200840917 九、發明說明： 【發明所屬之技術領域】 ♦ 本發明係-種運用於建築物及各種土木工程的強化支 撐裝置，尤指-種能夠製作品質穩定且安裝簡便之士入八 離式挫屈束制斜撐。 凡王刀 【先前技術】 為了加強大型建築物及各種土木工程的处 撐強度’往往會於建築物的橫樑與立 ：成 :樓的斜撐構件，藉以達到提供良好的轴向執性=: 構及消除震動能量等效能，右 、口 m “㈣於現有的斜_件的結構 t d及功此作用，可以參看止 杻如颅m u ^ 項^ a 口、，扁唬弟364528號「韌 生拉壓構材」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 击係將斷面呈X形的長條狀軸心構件穿插於呈方形鋼管的 鋼：以混凝土或水泥砂聚充填於軸心構件與方形 :4 ’錯以利用方形鋼管及所充填的混凝土構成用以 圍束軸心構件的圍走福 ，防止軸心構件於受壓力作用時 產生挫屈’並且於軸心 用以防止軸向力傳… 覆有一層脫層材料， 〜圍束構件。然而在參考案中，由於 端係為較大尺寸的連接頭，要將軸心構件穿 易將披覆於轴心構=面方Γ管相當的麻煩費事’並且容 層材料的作用，·再者 層材料刮落而降低或破壞脫 ，必須將方形鋼管及轴2轴:構件已先穿插於方形鋼管 u構件豎立成直立形式方能充填混 200840917 凝土’不僅造成混凝土的充填作業極為麻煩不便，並且難 以保持轴心構件與方形鋼管之間的正確定位，製作過程無 法監控混减土的澆灌品質，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 =便及。口負不穩定等缺點及限制，發明人開發設計出一種 可以將此减土或水泥砂漿等填充材預鑄成型於圍束構件後 再進行、、且政之凡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 X泥◊水等填充材能夠預鑄成型於槽型構材的填槽後，再 :兩槽型構材結合固定於支撐組件而形成圍束，藉以利用 几王分離形式的構件組裝成運用於建築物或土木工程的挫 出！" ϋ斜撐’充分解決現有挫屈束制斜撐有關於製作困難 貝皿抚不易、及裝配施工不便的缺點及限制，有效地 提昇挫屈束制斜擇的實用性及效能。 本發明所運用的技術手段係在於提供—種完全分離式 技屈束制斜撐，包含有： 支撐、、且件，該支撐組件係設有-個以JL的軸心構件 各幸由心構件係設有一細μ Α λ 、、、上的兩相對稱側，各相對稱側 相生側緣，並對— 各 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 非線性側緣，甘…各5又有一具相匹配凸緣的 各軸心構件與所對應各側定位件的非線 5 200840917 性側緣之間各設有一容置間隙；以及 各車該圍束構件係包含有二個以上長度短於200840917 IX. Description of the invention: [Technical field to which the invention pertains] ♦ The invention relates to an enhanced support device for use in buildings and various civil engineering projects, in particular, capable of producing stable quality and easy installation. Flexor beam bracing. Van Wang Knife [Prior Art] In order to strengthen the strength of large buildings and various civil engineering's tend to be in the beam and stand of the building: into: the diagonal bracing members of the building, in order to provide good axial resistance =: Constructing and eliminating the equivalent energy of vibration energy, right, mouth m "(4) in the structure of the existing oblique _t and its function, can refer to 杻 杻 颅 颅 mu mu ^ ^ ^ ^ mouth, 唬 唬 364 364 528 The patent case of the tensile and compressive materials is not described here. In the patent No. 364528 (hereinafter referred to as the reference case), the striking mechanism is inserted into the steel member in the shape of a square steel pipe by the X-shaped elongated axial member: the concrete member or the cement sand is used to fill the axial member and Square: 4' is wrong to use square steel pipe and filled concrete to form a wall for the core member to prevent the shaft member from frustrating when subjected to pressure' and to prevent axial force on the shaft. Pass... Covered with a layer of delaminated material, ~ bundled members. However, in the reference case, since the end is a connector of a larger size, it is quite troublesome to wear the axial member to the core structure = the surface of the manifold, and the function of the layer material. In addition, the layer material is scraped off to reduce or destroy the strip. The square steel tube and the shaft 2 axis must be inserted first. The member is first inserted into the square steel tube. The u member is erected in an upright form to be able to fill and mix 200840917. The concrete does not only cause the concrete filling operation to be extremely troublesome. Inconvenience, and it is difficult to maintain the correct positioning between the axial member and the square steel pipe, the production process can not monitor the pouring quality of the mixed soil, thus directly affecting the production quality of the buckling beam bracing. SUMMARY OF THE INVENTION In order to solve the existing buckling beam bracing, it is difficult to make, assembly and construction. The inventors have developed a design that can be used to form a filler such as soil reduction or cement mortar into a bundle member, and then perform a full-separated setback brace. . 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 X-mud water can be kneaded in the groove of the trough-shaped member, and then: two slots The structural members are combined with the support assembly to form a bundle, so that the components separated by several kings are assembled to be used for building or civil engineering frustration! " ϋ struts' fully solves the shortcomings and limitations of the existing frustration bundles, which are difficult to make, and the inconvenience of assembly and construction, effectively improving the practicability and effectiveness The technical means used in the present invention is to provide a completely separate type of technical bending brace, comprising: a support, and a member, the support assembly is provided with a JL axial member The two opposite sides of the thin μ Α λ , , , and the opposite sides are formed, and the side edges of the opposite sides are opposite to each other, and each side positioning member is matched with each of the corresponding non-linear non-concave edges. a linear side edge, each of the five axial members having a matching flange and a corresponding non-linear 5 200840917 side edge of each of the corresponding side positioning members are provided with a receiving gap; The component system contains more than two lengths shorter than
V ^ 心型構材，各槽型構材以側緣固設妹人於支 樓組件所設側定位件的相對接觸面上^口於支 ^支撐組件之間設有填充材而對轴心構件形成圍束 設有=材===於_充材的表面被覆 黎或其它材料預鱗成型設於槽型構材的填槽中、、收、％水以 以上==，本發明的支撐㈣係包含―心構件及二個 件乂 該轴心構件相對稱側的側定位件，該軸心構 ::::=Γ連接頭且於軸向部位形成-個以上寬度 、芽由邛，於该支撐軸部的相對稱側各凹設形成一 :緣’各側定位件係配合所對應的凹緣而於相對設 有一凸緣。 开圭的，本發明的轴心構件及各侧定位件可由同一長 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 側定位件的外側緣距離，並以侧緣固結於各側定位 Π的接觸面。 姓本务明的支撐組件係包含一位於中間位置的 :構件、二分別結合固定於該連結構件上、下側的轴心 的’並且該轴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 200840917 乂此 的本發明的軸心構件係設為截面呈τ形的桿柱 形悲^軸心構件於軸向部位間隔^有二個以上寬度較窄 、 ρ於各支撐軸部位置的三個側緣各凹設形成有 凹緣’於該軸心構件的兩相對稱側各設有—所述的側定 牛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。 車乂仏的’本發明的支撐組件係、包含一截自呈十字形的 ,冓牛"亥軸〜構件於兩端各形成一連接頭且軸向間隔 /成有4固以上晃度較窄的支撐軸部，各支撑轴部於四個 板片：緣各凹設形成有一凹…中，可以於軸心構件的 八中、、且或兩組相對稱侧分別設有一個以上的側定位件， 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；同時該圍束構件係可以分設為四個呈L形而可相對合 的b 土構材’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。 本發明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： a 1、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，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，再結合固定於支樓組件而形 成圍束’有效簡化挫屈束制斜樓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 200840917 —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撐有關於轴心構 2穿插裝配困難及脫層材料容易被刮落等問題，有效地提 昇挫屈束制斜樓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。 3二本發明直接利用裁切方法來製作出包含有軸心構 圍束：：位Γ等構件的支撐組件’配合圍束構件所形成的 ，二：有效地以精簡的構造及在不浪費材料的情形下 種能夠確保軸心構件在以方向的支撐強度及消 月匕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 照說明書的内容來實施，兹進用功效，並可依 施例，詳細說明如后： 7 口圖式所不的較佳實 工程=2為一種可以安裝運用於建築物或橋樑等土木 運用、K h η立柱之間的挫屈束制斜撐，對於本發明實浐 提供6入A /疋限制’請參閱各圖所示，本發明所 ”兀王^刀離式挫屈束制斜撐，係包含有： 支撐、、且件（A )，該支撐組件（ 、 上呈長形狀的軸心構件（ 、 °又一個以 於各軸心構件（彳4 以及二個以上分別對應 有-呈凹緣(…形式的非線二:的=口;各料 〇 )总肅人《 列緣’各側定位件（9 斤對應轴心構件〇〇)的非線性側緣而各設 8 200840917 有一呈凸緣（2 1、游+ ^」L i (1。）的“ 側緣’並於各軸心構件 (1 〇)的非線性側緣與所對應側定幻牛 構件 性側緣之間形成—容置間 ，非線 1 ^ ^ ^誕供軸心槿技， 1 0)於受力作用時所產生侧向變形的容置空間’· （ 圍束構件（3 Q )，該圍束構件（3 0 )係包含有 一個以上呈長形狀的槽型 有 "孫久〇 曰工構材（3 1 ) ’各槽型構材（3 )係各§又有一填槽（3 2 )，於各填槽 成型有一以混凝土、水％ 、 ’、預鑄 m、 水料漿或其料料所構成的填充材 (3 3 )，並且讓各槽型構材 兄材 以，… 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)的相對應面上二 各槽型構材（3 1 )及填充材f q ς 讓 认“ 材（33)對切組件（A、 的各軸心構件（1〇)形成圍束形態； ） 如此，組構成—種各組成構件呈完全分離带 束制斜撐。本發明可以淮牛 y式的挫屈 “ 進—步於轴心構件（1 0)的表面 ，覆設有Γ脫層材料（40)，藉以防止該軸心構件（Γ 〇)所承叉的軸向力傳遞到圍束構件（3 〇)。 請參閱第-、二圖所示的本發明第—較佳實 只施例的支撐組件（A)係包含 該 r , π , ^ 呈長形板片狀的軸心 (0 )及—分別設於該軸心構件（丄〇 )兩側 形板片狀的側定位件（2 〇);其中，該軸心構 ^及兩側定位件（20)可由同一長形板材利用切割機呈 於兩側位置縱向切割所形成的三片式構件，藉以能夠以最 大的經濟效率來利用板狀材料，並且也可以進 工機具，將軸心構件（1〇)的厚度加工成厚度略小㈣ 200840917 定位：（2〇)的厚度； 穿孔而^鎖^。構件（1 〇 )於兩端各形成—設具多數個 心構件（ “ΓΓ_柱的連接頭（11)，並且於轴 轴向部位形成一支擇軸部 撐軸部（1 ?、从二/ 、丄2 ) ’於支 2 )的兩側各凹設形成一梯形 讓轴心構件（…的兩側形成具凹緣（1:)(2匕 線性側緣，同時可以於支撐軸部（1 2 )的上、下側板 久姑涛却·里 《 」上下側板面 各披覆5又置—層脫層材料（4 〇 ); (η= = ::Γ件（2〇)的長度係較轴心構件（1 於各側定位件（2〇h t 緣（13)， 緣（…J 對應位置各凸設形成-梯形凸 緣（2 1)，讓轴心構件（1〇)與各側定 側緣之間形成凹凸匹配形式，同時於轴心構件( " 緣—(13)與兩側定位件（20)的凸緣（2 之間係召叹一具適當間距的容置間隙（B ); 該實施例的圍束槿株彳q Λ、 固不稱件（3 〇 )係設有二個可相對合的 槽型：材（31)，該兩槽型構材（31)的寬度係略小 於或等於兩側定位件（Ρ η、n , 干1 ζ ϋ )相對外側緣之間的距離，並 且於兩槽型構材（31)各設有—填槽（32)，讓混凝 土或水泥砂漿專填充材（3 3 )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 i )係相對應地罩覆於 支樓組件（A)的上、下側表面，並且讓兩槽型構材（3 1)的側緣以焊接或其它方式與兩側定位件（2〇)的接 200840917 觸面結合固定，讓圍束構件（3 、ϋ U )對軸心構件（1 〇 ) 形成圍束形態，組構成如第二圖 1 不以元全分離式構件έ且 成的挫屈束制斜撐。 *、傅1干、，且 V if參閱第三圖所示的本發明第二較佳”， 例與前述第一較佳實施例的差里1 Λ ^ .Λ . /、係在於：將支撐組件 (A )所設的軸心構件（]Q ) )的兩端設為截面呈十字形 且具多數個穿孔的連接頭Γ τ ^ 、卢、、t 、1 1 )，並且圍束構件（3 0 )在以混凝土或水泥砂漿箄埴右从,^ • 人 水寻填充材（3 3 )預鑄成型時， 預邊配合十形連接頭（1 1 ) 、丄丄）形狀的一嵌槽（3 4 )， 以讓兩槽型構材（3丄）能 曰 幻祁對應地罩覆固結於支撐組 件（A )的側定位件（2 n、沾l )的上、下側而對軸心構件（ 1 〇 )形成圍束形態。 請參閱第四至六圖所示的本 實施例的支撐组件（A)弟二^圭實施例’該 ^ , 、/ )，糸利用切割機具在長形板材兩側 的左、右兩半部位各切宝丨丨 形成一道呈具相當寬度的U形切 #痕（3)，藉以形成一位於中間轴向位置的轴心構件㈠ 〇)，以及四個分別位於轴心構件（1〇) 設置的側定位件（2 〇、·甘士上A 土 )，其中的軸心構件（1 〇 )於兩 端分別形成一具穿孔的連接 丧頌（1 1 )，並軸向間隔形成 =段寬度較窄的支擇軸部（12)，同時直接以位於兩 貝、切痕（B)各形成-位於軸心構件（1 ◦)所設凹緣 (r與側定位件（20)所設凸緣（21)之間的容 ::B )，再於軸心構件（1 〇 )的支撐軸部（工2 )的表面披覆設有一層脫層材料（40); 11 200840917 該實施例的圍束構件（3 0 )同樣係設有二個可相對 合的槽型構材（31)，該兩槽型構材（31)的寬度係 略小於或等於軸心構件（1 〇)的寬度及兩側定位件（2 ^相對外側緣之間的距離’並且在將混凝土或水泥砂漿 等填充材（3 3 )於兩槽型構材（3工）所設的填槽㈡ 2 )預鑄成型後’將兩槽型構材（3 1 )相對應地罩覆固 結於支樓組件（A)的側定位件（2〇)的上、下側表面 讓圍束構件（3 〇 )對轴心構件（丄Q )形成圍束形能 ，組構成如第四至六圖所示以完全分離式構件組成的挫： 束制斜撐。 屈 請參閱第七圖所示的本發明第四較佳實施例，該實施 :的=(:)、係在長形板材接近其中-端的兩二 : '瓜成道朝中央臂孤延伸一段距離後朝另外一 端軸向延伸的切痕（B )，蕤 的軸心構件（1二 成一位於中間軸向位置 的側定位件（20/別位於軸心構件（10)兩侧 該實施例的軸心構件（1 n 別形成-具穿孔的連=的兩端及軸向部位，分 部（12) /連接頭（11)及-寬度較窄的支擇軸 〇 )的、:且该軸心構件（1 0 )與兩侧定位件（2 兩側的Γ /端㈣成—料結的形態，㈣直接以位於 = =Β)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 Γ:Γ“Β)，該軸心構件（1。)於支二：V ^ heart-shaped member, each groove-shaped member is fixed on the side edge of the opposite side of the side positioning member provided by the sister member, and the filler member is provided between the support member and the shaft center The member is formed into a bundle and is provided with = material === on the surface of the _filled material, and the other material is pre-scaled and placed in the groove of the grooved member, and the water is taken up by the above ==, the support of the present invention (4) a side positioning member comprising a "heart member" and two members on the opposite side of the axial member, the shaft center::::=Γ joint and forming more than one width in the axial portion, and the bud is caused by 邛, Each of the symmetrical sides of the support shaft portion is recessed to form a flange: each side locating member is matched with a corresponding concave edge to be oppositely provided with a flange. In the case of Kaigui, the axial member of the present invention and the side positioning members can be cut by the same elongated plate. Preferably, the width of the channel member of the present invention is slightly less than or equal to the outer edge distance of the phase locating members, and is affixed to the contact faces of the locating ridges on each side with the side edges. The supporting member of the first name includes an intermediate member: two members respectively coupled to the axis fixed to the lower side of the connecting member and the shaft member may be a one-piece member or two or more pieces. The plates are superimposed or sequentially joined together. 6 200840917 The axial member of the present invention is characterized in that the column-shaped sinusoidal member having a τ-shaped cross section is spaced apart from each other in the axial direction by two or more narrow widths and ρ at positions of the respective support shaft portions. Each of the side edges is formed with a concave edge ′ which is respectively disposed on two opposite sides of the axial core member—the lateral fixed side clamp members are matched with the corresponding concave edges and are convexly disposed at opposite positions. Flange. The yoke's support assembly of the present invention comprises a cross-shaped, yak" haiwan-member that forms a joint at each end and has an axial spacing/narrowing of 4 solids or less. The support shaft portion, each of the support shaft portions is formed in a recessed shape in each of the four ribs, and may be provided with one or more side positions on the eight sides of the axial member, or two sets of opposite sides. The side positioning members are respectively provided with a flange at a relative position by matching the corresponding concave edge; and the surrounding member can be divided into four L-shaped and diametrically opposed b-shaped members. The width of the profile is slightly less than or equal to half the width of the axial member. The invention provides a completely separate set buckling brace, and the advantages and the enhancements that can be obtained include at least: a 1. The present invention can be easily and quickly utilized by means of separating the surrounding members into separate forms and assembling and fixing them. Filling materials such as concrete or cement mortar are formed in the grooved structure, and then combined with the fixing of the branch assembly to form a bundle of beams, which effectively simplifies the concrete filling operation of the frustum-stabilized inclined building, and enables the surrounding bundle The component and the support component can be accurately assembled and positioned, the quality of the filler material can be directly monitored, and the production efficiency and quality of the buckling beam bracing can be improved. 7 200840917-2, the invention utilizes the technical means of separately dividing and assembling the surrounding members into separate forms, and can solve the problem that the existing buckling bundles have difficulty in inserting and assembling the shaft center 2 and the delaminated material is easily scraped off. Such problems effectively improve the convenience and molding efficiency of the assembly of the slanting sloping floor, 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 utilizes a cutting method to produce a support member comprising a shaft-shaped bundle: a member such as a Γ ', which is formed by a bundle member, and 2: effectively simplifies the structure and does not waste material In the case of this, it is possible to ensure the support of the axial member in the direction of the support strength and the stagnation of the stagnation. [Embodiment] In order to be able to implement in detail the contents of the technical special specification of the present invention, it is effective, and can be described in detail according to the example, and the following is a better example: A buckling brace that can be installed for use in civil engineering applications such as buildings or bridges, and between Kh η columns, provides a 6-input A/疋 limit for the present invention. Please refer to the drawings, the present invention. "兀王^ knife-to-type buckling bundle bracing, which includes: support, and (A), the support assembly (the upper axial member of the shape (°, one for each axis) The components (彳4 and two or more respectively correspond to - the concave edge (the non-line two of the form: the = mouth; each material 〇) total suicide "column edge" side positioning parts (9 kg corresponding axis member 〇非线性) The non-linear side edges of each set 8 200840917 has a "side edge" of the flange (2 1 , swim + ^" L i (1.) and a non-linear side edge of each axial member (1 〇) Between the formation and the side edge of the corresponding side of the imaginary cow, the non-line 1 ^ ^ ^ is provided for the axis, 1 0) when the force is applied The accommodating space that produces lateral deformation '· (the bundle member (3 Q ), the bundle member (30) contains more than one groove shape having a long shape "Sun Jiujiangong material (3 1) 'The grooved members (3) are each filled with a groove (3 2 ), and each of them is formed of concrete, water %, ', 預鑄m, water slurry or its materials. The filler material (3 3 ), and the corresponding material of the trough-shaped material is ..., the member (3 1 ) is fixed with the side edge and is coupled to the side positioning member (2〇) provided by the support assembly (A). On the surface, the two trough-shaped members (3 1 ) and the filler fq ς allow the material (33) to be cut into the assembly (A, each of the axial members (1〇) to form a bundle shape;) The various component members are completely separated and bundled, and the present invention can be used to step on the surface of the axial member (10) and cover the delamination material (40). Preventing the axial force of the shaft member from being transmitted to the surrounding member (3 〇). Please refer to the support assembly of the first preferred embodiment of the present invention shown in Figures 1-2. A) comprising an axial center (0) having an elongated plate shape of r, π, ^ and a side positioning member (2 〇) respectively disposed on both sides of the axial member (丄〇); Wherein, the axial center structure and the two-side positioning members (20) can be formed by the same long-shaped plate material by using a cutter to cut longitudinally at three sides, so that the plate-shaped material can be utilized with maximum economic efficiency. And it is also possible to machine the machine, and the thickness of the axial member (1〇) is processed to a slightly smaller thickness (4) 200840917 Positioning: (2〇) thickness; perforation and ^ lock ^. The member (1 〇) is formed at both ends - a plurality of core members are provided ("the joint of the ΓΓ_column (11), and a shaft portion is formed in the axial portion of the shaft (1 ?, from the second / , 丄 2 ) 'On the branch 2 ) are recessed on both sides to form a trapezoidal axis member (the two sides of the ... are formed with a concave edge (1:) (2 匕 linear side edge, and at the same time can support the shaft portion ( 1 2) The upper and lower side panels of the Kuantu Tao·Li "" upper and lower side panels are covered with 5 layers of delamination material (4 〇); (η = = :: Γ (2 〇) length system Compared with the axial member (1) on each side positioning member (2〇ht edge (13), edge (...J corresponding position is convexly formed - trapezoidal flange (2 1), let the axial member (1〇) and each side A concave-convex matching form is formed between the side edges, and at the same time, the axial member ("edge-(13) and the flange of the two-side positioning member (20) are sighed with a proper spacing of the accommodation gap ( B); the surrounding bundle 彳q Λ, solid not-named piece (3 〇) of the embodiment is provided with two permeable groove types: material (31), and the two-slot type member (31) The width is slightly less than or equal to the positioning members on both sides (Ρ η n , dry 1 ζ ϋ ) the distance between the opposite outer edges, and the two trough-shaped members (31) are each provided with a filling groove (32), so that the concrete or cement mortar special filler (3 3 ) can be smashed Formed in the filling groove (32) of the two-slot member (3 1 ); thus, the aforementioned two-slot member (3 i ) is correspondingly covered on the upper and lower sides of the branch assembly (A) The side surface, and the side edges of the two-slot member (31) are welded or otherwise bonded to the contact surface of the two-position positioning member (2〇), and the surrounding member (3, ϋ U) is paired. The axial core member (1 〇) forms a bundle shape, and the group structure is as shown in Fig. 1 which is not a full-separated member and is formed by a buckling bundle. *, Fu 1 dry, and V if refers to the third The second preferred embodiment of the present invention shown in the figure, and the difference between the first preferred embodiment and the first preferred embodiment are: the axial member (]Q provided by the support assembly (A) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) , ^ • people When the filler (3 3 ) is formed, a groove (3 4 ) in the shape of a ten-shaped joint (1 1 ) or 丄丄 is pre-fitted to allow the two-groove member (3 丄) to be 曰The phantom is correspondingly covered and fixed to the upper and lower sides of the side positioning members (2 n, d) of the support assembly (A) to form a bundle shape for the axial member (1 〇). Please refer to the fourth to sixth The support assembly (A) of the present embodiment shown in the figure is the same as the embodiment of the invention, and the cutting device is formed on the left and right halves of the elongated plate by using a cutting machine. A U-shaped cut #mark (3) of a considerable width is formed to form an axial member (a) in the intermediate axial position, and four side positioning members respectively disposed on the axial member (1〇) (2) 〇,·甘士上上土), in which the axial member (1 〇) forms a perforated connection funnel (1 1 ) at both ends, and is axially spaced to form a narrower width of the segment The part (12) is formed directly at two shells and a cut (B) - between the concave edge of the axial member (1 ◦) and the flange (21) provided by the side positioning member (20) Capacitance:: B), and then a layer of delamination material (40) is disposed on the surface of the support shaft portion (Work 2) of the axial member (1 〇); 11 200840917 The surrounding member (3 0 ) of this embodiment Similarly, there are two permeable trough members (31), the width of the two trough members (31) is slightly smaller than or equal to the width of the axial member (1 〇) and the positioning members on both sides (2) ^The distance between the opposite outer edges' and after the filling material (3) of the concrete or cement mortar is formed in the two grooves (3), the two grooves are formed. The member (3 1 ) is correspondingly covered and fixed on the upper and lower side surfaces of the side positioning members (2〇) of the branch building assembly (A) to allow the surrounding member (3 〇) to the axial member (丄Q) Forming the bundle energy, the composition is as shown in Figures 4 to 6 with the complete separation of the components: the bundle of diagonal braces. Referring to the fourth preferred embodiment of the present invention shown in the seventh figure, the implementation of: = (:), is in the long plate near the end - two two: 'Gua Chengdao extended to a distance from the central arm a notch (B) extending axially toward the other end, the axial member of the crucible (1 is a side positioning member located at an intermediate axial position (20/not located on the axis of the embodiment on both sides of the axial member (10)) The member (1 n is formed - both ends and the axial portion of the perforated joint =, the subsection (12) / the joint (11) and the narrower width of the selected shaft): and the axial member (10) and the two sides of the positioning member (the two sides of the Γ / end (four) into the shape of the knot, (four) directly in the = = Β) each formed a concave edge located in the axial member (ι) (13 ) with the side positioning member (2〇): Γ "Β", the axial member (1.) in the branch 2:
)的表面披覆設有一層脫層材科（4〇)，並將圍束J 12 200840917 (3 0 )的兩個槽型構材（3 1 於側定位件（2 〇 )的上、 相對應地罩覆結合固定 請參閱第八圖所示的本發明第：:形成圍束形態。 例的支撐組件（Α ) 較佳實施例，該實施 什（Α)係在長形板材兩 開始，各切割形成一道朝中央 W置的兩邊 兩端軸向延伸的切痕（Β )，藉、—段距離後分別朝 置的軸心構件（i 〇 )及四個二位於中間軸向位 別位於轴心構# Γ 1 η、 兩側且呈間隔設置的側定位件（2 〇 ) · 該實施例的軸心構件（>! 孔的連接頭，並 力兩端分別形成一具穿 1；亚且軸向間隔 的支撐轴部（12);該轴 又見度較窄 11)的兩侧係與各側定位件（2(1〇)所設連接頭（ ^ ^ ^ ^ < υ )的相對應端形成一 肢耗的㈣，並直接以位w側的切 位於軸心構件（i 〇 )所設凹 形成一 n X _ 緣（1 3 )與側定位件（2 〇)所設凸緣（川之間的容置間隙 (二 件（1 〇)於支樓軸部（i 2 ) Μ 以軸〜構 材料f/n、 孕丨c12)的表面披覆設有一層脫層 :'(40)，並將圍束構件（3〇)的兩個槽型構材（ )相對應地罩覆結合固定於側定位件（2 q )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 ’各切割形成一道朝中麥蠻辦 朝Τ力弓弧延伸一段距離後分別朝板材 中間部位軸向延伸的切痕（Β)，藉以形成一位於中間軸 向位置的軸心構件（1 Π、u \ , )及一分別位於軸心構件（1 〇 13 200840917The surface is covered with a layer of delaminating material (4〇), and the two grooved members of the J 12 200840917 (3 0 ) are bundled (3 1 on the side positioning member (2 〇) Correspondingly, the cover-and-cover combination is as shown in the eighth embodiment of the present invention: forming a bundle shape. Example of a support assembly (Α) In a preferred embodiment, the implementation is performed at the beginning of the elongated sheet. Each cut forms a cut (Β) extending axially at both ends of the two sides of the center W, and the axial member (i 〇) and the four axially located at the intermediate axial position are located Axis structure # Γ 1 η, side positioning members on both sides and spaced apart (2 〇) · The axial member of this embodiment (>! the connection head of the hole, and the two ends of the force respectively form a wear 1; Sub-and axially spaced support shaft portions (12); the sides of the shaft are narrower and narrower 11) and the joints of each side positioning member (2 (1〇) are provided ( ^ ^ ^ ^ < υ ) The corresponding end of the body is formed by a limb (4), and is directly formed by the concave portion of the axial center member (i 〇) formed by the concave portion to form a n X _ edge (1 3 ) and a side positioning member (2 〇). Flange The accommodating gap between the two rivers (two pieces (1 〇) on the shaft portion of the branch (i 2 ) Μ with the axis ~ structure material f / n, pregnancy c12) is covered with a layer of delamination: '(40 And the two grooved members (3) of the surrounding member (3〇) are correspondingly covered and fixed to the upper and lower surfaces of the side positioning member (2q) to form a bundle shape. In a sixth preferred embodiment of the present invention, the support assembly (A) of the embodiment begins at a position close to the two ends of the elongated plate, and each of the cuts forms a curve toward the middle of the squadron. After a distance, respectively, a slit (Β) extending axially toward the middle portion of the plate, thereby forming an axial member (1 Π, u \ , ) located at an intermediate axial position and a hinge member (1 〇 13 200840917)
U 兩侧的側定位件（ /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（ 邱η ” 〃接員（1 1)及-寬度較窄的支撐軸 =2卜且該支撐轴部（12)的中段部位的兩側 係與兩側定位件（2〇)形成一體連結的形態，同時！ 以位於兩側的切# f R、Side locating members on both sides of U (/the axial member (10) of this embodiment form a perforated joint (1 1) and - width at both ends and axial positions, respectively The narrow support shaft=2b and the two sides of the middle portion of the support shaft portion (12) are integrally connected with the two side positioning members (2〇), and at the same time, the cut # f R on both sides,
幻刀廈（B )各形成-位於軸心構件（U 所設凹，緣（1 3 )與側定(2 Ω w ( 1㈧ 之間的容置間隙（Β) .Ι Γ 所設凸緣（21) .π 0 , ),該軸心構件（1 0 )於支撐軸邻 (12)的表面披霜μ古 口户 束構件（3ΓΜ 層材料（4〇) ’並將圍 〇)的兩個槽型構材（3 合固定於側定位件（2 0 罩覆結 態❶ 5上、下側表面而形成圍束形 請參閲第十、十一圖所示的本 該實施例的切組件（A)係-弟ϋ圭貫施例’ 中間位置的連結構件（50)、又-呈長形板片狀且位於 於連結構件（5 η、u 、一呈長形板片牌且分別位 、b 〇 )上、下側的軸 八個分別設兩1“構件（1〇)兩側且冓：:：)，以及 位件（2 0 );其中，該連結構件 用-又置的側定 的板材，固結於其上、 ΰ ϋ )係為一長形狀 ί叫的兩轴心禮 相對應的側定位件（2 〇 ) ，▲ 再仵（1 〇 )兩側各 於其兩側的各相對應侧定位件：：二"構件（10)及位 於長形板材兩側的左、右兩半部 ，係利用切割機具 當寬度的U形切痕（Β )所形成立亡切割形成-道呈具相 效率來利用板狀材料；，糟以能夠以最大的經濟 14 200840917 該實施例的兩轴心構件（ 多數個穿孔的連接頭（i工） ^兩端各形成-設具 〇)的相對應連接頭（11)_=用兩軸心構件（i 對組裝連接，各轴心構件（1〇;、：==接形式相 度較窄的支撐軸部（12)，並直接 ^成有二段寬 B )各形成-位於軸心構件（ 於兩側的切痕（ 動件(2。)所…(二::::=)與 )，再於軸心構件（1〇)所設支撐軸 對外侧的表面披覆設有—層脫層材料（4q)12)朝向相 圍束構件（3〇)係設有二個可相 於或等=二二:槽型構材（31)的寬度係略小 丄 ，並且在將混凝土或水: 設的填槽（32)内i預W型於兩槽型構材（31)所 罩覆固結於支撐組件（A)的上、下;^31)相對應地 )， ）的上下側的側定位件（2 〇 第十曰乂對兩軸心構件（10)形成圍束形態，組構成如 屈束制㈣圖所示以完全分離式構件組成的搭接組合式挫 m盘閱第十一圖所示的本發明第八較佳實施例，該實 ::5前述f七較佳實施例的差異部份係在於：將連結構 # 〇 ) «^為上下疊靠結合的兩片式結合形態。 =閱第十三圖所示的本發明第九較佳實施例，該實 G歹· /、珂述第七較佳實施例的差異部份係在於將支撐組件 15 200840917 ,(A)所設的連結構件（5 Q ) $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 (1 0 )僅設有-段寬度較窄的支擇轴部㈠2 )，於支 撐軸部（1 2 )位置的兩側緣各凹設形成有一凹緣（丄3 並於心構件（1Q)的兩侧各對稱設有—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（1〇)的相對外側的軸線位置各凸伸 设有-道板片而形成截面為丁形的桿柱形態，各軸心構件 (1 0 )力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（12) ，於各支擇軸部⑴）位置的三個板片側緣各凹設形成 有-凹緣（13) ’並對應位於軸心構件（10)兩相對 稱側的凹緣（"），於各軸心構件（10)的兩相對稱 側各間㈣有二個侧定位件（2Q)，各側定位件（20 )係各設有-與所對應凹緣（13)_成相匹配的凸緣（ 二D ’並於軸心構件（10)的凹緣（…與相對應 側疋位件……緣（21)之間各形成一容置間隙 (B)，同時於軸心構件（1〇)所設支擇軸部（m 16 200840917 朝向相料側的表㈣覆設有-層脫層材料（40); 該貫施例的圍戾播从 釆構件（3 〇 )同樣係設有二個可相 合的槽型構材（3 1 ^ 祁對 J ，邊兩槽型構材（3 1 )的寬度係 略小於或等於各軸心構 見度係 位件（2〇…外側二) 及相對應兩側定 緣之間的距離，並且在以混凝土 水泥砂漿等填充材（3 3)預鑄成型時，預留配合T形軸 〜構件（1 0 )形狀的嵌样 ^ 心入才曰（3 4 )，精以讓兩槽型構材 %夠相對應地罩覆固結於支撐組件（A)的上、 下側的側定位件（？ … 走 ）而對兩軸心構件（1 0 )形成圍 ,,.^ 十/、圖所示以完全分離式構件 、成的拕接組合式挫屈束制斜撐。 请茶閱第十七]丄 …W、、 本發明第十二較佳實施例，該 件二^十—較佳實施例的差異部份係在於：於轴 〜於支矜〇)僅設有-段寬度較窄的支撐軸冑（1 2 ) ’凹：撑“"12)*置的三個板片側緣各凹設形成有 :二(13) ’並於軸心構件（10)的兩側各對稱設 有一侧疋位件（2 0 )的實施形態。 實第十八圖所示的本發明第十三較佳實施例，該 件二述弟十一較佳實施例的差異部份係在於：將連 、、。 5 〇 )設為上下疊靠結合的兩片式結合形態。 ”：：：第二九圖所示的本發明第十四較佳實施例，該 二：件t第十一較佳實施例的差異部份係在於：將支 LI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#(5〇)係設 17 200840917 有二片相對銜接的板材 凊蒼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（1G)僅設有-段寬度較窄的切軸部（12) i於支#軸部（1 2 )位置的三個板片側緣各凹㈣成有 一㈣1 3 > ’並於^構件（1 ◦)的兩側各對稱設 有一側定位件（2 0 )的實施形態。 —a月"閱第一十一、一十二圖所示的本發明第十六較佳 實施例’該實施例的支撐組件（A)係包含有一截面 字形的軸心構件（1〇)，以及四分別位於軸心構件（1 侧且呈間隔設置的侧定位件（2 0);其中，該軸 1 〇)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 …’於各支撐轴部⑴）位置的四個板片侧：二 設形成有-凹緣（13),並對應位於柏心構件（ι = 其中兩相對稱側的凹緣（13)，各侧定位件（2〇)係 各设有-與所對應凹緣（1 3)形成相匹配的凸、 — (1 〇 )的凹緣（1 3 )與相對應側 ^ 、 0)的凸緣（2 1 )之間各形成一容置間隙（ 料（4^Γ支樓轴部（12)的表面披覆設有一層脫層材 u貝知例的圍束構件（3 〇 )係設有二個可相對合的 1構材（3 1 )，該兩槽型構材（3 1 )的寬度係略小 於或等於軸心構件（1 〇 )的寬度及相對應兩側定位件（ 18 200840917 2 0 )相對外伽絡 將 彖之間的距離，並且在以混凝土或水泥砂 水寺填充材（？ q、 )預鑄成型時，預留配合丁形軸心構件 )…Γ狀的喪槽（34)，藉以讓兩槽型構材（31 他目兮應地罩覆固結於支撐組件（ 側定位件（？ Π、 ^ 7 2 〇)而對軸心構件（10)形成圍束形態， 組構成如弟二+ _ __ 一、二十二圖所示以完全分離式構件組成 的挫屈束制斜撐。 請參閱箓-丄- 一十二圖所示的本發明第十七較佳實施例， 吞茨只知例與箭4*、结， Α 轴^弟十六較佳實施例的差異部份係在於：於 ，、〇 〇 )僅設有一段寬度較窄的支撐軸部（1 2 古於支撐軸部（1 2 )位置的四個板片側緣各凹設形成 钟古一,，二3 )，並於軸心構件（1 0 )的兩側各對稱 又 貝丨定位件（2 〇 )的實施形態。 —凊參閱第二十四圖所示的本發明第十人較佳實施例， 二=與“第十六較佳實㈣的差異部㈣在對應於 心杜'(1 0 )的四個側緣，均分別間隔設置有二個侧 ^ ( 2 G ) ’各側定位件（2 Q )係各設有—與所對 =緣（13)形成相匹配的凸緣（21)，並於轴心構 1 0 )的凹緣（1 3 )與相對應侧定位件（2 〇 )的 二(二之間各形成-容置間隙（B)，以及於支撐 、丄2)的表面披覆設有一層脫層材料); =實施例的圍束構件（3〇)係設有四個呈l形而可 广的槽型構材（3 i )，各槽型構材（3 i )的寬产 係略小於或等於軸心構件（1 〇 )寬度的-半，並且在； 19 200840917 混凝土或水泥砂漿等填充 兄材（3 3 )於槽型構材（3 1 ) 所设的填槽（3 2 )預鎮诸创雜 # ~成後，將四個槽型構材（3 1 )相對應地罩覆固結於支撐組 ...n 、、件（A )的四個區位的侧定 位件（2 〇 )而對軸心構件（Ί .,^ ^ ( 1 0 )形成圍束形態，組構 〇弟二十四圖所示的挫屈束制斜撐。 以上所述’僅是本發明垂 作任何形式上的限制，任何所屬^ &例，並非對本發明 者，^ ㈣所屬技術領域中具有通常知識 ^ 右在不脫離本發明戶斤；ϋ 士 & 明所n 月所k技術方案的範圍内，利用本發 月所揭不技術内容所作屮 並且耒^ % 〇 u更動或修飾的等效實施例， 卫且未脱離本發明的技術方 方案的範圍内。 ”内*均仍屬於本發明技術 【圖式簡單說明】 第一圖係本發明第一輕祛眘 第二圖係本發明第—:=之結構分解示意圖。 第：…佳貫施例之結構剖面示意圖。 二係本發明第二較佳實施例之結構分解示意圖。 構示意圖糸本發明第三較佳實施例所採用支撐紅件之結 心:::::明第三較佳實施例於設有側定位件部位 第六圖係本發明第三較佳 值之結構剖面示意圖。 未》又有側疋位件部 構示=圖係本發明第四較佳實施例所採用支擇組件之結 弟八圖係本發明第五較佳實施例所採用支撑級件之結 20 200840917 構不意圖。 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 〇 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0 21 200840917 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 imaginary knives (B) are each formed - located in the axial member (U is concave, edge (1 3) and side set (2 Ω w (1 (eight) between the accommodation gap (Β). Ι Γ set flange ( 21) .π 0 , ), the axial member (10) is placed on the surface of the supporting shaft adjacent to (12), and the two grooves of the gutta-percha element (3ΓΜ layer material (4〇) 'and the cofferdam) The type member (3 joints are fixed to the side positioning members (the upper and lower sides of the cover ❶ 5 are formed to form a bundle shape. Please refer to the cutting assembly of the embodiment shown in the tenth and eleventh figures ( A) The system-integrated embodiment of the joint member '50 in the middle position, and again - is in the shape of a long plate and is located in the joint member (5 η, u, a long plate and each position, b 〇) The upper and lower shafts are respectively provided with two 1" members (1〇) on both sides and 冓:::), and the position member (20); wherein the joint member is set with the side-by-side The plate is affixed to it, ΰ ϋ ) is a long shape ί called the two-axis heart corresponding to the side positioning pieces (2 〇), ▲ 仵 (1 〇) on both sides of the two sides Each corresponding side positioning member:: two " components (10) and located The left and right halves on both sides of the plate are formed by the U-shaped cuts (Β) of the width of the cutting tool, and the plate-shaped material is utilized to achieve the phase efficiency. Economy 14 200840917 The two-axis core member of this embodiment (a plurality of perforated joints (i) ^ corresponding to each other at the two ends of the joint (11) _ = with two axial members (i For the assembly connection, each axial member (1〇;, :== is connected to the support shaft portion (12) with a narrower phase, and is directly formed into a two-segment width B) each formed - located in the axial member (in two The side cuts (moving parts (2.)... (2::::=) and), and then the outer surface of the support shaft provided by the axial member (1〇) is provided with a layer of delamination material (4q) 12) The length of the bundle member (3〇) is provided with two widths which are comparable to each other or equal to 2: the groove-shaped member (31), and the concrete is slightly smaller, and the concrete or water is set: In the grooving groove (32), the i-pre-W type is covered by the two-slot member (31) and is fixed on the upper and lower sides of the support assembly (A); ^31) corresponding to the upper and lower sides of the) Locating parts (2 〇 tenth pair two The core member (10) is formed into a bundle shape, and the group composition is as shown in the Fig. 4 (Fig. 4). The lap joint assembly of the completely separate member is shown in the eleventh diagram of the eighth preferred embodiment of the present invention. , the real:: 5 The difference between the above-mentioned f seven preferred embodiments is: the connection structure # 〇) «^ is a two-piece combination of the upper and lower stacks. According to a ninth preferred embodiment of the present invention, the difference between the actual embodiment and the seventh preferred embodiment is that the connecting member (5 Q ) $ provided by the support assembly 15 200840917, (A) is The plurality of sheets are sequentially connected to each other in the form of a joint member (5 〇) as shown in the figure, and two sheets of relatively joined sheets are provided. 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 - segment width. The narrow supporting shaft portion (1) 2) is formed with a concave edge (丄3 and symmetrically disposed on both sides of the core member (1Q) at both side edges of the support shaft portion (1 2 ). Embodiment (20) Embodiments refer to the eleventh preferred embodiment of the present invention shown in the fifteenth and sixteenth embodiments, and the difference from the seventh preferred embodiment is the branch assembly (A). The axial structure of the axial member (1 〇) is formed by projecting a slab at each of the axial positions on the opposite outer sides of the upper and lower axial members (1 而) to form a cross section. In the shape of the poles, each of the axial members (10) is formed with a plurality of perforated joints (U) at both ends thereof, and two axially spaced support shaft portions (12) are formed at an axial interval. The side edges of the three plates at the positions of the respective shaft portions (1) are recessed and formed with a concave edge (13)' and corresponding to the opposite sides of the axial member (10). The edge (") has two side positioning members (2Q) between the two opposite sides of each axial member (10), and each side positioning member (20) is provided with a corresponding concave edge ( 13) _ into a matching flange (two D ' and a concave gap (...) between the concave edge of the axial member (10) and the corresponding side clamp member (edge) (21) At the same time, the shaft portion (1 〇) is provided with a shaft portion (m 16 200840917 facing the phase material side of the table (4) is covered with a layer delamination material (40); (3 〇) is also provided with two matching trough-shaped members (3 1 ^ 祁 to J, the width of the two-slot member (3 1 ) is slightly less than or equal to the axial alignment of each axis The distance between the two pieces (2 〇... outside 2) and the opposite sides of the opposite sides, and when forming with a filler such as concrete cement mortar (3 3), the T-axis to the member (1 0) is reserved. The shape of the inlay ^4 into the 曰 (3 4), so that the two-slot member can be correspondingly covered and fixed to the upper and lower side of the support assembly (A) side positioning member (? ... ) and the two-axis member (10)围,,.,10,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, For example, the difference between the two parts of the preferred embodiment is that the shaft is only provided with a narrow width of the support shaft 胄 (1 2 ) 'concave: struts' " 12) * The three side edges of the three sheets are recessed and formed with two (13) ' and one side of the axial member (10) is symmetrically provided with one side clamp (20). The thirteenth preferred embodiment of the present invention shown in the eighteenth embodiment, the difference between the preferred embodiment of the second embodiment of the present invention is as follows: 5 〇 ) Sets the two-piece combination of the top and bottom stacks. ”::: The fourteenth preferred embodiment of the present invention shown in FIG. 9 is a difference between the eleventh preferred embodiment of the eleventh preferred embodiment: the connecting member of the branch LI (5〇) It is set to form a plurality of plates in sequence to form a joint structure. The structure shown in the figure is #(5〇). 17 200840917 There are two pieces of relatively connected plates. The tenth of the present invention shown in the twentieth figure In a fifth preferred embodiment, the difference between the embodiment and the fourteenth preferred embodiment is that the shaft member (1G) is provided with only a narrow portion of the cutting axis portion (12) #轴部(1 2 ) The three side edges of the three plates are recessed (four) into one (four) 1 3 > 'and the side members (20) are symmetrically disposed on both sides of the member (1 ◦). - a month "Twenty-first preferred embodiment of the present invention shown in the eleventh and twelfth drawings, the support assembly (A) of the embodiment includes a shaft-shaped member (1〇) having a cross-sectional shape And four are respectively located on the axial member (1 side and spaced apart side positioning members (20); wherein the shaft 1 〇) is formed at each end with a plurality of wearing The connector 1 1 ), and the axial interval is formed with two segments of the width of the four sides of the support shaft portion (1): two are formed with a concave edge (13), and corresponding to the cypress The member (ι = the concave edge (13) of the two opposite sides, each side positioning member (2〇) is provided with a convex, - (1 〇) matching with the corresponding concave edge (13) A recess is formed between the concave edge (1 3 ) and the flange (2 1 ) of the corresponding side ^, 0) (the surface of the shaft portion (12) of the support layer is covered with a layer of off The bundle member (3 〇) of the layer u is provided with two alignable 1 members (3 1 ), and the width of the two groove members (3 1 ) is slightly smaller than or equal to the axis The width of the member (1 〇) and the corresponding locating member on both sides ( 18 200840917 2 0 ) relative to the distance between the external galactic and 彖, and in the concrete or cement sand water temple filling material (? q, ) 預鑄 forming At the time, the trapezoidal shaft member (34) is reserved, so that the two trough members (31) are covered by the cover member (the side positioning member (? Π, ^ 7 2 〇) and the axis The member (10) is formed into a bundle shape, and the group is composed of a set-up slanting brace which is composed of a completely separate member as shown in the second form of the second _ _ _ _ _ _ _ _ 丄 一 一 一 一 一 一In the seventeenth preferred embodiment of the present invention, the difference between the preferred embodiment of the image and the arrow 4*, the knot, and the axis of the preferred embodiment is that: a narrow width of the support shaft portion (the two side edges of the four plates which are located at the position of the support shaft portion (1 2 ) are recessed to form a clock, one, two, and three), and are disposed on the axial member (10) An embodiment of a symmetrical and bedouin positioning member (2 〇) on both sides. - Referring to the tenth preferred embodiment of the present invention shown in Figure 24, the difference between the two parts and the "sixth preferred (fourth) is on the four sides corresponding to the heart Du' (1 0 ) The edges are respectively provided with two sides ^ 2 G 2 ' each side positioning member (2 Q ) is provided with a flange (21) matching the pair of edges (13), and is formed on the shaft The concave edge (1 3 ) of the core structure 10) and the surface of the corresponding side positioning member (2 〇) are formed with each other - the gap (B), and the surface of the support, 丄 2) There is a layer of delamination material); = the surrounding member (3〇) of the embodiment is provided with four trough-shaped members (3 i ) which are wide in shape and the width of each trough-shaped member (3 i ) The production line is slightly less than or equal to the width of the axial member (1 〇) - half, and in; 19 200840917 Concrete or cement mortar filling the material (3 3 ) in the groove of the trough member (3 1 ) 3 2) After the pre-Zhen Zhuchuang Miscellaneous #～, the four trough-shaped members (3 1 ) are covered and fixed to the support group...n, the side of the four locations of the piece (A) Positioning member (2 〇) and forming a bundle shape for the axial member (Ί ., ^ ^ ( 1 0 ) The above-mentioned 'only the limitations of the present invention are any restrictions on the form of the invention, and any of the examples are not for the inventor, ^ (4) belongs to In the technical field, there is a general knowledge that the right does not deviate from the scope of the invention; in the scope of the technical plan of the & & & 明 所 n , , , , , , 利用 利用 利用 利用 利用 利用 利用 利用 利用 % % % % % % The equivalent embodiment of the present invention is not limited to the scope of the technical solution of the present invention. "Inside* is still the technology of the present invention. [The simple description of the drawing] The first figure is the first light prudence of the present invention. 2 is a schematic exploded view of the structure of the present invention::=. Section: Schematic diagram of the structure of the second embodiment of the present invention. FIG. 2 is a schematic exploded view of the second preferred embodiment of the present invention. The core of the supporting red member is used in the embodiment::::: The third preferred embodiment is a cross-sectional view of the third preferred embodiment of the present invention in the sixth embodiment of the side positioning member.疋 部 构 = = 图 图 图 图 图 图 图 图 图The use of the support component of the embodiment is the same as that of the fifth embodiment of the present invention. The ninth embodiment is a support assembly of the sixth preferred embodiment of the present invention. 10 is a schematic exploded view of a seventh preferred embodiment of the present invention. FIG. 11 is a schematic cross-sectional view showing a seventh preferred embodiment of the present invention. FIG. 12 is an eighth preferred embodiment of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 13 is a schematic exploded view of a ninth preferred embodiment of the present invention. FIG. 14 is a schematic exploded view of a tenth preferred embodiment of the present invention. A schematic exploded view of the eleventh preferred embodiment. 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 structural exploded view of a fifteenth preferred embodiment of the present invention. Fig. 0 21 200840917 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 )轴心構件 (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 (1 1 )連接頭 (1 3 )凹緣 (2 1 )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 (1 1) joint (1 3 ) concave edge (2 1 ) flange (3 1 ) groove-shaped member ( 3 3 ) filler 22