心構件於兩端分別形成-連接頭且軸 向間隔設有二寬度較窄的支撐軸部,於各支撐軸部的相對 24 M321445 稱側各凹設形成-凹緣;各侧定位件係配合所對應的凹緣 而於相對位置凸設有一凸緣。 • 1 1、如申請專利範圍第1〇項所述之完全分離式挫 .屈束制斜樓,其中所述的軸心構件及各側定位件係由同— 長形板材所切割成型。 - 1 2、如申請專利範圍第11項所述之完全分離式挫 屈束制斜撐,其中所述的連接頭兩側係與所對應側定位件 • 的相對應端形成一體連結形態。 1 3、如申請專利範圍第工2項所述之完全分離式挫 屈束制斜樓,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 1 4、如申請專利範圍第丄所述之完全分離式挫 屈束制斜擇,其中所述的支樓軸部中段部位的兩側係與所 子應側疋位件的相對應端形成一體連結形態。 • 1 5、如申請專利範圍第丄4項所述之完全分離式挫 -屈束制斜撐’其中所述槽型構材的寬度係略小於或等於相 對稱側所⑽定位件❸卜㈣距離,並以縣固結於 各侧定位件的接觸面。 尸未16、如申請專利範圍第1 0項所述之完全分離式挫 ::制斜撐,其中所述槽型構材的寬度係略小於或等於相 久無侧所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 1 7、如中請專利範圍第1至4項其中任-項所述之 M321445 元全分離式挫屈束制斜撐,其 位於中門^^A虫 L 〇支撐組件係包含一 瓦宁間位置的連結構件、—八 各 側的胼n 一刀別位於該連結構件上、下 、斤述軸心構件,連結構件 m , #仵係〜合固定於軸心構件兩側 谷相對應的側定位件。 r 1 8、如申請專利範圍第1 屈東制嵙舞 ^ , 員所述之元全分離式挫 且於紅釉〜構件於兩端各形成一連接頭 的如祖^ 乍的支撐軸部,於該支撐軸部 側夂q W ,於該軸心、構件的兩相對稱 各叹有一所述的側定位 凹绦A, 谷側疋位件係配合所對應的 凹、、彖而於相對位置凸設有一凸緣。 1 9 Ή請專利範圍第i 8項所述之完全分離式挫 :束制斜揮,其中所述的軸心構件及各側定位件係由同一 長形板材所切割成型。 20、如申請專利範圍第χ 9項所述之完全分離式挫 :束制斜撐,其中所述的軸心構件與各側定位件的其中一 端係形成一體連結形態。 2 1、如申請專利範圍第2 〇項所述之完全分離式挫 屈束制斜撐,其_所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外侧緣距離,並以側緣固結於所述 各側定位件的接觸面。 2 2、如申請專利範圍第1 8項所述之完全分離式挫 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 26 M321445 尸2 1如申請專利範圍第工7項所述之完全分離式挫 出,斜撐,其中所述的軸心構件於兩端各形成一連接頭 且於軸向部位間隔形成二寬度較窄的支撐軸部,於各支^ 2的相對稱侧各凹設形成1緣;於該軸心構件的兩才: “冉側各間隔設有二所述的側定位件,各側定位件係配合 所對應的凹緣而於相對位置凸設有一凸緣。 口 2 4、如中請專利範圍第2 3項所述之完全分離式挫 屈束制斜擇,纟中所述的軸心構件及各歡位件係由同一 長形板材所切割成型。 J 5、如巾請專利範圍第2 4項所述之完全分離式挫 屈束制斜撐,#巾所述的連接頭兩㈣與所對應侧定位件 的相對應端形成一體連結形態。 2 6、如申請專利範圍第2 5項所述之完全分離式挫 屈束制斜撐’ λ中所述槽型構材的寬度係略小於或等於相 對稱側所述侧定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 2 7、如中請專利範圍第2 4項所述之完全分離式挫 屈束制斜推’丨中所述的支撐軸部中段部位的兩側係與所 對應側定位件的相對應端形成一體連結形態。 2 8、如中請專利範圍第2 7項所述之完全分離式挫 屈束制斜撑’ #中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 2 9 如申凊專利範圍第2 3 項所述之完全分離式挫 27 M321445 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外侧緣距離,並以側緣固結於所述 • 各側定位件的接觸面。 a ^ 3 〇、如申請專利範圍第1 7項所述之完全分離式挫 -=束制斜撑,其中所述的連結構件係以二片以上的板材相 . 登合或依序相對銜接組成。 31、如申請專利範圍第3〇項所述之完全分離式挫 籲屈束制斜樓,其中所述的軸心構件於兩端各形成一連接頭 且於轴向部位形成-寬度較窄的支樓轴部,於該支樓轴部 的相對稱側各凹設形成-凹緣;於該車由心構件的兩相對稱 側各設有-所述的側定位件,各側定位件係配合所對應的 凹緣而於相對位置凸設有一凸緣。 3 2、如中請專利範圍第3 1項所述之完全分離❹ 屈束制斜揮,其中所述的軸心構件及各側定位件係由同一 長形板材所切割成型。 • 3 3、如中請專㈣圍第3 2項所述之完全分離式挫 屈束制斜樓,其中所述的軸心構件與各側定位件的其中一 端係形成一體連結形態。 3 4、如中請專利範圍第3 3項所述之完全分離式挫 屈束制斜撑,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 3 5、如中請專利範圍第3 ^所述之完全分離式挫 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 28 M321445 並以側緣固結於所述 對稱側所述侧定位件的外側緣距離, 各側定位件的接觸面。 屈束:二如ΓΓ利範圍第30項所述之完全分離式挫 出束制斜H中所述的“構件於兩端各形成—連接頭M321445 Nine, the scope of application for patents: 1. A completely separate setback brace, comprising: a support assembly, the support assembly is provided with more than one axial member, and each axial member is provided with a set The two opposite sides are respectively provided with a non-linear side edge with a concave edge, and corresponding to each of the opposite sides of each axial member are provided with more than one side positioning members, and each side positioning member Each of the corresponding non-linear side edges of the concave edge is provided with a φ non-linear side edge of the matching flange, and is disposed between each axial member and the non-linear side edge of the corresponding side positioning member. And a receiving member; the surrounding member comprises two or more trough members, and the trough members are fixedly coupled to the side positioning members of the branch assembly. On the contact surface, a filler is provided between each of the channel members and the corresponding support member to form a bundle shape for the shaft member. 2. The fully-separated setback brace according to the scope of the invention, wherein the axial member is coated with a delamination material adjacent to a surface φ of the filler. 3. The fully-separated frustration inclined sloping floor according to the scope of claim 2, wherein the trough-shaped structure is provided with a filling groove, and the material is pre-prayed by concrete or cement mortar. Set in the fill. 4. The fully-separated set buckling oblique push according to claim 1, wherein the trough member is provided with a groove, and the filler is sealed with concrete or cement mortar. The magazine is formed in the filling tank. 5. The fully-separated frustration bundle according to any one of the preceding claims, wherein the branch I component comprises a 23 M321445 axial member and two respectively disposed at the positional component. Wherein the axial member; the side of the member on the opposite side of the member is positioned to form a narrower I::: each forming-joining head and recessed in the axial portion to form a concave edge; each side of the branch The opposite side of the car-selecting portion is convexly provided with a corresponding concave edge of the H-piece fitting, and 6, as in the patent application, the diagonal bracing, wherein the axial member and the: = completely separated frustration The bundle of sheets is cut and formed. And each side clamp member is made of the same elongated shape 7, as in the sixth paragraph of the patent application scope, wherein the axial core member fish is "separate type of frustration beam formation-body connection form. members and sides" One end of the positioning member is 完全 Γ 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 , , , , , , , , , , , , , , , , , , , , , , ,系 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ The width of the profile member is slightly less than or equal to the distance of the relative ^1 edge, and is affixed to the contact surface of the side clamp members with the side edges. 10, as in any of claims 2 to 4 of the patent application scope The fully-separated (four) bundle riding support described in the section, wherein the support assembly comprises a::: an axial member and four 7-position members respectively disposed on opposite sides of the axial member; The shaft core member of the towel is respectively formed with a connecting head at both ends and axially spaced apart from the support shaft portion having a narrow width, and each of the support shaft portions Forming a concave-convex edge on each of the 24 M321445 weighs; each side positioning member is provided with a flange at a relative position by matching the corresponding concave edge. • 1 1. Completely as described in claim 1 Separate type frustration. The axial member and each side positioning member are cut and formed by the same-long plate. - 1 2. Fully separated as described in claim 11 The buckling brace, wherein the two sides of the connecting head are integrally connected with the corresponding end of the corresponding side positioning member. 1 3. The completely separated frustration as described in the second application of the patent scope The width of the channel member is slightly smaller than or equal to the outer edge distance of the side positioning member on the opposite side, and is fixed to the contact surface of the side positioning members by the side edge. 1 4, as described in the scope of the patent application, the complete separation type of deflection beam, wherein the two sides of the middle portion of the shaft portion of the branch are integrated with the corresponding ends of the side clamp members. Link form. • 1 5. If the scope of patent application is item 丄4 The fully separated frustum-bending beam bracing ′′ wherein the width of the trough-shaped member is slightly smaller than or equal to the distance of the locating member (10) of the symmetrical side, and the contact of the locating members on each side is consolidated by the county. The corpse is not completely detached, as described in claim 10, wherein the width of the channel member is slightly less than or equal to the length of the side locating member. The outer edge distance is fixed to the contact surface of the side positioning members by the side edges. 1 7. The M321445 element fully separated frustum beam as described in the above-mentioned patent scopes 1 to 4 The slanting bracing is located at the middle door ^^A worm L 〇 support assembly is a connecting member including a position between the watts, and the 胼n of each of the eight sides is located above and below the connecting member, and the axial member is The connecting members m, #仵 are connected to the side positioning members corresponding to the valleys on both sides of the axial member. r 1 8. If the scope of the patent application is 1st, the 屈 嵙 嵙 ^ ^ , , , , , , , , , , , , , , , , , , , , , , , 员 员 员 员 红 红 红 红 红 红 红 红 红 红 红 红The support shaft portion side 夂q W , the two opposite symmetry of the shaft core and the member sigh each of the side positioning recesses A, and the valley side clamp members are matched with the corresponding concave and convex portions and are convex at opposite positions. A flange is provided. 1 9 完全 范围 专利 完全 完全 完全 完全 完全 完全 : : : : : : 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 完全 , , , , , , , , , , 20. The fully-disengaged setback according to the scope of claim 9 of the invention, wherein the axial member and the one end of each of the side positioning members are integrally connected. 2 1. The fully-separated set buckling bracing according to the second aspect of the patent application, wherein the width of the groove-shaped member is slightly smaller than or equal to the outer edge of the side positioning member on the opposite side. The distance is fixed to the contact faces of the side positioning members by side edges. 2, 2, wherein the width of the channel member is slightly smaller than or equal to the distance of the outer edge of the side positioning member on the opposite side, as described in claim 18, wherein the width of the groove member is slightly smaller than or equal to the distance from the outer edge of the side positioning member on the opposite side. And affixed to the contact faces of the side positioning members with side edges. 26 M321445 尸2 1 The fully-separated frustration, the diagonal bracing described in the seventh paragraph of the patent application, wherein the axial member forms a joint at each end and is formed at an axial portion to form a narrow width. The support shaft portion is recessed to form one edge on each of the opposite sides of each of the legs 2; the two members of the axial member are: "the side of each side of the side is provided with two side positioning members, each side positioning member A flange is protruded at a relative position in cooperation with the corresponding concave edge. The mouth 2 4, the fully separated frustum beam as described in the second paragraph of the patent scope, the axial member described in the 纟And each piece of cake is cut and formed by the same long plate. J 5, such as the towel, please refer to the completely separated frustration beam bracing described in item 24 of the patent scope, the two joints (four) of the #巾The corresponding end of the corresponding side positioning member is formed in an integrally connected state. 2 6. The width of the grooved member in the fully-separated set buckling bracing λ as described in claim 25 of the patent application scope is omitted. Less than or equal to the outer edge distance of the side positioning member on the opposite side, and is fixed to the side with the side edge The contact surface of the side positioning member. 2 7. The side of the middle portion of the support shaft portion and the corresponding side of the fully-separated set-back oblique thrust pusher described in the second paragraph of the patent scope. The corresponding end of the positioning member is formed in an integrally connected state. 2 8. The width of the grooved member in the fully-separated frustum-type bracing bracing described in the second paragraph of the patent scope is slightly less than or And is equal to the outer edge distance of the side positioning member on the opposite side, and is fixed to the contact surface of the side positioning members by the side edge. 2 9 The complete separation type is as described in claim 2, claim 27 M321445 is a buckling bracing, wherein the width of the grooved member is slightly smaller than or equal to the outer edge distance of the side positioning member on the opposite side, and the side edge is fixed to the contact of the side positioning members. a ^ 3 〇, as in the fully-separated frustration-= bundle braces described in claim 17, wherein the joint member is made of two or more sheets of material. Cohesive composition. 31. Completely separated as described in Section 3 of the Patent Application. a slanting slanting slab, wherein the axial member forms a joint at each end and forms a narrow-width branch shaft portion in the axial portion, and is recessed on the opposite side of the shaft portion of the branch Forming a concave edge; the side positioning members are respectively disposed on the two opposite sides of the vehicle core member, and the side positioning members are provided with a flange at a relative position by fitting the corresponding concave edge. 3 2 The fully-divided 屈 束 制 斜 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , Please refer to (4) the fully-separated frustum-bending diagonal building described in Item 3, wherein the axial core member and one end of each side positioning member are integrally connected. The fully-disengaged buckling brace according to the third aspect of the patent, wherein the width of the trough member is slightly smaller than or equal to the outer edge of the side locator on the opposite side. The distance is fixed to the contact faces of the side positioning members by side edges. The fully-disengaged buckling beam brace of the third aspect of the patent, wherein the width of the channel member is slightly less than or equal to the phase 28 M321445 and is consolidated with the side edge The outer side edge of the side positioning member on the symmetrical side is the contact surface of each side positioning member.屈束: The "separate member formed at both ends" as described in the Completely Separated Frustration Slope H described in item 30 of the profit range 且於軸向部位間隔形成二寬度較窄的支撐軸部,於各支撐 2的相對稱側各凹設形成-凹緣;於該軸心構件的^ “冉側各間隔設有二所述的側定位件,各側定位件係配合 所對應的凹緣而於相對位置凸設有_凸緣。 3 7、如申請專利範圍第3 6項所述之完全分離式挫 屈束制斜# ’纟中所述的軸心、構件及各侧定位件係由同一 長形板材所切割成型。 3 8、如申請專利範圍第3 7項所述之完全分離式挫 屈束制斜撐’其中所述的連接頭兩側係與所對應側定位件 的相對應端形成一體連結形態。 3 9、如中請專利範圍第3 8項所述之完全分離式挫 •屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱側所述侧定位件的外侧緣距離,並以侧緣固結於所述 各側定位件的接觸面。 4 0、如中請專利範圍第3 7項所述之完全分離式挫 屈束制斜撐,其中所述的支撐軸部中段部位的兩側係與所 對應側定位件的相對應端形成一體連結形態。 4 1、如申凊專利範圍第4 0項所述之完全分離式挫 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 29 M321445 各側定位件的接觸面。 項所述之完全分離式挫 寬度係略小於或等於相 ’並以側緣固結於所述 4 2、如申請專利範圍第3 6 屈束制斜撐,其中所述槽型構材的 對稱側所述側定位件的外側緣距離 各側定位件的接觸面。 , 4 3、如申請專利範圍第1 7項所述之完全分離式挫 屈束制斜樓,其中所述的軸心構件係設為截面呈τ形的桿 鲁柱形態’該軸心構件於兩端各形成一連接頭且於軸向部位 形成一寬度較窄的支撐軸部,於該支撐軸部位置的三個側 緣各凹設形成有一凹緣;於該軸心構件的兩相對稱側各設 有一所述的侧定位件,各側定位件係配合所對應的凹緣而 於相對位置凸設有一凸緣。 4 4、如申請專利範圍第4 3項所述之完全分離式挫 屈束制斜撐,其中所述的連結構件係以二片以上的板材相 疊合或依序相對銜接組成。 • 4 5、如申請專利範圍第4 4項所述之完全分離式挫 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱侧所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 4 6、如申請專利範圍第4 3項所述之完全分離式挫 屈束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱側所述側定位件的外側緣距離,並以側緣固結於所述 各側定位件的接觸面。 4 7、如申請專利範圍第1 7項所述之完全分離式挫 30 M321445 出束制斜撐’其中所述的軸心構件係設為截面呈τ形的尸 =態’該轴心構件於兩端各形成—連接頭且於轴向部: 間隔設有二寬度較窄的支樓軸部,於各支樓轴部 三 個側緣各凹設形成有一凹緣;於 、一 夂八,_ 袖^構件的兩相對稱側 刀別間隔設有二所述的側定位件 對廐Μ ^ 件,各側定位件係配合所 對應的凹緣而於相對位置凸設有一凸緣。 48、如中請專利範圍第以項所述之完全分離式挫 出束制斜撐,其中所述的連結構 疊合或依序相對銜接組成。—…上的板材相 4 9、如申請專利範圍第4 s %^ ^ A ^ λ, 員所述之元全分離式挫 =斜撐,其中所述槽型構材的寬度係略小 所述侧定位件的外側緣距離,並以側緣固結於所述 各側疋位件的接觸面。 尸5 〇、如申請專利範圍第47項所述之完全分離式挫 對稱側所述側定位件的外側緣=見Γ略小於或等於相 各側定位件的接觸面。!緣距離’❹側緣固結於所述 士入II、如申請專利範圍第1至4項其中任一項所述之 疋王刀離式挫屈束制斜撐,苴 截 / /、中所述的支撐組件係包含一 一連接子士的所述轴心構件,該軸心構件於兩端各形成 ,各:二且轴向間隔形成有-個以上寬度較窄的支撐軸部 ^撐轴部於四個板片侧緣各凹設形成有一凹緣。 屈』二如ΓΓ利範圍第51項所述之完全分離式挫 '、牙”中所述的轴心構件係設有-所述支樓轴部 31 M321445 ,並於該軸心構件的其中一 側定位件,各側定位件1 %側分別設有一所述的 •凸設有一凸緣。 6配5所對應的凹緣而於相對位置 •屈東魅;^ 1月專利軌圍第5 2項所述之完全分離式挫 =斜撐’其中所述槽型構材的寬度係略小於或等於相 _ 歧位件的外㈣距離,^# 各側定位件的接觸面。 •尸出束!二如Π專利範圍第51項所述之完全分離式挫 * 、’ m述的軸C構件係間隔設有二所述支樓 =,並於帅心構件的其中—組相對稱側各分別間隔設 -所相心位件,各敎位件係配合所對應的凹緣而 於相對位置凸設有一凸緣。 5 士申明專利範圍第5 4項所述之完全分離式挫 出束制斜撐,其中所述槽型構材的寬度係略小於或等於相 對稱侧所述側定位件的外側緣距離,並以側緣固結於所述 _ 各側定位件的接觸面。 56、如中請專利範圍第5 1項所述之完全分離式挫 屈束制斜擇,其中所述的轴心構件係設有一所述支樓轴部 ,並於鄰靠該軸心構件所設四個側緣的位置各設有一所述 的側疋位件,各側定位件係配合所對應的凹緣而於相對位 置凸設有一凸緣。 5 7、如申請專利範圍第5 6項所述之完全分離式挫 屈束制斜擇,其中所述的圍束構件係設有四個呈l形而可 相對合的所述槽型構材,各槽型構材的寬度係略小於或等 32 M321445 於所述軸心構件寬度的一半。 8、如申請專利範圍第5 1項所述之完全分離式挫 屈束制斜撐,《中所述的轴心構件係間隔設有二所述支樓 軸部,並於鄰靠該軸心構件所設四個側緣的位置各間隔設 有一所述的側定位件’各側定位件係配合所對應的凹緣而 於相對位置凸設有一凸緣。And forming a support shaft portion having a narrow width at intervals in the axial portion, and forming a concave edge on each of the symmetrical sides of each of the supports 2; The side positioning member, each side positioning member is matched with the corresponding concave edge and protruded at a relative position with a flange. 3 7. The fully-separated frustration bundle oblique angle as described in claim 36 of the patent application scope. The shaft core, the member and the side positioning members described in the crucible are cut and formed by the same elongate sheet material. 3 8. The fully-separated setback brace support described in claim 37 of the patent application scope The two sides of the connector are integrally connected with the corresponding ends of the corresponding side positioning members. 3 9. The fully-separated frustration and bending beam bracing described in the third paragraph of the patent application, wherein The width of the groove-shaped member is slightly smaller than or equal to the distance of the outer edge of the side positioning member on the opposite side, and is fixed to the contact surface of the side positioning members by the side edge. The fully-separated setback brace according to Item 37, wherein the support shaft portion is The two sides of the part are integrally connected with the corresponding end of the corresponding side positioning member. 4 1. The fully-separated frustrating beam brace according to item 40 of the patent application scope, wherein the groove type The width of the member is slightly smaller than or equal to the outer edge distance of the side positioning member on the opposite side, and is fixed to the contact surface of each of the 29 M321445 side positioning members by the side edge. a system that is slightly smaller than or equal to the phase ' and is affixed to the side with the side edge. 2. The yoke of the side member of the symmetrical side of the grooved member. The contact surface of each side locating member. 4, the fully separated frustum slanting sloping floor according to claim 17, wherein the axial member is a rod having a τ shape. a columnar shape of the shaft member forming a joint at each end and forming a narrower support shaft portion at an axial portion, and a recessed edge is formed at each of the three side edges of the support shaft portion; The two opposite sides of the axial member are each provided with a side defined The positional member, each of the side positioning members is provided with a flange at a relative position in cooperation with the corresponding concave edge. 4 4. The fully-separated frustum-type diagonal bracing as described in claim 4, wherein The connecting member is formed by laminating two or more sheets or sequentially engaging each other. 4, 5, the fully-separated set buckling bracing according to claim 4, wherein the groove The width of the profile member is slightly smaller than or equal to the distance from the outer edge of the side positioning member on the opposite side, and is fixed to the contact surface of the side positioning members with the side edge. 4 6. As disclosed in the patent scope 4 3 The fully-separated setback brace of the item, wherein the width of the channel member is slightly less than or equal to the outer edge distance of the side locator on the opposite side, and is affixed with the side edge The contact surface of each side positioning member. 4 7. The fully-separated setback 30 M321445 of the bundled yoke as described in claim 17 of the patent application scope, wherein the axial member is set to have a τ-shaped corpse = state of the axis member The two ends are respectively formed with a connecting head and at the axial portion: two narrowly spaced branch shaft portions are arranged at intervals, and a concave edge is formed in each of the three side edges of the shaft portions of each branch; _ The two opposite side cutters of the sleeve member are provided with two side positioning member pairs, and each side positioning member is provided with a flange at a relative position by matching the corresponding concave edge. 48. The fully separable frustum brace according to the scope of the patent application, wherein the joint structure is superimposed or sequentially joined. - The sheet phase on the ... 4, as in the patent application scope 4 s % ^ ^ A ^ λ, the member of the element is fully separated frustration = diagonal bracing, wherein the width of the trough member is slightly smaller The outer edge of the side positioning member is at a distance and is affixed to the contact surface of the side clamping members with a side edge. The outer edge of the side locating member of the fully detached symmetrical side as described in claim 47 of the patent application area is found to be slightly smaller than or equal to the contact surface of the locating members on each side. ! The edge distance '❹ side edge is affixed to the stalking II, as described in any one of claims 1 to 4 of the patent application, the 疋 刀 离 挫 挫 挫 苴 苴 苴 苴 苴 苴 苴 苴 苴 苴The support assembly includes the axial member of the connecting coupler, the axial member is formed at each end, and each of the two: the axial spacing is formed with more than one support shaft portion with a narrow width A concave edge is formed in each of the four side edges of the plate. The axial member described in the fully-separated frustration, tooth described in the 51st item of the Philippine range is provided with - the branch shaft portion 31 M321445, and one of the axial members Side locating members, one side of each side locating member is respectively provided with a convex portion and a flange. 6 with 5 corresponding concave edges and relative positions • Qu Dong charm; ^ January patent track circumference 5 2 The fully-separated frustration of the item is wherein the width of the trough-shaped member is slightly less than or equal to the outer (four) distance of the phase _ dislocation member, and the contact surface of each side locating member. 2, as described in item 51 of the patent scope, the fully-separated setbacks, the 'm-axis C-components are provided with two of the branches =, and in the middle-group of the handsome members The spacer is provided with a centering member, and each of the clamping members is provided with a flange at a relative position in cooperation with the corresponding concave edge. 5 The full separation type of the deflection beam is described in the fifth paragraph of the patent scope of the patent. Supporting, wherein the width of the channel member is slightly less than or equal to the distance of the outer edge of the side positioning member on the opposite side, and is side Consolidated in the contact surface of the _ side locating members. 56. The fully detachable slanting beam slanting method according to claim 5, wherein the axial member is provided with a shaft clamping portion is disposed at a position adjacent to the four side edges of the axial member, and each of the side positioning members is convexly disposed at a relative position by matching the corresponding concave edge 5. The fully-separated frustration bundle according to claim 56, wherein the surrounding member is provided with four slots which are l-shaped and can be opposed to each other. The width of each of the trough members is slightly less than or equal to 32 M321445 in half the width of the axial member. 8. The fully separated frustum beam bracing as described in claim 5 The axial member described in the above is provided with two branch shaft portions spaced apart, and each side of the side positioning member is disposed at a position adjacent to the four side edges of the shaft core member. The positioning member is provided with a flange at a relative position in cooperation with the corresponding concave edge. 5 9、如申請專利範圍第5 8項所述之完全分離式挫 屈束制斜撲’其中所述的圍束構件係設有四個呈L形而可 相對合的所述槽型構材,各槽型構材的寬度係略小於或等 於所述軸心構件寬度的一半。 十、圖式: 如次頁5 9. The fully-separated frustration bundle oblique stroke according to item 58 of the patent application scope, wherein the surrounding member is provided with four groove-shaped members which are L-shaped and can be oppositely combined. The width of each channel member is slightly less than or equal to half the width of the axial member. X. Schema: as the next page 3333
TW96205969U 2007-04-13 2007-04-13 Fully separated bend-constrained inclined reinforced device TWM321445U (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102191821A (en) * 2008-09-03 2011-09-21 蔡崇兴 Energy Dissipating Bracing Device
TWI417442B (en) * 2008-01-28 2013-12-01 Yu Guang Lai The energy dissipation and vibration reduction structure element.
CN105133739A (en) * 2014-05-29 2015-12-09 蔡崇兴 Beam brace with inspection window
US9309672B2 (en) 2014-02-07 2016-04-12 Chong-Shien Tsai Bracing device
US9322170B2 (en) 2014-02-10 2016-04-26 Chong-Shien Tsai Bracing device
US9322171B2 (en) 2014-02-11 2016-04-26 Chong-Shien Tsai Bracing device
US9453342B2 (en) 2014-02-10 2016-09-27 Chong-Shien Tsai Bracing device
TWI570306B (en) * 2014-03-17 2017-02-11 Chong-Shien Tsai A beam bracing device with a viewing window

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI417442B (en) * 2008-01-28 2013-12-01 Yu Guang Lai The energy dissipation and vibration reduction structure element.
CN102191821A (en) * 2008-09-03 2011-09-21 蔡崇兴 Energy Dissipating Bracing Device
CN102191821B (en) * 2008-09-03 2014-03-19 蔡崇兴 Energy Dissipating Bracing Device
US9309672B2 (en) 2014-02-07 2016-04-12 Chong-Shien Tsai Bracing device
US9322170B2 (en) 2014-02-10 2016-04-26 Chong-Shien Tsai Bracing device
US9453342B2 (en) 2014-02-10 2016-09-27 Chong-Shien Tsai Bracing device
US9322171B2 (en) 2014-02-11 2016-04-26 Chong-Shien Tsai Bracing device
TWI570306B (en) * 2014-03-17 2017-02-11 Chong-Shien Tsai A beam bracing device with a viewing window
CN105133739A (en) * 2014-05-29 2015-12-09 蔡崇兴 Beam brace with inspection window

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