TWI328633B - - Google Patents

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TWI328633B
TWI328633B TW096113094A TW96113094A TWI328633B TW I328633 B TWI328633 B TW I328633B TW 096113094 A TW096113094 A TW 096113094A TW 96113094 A TW96113094 A TW 96113094A TW I328633 B TWI328633 B TW I328633B
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Taiwan
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fully
members
separated
axial
side positioning
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TW096113094A
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Chinese (zh)
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TW200840917A (en
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Priority to TW096113094A priority Critical patent/TW200840917A/en
Priority to US11/878,428 priority patent/US20080250732A1/en
Publication of TW200840917A publication Critical patent/TW200840917A/en
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Publication of TWI328633B publication Critical patent/TWI328633B/zh

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237Structural braces with damping devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/028Earthquake withstanding shelters

Description

丄 九、發明說明: 【發明所屬之技術領域】 本發明係一種運用於建筚 挎壯班 涪物及各種土木工程的強化支 撑裝置,尤指一種能夠製作。併 戒作口口貝穩定且安裝簡便 離式挫屈束制斜撐。 U史之工王刀 【先前技術】 為了加強大型建築物刀夂猫丄 y 物及各種土木工程的結構韌性及支 撐強度,在往會於建築物的橫樑與立柱之間設置形成斜向 支撐的斜撐構件,藉以達到提 ° 供良好的軸向韌性、強化社 構及消除震動能量等效能,古 'σ 有關於現有的斜撐構件的結構九 九 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明 发明And the mouthpiece is stable and easy to install. U-King's King Knife [Prior Art] In order to strengthen the structural toughness and support strength of large buildings, knives, and various civil engineering, diagonal support is provided between the beams and columns of the building. The diagonal bracing member is used to achieve good axial toughness, strengthen the structure and eliminate the equivalent energy of the vibration energy. The ancient 'σ structure related to the existing diagonal bracing member

形態及功能作用,可以炎I 了以參看如公告編號第364528號「 性拉壓構材」專利案所示,容不贅述。 在公告編號第364528號專利案〔以下稱參考案〕中 ’係將斷面呈X形的長條狀軸心構件穿插於呈方形鋼管的 軸心位後’再以混凝土或水泥砂聚充填於轴心構件與方形 鋼官之間’藉以利用方形鋼管及所充填的混凝土構成用以 圍束軸u構件的圍束構件,防止軸心構件於受壓力作用時 產生挫屈’並且於軸心構件的表面披覆有一層脫層材料, 用以防止軸向力傳遞到圍束構件。然而在參考案中,由於 軸。構件的兩端係為較大尺寸的連接頭,要將軸心構件穿 過規格尺寸大致相等的方形鋼管相當的麻煩費事,並且容 易將披覆於轴心構件表面的脫層材料到落而降低或破壞脫 層材料的作用;再去,士 冉者由於軸心構件已先穿插於方形鋼管 ,必須將方形鋼管及轴心構件豐立成直立形式方能充填混 4 1328633 凝土,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,製作過程無 法監控混凝土的澆灌品質,因而直接影響挫屈束制斜撐的 製作品質。 【發明内容】 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,發明人開發設計出一種The morphological and functional effects can be seen in the case of the patent case No. 364528, “Sexual Tension and Compression Materials”. In the patent No. 364528 (hereinafter referred to as the reference case), a long axial member having an X-shaped cross section is inserted into the axial center of a square steel pipe, and then filled with concrete or cement sand. Between the axial member and the square steel member, the square steel pipe and the filled concrete are used to form a surrounding member for the surrounding shaft u member, preventing the axial member from generating buckling when subjected to pressure and on the axial member. The surface is covered with a layer of delaminating material to prevent axial forces from being transmitted to the surrounding members. However, in the reference case, due to the axis. The two ends of the member are connected with a larger size, and it is quite troublesome to pass the axial member through a square steel tube of substantially the same size, and it is easy to drop the delaminated material covering the surface of the axial member. Reduce or destroy the effect of the delamination material; go to the gentry, because the axial member has been inserted into the square steel pipe first, the square steel pipe and the axial core member must be erected in an upright form to fill the concrete 1 3328633, which not only causes concrete The filling operation is extremely troublesome and inconvenient, and it is difficult to maintain the correct positioning between the axial member and the square steel pipe, and the manufacturing process cannot monitor the quality of the concrete pouring, thereby directly affecting the manufacturing quality of the buckling beam bracing. SUMMARY OF THE INVENTION 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 inventors developed a design.

可以將混凝土或水泥砂漿等填充材預鑄成型於圍束構件後 再進行組裝之完全分離式挫屈束制斜撐。本發明主要係將 圍束構件分設成兩個呈分離形式的槽型構材,讓混凝土或 水泥砂毁等填充材能夠預轉成型於槽型構材的㈣後,再 將兩槽型構材結合固;t於支樓組件而形成圍束,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 _斜撑,充分解決現有挫屈束制斜揮有關於製作困難 二。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。 種完全分離式 本發明所運用的技術手段係在於提供一 挫屈束制斜撐,包含有: 叉摞組件,該支撐 ,±L 工的釉心構件 係設有2件係""有""組以上的兩相對稱側,各相對稱側 。又〃凹緣的非線性側緣,並對應於各軸心構件 :對稱側各設有-個以上的側定位件,各側定位 各所對應具凹緣的非線性側緣而各設有 件係配合 非線性側緣,並於各轴心構件與所對應各側定位Π:: 5 ^28633 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長度短於 各軸^構件的槽型構材,各槽型構材以側緣固設結合於支 樓..且件所„又側疋位件的相對接觸面上,並於各槽型構材與 所對應#支樓組件之間設彳填《材而對轴心構件形成圍束 形態》 較佳的本發明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、無收縮水泥紗 漿或其它材料預鑄成型設於槽型構材的填槽中。 較佳的本發明的支樓組件係包含一軸心構件及二個 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 較窄的支撐軸部,於該支撐軸部的相對稱側各凹設形成一 凹緣,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,本發明的轴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,本發明的槽型構材的寬度係略小於或等於相 對稱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,本發明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;^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。 6 1328633 車乂佳的,本發明的軸心構件係設為戴面呈τ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 的支撐軸部,於各支撐軸部位置的三個側緣各凹設形成有 凹、彖於該軸心構件的兩相對稱側各設有一所述的側定 4件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βIt is possible to form a completely separate type of buckling bundle bracing which is formed by forming a filler such as concrete or cement mortar into a surrounding member. The invention mainly divides the surrounding beam member into two trough-shaped members in a separated form, so that the filling material such as concrete or cement sand can be pre-formed into the trough-shaped member (4), and then the two-groove type The material is combined with the solid; t is formed into a bundle in the sub-building assembly, so that the components of the completely separated form are assembled into a frustum truss for use in a building or a civil engineering, and the existing frustration bundle is fully solved. two. The shortcomings and limitations of quality monitoring and assembly and construction inconvenience effectively improve the practicability and effectiveness of the buckling beam. The completely separated type of technical means used in the present invention is to provide a buckling brace, comprising: a fork assembly, the support, the ±L glaze member is provided with 2 pieces """" The two opposite sides of the group, each relative to the side. Further, the non-linear side edge of the concave edge corresponds to each of the axial members: one or more side positioning members are respectively disposed on the symmetrical sides, and each side is positioned with a non-linear side edge corresponding to the concave edge, and each of the parts is provided Cooperating with the non-linear side edge, and positioning the respective axial members and the corresponding sides:: 5 ^ 28633 between the side edges of each of the side edges; and a surrounding member 'the bundle member includes two More than one trough-shaped member having a length shorter than that of each of the shaft members, each of the trough-shaped members is fixedly coupled to the branch building by the side edges, and the opposing contact faces of the side members are disposed in the respective grooves. Preferably, the axial member of the present invention is coated with a delaminating material on the surface of the adjacent filler material between the structural member and the corresponding #1 building assembly. And the filler material is formed in the groove of the groove-shaped member by concrete, non-shrinkage cement yarn or other materials. The preferred branch assembly of the invention comprises an axial member and two or more respectively. a side positioning member on a side opposite to the axial member, the shaft member forming a joint at each end One or more support shaft portions having a narrow width are formed in the axial portion, and a concave edge is formed on each of the opposite sides of the support shaft portion, and each of the side positioning members is provided with a corresponding concave edge and is convexly disposed at a relative position. 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 less than or equal to the opposite side. Preferably, the supporting component of the present invention comprises a connecting member at an intermediate position, and the two are respectively coupled to the connecting edge of the positioning member of the positioning member. The axial member of the upper and lower sides of the member, and the axial member may be a one-piece member or may be formed by laminating two or more sheets or sequentially engaging each other. 6 1328633 车乂佳, The shaft of the present invention The member is formed in the shape of a pole having a τ shape, and the axial member is provided with two or more narrow support shaft portions at an axial portion, and each of the three side edges of each support shaft portion is recessed. Formed with a concave, 彖 on the axis The two opposite sides of the core member are respectively provided with a side edge of each of the four side clamping members, and a flange is protruded at a relative position.

較佳的,本發明的支撐組件係包含一截面呈十字形的 軸心構件,該軸心構件於兩端各形成—連接頭且軸向間隔 形成有個以上寬度較窄的支樓軸部,纟支標轴部於四個 板片:緣各凹設形成有一凹緣;纟中,可以於軸心構件的 其中一組或兩組相對稱側分別設有一個以上的側定位件, Ή疋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 的才曰型構材’各槽型構材的寬度係、略小於或等於所述轴心 構件寬度的一半。 • I發明所提供完全分離式挫屈束制斜標,可以獲得的 優點及功效增進至少包括: 1本么明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梁等填 充材於槽型構材預鑄成型後,再結合固定於支擇組件而形 成圍束’有效簡化挫屈炭制叙并_ M , 狂出术制斜撐的混凝土的充填施工作業 ,並且能夠讓圍束構件盥支擋έ杜 不偶旰/、又撐組件之間能夠精確地裝配定 位,直接監控填充材的製作0晳 眾作°°質,扶昇挫屈束制斜撐的製 作效率及品質。 7 1328633 2、 本發明利用將圍束構件分設成分離形式再裝配固 定的技術手段,能夠解決現有挫屈束制斜禮有關於麵心構 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、 本發明直接利用裁切方法來製作出包含有轴心構 件及側定位件等構件的支撐組件,配合圍束構件所形成的 圍^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^構件在特定方向的切強度 能作用的挫屈束制斜撐。 ' 【實施方式】 為能詳細瞭解本發明的技術特徵及實用功效,並可依 照說明書的内容來實施,玆進一步以如圖式所 施例,詳細說明如后: /' ’ 乂貫 工程==為一種可以安農運用於建築物或橋樑等土木 運=:Γ立柱之間的挫屈束制斜携,對於本發明實施 定的限制,請參閱各圖所示,本發明所 钗供凡王为離式挫屈束制斜撐,係包含有: …支撐組件(Α) ’該支樓組件(Α)係設有-個以 上呈長形狀的轴心構件(1〇),以及二個以 :各轴心構件(“)相對稱側的側定位件(2〇v; 中’各轴心構件(10) (20),其 有-呈凹緣(1 3)"係於一個以上的相對稱側各形成 n、 )形式的非線性側緣,各側 〇 )係配合所對應軸 谷側疋位件(2 毒件(1 0 )的非綠性侧緣而各設 8 —呈凸緣(2 1 )形式的非線性側緣,並於各轴心構件 1 〇 )的非線性側緣與所對應側定位件(2◦)的非線 ‘側緣之間形成一容置間隙(B),藉以提供軸心構件( 〇)於受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(3y)係包含有 T個以上呈長形狀的槽型構材(31),各槽型構材 =各設有-填槽(32) 1各填槽(32)係預鎮 ^有-以混凝土、水泥砂漿或其它材料所構成的填充材 =3),並且讓各槽型構材(31)以側緣固設結合於 ^組件(A)所設側定位件(2〇)的相對應面上,讓 曰5•構材(31)及填充材(33)對支樓組件(a) 、各軸心構件(1 〇 )形成圍束形態; :二’組構成-種各組成構件呈完全分離形式 妯费 步於軸心構件(1 0 )的表面 ,覆設有:脫層材科(40),藉以防正該轴心構件(1 )所承梵的軸向力傳遞到圍束構件(3 〇 )。 清參閱第一、- Jg|所+ ^^士 杳 > —圖所不的本發明第一較佳實施例,該 =㈣支撑組件(A)係包含有-呈長形板片狀的抽心 1 Q )及—分別設於該#心構件(1 G )兩側的長 形板片狀的側定位件(2Q);其中,該軸心構件㈠〇 )及兩側定位件^ 9 η、-Γ丄 20)可由同一長形板材利用 於兩側位置縱向切割所形成的三片式構件,藉以能夠以最 工機具,將轴心二==且也可以進-步利用加 構件(1 0 )的厚度加工成厚度略小於側 9 1328633 疋位件(2 〇 )的厚度; . 前述的軸心構件(1 Ο )於兩端各形成一設具多數個 .穿孔而可鎖裝於相對應樑柱的連接頭(i i ),並且於輛 .心構件(1 〇 )軸向部位形成一支撐軸部(丄2 ),於支 律轴1 2 )的兩側各凹設形成一梯形凹緣(1 3 ) 讓軸心構件(1 ◦)的兩側形成具凹緣(1 3 )形式的非 線性側緣,同時可以於支撐軸部(1 2 )的上、下側板面 φ 各披覆設置一層脫層材料(40); 前述的各側定位件(2 〇 )的長度係較軸心構件(工 0 )略短,並對應於軸心構件(丄〇 )的凹緣(丄3 ) ’ 於各侧定位件(2 ◦)的相對應位置各凸設形成一梯形凸 緣(2 1 ),讓軸心構件(丄〇 )與各側定位件(2 〇 ) 的非線性側緣之間形成凹凸匹配形式,同時於轴心構件( 1 〇 )的凹緣(1 3 )與兩側定位件(2 〇 )的凸緣(2 1 )之間係留設一具適當間距的容置間隙(B ); _ $實施例的圍束構件(3 〇 )係設有二個可相對合的 槽型構材(3 1 ),該兩槽型構材(3丄)的寬度係 於或等於兩側定位件(2 〇 )相對外侧緣之間的距離,並 且於兩槽型構材(31)各設有一填槽(32),讓混凝 土或水泥砂漿等填充材(3 3 )能夠預鎮成型於兩槽型構 材(31)的填槽(32)内; 如此,前述的兩槽型構材(3 i )係相對應地罩覆於 芽、·且件(A ) @上、下側表面,並且讓兩槽型構材(3 1 )的側緣以焊接或其它方式與兩側定位件(2 〇)的接 1328633 對軸心構件(i 〇 ) 以完全分離式構件組 觸面結合固定,讓圍束構件(3 〇) 形成圍束形態,組構成如第二圖所示 成的挫屈束制斜撐。 請參閱第三圖所示的本發明第二較佳實施例,該實施 ㈣前述第-較佳實施例的差異部份係在於:將支撑^Preferably, the support assembly of the present invention comprises a shaft member having a cross-shaped cross section, and the shaft core member is formed at each end with a connecting head and axially spaced apart to form more than one narrow-width branch shaft portion. The fulcrum shaft portion is formed on the four plates: each of the rims is formed with a concave edge; in the ridge, one or more sets of side locating members may be respectively disposed on one or two sets of opposite sides of the axial core member, The position member is provided with a flange at a relative position in cooperation with the corresponding concave edge; and the surrounding member can be divided into four L-shaped and tangible members, each of the groove members. The width is slightly less than or equal to half the width of the axial member. • The invention provides a completely separate setback buckling bevel, and the advantages and enhancements that can be obtained include at least: 1 This method can be easily and quickly utilized by means of dividing the surrounding members into separate forms and then assembling and fixing them. After the concrete or cement sand beam is formed into the grooved material, and then combined with the fixed component to form a bundle, the concrete is effectively simplified and the concrete is simplified. Filling construction work, and can make the surrounding components 盥 έ 不 不 不 不 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 组件 组件 组件 组件 组件 组件 组件 组件 组件The production efficiency and quality of the bundled bracing. 7 1328633 2. The invention utilizes the technical means of dividing the surrounding components into separate forms and then assembling and fixing, which can solve the problems that the existing frustration bundles are difficult to insert and assemble the face core members 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. The present invention directly uses a cutting method to fabricate a support assembly including a shaft member and a side positioning member, and cooperates with the surrounding member to form a compact structure, which is effective in a compact structure and without wasting material. In the case, a setback brace that can ensure the shear strength of the shaft member in a specific direction is provided. [Embodiment] In order to understand the technical features and practical effects of the present invention in detail, and in accordance with the contents of the specification, it is further illustrated in the following figure, and the detailed description is as follows: /' ' 工程 工程 engineering == For a kind of earthen transport that can be used for buildings or bridges, such as buildings and bridges, the shackles between the columns and the columns are inclined. For the limitations of the implementation of the present invention, please refer to the figures. For the off-type buckling bundle bracing, the system includes: ... support assembly (Α) 'The branch assembly (Α) is provided with more than one axial member (1〇) having a long shape, and two : each axial member (") side locating member on the opposite side (2 〇 v; medium 'each axial member (10) (20), which has a concave edge (1 3) " one or more The non-linear side edges of the n,) forms are formed on the opposite sides, and each side 配合 is matched with the non-green side edge of the corresponding axial valley side clamp (2 toxic (10) The non-linear side edge of the edge (2 1 ) form, and the nonlinear side edge of each axial member 1 〇) and the non-linear ' of the corresponding side positioning member (2◦) Forming a receiving gap (B) between the edges, thereby providing a receiving space surrounding member (30) of the axial member (〇) which is laterally deformed when subjected to a force, the surrounding member (3y) comprising There are T or more trough-shaped members (31) with long shapes, and each trough-shaped member = each provided with --filled trough (32) 1 each filled trough (32) is pre-cast - with concrete, cement mortar or The filler material composed of other materials = 3), and each groove-shaped member material (31) is fixedly attached to the corresponding surface of the side positioning member (2〇) provided by the assembly (A) with the side edge, so that 曰5 • The member (31) and the filler (33) form a bundle shape for the branch assembly (a) and each axial member (1 〇); : The two 'groups' - each component is completely separated Stepped on the surface of the axial member (10), covered with: delaminating material (40), thereby preventing the axial force transmitted by the axial member (1) from being transmitted to the surrounding member (3 〇) For the first preferred embodiment of the present invention, the = (four) support assembly (A) comprises - a long plate-like shape. Hearts 1 Q ) and - respectively #型部件(1G) on both sides of the elongated plate-like side positioning member (2Q); wherein the axial member (a) 及) and the two side positioning members 99, Γ丄20) can be the same elongated shape The sheet material is formed by three-piece members formed by longitudinal cutting at both sides, so that the core can be used as the most machine tool, and the thickness of the adding member (10) can be processed to a thickness slightly smaller than the side. 9 1328633 The thickness of the clamping member (2 〇); The aforementioned axial member (1 Ο ) is formed at each end with a plurality of connecting ends (ii) which are perforated and can be locked to the corresponding beam and column. And a support shaft portion (丄2) is formed in an axial portion of the center member (1 〇), and a trapezoidal concave edge (1 3 ) is formed on both sides of the branch shaft 1 2 ) to allow the axial member ( 1 ◦) is formed on both sides with a non-linear side edge in the form of a concave edge (13), and a layer of delamination material (40) may be provided on each of the upper and lower side plates φ of the support shaft portion (1 2 ); The length of each of the side positioning members (2 〇) is slightly shorter than that of the axial member (work 0), and corresponds to the concave edge (丄3) of the axial member (丄〇). The corresponding positions of the pieces (2 ◦) are respectively convexly formed to form a trapezoidal flange (2 1 ), and a concave-convex matching form is formed between the axial core member (丄〇) and the non-linear side edge of each side positioning member (2 〇). At the same time, a proper spacing of the receiving gap (B) is left between the concave edge (1 3 ) of the axial core member (1 )) and the flange (2 1 ) of the two side positioning members (2 ;); The surrounding member (3 〇) of the embodiment is provided with two permeable groove-shaped members (3 1 ) having a width equal to or equal to the positioning members on both sides (3 )) 2 〇) the distance between the outer edge and the two grooved members (31) are provided with a filling groove (32), so that the filling material (3 3 ) such as concrete or cement mortar can be pre-formed into two grooves. In the grooving (32) of the member (31); thus, the aforementioned two-slot member (3 i ) is correspondingly covered on the bud, and the member (A) @ upper and lower sides, and The side edges of the two-slotted members (3 1 ) are welded or otherwise joined to the two-sided positioning members (2 〇). The 1323833 pair of axial members (i 〇) are fixed and fixed with a completely separate member group contact surface. Member (3 square) shape is formed around the beam, a second group consisting setback as shown in FIG into flexion beam bracing system. Referring to the second preferred embodiment of the present invention shown in the third figure, the difference between the foregoing (four) and the foregoing first preferred embodiment is that the support will be provided.

(A)所設的轴心構件(10)%兩端設為截面呈十字形 且具多數個穿孔的連接頭(11),並且圍束構件(30 )在以混凝土或水泥砂料填充# (33)預鑄成型時, 預留配合十形連接頭(11)形狀的—嵌槽(34) 以讓兩槽型構材(川能夠相對應地罩覆固結於支樓組 件(A )的側定位件(? η、 干u ϋ )的上、下側而對抽心構件( 1 0)形成圍束形態。 請參閱第四至六圖所示的本發明第三較佳實施例,該 實施例的切組件(A)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道呈具相當寬度的u形切 痕(B ),藉以形成一位於中間軸向位置的軸心構件(工 ◦),以及四個分別位於軸心構件(i 〇 )兩側且呈間隔 設置的側定位件(2 〇 );其中的軸心構件(i 〇 )於兩 端分別形成-具穿孔的連接頭(11),並軸向間隔形成 有二段寬度較窄的支標轴部(12),同時直接以位於兩 侧的切痕(B )各形成一位於軸心構件(χ 〇 )所設凹緣 (1 3 )與側定位件(2 〇 )所設凸緣(2 i )之間的容 置間隙(B ),再於軸心構件(丄〇 )的支撐軸部(χ 2 )的表面披覆設有一層脫層材料(4〇); π 1328633 合的例的圍束構件(3〇)同樣係設有二個可相對 略 材(3 1 )’該兩槽型構材(3 1 )的寬度係 '或㈣軸^構件(1 Q)的寬度及兩側定位件(2 相對外側緣之間的距離,並A 4 #、s、t &lt; 玺 雕亚且在將混凝土或水泥砂漿 寺填充材(3 3 )於兩槽 ^ 2)預鑄成型後,將兩槽 構材(3 1 )相對應地罩覆固 支擇組件(Α)的側定位件(20)的上、下側表面 ,讓圍束構件(3 0 )對軸心構件( 得1干〈丄◦)形成圍束形能 束^斜擇如第四至六圖所示以完全分離式構件組成的挫^ 請參閱第七圖所示的本發明第四較佳實施例,該 例的支撐組件(A ) # |f 4c u ,、長形板材接近其中一端的兩側開 。各刀』$成一道朝中央彎弧延伸一段距離後朝另外— 端轴向延伸的切痕(B),藉以形成一位於中間轴向位置 的轴心構件(1 P)、芬八P/ 1 0)及一刀別位於軸心構件(i 〇 的側定位件(2 0 ); 該實施例的軸心構件(1〇)的兩端及軸向部位,分 別形成一具穿孔的連接頭(1 1)及—寬度較窄的支撐車由 部(1 2 ) ’並且該軸心構件(i 〇 )與兩側定位件(2 〇 )的其中一端係形成-體連結的形態,同時直接以位於 兩側的切#(B)各形成一位於轴心構件(ι〇)所設凹 緣(13)與側定位件(2〇)所設凸緣(2ι)之間的 容置間隙(B),該轴心構件(1〇)於支樓轴部(12 )的表面彼覆設有-層脫層材料(4〇),並將圍束構件 12 (3 0)的兩個槽型構 於側定位件(9 n 相對應地罩覆結合固定 、Z ◦)的上、下相f丨主工 請參閱下側表面而形成圍束形態。 例的支撐組件(A w #月第五較佳貫施例’該實施 係在長形板材兩側的中間位置的兩邊 開始,各切割形成一 兩端軸向Ιί # 朝中央婷弧延伸一段距離後分別朝 陶細釉向延伸的切 置的軸心構件。η、 位於中間軸向位 兩側且呈門卜 及四個分別位於軸心構件(1 〇 ) 間隔5又置的側定位件(2 〇 ); 該實施例的軸心構件(彳 孔的連接頭(11) : 〇)於兩端分別形成-具穿 的支樓軸部(丄”、且軸向間隔形成有二段寬度較窄 (12);該軸心構件(1〇)所設連接頭( 的兩㈣與各側定料(2Q)的相對應端形成一 的形態,並直接以位於兩側的切痕(b)各形成一 ::轴心構件㈠0)所設凹緣(&quot;)與側定位件(2 杜/斤设凸緣(21)之間的容置間隙(B);該軸心構 Q)於支撐軸4 (12)的表面披覆設有-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。 請參閱第九圖所示的本發明六較佳實施例,該實施例 的支撐組件(A )係在長形板材兩側接近兩端的位置開始 ’各切割形成-ϋ帛巾央彎i延伸一段距離後分別朝板材 中間部位軸向延伸的切1(B) ’藉以形成—位於中間轴 向位置的軸心構件(1 0 )及二分別位於軸心構件(丄〇 13 1328633 )兩側的側定位件(2 Q ) · 該實施例的轴心構件(10)於兩端及軸向位置,分 • 別形成一具穿孔的連接頭f Ί 1、^ _ 0 , ㈣接頭(1 1 )及—寬度較窄的支樓軸 • 部(12) ’並且該支撐鮎卸, ( 1 2 )的中段部位的兩側 係與兩側定位件(2 〇 ) * U )形成一體連結的形態,同時直接 以位於兩側的切痕(卩、女,、 各升&gt; 成一位於軸心構件(1 Q ) 所設凹緣⑴)與側定位件(2〇)所設 之間的容置間隙(Β ); • , η 0 , ,, ± Λ釉〜構件(1 0 )於支撐軸部 、面披覆設有一層脫層材料(4 0 ),並將圍 束料(30)的兩個槽型構材(31)相對應地罩覆結 合固定於側定位件(2 Π、ΑΑ U 0 ) ^、下側表面而形成圍束形 遙。 ^參閱第十、十-圖所示的本發明第七較佳實施例, ==的支擇組件(Α )係設有一呈長形板片狀且位於 二㈣結構件(5〇)、二呈長形板片狀 #於連結構件(50)上、下側的軸心構件(ι〇) 八:分別設兩軸心構件(1〇)兩側且呈間隔設置的側定 二(2〇);其中,該連結構件(50)係為一長形狀 、材’固結於其上、下侧的兩軸心構件(丄㈧兩側各 相對應的側定位件(2 〇 ),兮兩紅 於甘 υ)該兩軸心構件(1 0 )及位 ^側的各相對應側定位件(2〇),係㈣切割機且 於長形板材兩側的左、右兩半部位各切 - 當寬度的U形切痕(Β )所形成,萨 k具相 效率來利用板狀材料; 精以-夠以最大的經濟 1328633 該實施例的兩軸心構件(i〇)於兩端各形成一設且 多數個穿孔的連接頭(11),藉以利用兩軸心構件(1 0)的相制連接頭(1 1)與橫樑或结以搭接形式相 * 對組裝連接,各轴心構彳朱f 1 η、i 合神稱件(1 Ο)軸向間隔形成有二段寬 度較乍的支撐軸部(1 2 )’並直接以位於兩側的切痕( B )各形成一位於軸心構件(i 〇 )所設凹緣(丄”與(A) The axial member (10) provided is provided with a cross-shaped cross-shaped joint with a plurality of perforations (11), and the surrounding member (30) is filled with concrete or cement sand # ( 33) When molding, the groove (34) with the shape of the ten-shaped connector (11) is reserved to allow the two-slot member to be correspondingly covered and fixed to the branch assembly (A). The upper and lower sides of the side positioning members (? η, dry u ϋ ) form a bundle shape for the core member (10). Referring to the third preferred embodiment of the present invention shown in Figures 4 to 6, The cutting assembly (A) of the embodiment cuts the left and right halves on both sides of the elongated plate by cutting tools to form a U-shaped incision (B) having a considerable width, thereby forming an intermediate axial position. The axial member (work ◦), and four side positioning members (2 〇) respectively disposed on both sides of the axial member (i 〇); wherein the axial member (i 〇) is formed at both ends - a perforated connector (11), and axially spaced apart to form two narrow-width branch shaft portions (12), while directly cutting on both sides The marks (B) each form an accommodation gap (B) between the concave edge (1 3 ) provided by the axial member (2 3 ) and the flange ( 2 i ) provided by the side positioning member (2 〇), and then The surface of the support shaft portion (χ 2 ) of the axial member (丄〇 2) is covered with a layer of delamination material (4〇); the bundle member (3〇) of the example of π 1328633 is also provided with two layers. The width of the two-slot member (3 1 ) may be relatively large (3 1 )' or the width of the (four) shaft member (1 Q) and the distance between the two opposite positioning members (2 relative outer edges), and A 4 #, s, t &lt; 玺 亚 且 and after the concrete or cement mortar temple filling material (3 3 ) is formed in two grooves ^ 2) ,, the two-slot member (3 1 Covering the upper and lower side surfaces of the side positioning member (20) of the supporting component (Α), so that the surrounding member (30) forms a bundle beam energy beam to the axial member (1 dry <丄◦) Selecting the composition of the completely separate member as shown in the fourth to sixth figures. Referring to the fourth preferred embodiment of the present invention shown in the seventh embodiment, the support assembly (A) # |f 4c u , The elongated plate is open on both sides of one end. 』$ is a cut-off (B) extending a distance from the central curved arc and then extending axially toward the other end to form an axial member (1 P) at the intermediate axial position, Fenba P/ 1 0) And one side of the shaft member (i 〇 side positioning member (20); both ends and axial portions of the axial member (1〇) of the embodiment form a perforated joint (1 1) And a narrow-width support vehicle is provided by the portion (1 2 ) ' and the axial member (i 〇) and one of the two side positioning members (2 〇) are formed into a body-connected form, and are directly located on both sides The cutting #(B) each forms an accommodation gap (B) between the concave edge (13) provided by the axial member (1) and the flange (2) provided by the side positioning member (2), which The axial member (1〇) is covered with a layer of delamination material (4〇) on the surface of the shaft portion (12) of the branch, and the two grooves of the surrounding member 12 (30) are positioned on the side. For the upper and lower phases of the piece (9 n phase correspondingly covered and fixed, Z ◦), please refer to the lower surface to form the surrounding shape. The support assembly of the example (A w #月五优选方式例') is implemented on both sides of the middle position on both sides of the elongated plate, each cut forms a two-end axial direction Ιί # extends toward the center Ting arc Then, respectively, the cut axial members extending toward the ceramic glaze. η, located on both sides of the intermediate axial position and having the door and four side positioning members respectively located at the interval of the axial member (1 〇) 2 〇); The axial member of the embodiment (the joint of the bore (11): 〇) is formed at both ends - a shaft portion (丄" of the support, and the axial interval is formed by two widths Narrow (12); the connecting end of the axial member (1〇) (the two (four) and the corresponding end of each side of the fixed material (2Q) form a form, and directly with the cut on both sides (b) Each of the forming one:: the axial member (a) 0) is provided with a concave edge (&quot;) and a side positioning member (2 ul/jin setting flange (21) between the receiving gap (B); the axial center Q) The surface of the support shaft 4 (12) is covered with a layer of delamination material (40), and the two groove members (3 1 ) of the bundle member (3 )) are correspondingly covered and fixed to the side. Positioning The upper and lower side surfaces of the piece (2 〇) form a bundle shape. Referring to the sixth preferred embodiment of the present invention shown in the ninth embodiment, the support assembly (A) of this embodiment is close to both sides of the elongated plate. The positions of the two ends start 'the cutting forming--the nipple central bend i extends a distance and then respectively extend toward the middle portion of the plate to cut 1 (B) 'by forming - the axial member located at the intermediate axial position (10) And two side positioning members (2 Q ) respectively located on both sides of the axial member (丄〇13 1328633). The axial member (10) of the embodiment is formed at both ends and in the axial position, and a perforation is formed. The joints f Ί 1, ^ _ 0 , (iv) the joint (1 1 ) and the narrow-width branch shaft • part (12) 'and the support is unloaded, and the two sides of the middle part of the ( 1 2 ) are two The side positioning members (2 〇) * U ) form a one-piece joint form, and directly have the cut marks (卩, female, and each liter) located on both sides (the one is located at the concave edge (1) of the axial member (1 Q)) The accommodation gap (Β ) between the side positioning member (2〇) and the side positioning member (2〇); • η 0 , , , ± Λ glaze ~ member (1 0 ) on the support shaft portion The surface is covered with a layer of delaminating material (40), and the two grooved members (31) of the surrounding material (30) are correspondingly covered and fixed to the side positioning members (2 Π, ΑΑ U 0 ^, the lower side surface is formed into a beam-shaped telescope. ^ Referring to the seventh preferred embodiment of the present invention shown in the tenth, tenth, and the following, the == control component (Α) is provided with an elongated plate It is located in the two (four) structural members (5〇), two in the long plate shape # on the connecting member (50), and on the lower side of the axial member (ι) eight: two axial members (1〇) Two sides (2 turns) disposed on both sides and spaced apart; wherein the connecting member (50) is a long-shaped, two-axis member that is fixed to the upper and lower sides of the material (丄(八)) Corresponding side positioning members (2 〇), 兮 two red to Ganzi) the two axial members (10) and the corresponding side positioning members (2〇) on the side of the position, are (four) cutting machines and are long The left and right halves of the two sides of the plate are cut - when the U-shaped cut (Β) of the width is formed, the phase efficiency of the plate is used to utilize the plate-like material; the precision is enough to maximize the economy of 1328633. Two-axis member i)) forming a plurality of perforated joints (11) at each end, thereby utilizing the phase joints (1 1) of the two axial members (10) and the beams or knots in a lapped form* For the assembly connection, each axial center structure 1f f η, i 神 神 (1 Ο) is axially spaced to form two support width shafts (1 2 )' with a narrow width and directly cut on both sides The marks (B) each form a concave edge (丄" between the axial member (i 〇) and

側疋位件(2 0 )所设凸緣(2 1 )之間的容置間隙(B 鲁)’再於軸心構件(1〇)所設支樓轴部(12)朝向相 對外側的表面彼覆設有—層脫層材料(4 〇 ): 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 的寬度係略小 於或等於各軸心構件(1 ◦)的寬度及相對應兩側定位件 :2 f )相對外側緣之間的距離,並且在將混凝土或水泥 $聚等填充材(3 3 )預鱗成型於兩槽型構材(3 1 )所 。又的填槽(3 2 )内後’將兩槽型構材(3丄)相對應地 _罩覆固結於支標組件(A )的上、下側的側定位件(2 〇 )’藉以對兩軸心構件(10)形成圍束形態,組構成如 | | 一圖所不以完全分離式構件組成的搭接組合式挫 屈東制斜撐。 ”月參閱第十二圖所示的本發明第八較佳實施例,該實 把例與别述第七較佳實施例的差異部份係在於:將連結構 件(5 0 )設為上下疊靠結合的兩片式結合形態。 ^明參閉第十三圖所示的本發明第九較佳實施例,該實 細例與則述第七較佳實施例的差異部份係在於將支撐組件 15 1328633 (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》 請參閲第十四圖所示的本發明第十較佳實施例,該實 施例與前述第七較佳實施例的差異部份係在於:軸心構件 (10)僅設有一段寬度較窄的支撐軸部(12),於支 撐軸部(1 2 )位置的兩側緣各凹設形成有一凹 ),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。 請參閱第十五、十六圖所示的本發明第十一較佳實施 例,其與前述第七較佳實施例的差異部份係在於支樓組件 (A)所設軸心構件(1〇)的形狀構造,其係在位於上 、下側的軸心構件(10)的相對外側的轴線位置各凸伸 設有-道板片而形成截面為τ形的桿柱形態,各轴心構件 (10)於兩端各形成一設具多數個穿孔的連接頭(U )’且軸向間隔形成有二段寬度較窄的支撐軸部( ’於各支樓轴部(1 2)— 7 置的二個板片側緣各凹設形成The accommodating gap (B Lu) between the flanges (2 1 ) provided by the side clamp members (20) is further directed to the opposite outer surface of the shaft portion (12) of the pivot member (1〇) The cover layer is provided with a layer of delamination material (4 〇): the bundle member (30) of the embodiment is provided with two permeable groove members (3 1), and the two groove members ( The width of 3 is slightly less than or equal to the width of each axial member (1 ◦) and the corresponding locating members on both sides: 2 f ) the distance between the opposite outer edges, and the concrete or cement $ gathers the filler (3 3) The pre-scale is formed in a two-slot type member (3 1 ). After the other filling groove (3 2 ), the two groove-shaped members (3 丄) are correspondingly affixed and affixed to the upper and lower side positioning members (2 〇) of the sub-assembly (A). Therefore, the two-axis core member (10) is formed into a bundle shape, and the group is composed of a lap joint type slanting yoke which is not composed of a completely separate member. Referring to the eighth preferred embodiment of the present invention shown in FIG. 12, the difference between the actual example and the seventh preferred embodiment is that the connecting members (50) are placed one on top of the other. According to the ninth preferred embodiment of the present invention shown in the thirteenth diagram of the present invention, the difference between the actual example and the seventh preferred embodiment is that the support will be supported. The connecting member (5 〇) provided in the assembly 15 1328633 (A) is configured such that the 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 relatively joined sheets. [Formula] 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 (10) is only provided with a width. The narrow support shaft portion (12) is concavely formed on both side edges of the support shaft portion (1 2 ), and is provided with one side positioning member symmetrically on both sides of the shaft core member (i 〇) Embodiment (20). Please refer to the eleventh preferred embodiment of the present invention shown in the fifteenth and sixteenth aspects, which The difference between the seventh preferred embodiment is based on the shape of the axial member (1) provided in the branch assembly (A), which is on the opposite side of the axial member (10) on the upper and lower sides. Each of the axial positions is provided with a channel plate to form a column shape having a cross-section of a τ shape, and each of the axial members (10) forms a connector (U)' having a plurality of perforations at both ends thereof. The axial spacing is formed with two narrow support shaft portions (the two side edges of each of the two shafts of each branch shaft portion (1 2)-7 are recessed.

有 凹緣(1 3 ),並斜庙Ar A ^ 對應位於軸心構件(1 Ο )兩相對 稱側的凹緣(;[3),於 ,,a 神〜構件(1 〇)的兩相對猶 側各間隔設有二個側定位件 干(J ◦),各側定位件(2 0 )係各設有一與所對應 緣Q 1 3 )形成相匹配的凸緣( 匕丄)’並於軸心構件( 側定付杜Γ 〇 ( 1 ◦)的凹緣(1 3 )與相對應 疋位件(2〇)的凸緣(2 I Ζ 1 )之間各形成一容置間隙 )’同4於軸心構件(10)所設支樓轴部(12) 16 1323633 朝向相對外側的表面彼覆設有一層脫層材料(4 〇 ); 該實施例的圍束構件(3 Ο )同樣係設有二個可相對 合的槽型構材(3 1 ),該兩槽型構#( 3 1 )的寬度係 略小於或等於各軸心構件(i ◦)的寬度及相對應兩侧定 位件(2 0 )相對外側緣之間的距離’並且在以混凝土或 水泥蛉水等填充材(3 3 )預鑄成型時,㉟留配合τ形軸 〜構件(1 0 )形狀的嵌槽(3 4 ) ’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、 下侧的側定位#( 2 〇 )而對兩軸心構件(丄〇 )形成圍 束形痛、’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。 月^閱第十七圖所不的本發明第十二較佳實施例,該 實施例與前述第十一較佳實施例的差異部份係在於:於軸 冓件(1 0 )僅设有—段寬度較窄的支樓轴冑(1 2 ) ;芽軸一(1 2 )位置的三個板片側緣各凹設形成有 -凹緣(1 3 ),並於軸心構件(工◦)的兩側各對稱設 有-:定位件(2〇)的實施形態。 *閱第十八圖所不的本發明第十三較佳實施例,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:牛(50)設為上下疊靠結合的兩片式結合形態。 十九圖所不的本發明第十四較佳實施例,該 貫施例與前述第+ _ &amp; 較佳實施例的差異部份係在於:將支 撐組件(A )所#w 。又的連、..口構件(5 0 )設為以多片板材依 序相對銜接組成报能 π 形〜、,如圖所示的連結構件(5 〇 )係設 17 1328633 有一片相對銜接的板材的實施形態。 一請參閱第二十圖所示的本發明第十五較佳實施例,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 0 )僅設有一段寬度較窄的支撐軸# (工 ;支樓轴。卩(1 2 )位置的三個板月側緣各凹設形成有 一凹緣(1 3 ),並於軸心構件(丄〇 )的兩側各對稱設 有一側定位件(2 0 )的實施形態。There is a concave edge (1 3 ), and the oblique temple Ar A ^ corresponds to the concave edge of the opposite side of the axial member (1 Ο ) (; [3), ,, a god ~ member (1 〇) two relative There are two side positioning members (J ◦) at each side of the jug, and each side positioning member (20) is provided with a flange (匕丄) which is matched with the corresponding edge Q 1 3 ). The axial core member (the recessed edge (1 3 ) of the side fixed axe (1 ◦) and the flange (2 I Ζ 1 ) of the corresponding clamp (2〇) form a receiving gap) The surface of the support shaft portion (12) 16 1323633 provided with the shaft member (10) is provided with a layer of delamination material (4 〇); the surrounding member (3 Ο ) of this embodiment is also There are two permeable trough-shaped members (3 1 ), the width of the two-slot structure #( 3 1 ) is slightly less than or equal to the width of each axial member (i ◦) and the corresponding sides When the distance between the positioning member (20) and the outer edge is '' and is formed by the filling material (3 3 ) such as concrete or cement, the 35 is fitted with the groove of the shape of the θ-axis to the member (10). (3 4 ) 'By letting two slots The material (3 1 ) can correspondingly cover the side positioning #( 2 〇) fixed to the upper and lower sides of the support assembly (A ) and form a bundled pain, 'group' of the two axial members (丄〇) The lap joint combined frustum beam struts composed of completely separate members are constructed as shown in the fifteenth and sixteenth figures. In the twelfth preferred embodiment of the present invention, the difference between the embodiment and the eleventh preferred embodiment is that the shaft member (10) is only provided. - the axle 胄 (1 2 ) of the branch with a narrow width; the side edges of the three slabs at the position of the bud axis (1 2 ) are recessed to form a concave edge (1 3 ), and are applied to the axial member (work) The two sides of each side are symmetrically provided with an embodiment of a positioning member (2 turns). * The thirteenth preferred embodiment of the present invention, which is not illustrated in the eighteenth embodiment, differs from the eleventh preferred embodiment in that the connection structure: the cow (50) is placed on top of each other. A combination of two pieces combined form. The fourteenth preferred embodiment of the present invention, which is not shown in the nineteenth embodiment, differs from the foregoing preferred embodiment of the preferred embodiment in that the support assembly (A) is #w. The other joints, the port member (50) is set to be a plurality of plates in sequence to form a π-shaped shape, and the connecting member (5 〇) as shown in the figure is 17 1328633. The embodiment of the sheet. Referring to the fifteenth preferred embodiment of the present invention shown in FIG. 20, the difference between the embodiment and the fourteenth preferred embodiment is that the axial member (10) is only provided. a narrow width of the support shaft # (work; support shaft. The three slab side edges of the 卩 (1 2 ) position are recessed to form a concave edge (1 3 ), and the axial member (丄〇) An embodiment in which one side positioning member (20) is symmetrically disposed on both sides.

—/參閱第二十―、二十二圖所示的本發明第十六較佳 實施例,該實施例的支撑組件(A )係包含有一截面呈十 字形的軸心構件(1 〇),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 “構件(1 〇)於兩端各形成一設具多數個穿孔的連接頭 (11),且軸向間隔形成有二段寬度較窄的支撐軸部( ^ 2 )於各支撐軸部(1 2 )位置的四個板片侧緣各凹 設形成有一凹緣(13),並對應位於軸心構件(1〇) 其中兩相對稱側的凹緣(1 3 ),各側定位件(2 〇 )係 各設有—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 〇 )的凹緣(1 3 )與相對應側 定位件f 9 Π、^ 的凸緣(2 1 )之間各形成一容置間隙( B ),祐、 …、 ’於支樓輪部(1 2)的表面彼覆設有一層脫層材 料(4 〇 ); 該實施例的圍束構件( 槽型構材(3 1 ),該兩槽 於或等於軸心構件(丄〇 ) 3 0 )係設有二個可相對合的 型構材(3 1 )的寬度係略小 的寬度及相對應兩側定位件( 漿:ii對外側緣之間的距離,並且在以混凝土或水泥砂 .r 、4才(3 3)預鑄成型時,預留配合丁形軸心構件 . 卜豹:形狀的嵌槽(34) ’藉以讓兩槽型構材(31 = 川結於支禮組件(…上、下侧的 組構成如而對車由心構件(1〇)形成圍束形態, 的挫屈束制:::、二十二圖所示以完全分離式構件組成 2十三圖所示的本發明第十七較佳實施例, 剛述第十六較佳實施例的差異部份係在於:於 ), 1())僅設有一段寬度較窄的支撐軸部(12 有—凹緣^ ^ ( 1 2 )位置的四個板片側緣各凹設形成 設有^ ),並於軸心構件(U)的兩側各對稱 又有:側定位件(2Q)的實施形態。 月&gt; 閱第_十四圖所示的本發明篦_|_ 該實施例與前述第十1佳=發月第十八較佳貫施例’ 輪心 第十“乂佳實施例的差異部份係在對應於 定位 @四個側緣,均分別間隔設置有二個側 應凹緣(i 3 I侧疋位件(2 0)係各設有一與所對 ”二)形成相匹配的凸緣(21),並於軸心構 凸 、(1 3 )與相對應側定位件(2 〇 )的 、 )之間各形成一容署越*,ϋ、 ^ 軸部( a 4置間隙(Β ) ’以及於支撐 )的表面披覆設有-層脫層材料(4 ◦). 相對3 = Γ㈣(3〇)係設有四個呈&quot;而可 係二=(31),各槽型構材(3”的寬度 1 0)見度的一半,並且在以 19 丄以8633 混凝土或水泥砂漿等填充材(3 3 )於槽型構材(3工) 所。又的填;fs ( 3 2 )帛鑄成型後,將四個槽型構材(3 1 )相對應地罩覆ϋ結於支樓組件(A )的四個區位的側定 位件(2 Oh對轴心構件(1Q)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,僅是本發明的較佳實施例,並非對本發明 作任:形式上的限制’任何所屬技術領域中具有通常知識- / Referring to the sixteenth preferred embodiment of the present invention shown in the twenty-second, twenty-two, the support assembly (A) of the embodiment comprises a shaft member (1 〇) having a cross shape. And four side positioning members (20) respectively disposed on opposite sides of the axial member (worker); wherein the shaft member (1) forms a joint with a plurality of perforations at each end (11), and the support shaft portion (^ 2 ) having two narrow widths at the axial interval is formed with a concave edge (13) at 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 respectively provided - matching with the corresponding concave edge (13) The flange (2 work) simultaneously forms a receiving gap between the concave edge (1 3 ) of the axial core member (1 )) and the flange (2 1 ) of the corresponding side positioning member f 9 Π, ^ ( B), You, ..., 'the surface of the branch wheel (1 2) is covered with a layer of delamination material (4 〇); the surrounding member of the embodiment (the groove member (3 1 ), Two slots in Equivalent to the axial member (丄〇) 3 0 ) is provided with two oppositely shaped members (3 1 ) with a slightly smaller width and corresponding lateral positioning members (slurry: ii between the outer edges) The distance, and when forming with concrete or cement sand.r, 4 (3 3) ,, reserve the shape of the shaft member. Bu Bao: shape of the groove (34) 'to make the two groove structure Material (31 = Chuanjie in the blessing component (...the upper and lower side of the group constitutes a bundle of the car's core member (1〇), and the frustration is as follows:::, 22 The seventeenth preferred embodiment of the present invention shown in the twenty-third figure is composed of a completely separate member. The difference between the sixteenth preferred embodiment is that: (1) The support shaft portion having a narrow width (the four side edges of the four sheets having the concave edge ^ ^ (1 2 ) are recessed and formed with ^), and are symmetric on both sides of the axial member (U) : Embodiment of the side positioning member (2Q). Month&gt; The invention of the present invention as shown in the fourth-fourth diagram _|_ This embodiment and the aforementioned tenth best = the eighteenth preferred embodiment of the month The tenth round of the wheel The difference between the two parts of the embodiment is corresponding to the positioning of the four side edges, and two side concave edges are respectively arranged at intervals (the i 3 I side clamping members (20) are respectively provided with a pair of opposite sides). Forming a matching flange (21), and forming a tolerance portion*, ϋ, ^ shaft portion between the axial center convex, (1 3 ) and the corresponding side positioning member (2 〇) a 4 gap (Β) 'and the surface of the support) is covered with a layer of delamination material (4 ◦). Relative 3 = Γ (4) (3 〇) is provided with four &quot; and can be two = ( 31), each groove type member (3" width 10) is half of the visibility, and is filled with a material such as 8633 concrete or cement mortar (3 3 ) in a grooved member (3 work). After filling; fs ( 3 2 ) 帛 after casting, the four grooved members (3 1 ) are correspondingly covered with the side positioning members of the four positions of the branch assembly (A) (2 Oh The core member (1Q) is formed into a bundle shape, and the group is configured as a buckling bundle as shown in Fig. 24. The above is only a preferred embodiment of the present invention, and does not constitute the present invention: Formal restrictions 'have general knowledge in any technical field

右在不脫離本發明所提技術方案的範圍内,利用本發 明所揭示技術内容所作出局部更動或修飾的等效實施例, 未脫離本發明的技術方案内容,均仍屬於本發明技 方案的範圍内β 【圖式簡單說明】 第一圖係本發明第_柄处— 第 車乂佳貫施例之結構分解示意圖。 圖係本發明第_ Μ + 一 弟較佳貫施例之結構剖面示意圖。 第三圖係本發明筮- —車乂佳實施例之結構分解示意圖。 第四圖係本發明篦= 構示意圖。 第—較佳實施例所採用支撐組件之結 三較佳實施例於設有側定位件部位 第五圖係本發明第 之結構剖面示意圖。 第六圖係本發明第 位之結構剖面示意圖。 第七圖係本發明第 構不意圖。 第八圖係本發明第 —較佳實施例於未設有側定位件部 四較佳實施例所採用支撐組件之結 五較佳貫施例所採用支撲組件之結 20 1328633 構示意圖。 第九圖係本發明第六較佳實施例所採用支撐組件之結 構示意圖。 第十圖係本發明第七較佳實施例之結構分解示意圖。 第十一圖係本發明第七較佳實施例之結構剖面示意圖 0 第十二圖係本發明第八較佳實施例之結構剖面示意圖 〇 第十三圖係本發明第九較佳實施例之結構分解示意圖 〇 第十四圖係本發明第十較佳實施例之結構分解示意圖 〇 第十五圖係本發明第十一較佳實施例之結構分解示意 圖。 第十六圖係本發明第十一較佳實施例之結構剖面示意 圖。 第十七圖係本發明第十二較佳實施例之結構分解示意 圖。 第十八圖係本發明第十三較佳實施例之結構剖面示意 圖。 第十九圖係本發明第十四較佳實施例之結構分解示意 圖。 第二十圖係本發明第十五較佳實施例之結構分解示意 圖。 21 1328633 第二十一圖係本發明第十六較佳實施例之結構分解示 意圖。 第二十二圖係本發明第十六較佳實施例之結構剖面示 意圖。 第二十三圖係本發明第十七較佳實施例之結構分解示 意圖。 第二十四圖係本發明第十八較佳實施例之結構剖面示 意圖。The equivalent embodiments of the local modification or modification made by the technical content disclosed in the present invention without departing from the technical solutions of the present invention are still in the technical solution of the present invention. In the range β [Simplified description of the drawing] The first figure is a structural decomposition diagram of the first stalk of the present invention. The figure is a schematic cross-sectional view of a preferred embodiment of the present invention. The third figure is a schematic exploded view of the embodiment of the present invention. The fourth figure is a schematic diagram of the present invention. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of a support assembly is used. A preferred embodiment is provided with a side positioning member. The fifth embodiment is a cross-sectional view of the first embodiment of the present invention. The sixth drawing is a schematic cross-sectional view of the structure of the present invention. The seventh drawing is not intended to be the first embodiment of the present invention. The eighth embodiment is a first embodiment of the present invention in which the side positioning member portion is not provided. The fourth embodiment of the support assembly used in the preferred embodiment is a schematic diagram of a knot assembly 20 1328633. Figure 9 is a schematic view showing the structure of a support member used in a sixth preferred embodiment of the present invention. Figure 11 is a schematic exploded view of a seventh preferred embodiment of the present invention. 11 is a cross-sectional view showing a structure of a seventh preferred embodiment of the present invention. FIG. 12 is a cross-sectional view showing the structure of an eighth preferred embodiment of the present invention. FIG. 13 is a ninth preferred embodiment of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 14 is a structural exploded view of a tenth preferred embodiment of the present invention. FIG. 15 is a schematic exploded view of the eleventh preferred embodiment of the present invention. Figure 16 is a cross-sectional view showing the structure of an eleventh preferred embodiment of the present invention. Figure 17 is a schematic exploded view showing the twelfth preferred embodiment of the present invention. Figure 18 is a cross-sectional view showing the structure of a thirteenth preferred embodiment of the present invention. Fig. 19 is a schematic exploded view showing the fourteenth preferred embodiment of the present invention. Fig. 20 is a schematic exploded view showing the fifteenth preferred embodiment of the present invention. 21 1328633 The twenty-first embodiment is a structural exploded view of a sixteenth preferred embodiment of the present invention. Fig. 22 is a cross-sectional view showing the structure of a sixteenth preferred embodiment of the present invention. The twenty-third figure is a structural exploded view of the seventeenth preferred embodiment of the present invention. The twenty-fourth embodiment is a cross-sectional view showing the structure of the eighteenth preferred embodiment of the present invention.

【主要元件符號說明】 (A )支撐組件 (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 (B )容置間隙、切痕 (11)連接頭 (1 3 )凹緣 (21)凸緣 (3 1 )槽型構材 (3 3 )填充材 22[Description of main component symbols] (A) Support component (10) Axis member (1 2 ) Support shaft portion (20) Side positioning member (30) Coaming member (3 2) Filling groove (3 4) Groove (40) delamination material (50) joint member (B) accommodating gap, cut (11) joint head (13) concave edge (21) flange (3 1) groove-shaped member (3 3 ) filler 22

Claims (1)

1328633 十、申請專利範圍: 、一種完全分離式挫屈束制斜撐,包含有: 一支撐組件,該切組件係、設有—個以上的軸 :件係6又有'组以上的兩相對稱側’各相對稱側 ”又λ 、凹緣的非線性側緣’並對應於各軸心構件的各 = :: =設有一個以上的侧定位件,各側定位件係配合 〜具凹緣的非線性側緣而各設有—具相匹配凸緣的1328633 X. Patent application scope: A completely separated frustum beam bracing, comprising: a supporting component, the cutting component is provided with more than one axis: the component system 6 has two phases of more than one group The symmetrical side 'each symmetrical side' and the λ, the non-linear side edge of the concave edge' and corresponding to each of the axial members = :: = are provided with more than one side positioning member, each side positioning member is fitted with a concave The non-linear side edges of the rim are each provided with a matching flange l性側緣’並於各軸心構件與所對應各側定位件的非線 性侧緣之間各設有一容置間隙;以及 —圍束構件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撐組件所設側定位件 的:對接觸面上’並於各槽型構材與所對應的支撐組件之 間有填充材而對軸心構件形成圍束形態。 2、如申請專利範圍第1項所述之完全分離式挫屈束 制斜推’纟中於所述的軸心構件於鄰靠所述填充材的表面 被覆設有一脫層材料。 3、 如申請專利範圍第2項所述之完全分離式挫屈束 制斜撐,Λ中所述的槽型構材係設有一填槽,所述的填充 材係以混凝土或水泥砂漿等材料預鑄成型設於該填槽中。 4、 如申請專利範圍第}項所述之完全分離式挫屈束 制斜撐,其中所述的槽型構材係設有一填槽,所述的填充 材係以混凝土或水泥砂漿等材料預鑄成型設於該填槽中。 5、 如申請專利範圍第丄至4項其中任一項所述之完 全分離式挫屈束制斜撐,其中所述的支撐組件係包含一所 23 “28633 辻軸心構件及二分別設於該軸心 位杜·甘+ μ t , 牛相對稱側的所述側定 立件,其中的軸心構件於兩端各形 ,, 運接頭且於軸向部 位形成一寬度較窄的支撐軸部,於 夂 於忒支撐軸部的相對稱側 各凹汉形成一凹緣;各侧定位件係 相對位置凸設有-凸緣。 。所對應的凹緣而於 之完全分離式挫屈束 疋位件係由同一長形a side edge 'and an accommodation gap between each of the axial members and the non-linear side edges of the corresponding side positioning members; and the bundle member member includes two or more groove members 'The groove members are fixedly attached to the side positioning members of the support assembly with the side edges: the pair of contact faces' and between the groove members and the corresponding support members, the filler members and the axial members Form a bundle shape. 2. The fully separated frustum beam puller of the first aspect of the invention of claim 1 wherein the axial member is coated with a delamination material adjacent to the surface of the filler. 3. The fully-separated frustum-type slanting bracing described in the second paragraph of the patent application, wherein the trough-shaped member is provided with a filling groove, and the filling material is made of concrete or cement mortar. The crucible is formed in the filling tank. 4. The fully-separated frustum-bearing diagonal bracing according to the invention of claim 1, wherein the trough-shaped member is provided with a filling groove, and the filler material is pre-prepared with materials such as concrete or cement mortar. Casting is provided in the filling tank. 5. The fully-separated setback brace according to any one of claims 4 to 4, wherein the support assembly comprises a 23"28633 辻 axial member and two respectively disposed on The axial center Du Gang + μ t , the side standing member on the opposite side of the cow, wherein the axial member is shaped at both ends, and the joint is formed in the axial portion to form a narrow support shaft portion a concave edge is formed on each of the opposite sides of the support shaft portion of the support shaft; each side positioning member is convexly provided with a flange-shaped flange. The corresponding concave edge is completely separated and deflected. The bit is made of the same long 6、如申請專利範圍第5項所述 制斜撐’其中所述的軸心構件及各側 板材所切割成型。 7、如中請專利範圍第6項所述之完全分離式挫屈束 制斜樓’丨中所述⑲心構件與各側定位件的其中一端係 形成一體連結形態。 、 8、如申請專利範圍第7項所述之完全分離式挫屈束 制斜標,#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 疋位件的接觸面。 9如申明專利範圍第5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。 10、如申請專利範圍第1至4項其中任一項所述之 完全分離式挫屈束制斜撐’其中所述的支撐组件係包含一 所述軸心構件及四分別設於該軸心構件兩相對稱侧的所述 側定位件;其中的軸心構件於兩端分別形成一連接頭且軸 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 1328633 稱側各凹設形成一凹緣;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。 1 1、如申請專利範圍第X 〇項所述之完全分離式挫 * 屈束制斜撐,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。 1 2、如申請專利範圍第i i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 φ 的相對應端形成一體連結形態。 1 3、如申請專利範圍第i 2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。 1 4、如申請專利範圍第1丄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。 鲁 1 5、如申請專利範圍第i 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 6、如申請專利範圍第1 〇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D 17、如申請專利範圍第1至4項其中任一項所述之 25 丄⑽()33 70全分離式挫屈束制斜撐,其中 位於中間位置的連結構件、二分:#組件係包含- 側的所述軸心構件,^ — ⑨該連結構件上 义軸U構件’連結構件係結合固定 各相對應的側定位件。 、“構件兩側 丄8、如申請專利範圍第1 7頊 屈束制斜撐,j:中, 70全分離式挫 討得丨中所述的轴心構件於 且於軸向部仿拟士哲也 ^ ^ 連接頭6. The axial member and the side plates of the method described in claim 5 of the patent application are cut and formed. 7. The 19-heart member of the fully-separated setback sloping floor as described in the sixth paragraph of the patent application form an integral connection with one end of each of the side positioning members. 8. The fully separated frustum bundle bevel according to item 7 of the patent application scope, wherein the width of the groove member is less than or equal to the outer edge distance of the side positioning member on the opposite side. And being affixed to the contact faces of the side clamping members with side edges. 9. The fully-separated setback brace according to claim 5, wherein the width of the channel member is slightly less than or equal to the outer edge distance of the side positioning member on the opposite side, and The side edges are affixed to the contact faces of the side locating members. 10. The fully-separated setback brace of any one of claims 1 to 4, wherein the support assembly comprises a shaft member and four are respectively disposed on the shaft The side positioning members on the two opposite sides of the member; wherein the axial core members respectively form a joint at both ends and are axially spaced apart from each other with two narrow support shaft portions, and the opposite sides of each support shaft portion are 24 1328633 Each of the recesses defines a concave edge; each of the side positioning members cooperates with the corresponding concave edge to project a flange at a relative position. 1 1. The fully-disengaged buckling brace according to the scope of claim X, wherein the axial member and each side positioning member are cut by the same elongated plate. 1 2. The fully-separated frustum-type diagonal bracing as described in claim i i, wherein the two sides of the connector form an integral connection with the corresponding end of the corresponding side positioning member φ. 1 3, the fully-separated frustum-bending bracing according to the scope of claim 2, wherein the width of the trough-shaped member is slightly smaller than or equal to the outer side of the side positioning member on the opposite side. The edge distance is fixed to the contact surface of each of the side positioning members with a side edge. The fully-disengaged buckling beam brace according to the first aspect of the invention, wherein the two sides of the middle portion of the support shaft portion are integrally connected with the corresponding ends of the corresponding side positioning members. form. 5. The fully-separated buckling beam brace according to claim i, wherein the width of the channel 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. The complete separation type buckling beam bracing described in the first aspect of the invention, 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 surface is affixed to the contact surface D 17 of the side locating members, and the 丄(10)() 33 70 fully separated frustum bundle system according to any one of claims 1 to 4 The struts, wherein the connecting member at the intermediate position, the two-part: #component system includes the axial member of the side, and the connecting member is connected to the corresponding side locating member. . , "The two sides of the member 丄 8, as in the patent application scope of the 17th 顼 制 制 , , , , , , , , , j j j 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 Zhe also ^ ^ connector 的相對㈣Γ 的切㈣,料切軸部 所述的側定位件,各側定位件係配合所對應的 凹表而於相對位置凸設有一&amp;緣。 1 9、如申請專利範圍 屈束制斜撐,其中所述的軸 長形板材所切割成型。 第1 8項所述之完全分離式挫 心構件及各側定位件係由同一 2 〇、&quot;請專利範圍第i 9項所述之完全分離式挫 ⑴束制㈣’其中所述的轴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。 22、如申請專利範圍第18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 1328633 2 3、如申請專利範圍第丄7項所述 S, ^ ^,\4± ^ ^ Λ, %王分離式挫 屈束制斜撐,其中所述的軸心構件於 、從 而各形成一連拯 且於軸向部位間隔形成二寬度較窄的支撐軸邱, 抽部的相對稱側各凹設形成—凹緣;於該轴心構2 Μ 對稱側各間隔設有:所㈣側定位件,各側定位件係= 所對應的凹緣而於相對位置凸設有一凸緣。 ’' · 口The opposite (four) Γ cut (4), the side locating member of the material cutting shaft portion, each side locating member is fitted with a corresponding concave surface and a &amp; edge is protruded at a relative position. 1 9. If the patent application scope is a buckling bracing, wherein the axially elongated plate is cut and formed. The fully-separated setback member and the side locating members described in Item 18 are completely separated by the same 2 〇, &quot; patent scope i9 item (1) bundle (4) 'the shaft described therein The core member forms an integral connection with one of the end portions of each of the side positioning members. 2. The fully-separated frustum-bending oblique slab of claim 2, wherein the width of the trough member is slightly less than or equal to the outer edge distance of the side locator on the opposite side. And affixed to the contact faces of the side positioning members with side edges. 22. The fully-separated setback brace according to claim 18, wherein the width of the channel member is slightly less than or equal to the outer edge distance of the side positioning member on the opposite side, and The side edges are fixed to the contact faces of the side positioning members. 26 1328633 2 3. S, ^ ^, \4± ^ ^ Λ, as shown in the seventh paragraph of the patent application scope, the king-separated frustration bundle, wherein the axial members are formed The support shafts having two narrow widths are formed at intervals in the axial direction, and the opposite sides of the pumping portions are recessed to form a concave edge; and the spacing on the symmetrical side of the shaft center is provided: (4) side positioning Pieces, each side positioning member = corresponding concave edge and a flange is protruded at the opposite position. '' · mouth 2 4、如申請專利範圍第2 3項所述之完全分離式挫 屈束制斜撐,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。 2 5、如申請專利範圍第2 4項所述之完全分離式挫 屈束制斜撑,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。 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,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 φ 各側定位件的接觸面。 2 7、如申請專利範圍第2 4項所述之完全分離式挫 屈束制斜樓’其中所述的支樓轴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、如申請專利範圍第2 7項所述之完全分離式挫 屈束制斜推’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。 2 9、如申請專利範圍第2 3項所述之完全分離式挫 27 1328633 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 各侧定位件的接觸面。 • 3 0、如申請專利範圍第7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。 31、如申請專利範圍第30項所述之完全分離式挫 •屈束制斜撐,其中所述的軸心構件於兩端各形成一連接頭 且於軸向部位形成一寬度較窄的支撐軸部,於該支撐軸部 的相對稱側各凹設形成一凹緣;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。 3 2、如申請專利範圍第3丄項所述之完全分離式挫 屈束制斜撐,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。 鲁 3 3、如申請專利範圍第3 2項所述之完全分離式挫 屈束制斜撐,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》 3 4、如申請專利範圍第3 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。 3 5、如申請專利範圍第3 1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 28 1328633 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 6、如申請專利範圍第3 0項所述之完全分離式挫 屈束制斜撐,其中所述的軸心構件於兩端各形成一連接頭 且於轴向部位間隔形成二寬度較窄的支撐軸部,於各支撑 軸部的相對稱側各凹設形成一凹緣;於該軸心構件的兩相 對稱側各間隔設有二所述的側定位件,各側定位件係配合 φ 所對應的凹緣而於相對位置凸設有一凸緣。 3 7、如申請專利範圍第3 6項所述之完全分離式挫 屈束制斜撐,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 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、如申請專利範圍第3 8項所述之完全分離式挫 φ屈束制斜掠,其中所述槽型構材的寬度係略小於或等於相 才稱側所述側定位件的外側緣距離,並以側緣固結於所述 各侧定位件的接觸面。 40、如申請專利範圍第3 7項所述之完全分離式挫 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#的相對應端形成一體連結形態。 4 1、如申請專利範圍第4 〇項所述之完全分離式挫 束制斜撐’其中所述槽型構材的寬度係略小於或等於相 對無側所述側定位件的外側緣距離,並以側緣固結於所述 29 1328633 各側定位件的接觸面。 4 2、如申請專利範圍第3 6項所述 屈束制斜#,其巾所述槽 &quot;離式挫 ,, 孓構材的見度係略小於或等於相 對稱側所述側定位件的外側 L… Μ則緣距離,並以側緣固結於所述 各側疋位件的接觸面。 43、如中請專利_第17項所述之完全分離式挫 屈束制斜撐,以所述的心構件係設為截面呈τ形的桿2. The fully-separated frustum-type diagonal bracing according to claim 23, wherein the axial member and each side positioning member are cut by the same elongated plate. 2. The fully-separated frustum-type diagonal bracing according to claim 24, wherein the two sides of the connecting head form an integral connection with the corresponding end of the corresponding side positioning member. 2. The fully-separated setback brace according to claim 25, wherein the width of the channel member is slightly less than or equal to the outer edge distance of the side positioning member on the opposite side. And the side edges are fixed to the contact faces of the φ side locating members. 2 7. The fully-separated frustrating beam-sloping sloping floor as described in item 24 of the patent application scope, wherein the two sides of the middle portion of the shaft portion of the support building are integrated with the corresponding ends of the corresponding side positioning members. Link form. 2, the fully-separated set-down oblique pusher described in claim 27, 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 affixed to the contact faces of the side positioning members with side edges. 2 9. The fully-separated setback 27 1328633 bending beam slanting building as described in claim 2, wherein the width of the channel member is slightly less than or equal to the phase symmetry side of the side locating member. The outer edge is spaced apart and is affixed to the contact surface of each of the side positioning members with a side edge. • 30. The fully-separated frustum-type braces as described in claim 7 wherein the joining members are formed by laminating two or more sheets or sequentially engaging each other. 31. The fully-separated frustum-bending brace according to claim 30, wherein the axial member forms a joint at each end and forms a narrow support shaft at an axial portion. a concave edge is formed on each of the opposite sides of the support shaft portion; a side positioning member is disposed on each of the two opposite sides of the axial member, and each side positioning member is matched with the corresponding concave edge A flange is protruded from the opposite position. 3. The fully-separated frustum-type diagonal bracing according to the third aspect of the patent application, wherein the axial member and each side positioning member are cut and formed by the same elongated plate. 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 The fully-separated setback brace according to the third aspect of the invention, wherein the width of the trough member is slightly smaller than or equal to the outer edge distance of the side positioning member on the opposite side, and is side The edge is affixed to the contact surface of each of the side positioning members. 3 5. The fully-separated set buckling bracing described in claim 31, wherein the width of the trough member is slightly less than or equal to the outer side of the side locator of the symmetry side 28 1328633 The edge distance is fixed to the contact surface of each of the side positioning members with a side edge. 3. The fully-separated setback brace according to claim 30, wherein the axial member forms a joint at each end and is spaced apart at the axial portion to form a narrow width. The support shaft portion is recessed to form a concave edge on each of the opposite sides of each of the support shaft portions; two side positioning members are disposed at intervals on opposite sides of the axial core member, and each side positioning member is matched with φ The corresponding concave edge is convexly provided with a flange at the opposite position. 3. The fully-separated frustum-type diagonal bracing according to claim 36, wherein the axial member and each side positioning member are cut and formed by the same elongated plate. 3. The fully-separated frustum-type diagonal bracing according to claim 37, wherein the two sides of the connecting body form an integral connection with the corresponding end of the corresponding side positioning member. 3. The fully-disengaged φ-bend-bumping slanting method according to claim 38, wherein the width of the groove-shaped member is slightly smaller than or equal to the outer side of the side locating member on the side of the phase. The edge distance is fixed to the contact surface of each of the side positioning members with a side edge. 40. The fully-separated frustum bracing according to claim 37, wherein the two sides of the middle portion of the support shaft portion form an integral connection with the corresponding end of the corresponding side positioning #. 4. The fully-separated frustum bracing described in the fourth aspect of the invention, wherein the width of the trough member is slightly less than or equal to the outer edge distance of the side locator relative to the sideless side, And the side edge is fixed to the contact surface of the 29 1328633 side positioning members. 4 2. If the invention is in the scope of the patent application, in the third paragraph of the patent application, the groove is “slotted”, and the visibility of the 孓 member is slightly less than or equal to the side positioning member on the opposite side. The outer side L... is the distance of the edge and is fixed to the contact surface of the side clamps with the side edges. 43. The fully-separated frustum-bending struts according to the above-mentioned patent _17, wherein the core member is a rod having a τ-shaped cross section. 柱形悲’該軸心構件於兩端各形成-連接頭且於軸向部位 形成寬度h的支擇軸部,於該支撑轴部位置的三個側 緣各凹設形成有-凹緣;於該細構件的兩相對稱侧各設 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。 44 '如申請專利範圍第43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 對稱側所述側定位件的外侧緣距離,並以側緣固結於所述 各侧定位件的接觸面。 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 各侧定位件的接觸面。 4 7、如申請專利範圍第1 7項所述之完全分離式挫 30 1328633 屈束制斜撐,豆中所述的乾 心能 〃中所的軸〜構件係設為截面呈τ形的桿 間隔I有該轴心構件於兩端各形成—連接頭且於軸向部位 彳:::1二 窄的支樓抽部’於各支撐轴部位置的三 各分別門ΓΤ有一凹緣;於該軸心構件的兩相對稱側 合刀別間隔設有二所述的側定 斜廊的” ⑺k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。 m2、如中請專利範圍第47項所述之完全分離式挫 :!=’其中所述的連結構件係以二片以上的板材相 宜合或依序相對銜接組成。 屈束:二如ΓΓ利範圍第48項所述之完全分離式挫 二::樓,其中所述槽型構材的寬度係略小於或等於相 ^冉,所述取位件的外側緣距離,並以側緣固結於所述 各側疋位件的接觸面。 5◦、如t請專利範圍第47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:所述側定位件的外側緣距離,並以侧緣固結於所述 各側定位件的接觸面。 5 1、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撑,#中所述的支撲組件係包含一 戴面呈十字形的所述軸心構件,該軸心構件於兩端各形成 一連接頭且軸向間隔形成有一個以上寬度較窄的支擇轴部 ,各支撐軸部於四個板片側緣各凹設形成有一凹緣。 31 ’並於該軸心構件 側定位件 牛的其中一組相對稱側分別設有/所述的 凸設有—凸緣側定位件係配合所對應的凹緣而於相對位置 屈束I二如!請專利範圍第5 2項所述之完全分離式挫 對稱側所、牙、二中所述槽型構材的寬度係略小於或等於相 各側心::::的外側緣距離,並以側緣固錄於所述 屈束制斜標,第51項所述之完全分離式挫 軸邱 述的軸心構件係間隔設有二所述支撐 有二::於該轴心構件的其中一組相對稱側各分別間隔設 於相對: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。 屈束範圍第54項所述之完全分離式挫 *末制斜撐,其中所述 對稱側所述側定位件的; 卜側緣距離寬=係略小於:等於相 各側定位件的接觸面。1緣距離’並以侧緣固結於所述 屈束=如申請專利範圍第51項所述之完全分離式挫 ,並於二,其中所述的軸心構件係設有-所述支撐軸部 二、靠該軸心構件所設四個側緣的位置各 广各侧定位件係配合所對應的凹緣而於相= 直凸SX有一凸緣。 屈克I:、如申請專利範圍第56項所述之完全分離式挫 2=樓1中所述的圍束構件係設有四個呈L形而可 。所述槽型構材,各槽型構材的寬度係略小於或等 32 ^28633 於所述軸心構件寬度的—半。 5 8、如申请專利範圍第5 1項所述之完全分離式挫 屈束制斜撐’其中所述的軸心構件係間隔設有二所述支撐 轴部’並於鄰靠該軸心構件所設四個側緣的位置各間隔設 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。 5 9、如申請專利範圍第5 8項所述之完全分離式挫 • 屈束制斜撐,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。 十一、圖式: 如次頁The columnar member has a connecting shaft portion formed at each end thereof and forming a width h in the axial portion, and a recessed edge is formed in each of the three side edges of the support shaft portion; Each of the two opposite sides of the thin member is provided with one of the side positioning members, and each of the side positioning members is provided with a flange at a relative position by matching the corresponding concave edge. 44' The fully-separated frustum-string bracing according to claim 43, wherein the joining member is formed by laminating two or more sheets or sequentially engaging each other. 4, the fully-separated set buckling bracing described in claim 4, 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 affixed to the contact faces of the side positioning members with side edges. 4. The fully-separated setback brace according to claim 4, wherein the width of the channel member is slightly less than or equal to the outer edge distance of the side positioning member on the opposite side. And affixed to the contact faces of the side positioning members with side edges. 4 7. The fully-separated setback 30 1328633 flexural braces as described in claim 17 of the patent application scope, the shaft-members of the dry core energy shackles described in the beans are set to have a τ-shaped cross section. The interval I has the axial member formed at each end - the connecting head and the narrow portion of the branch portion in the axial portion 彳:::1, and the respective thresholds of the respective support shaft portions have a concave edge; The two symmetry side knives of the axial core member are provided with "(7) k-position members of the two side slanting porches, and the locating members of the respective side locating portions are convexly disposed at opposite positions with the corresponding concave edges. M2, as described in the patent scope, item 47, completely separate type of frustration: !='The joint member described therein is composed of two or more sheets that are suitable or sequentially joined together. The fully-separated two-part:: floor, wherein the width of the trough-shaped member is slightly less than or equal to the phase, the outer edge distance of the receiving member, and the side edge Consolidated on the contact faces of the side clamps. 5◦, such as t, please fully separate the type described in item 47 of the patent scope The width of the trough-shaped member is slightly less than or equal to the symmetry: the outer edge distance of the side positioning member, and the side edge is fixed to the contact surface of the side positioning members 5. The full-split buckling brace according to any one of the claims of the present invention, wherein the baffle assembly described in #1 comprises a shaft member having a cross shape. The shaft member is formed with a joint at each end and is formed with one or more narrow shaft portions at an axial interval, and each of the support shaft portions is recessed to form a concave edge at each of the four side edges of the sheet. The convex-provided-flange-side positioning members are respectively disposed on one of the opposite-side sides of the axial member-side positioning member cows, and the flange-side positioning members are matched with the corresponding concave edges to bend the beam at the relative position. The width of the groove-shaped member of the fully-separated symmetrical side, the tooth, and the second part of the patent range 5-2 is slightly less than or equal to the outer edge distance of each side of the phase:::: The stagnation is recorded in the yaw-bundle, the fully-separated setback of the 51st item The core member is provided with two of the supports: two of the opposite side of the axial member are respectively disposed at opposite side positioning members, and each side positioning member is matched with the corresponding concave edge. A flange is protruded from the opposite position. The fully-divided slanting bracing according to item 54 of the bending beam region, wherein the lateral side of the symmetrical side is wide; the width of the side edge is slightly smaller than: Corresponding to the contact surface of the locating members on each side of the phase. 1 rim distance ' and condensed to the yoke at the side edge = completely separated frustration as described in claim 51, and wherein the axis is The core member is provided with the support shaft portion 2, and the four side edges of the shaft core member are disposed at positions corresponding to the corresponding concave edges, and the phase = straight convex SX has a flange. QUICK I: The fully-divided setback as described in claim 56 of the patent application is as follows: The bundle member described in the building 1 is provided with four L-shaped members. The groove-shaped member, the width of each groove-shaped member is slightly smaller than or equal to 32 ^ 28633 - half of the width of the axial member. 5, the fully-separated setback brace according to the scope of claim 5, wherein the axial member is provided with two support shaft portions and adjacent to the axial member The four side edges are disposed at intervals, and the two side locating members are arranged. The locating members of the respective side locating members are matched with the corresponding concave edges, and a flange is protruded at the opposite position. 5. The fully-separated frustration buckling bracing according to claim 5, wherein the surrounding member is provided with four grooves that are L-shaped and can be opposed to each other. The member, the width of each of the channel members is slightly less than or equal to half the width of the shaft member. XI. Schema: as the next page 3333
TW096113094A 2007-04-13 2007-04-13 Fully separable buckling restrained brace TW200840917A (en)

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