M305833 八 、新型說明·· 【新型所屬之技術領域】 本創作係關於—種梁螺方箍結構；具體的 種梁螺方箍複合結構，料人m 剛糸關於 人 猎組合不同尺寸之内、外螺方箍結構形成 木螺方觀合結_減少鋼_量並提升虹鱗。 【先前技術】 在一般_筋鱗讀躲射，為加強賴耐紐，一般係 採用難將鋪魏凝塌束起來，时鋼酿錢土在受震過 程中仍能有效結合。 傳統之梁箍筋結構，係先準備一梁箍筋籠並配置主筋後，於梁 ί㈣籠之頂邊綁紮繫筋所形成。然而受限於施玉規範及設計強度 之要求’絲綁紮之繫筋必須預留-段娜，以與雜筋籠之頂 邊共同圍束主筋，減少梁箍筋結構受震後發生繫筋脫離主筋以及 結構局部破壞之機率；且綁紮繫筋步驟需使用較多之人力與工 時’較不利於施工中整體人力、物料與工時之調配。此外，受限 於螺旋箱筋之生產製造技術以及組裝技術，在合理之設計下，單 一螺旋箍筋所能提供之強度仍然有限。 【新型内容】 本創作之主要目的在於提供一種梁螺方箍複合結楫，藉組合不 M305833 同尺寸之内、外螺謂結構形螺方箍結 鋼筋用量。 構，以減少整體結構 之 摘作之另-目的在於提供—_類驗合轉，藉組合於 構形成梁螺方n結構，以提昇施工效率。 σ 本解之辆方紐合結構包含外财额㈣綠， 箍由，數個單位外螺方紐此排列連接所形成，具有—内部空間， 母早位外螺方掘至少包含底邊、頂邊、連接底邊與頂邊之第一侧 # it以及連接頂邊另—端之第二側邊，内螺方藉由複數個單位内 箱彼此制連接所戦，每—單位㈣方箍至少包含底邊、頂邊、 連接底邊與頂邊之第-侧邊以及連接頂邊另—端之第：側邊，其中 ㈣方㈣設置频於外螺方紅内部空_形成_方複錢 構。 口 【實施方式】 本創作提供—種梁螺方箍複合結構，藉組合内螺方箍結構盘外 螺=結構形成梁螺方紐合結構，輯少整贿構之鋼筋用量 亚提幵施工之效率。本創作之梁螺方箍複合結構較佳係採用不同 尺寸之㈣方讀外螺方箍，崎套接組合形成梁螺方箍結構。 如圖1之較佳實施例所示，外螺方箍200由複數個單位外螺方 箍21〇彼此排列連接所形成。其中每一單位外螺方箱21〇至少包 含底邊21卜頂邊212、連接底邊211與頂邊212之第一側邊加 M305833 - U及連接頂邊212另一端之第二侧邊214,且第二側邊214進—步 連接次一單位外螺方箍210之底邊211。 如目1所示，單位外螺方箍210之頂邊212#第二側邊214輿 次-單位外螺方箍210之底邊211相連。如圖i之較佳實施卿斤 示，第二側邊214之延伸方向係與第一側邊213之延伸方向夾〜 肖度並與次-單位外螺方箍21〇之底邊211相連。在此較佳實施 例中，第二側邊224之延伸方向與第一側邊213之延伸方向所夹 籲 之角度較佳係呈小於30度之銳角，使複數個單位外螺方箱21〇彼 此之間距210介於50公厘至11〇公厘之間。 如圖1所不，形成外螺方箍2〇〇之複數個單位外螺方箍較 佳係由一連續鋼筋彎折而成。然而在不同實施例中，每一單位外 螺方箍21G亦可個卿成複數個單位外螺方餘，以焊接或螺接 之方式彼此接合形成外螺方箍200。此外，在此實施例中，每一單 位内螺方箍310之尺寸均相同，然而在不同實施例中，亦可接合 • *同尺寸之内螺方箱31G，以因應不同之設計需求與結構強度。 如圖1之較佳實施例所示，内螺方箍3〇〇由複數個單位内螺方 箍310彼此排列連接所形成’具有複數個間隙32〇，每一單位内螺 方箍310至少包含底邊311、頂邊312、連接底邊311與頂邊μ] 之第一側邊313以及連接頂邊312另一端之第二側邊314，且第二 側邊314進一步連接次一單位螺方箍31〇之底邊3n。 如圖1所示，單位内螺方箍310之頂邊312藉第二側邊314與 次-單位内螺方箍31〇之底邊3n相連。如圖i之較佳實施例所 M305833 示，第二侧邊314之延伸方向係與第一侧邊313之延伸方向夾一 角度並與次一單位内螺方箍310之底邊311相連。在此較佳實施 例中，第二側邊314之延伸方向與第一侧邊313之延伸方向所夹‘ 之角度車乂佳係主小於30度之銳角，使複數個單位内螺箍筋彼 此之間距介於50公厘至11〇公厘之間。 如圖1所示，形成内螺方箍300之複數個單位内螺方箍31〇較 佳係由一連續鋼筋彎折而成。然而在不同實施例中，每一單位内 内螺方箍31G亦可侧形賴數個單灿螺方频，以焊接或螺 接之方式彼此接合形成内螺方箍3〇〇。此外，在此實施例中，每一 單位内螺謂310之尺寸均相同，然而在不同實施射，亦可接 θ不同尺寸之内螺方箍310，以因應不同之設計需求與結構強度。 如圖1所示，内螺方箍3〇〇係沿轴向插入外螺方箍2⑻，設置 容納於外螺方箍200之内部空間22〇。在此較佳實施例中，每一單 位内螺方箍310之底邊311係分別與每一單位外螺方箍21〇之底 邊211疊接，且每一單位内螺方箍31〇之底邊中點^丨係與每一 單位外螺方箍210之底邊中點2111對應疊接。然、而在不同實施例 中’内螺方箍300亦可略偏向於第一侧邊213或第三侧邊214設 置。如圖1及圖2之較佳實施例所示，外螺方箍2〇〇相鄰之單位 外螺方箍210間距有第一間隙23〇，内螺方箍3〇〇相鄰之單位内螺 方箍310間距有第二_ 32〇，第一_ 23〇之寬度較佳係與第二 間隙320之寬度相等。然而在不同實施例中，第二間隙32〇亦可 因應施工規範及不同的設計需求而做彈性調整。 M305833 如圖2及圖3所示，内螺方箍3〇〇較佳係以點焊之方式與外螺 方箍200疊接組合。然而在不同實施射，亦可使用綁紮之方式，、 使内螺方箍300與外螺方箍2〇〇疊接。如圖3之剖面圖所示，内 螺方II 3GG之截面積較佳係為外螺方箍·截面積之—半。然而 在不同實施射’ _絲·之尺寸與截面積亦可因應施:規 範及不關設計需麵做雜娜。爛3讀佳麵例所示， JW'方箍300之底邊311係抵接外螺方箱2〇〇之底邊211上側，内 • 螺方箍300之頂邊312係抵揍外螺方箍200之頂邊212下側。 本創作之梁螺方箍複合結構1〇〇，較佳係使用相同號數、直徑 之鋼筋形成外螺方箍200與内螺方箍3〇〇。然而在不同實施例中: . 亦可因應不_設計強度與需求，疊接組合不職數、直徑之鋼 筋所形成之外螺方箍200與内螺方箍3〇〇,以形成梁螺方箍複合結 構100。藉由内螺方箍300與外螺方箍2〇〇之配合，兩者之鋼筋直 徑及號數均可加以減少，但仍維持斷面之強度，因此可減少總體 • 之鋼筋用量。 本創作已由上述相關實施例加以描述，然而上述實施例僅為實 施本創作之範例。必需指出的是，已揭露之實施例並未限制本創作 之範圍。相反地，包含於申請專利範圍之精神及範圍之修改及均等 設置均包含於本創作之範圍内。 【圖式簡單說明】 圖1所示為本發明梁螺方箍複合結構組合圖 M305833 圖2所示為本發明梁螺方箍複合結構立體圖 圖3所示為本發明梁螺方箍複合結構剖視圖 【主要元件符號說明】 100梁螺方箍複合結構 200外螺方箍 210單位外螺方箍 211底邊 2111底邊中點 212頂邊 213第一侧邊 214第二侧邊 220内部空間 230第一間隙 300内螺方箍 310單位内螺方箍 311底邊 3111底邊中點 312頂邊 313第一侧邊 314第二侧邊 320第二間隙M305833 VIII. New Description·· 【New Technical Fields】 This creation is about the type of beam sill square hoop structure; the specific kind of beam sill square hoop composite structure, the material person m 糸 糸 about the human hunting combination of different sizes, The outer screw square hoop structure forms a wooden snail square view joint _ reducing steel _ quantity and lifting the rainbow scale. [Prior Art] In the general _ squama reading and reading, in order to strengthen Lai Ning, it is generally difficult to spread the Wei condensate, and the steel can be effectively combined during the earthquake. The traditional beam stirrup structure is formed by first preparing a beam hoop cage and arranging the main ribs, and tying the ribs on the top edge of the beam 四 (4) cage. However, it is limited by the requirements of Shiyu's specifications and design strength. 'The lacing of the wire binding must be reserved - Duan Na, to wrap the main ribs with the top edge of the rib cage, and reduce the rib separation of the beam rib structure after the earthquake. The main ribs and the probability of partial damage of the structure; and the step of tying the ribs requires more manpower and man-hours than the overall manpower, materials and working hours in the construction. In addition, limited by the manufacturing technology and assembly technology of the spiral box ribs, the strength of the single spiral stirrup can still be limited under reasonable design. [New content] The main purpose of this creation is to provide a composite girders of beam-screw square hoops, which can be used in combination with the inner and outer snails of the same size. The structure is designed to reduce the overall structure. The purpose is to provide the -_ type of inspection and transformation, and to combine the structure of the beam to form the beam to improve the construction efficiency. σ The solution of the vehicle's new structure consists of foreign currency (4) green, hoop, and several units of external spirals. This has an internal space. The mother's early external shovel contains at least the bottom and top. The side, the first side connecting the bottom edge and the top edge # it and the second side connecting the top edge and the other end, the inner screw is connected to each other by a plurality of unit inner boxes, and each unit (four) square hoop is at least The bottom edge, the top edge, the first side connecting the bottom edge and the top edge, and the other side connecting the top edge: the side edge, wherein the (four) square (four) is set to be in the outer spiral square red inner space_form_方复钱Structure. [Embodiment] This creation provides a composite structure of beam-column square hoop, which is formed by the combination of the inner screw and the outer snail of the square hoop structure. effectiveness. The beam-and-square hoop composite structure of the present invention preferably uses different sizes of (4) square read outer spiral square hoops, and the kneading sleeves combine to form a beam-screw square hoop structure. As shown in the preferred embodiment of Fig. 1, the outer ferrule 200 is formed by a plurality of unit outer ferrules 21 〇 being aligned with each other. Each of the unit outer square boxes 21A includes at least a bottom edge 21, a top edge 212, a first side edge connecting the bottom edge 211 and the top edge 212, M305833-U, and a second side edge 214 connecting the other end of the top edge 212. And the second side 214 is further connected to the bottom edge 211 of the second unit outer square hoop 210. As shown in FIG. 1, the top side 212# of the unit outer ferrule 210 is connected to the bottom side 211 of the second side 214 --unit outer ferrule 210. As shown in the preferred embodiment of FIG. 1, the extending direction of the second side 214 is perpendicular to the extending direction of the first side 213 and is connected to the bottom edge 211 of the sub-unit outer ferrule 21 〇. In the preferred embodiment, the angle between the extending direction of the second side 224 and the extending direction of the first side 213 is preferably an acute angle of less than 30 degrees, so that the plurality of unit outer square boxes 21〇 The distance between each other is between 210 mm and 11 mm. As shown in Fig. 1, the plurality of units of the external spiral square hoops formed by the outer spiral square hoops are preferably formed by bending a continuous steel bar. However, in various embodiments, each unit outer ferrule 21G can also be formed into a plurality of unit outer snails to be joined to each other by welding or screwing to form the outer ferrule 200. In addition, in this embodiment, the size of the screw ferrule 310 in each unit is the same, but in different embodiments, the inner sill box 31G of the same size can also be joined to meet different design requirements and structures. strength. As shown in the preferred embodiment of FIG. 1, the inner screw ferrule 3 is formed by a plurality of unit inner ferrules 310 arranged to be connected to each other to have a plurality of gaps 32 〇, and each unit inner ferrule 310 includes at least a bottom edge 311, a top edge 312, a first side edge 313 connecting the bottom edge 311 and the top edge μ], and a second side edge 314 connecting the other end of the top edge 312, and the second side edge 314 is further connected to the next unit side The bottom edge of the hoop 31 is 3n. As shown in Fig. 1, the top edge 312 of the unit inner ferrule 310 is connected to the bottom edge 3n of the sub-unit inner ferrule 31 by the second side 314. As shown in the preferred embodiment of FIG. 1, M305833, the extending direction of the second side 314 is at an angle to the extending direction of the first side 313 and is connected to the bottom edge 311 of the next unit inner ferrule 310. In the preferred embodiment, the angle between the extending direction of the second side 314 and the extending direction of the first side 313 is less than an acute angle of 30 degrees, so that the plurality of units have the ribs in each other. The distance between 50 mm and 11 mm. As shown in Fig. 1, the plurality of in-unit screw ferrules 31 which form the inner screw ferrule 300 are preferably formed by bending a continuous steel bar. However, in various embodiments, each of the inner female ferrules 31G may also be laterally shaped by a plurality of single snail squares to be joined to each other by welding or screwing to form an inner spigot 3 〇〇. In addition, in this embodiment, the sizes of the screws 310 are the same in each unit. However, in different implementations, the inner diameters 310 of different sizes may be connected to different design requirements and structural strengths. As shown in Fig. 1, the inner screw ferrule 3 is inserted into the outer ferrule 2 (8) in the axial direction, and is disposed in the inner space 22 容纳 of the outer ferrule 200. In the preferred embodiment, the bottom edge 311 of each unit of the inner square ferrule 310 is respectively overlapped with the bottom edge 211 of each unit outer ferrule 21 ,, and the screw ferrule 31 is closed in each unit. The midpoint of the bottom edge is overlapped with the midpoint 2111 of the bottom edge of each unit outer ferrule 210. However, in various embodiments, the inner screw ferrule 300 may also be slightly biased toward the first side 213 or the third side 214. As shown in the preferred embodiment of FIG. 1 and FIG. 2, the outer screw square 2 is adjacent to the unit outer spiral band 210 with a first gap 23〇, and the inner screw square 3 is adjacent to the unit. The pitch of the ferrules 310 has a second _ 32 间距, and the width of the first _ 23 较佳 is preferably equal to the width of the second gap 320. However, in various embodiments, the second gap 32〇 can also be flexibly adjusted to meet construction specifications and different design requirements. M305833 As shown in Figs. 2 and 3, the inner screw ferrule 3 is preferably laminated to the outer ferrule 200 in a spot welding manner. However, in different implementations, the method of tying may also be used to overlap the inner screw ferrule 300 and the outer screw ferrule 2 。. As shown in the cross-sectional view of Fig. 3, the cross-sectional area of the inner spiral square II 3GG is preferably half of the outer spiral square hoop cross-sectional area. However, in different implementations, the size and cross-sectional area of the ray can also be applied in accordance with the requirements: norm and design. As shown in the rotten 3 reading example, the bottom edge 311 of the JW' square hoop 300 abuts the upper side of the bottom edge 211 of the outer screw box 2, and the top edge 312 of the inner square bracket 300 is the outer screw. The top side 212 of the hoop 200 is on the underside. The beam-and-square hoop composite structure of the present invention is preferably 使用, preferably using the same number and diameter of steel bars to form the outer screw square hoop 200 and the inner screw square hoop 3 〇〇. However, in different embodiments: . In addition to the design strength and the demand, the combination of the non-job and the diameter of the steel bar is formed by the combination of the screw square 200 and the inner screw band 3 to form the beam. Hoop composite structure 100. By the combination of the inner screw ferrule 300 and the outer screw ferrule 2, both the diameter and the number of the reinforcing bars can be reduced, but the strength of the cross section is maintained, thereby reducing the total amount of reinforcing steel. This creation has been described by the above related embodiments, but the above embodiment is merely an example of the implementation of the present invention. It must be noted that the disclosed embodiments do not limit the scope of the present invention. On the contrary, modifications and equivalents of the spirit and scope of the invention are included in the scope of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a composite structure of a beam-screw square hoop according to the present invention. FIG. 2 is a perspective view showing a composite structure of a beam-screw square hoop according to the present invention. FIG. [Main component symbol description] 100 beam screw square hoop composite structure 200 outer screw square hoop 210 unit outer screw square hoop 211 bottom side 2111 bottom side midpoint 212 top side 213 first side 214 second side 220 inner space 230 A gap 300 inner screw square 310 unit inner screw hoop 311 bottom side 3111 bottom side midpoint 312 top side 313 first side 314 second side 320 second gap