M303233 八、新型說明·· 【新型所屬之技術領域】 本創作係關於-種梁箍筋鋼筋蘢結構；具體而言，本創作係 於-種賴方細祕結構，#組合㈣方·成麵筋鋼 結構，以提昇施工效率。^ ^ ^ ^ ^ ^ 處 【先前技術】 > ^般的鋼筋混凝土設計結構中，&加強結構^^震姓，一般係 ^^ ^ ^m } ^^ ^ ^ 程中仍能有效結合。^ ^ % μ ^之梁箱筋結構，係先準備i箍筋籠並配置主筋後，_ 之頂k、、邦糸繫筋所形成。然而必須注意繫筋與主筋搭接之 角度及長度，以減少梁箍筋結構受震後發生縣脫離主筋以及結 構局口卩破壞之機率。且綁紮繫筋需要較多之人力與辦，在工期 及資源有限魏不經濟。此外，受限於職箍筋之生產製造技術 、、衣技術’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】 夺鋪之主要目的祕提供—讎螺方翻筋籠轉，藉組合 累方減麵成梁箍筋鋼筋籠結構，以提昇施卫效率。 本綱之3 -目的在於提供—觀财箍鋼筋観構，藉組合 M303233 結構形成梁箍筋鋼筋籠結構，以減少整||結構之鋼筋用量。 螺 方箍，彼此疊接嵌合形成梁螺方箍鋼筋籠 本創作之梁螺方箍鋼筋籠結構包含第—梁螺方箱以及第1 綜，姑队矗拉成人W上、W仰、.. 木—木 結構。其中第一梁螺方 捆具有複數個，域_單位财箍彼_陶所形成、 f一單位螺方箍至少包含底邊、_、連接底邊與頂邊之第一侧 故以及連接頂邊另-端之第二側邊，第二側邊並與次—單位螺方 k底邊相連，第二梁螺方箍包含—接合側，接合側之—部分插M303233 VIII. New Description·· 【New Technical Fields】 This creation is about the reinforced concrete structure of the beam-stirring ribs; specifically, the creation is based on the genre structure, #组合(四)方·成筋Steel structure to improve construction efficiency. ^ ^ ^ ^ ^ ^ At the [previous technique] > ^ reinforced concrete design structure, & strengthen structure ^ ^ earthquake name, generally ^ ^ ^ ^ m } ^ ^ ^ ^ can still be effectively combined. ^ ^ % μ ^ The beam box structure is formed by first preparing the hoop cage and arranging the main ribs, _ top k, and bonnet ribs. However, it is necessary to pay attention to the angle and length of the ribs and the main ribs to reduce the probability that the beam stirrup structure will be damaged from the main ribs and the structural rupture of the structure after the earthquake. And tying the tendons requires more manpower and office, and the construction period and resources are limited. Wei is not economic. In addition, limited by the production technology of the stirrups, the clothing technology's reasonable design, the strength of a single spiral stirrup can still be limited. [New content] The main purpose of winning the shop is to provide the 雠 方 方 翻 翻 翻 , , , , , 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方 方The purpose of this class 3 - the purpose is to provide - view the financial hoop reinforced structure, by combining the M303233 structure to form the beam stirrup reinforcement cage structure to reduce the amount of steel used in the whole || structure. The spiral square hoops are superimposed on each other to form a beam-screw square hoop steel cage. The beam-screw square hoop steel cage structure of this creation includes the first-beam square box and the first comprehensive, the aunt team pulls the adult W, W Yang,. . Wood-wood structure. Wherein the first beam sling has a plurality of bundles, the domain _ unit financial enthalpy is formed by the pottery, the f-unit screw square ferrule comprises at least the bottom edge, _, the first side of the connecting bottom edge and the top edge, and the connecting top edge The second side of the other end, the second side is connected to the bottom edge of the secondary-unit screw square k, and the second beam screw square includes - the joint side, the joint side - the partial insert
入弟-賴方箍之複數個_ ’與複_單位螺謂彼此疊4 合’並形成一疊接區域。^ ^ ^ ^ ^ I 【實施方式】 、〜本創作提供-種梁螺方箍鋼筋籠結構，藉組合梁螺方箱形成 梁箍筋鋼筋籠結構，以提昇施工效率並減少整體結構之鋼筋用量。 本創作之调方箍鋼職結構，較佳絲用尺寸相同之第一梁螺方 箍與第二賴方n，左右疊減合形成雜方箍鋪籠結構。然而 在不同實施辦’亦可職施瑞範及不_設計需求，使用不同 尺寸之梁螺方箍，疊接嵌合形成梁螺方箍鋼筋籠結構。 ㈣1之較佳實施例所示，第—梁螺方箍2⑽具有複數個間隙 210，由複數個第一單位螺方箍22〇彼此排列連接所形成。其中每 一第一單位螺方箍220至少包含底邊221、頂邊222、連接底邊22 j 與頂邊222之第一侧邊223以及連接頂邊222另一端之第二侧邊 224 ’且第二侧|224進一步連接次一單位螺方箍220之底璋221。 6 M303233 如圖1所示，第一單位螺方箍220之頂邊222藉第二侧邊细 _次:單位螺方箍220之底邊221相連。如圖」之較佳實施例所 不’第二侧邊224係與第一侧邊223夾一角度與次一單位螺方箱 220之底邊221相連。在此較佳實施例中，第二侧邊224與第 邊223所夾之角度較佳係呈小於3〇度之銳角，使複數個單位螺藉 筋220彼此之間距21〇介於5〇公厘至11〇公厘之間。The plurality of _ ’ and the _ unit snails are stacked one on another and form a splicing area. ^ ^ ^ ^ ^ I [Implementation], ~ This creation provides - a kind of beam-screw square hoop reinforcement cage structure, which forms a beam stirrup reinforcement cage structure by a composite beam screw box to improve construction efficiency and reduce the amount of steel bars in the overall structure. . In the creation of the square hoop steel structure, it is preferred that the first beam of the same size and the second layer of the square are used, and the left and right stacks are reduced to form a hybrid hoop cage structure. However, in different implementation offices, it is also possible to use Shilufan and non-design requirements to use beam sills of different sizes to form a beam-clamped square cage structure. (D) In the preferred embodiment of the first embodiment, the first beam ferrule 2 (10) has a plurality of gaps 210 formed by a plurality of first unit screw ferrules 22 〇 being aligned with each other. Each of the first unit screw ferrules 220 includes at least a bottom edge 221, a top edge 222, a first side edge 223 connecting the bottom edge 22j with the top edge 222, and a second side edge 224' connecting the other end of the top edge 222. The second side | 224 is further coupled to the bottom ridge 221 of the next unit screw ferrule 220. 6 M303233 As shown in FIG. 1, the top edge 222 of the first unit screw ferrule 220 is connected by the second side _ times: the bottom edge 221 of the unit screw ferrule 220. The second side 224 is connected to the first side 223 at an angle to the bottom edge 221 of the next unit square box 220. In the preferred embodiment, the angle between the second side 224 and the side 223 is preferably an acute angle less than 3 degrees, so that the plurality of unit screws ribs 220 are at a distance of 21 彼此 between each other. Between PCT and 11 〇.
如圖1所示，形成第一梁螺方箍2〇〇之複數個第一單位螺方箍 220較佳係由一連續鋼筋彎折而成。然而在不同實施例中，每—第 一單位螺方箍220亦可個別形成複數個單位螺方箍組，以焊接或 螺接之方式彼此接合形成第一梁螺方箍2〇〇。 如圖1之較佳實施例所示，第二梁螺方箍3〇〇包含一接合侧 310由複數個弟一單位螺方箍330彼此排列連接所形成，具有複 數個間隙320，每-第二單位螺方箍33()至少包含底邊331、頂邊 332、連接底邊331與頂邊332之第一側邊333以及連接頂邊幻〕 另一端之第二侧邊334，且第二侧邊334進一步連接次一單位螺方 箍330之底邊331。 如圖1所示，第二單位螺方箍330之頂邊332藉第二侧邊 與次-單位螺方箍330之底邊331相連。如圖丨之較佳實施例所 示’第二侧邊334係與第一侧邊333夾一角度與次一單位螺方箍 330之底邊331相連。在此較佳實施例中，第二侧邊334與第一侧 邊333所夾之角度較佳係呈小於3〇度之銳角，使複數個第二單位 螺箍筋330彼此之間距32〇介於5〇公厘至11〇公厘之間。 M303233 圖1所7F形成第二梁螺方箍300之複數個第二單位螺方箍 2位螺方箍330亦可個別形成複數個單位螺方箍組，以焊接或 '、之方式彼此接合形成第二梁螺方箍·。 一 土如圖1及圖2所示’第二梁螺方箍與第—梁螺方箱騰較 ί係具有相同之截_。亦即，第二梁螺方箍300與第—梁螺方 抱200車父佳係同尺寸，並具相同之長寬比。此外，如圖1之樹土 細圭係與第二間隙321之寬度相等'然而在不同實施例中，第 -間隙321亦可因應施工規範及不同的設計需求而做彈性調整。 如圖1及圖2所示，第二梁螺方箍3〇〇之接合側31〇伸入第一 梁螺，2⑻之複數個間隙21Q，且第二梁螺方箍部份3ii與複數 個第-單位螺方箍22〇彼此疊接齡，並形朗時位於第一梁螺 籲 方箍200及第二梁螺方箍3〇〇之一疊接區域4〇〇。如圖2及圖如 之較佳實施例所示’第二梁螺方箍勤之接合側3iq具有複數個 間隙320 ’由複數個單位螺方箍33〇彼此排列連接所形成。如圖2 及圖3b所示’第二梁螺方箍3〇〇之複數個第二單位螺方箍观伸 入第一梁螺方箍200之複數個間隙210，與第一梁螺方箍2〇〇之複 數個第一單位螺方薇22〇彼此疊接嵌合形成疊接區域4〇〇。然而在 不同實施例中，亦可由第一梁螺方箍200之複數個第一單位螺方 摘220伸入弟二梁螺方箍3〇〇之複數個間隙320，與第二梁螺方箍 M303233 之複數個第二單位螺方箍33〇彼此叠接嵌合形成疊接區域 4⑻。 如圖2及圖3b所示，疊接區域4⑻較佳係包含第一梁螺方箍 ^)〇之底邊與第二梁螺方箍3〇〇底邊之疊接底邊41〇，以及第一梁 ‘方箍2〇0頂邊與第二梁螺方II 3〇〇之疊接頂邊42〇。如圖2所示， 疊接區域400較佳係由第一梁螺方箍200之第一侧邊223、第二梁 螺方箍3⑻之第二侧邊334、疊接底邊41〇與疊接頂邊420共同形 • 成。如圖2及圖3b之較佳實施例所示，第一梁螺方箍2〇〇每一第 一單位螺方薇220之第一侧邊223係連接底邊221及頂邊222，與 第一梁螺方箍300每一第二單位螺方箍33〇之底邊331及頂邊332 «接肷合於底邊中點3321及頂邊中點3311 ;第二梁螺方箍3⑻每 一第二單位螺方箍33Q之第二侧邊334係連接底邊331及頂邊 332，與第一梁螺方箍200每一第一單位螺方箍220之底邊221及 頂邊222疊接嵌合於底邊中點2211及頂邊中點2221。亦即，疊接 _ 區域400較佳係包含第一梁螺方箍2〇〇之第一侧邊223、第二梁螺 方箍300之第二侧邊334、第一梁螺方箍2〇〇底邊221與頂邊 之各一半侧以及第二梁螺方箍3〇〇底邊331與頂邊332之各一半 侧。然而在不同實施例中，疊接區域400亦可因應不同的設計需 求而做彈性調整，亦即，藉調整第二梁螺方箍3〇〇與第一梁螺方 箍2⑻疊接嵌合區域之多寡，可滿足不同的結構強度與設計需求。 如圖3c之剖面圖所示，在此較佳實施例中，疊接底邊410係由 第一木螺方箍300之底邊331内侧抵接第一梁螺方箍200之底邊 M303233 221外侧所形成，疊接頂邊微係由第—梁螺方箱之頂邊处 内侧抵接第二梁螺方箍·之頂邊332外侧所形成。細^不同 實施例中，亦可由-連續鋼筋環繞，彎折形成具有如圖％剖面疊‘ 區域彻之梁箍筋鋼筋籠結構。本創作之梁箍筋鋼筋籠結機 100，較佳係由相同號數、直徑之鋼筋形成第一梁箍筋2〇〇與第二 梁箍筋300。然而在不同實施例中，亦可因應不同的設計強度與需 =，疊接喪合不同號數、直徑之鋼筋所形成之第一梁箍筋2〇〇 : _ 第二梁箍筋300，以形成梁箍筋鋼筋籠結構1〇〇。 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 把本創作之範例。必需指出的是，已揭露之實施例並未限制本創 狀翻。減地，包含对請專娜s之精神及制之修改及 均等設置均包含於本創作之範圍内。 【圖式簡單說明】 雜目1所^為本發明梁螺方箍鋼筋籠結構組合立體® @2所示為本發明梁螺方箍鋼筋籠結構組合作動圖 ® 3a所示為本發明梁螺方箍鋼筋籠結構組合俯視目 圖3b所示為本發明梁螺方箍鋼筋籠結構俯視圖 圖3e所示為本發軸筋籠結構剖視圖 【主要元件符號說明】 100梁螺方—鋼筋||結構 M303233 200第一梁螺方箍 210第一梁螺方箍之間隙 211第一間隙 220第一單位螺方箍 221第一梁螺方箍單位螺方箍之底邊 222第一梁螺方箍單位螺方箍之頂邊 223第一梁螺方箍單位螺方箍之第一侧邊 224第一梁螺方箍單位螺方箍之第二側邊 2211底邊中點 2221頂邊中點 300第二梁螺方箍 310接合侧 311第二梁螺方箍部份 320第二梁螺方箍之間隙 321第二間隙 330第二單位螺方箍 331第二梁螺方箍單位螺方箍之底邊 332第二梁螺方箍單位螺方箍之頂邊 333第二梁螺方箍單位螺方箍之第一侧邊 334第二梁螺方箍單位螺方箍之第二侧邊 3311底邊中點 3321頂邊中點 M303233 400疊接區域 410疊接底邊 420疊接頂邊As shown in FIG. 1, the plurality of first unit screw ferrules 220 forming the first beam ferrule 2 较佳 are preferably formed by bending a continuous steel bar. However, in various embodiments, each of the first unit screw ferrules 220 may also individually form a plurality of unit screw ferrule sets that are joined to each other by welding or screwing to form a first beam sling. As shown in the preferred embodiment of FIG. 1, the second beam-thread square 3 〇〇 includes a joint side 310 formed by a plurality of brother-unit screw ferrules 330 being arranged in series with each other, having a plurality of gaps 320, each- The two-unit screw ferrule 33 () includes at least a bottom edge 331, a top edge 332, a first side edge 333 connecting the bottom edge 331 and the top edge 332, and a second side edge 334 connecting the top edge and the other end, and the second The side 334 is further coupled to the bottom edge 331 of the next unit screw ferrule 330. As shown in FIG. 1, the top edge 332 of the second unit screw ferrule 330 is coupled to the bottom edge 331 of the secondary-unit screw ferrule 330 by a second side. As shown in the preferred embodiment of the drawings, the second side 334 is attached to the first side 333 at an angle to the bottom edge 331 of the next unit of the square ferrule 330. In the preferred embodiment, the angle between the second side 334 and the first side 333 is preferably an acute angle less than 3 degrees, so that the plurality of second unit ribs 330 are spaced apart from each other. Between 5 〇 and 11 〇. M303233 Figure 7 7F forms a plurality of second unit screw squares. The second unit screw square 2 position screw squares 330 can also form a plurality of unit screw square sets individually, which are welded or joined to each other. Second beam screw square hoop. A soil as shown in Fig. 1 and Fig. 2' has the same cross section as the second beam screw square and the first beam. That is, the second beam-screw square 300 is the same size as the first-beam sill, and has the same aspect ratio. In addition, the width of the second gap 321 is equal to that of the second gap 321 as shown in Fig. 1. However, in different embodiments, the first gap 321 can also be elastically adjusted according to construction specifications and different design requirements. As shown in FIG. 1 and FIG. 2, the joint side 31〇 of the second beam-screw ferrule 3〇〇 projects into the first beam snail, the plurality of gaps 21Q of 2(8), and the second beam-threaded ferrule portion 3ii and a plurality of The first unit screw ferrules 22 叠 are overlapped with each other and are located at a stacking area 4 第一 of the first beam slinger ferrule 200 and the second beam sling ferrule 3 形. As shown in the preferred embodiment of Fig. 2 and Fig. 2, the joint side 3iq of the second beam-threaded hoop has a plurality of gaps 320' formed by a plurality of unit-screws 33'. As shown in FIG. 2 and FIG. 3b, the plurality of second unit screw squares of the second beam-screws 3 伸 extend into the plurality of gaps 210 of the first beam-screws 200, and the first beam-screws A plurality of first units of the square ridges 22 are entangled with each other to form a splicing area 4 〇〇. However, in different embodiments, a plurality of first unit screw squares 220 of the first beam screw square 200 may be extended into the plurality of gaps 320 of the second beam of the second beam, and the second beam of the second beam. A plurality of second unit screw ferrules 33A of M303233 are folded and fitted to each other to form a splicing area 4 (8). As shown in FIG. 2 and FIG. 3b, the splicing area 4 (8) preferably includes a bottom edge of the first beam sill yoke and a bottom edge 41 〇 of the bottom edge of the second beam sill. The top edge of the first beam 'square hoop 2〇0 and the top side of the second beam screw II 3〇〇 are overlapped with the top edge 42〇. As shown in FIG. 2, the splicing area 400 is preferably composed of a first side 223 of the first beam sling hoop 200, a second side 334 of the second beam sill yoke 3 (8), a splicing bottom edge 41 〇 and a stack The top edge 420 is formed in a common shape. As shown in the preferred embodiment of FIG. 2 and FIG. 3b, the first side of the first beam of the square ferrule 2 223 is connected to the bottom side 221 and the top side 222 of the first unit The bottom edge 331 and the top edge 332 of each of the second unit screw ferrules 33 are joined to the bottom edge midpoint 3321 and the top edge midpoint 3311; the second beam sill square 3 (8) The second side 334 of the second unit screw ferrule 33Q is connected to the bottom edge 331 and the top edge 332, and is overlapped with the bottom edge 221 and the top edge 222 of each of the first unit screw ferrules 220 of the first beam screw ferrule 200. It is fitted to the bottom edge midpoint 2211 and the top edge midpoint 2221. That is, the splicing_area 400 preferably includes a first side 223 of the first beam ferrule 2, a second side 334 of the second beam ferrule 300, and a first beam ferrule 2 Each of the bottom side 221 and the top side of the top side and the second side of the second side of the second side of the second side are provided. However, in different embodiments, the splicing area 400 can also be elastically adjusted according to different design requirements, that is, by adjusting the second beam ferrule 3 〇〇 and the first beam ferrule 2 (8). The variety can meet different structural strength and design requirements. As shown in the cross-sectional view of Fig. 3c, in the preferred embodiment, the splicing bottom edge 410 is abutted against the bottom edge of the first beam ferrule 200 by the bottom edge 331 of the first wood ferrule 300. M303233 221 Formed on the outer side, the overlapping top edge micro-system is formed by the inner side of the top edge of the first beam square box abutting the outer side of the top edge 332 of the second beam screw square. In the embodiment, it can also be surrounded by a continuous steel bar, and bent to form a steel cage structure having a beam-like rib cage as shown in the figure. The beam stirrup reinforcement cage machine 100 of the present invention preferably comprises a first beam stirrup 2〇〇 and a second beam stirrup 300 by the same number and diameter of the steel bars. However, in different embodiments, the first beam stirrup 2〇〇 formed by the different number and diameter of the steel bars may be overlapped according to different design strengths and needs = _ second beam stirrup 300, Form the beam stirrup reinforcement cage structure 1〇〇. This creation has been described by the above related embodiments. However, the above embodiments are merely examples of the present invention. It must be noted that the disclosed embodiments do not limit the present invention. The reduction of the land, including the modifications and equalization of the spirit and system of the company, are included in the scope of this creation. [Simple description of the diagram] Miscellaneous 1 is the invention of the beam sill square hoop steel cage structure combination stereo® @2 is the invention of the beam sill square hoop steel cage structure group cooperation diagram о 3a is the invention of the beam snail The square hoop steel cage structure combination top view Figure 3b shows the top view of the beam-screw square hoop cage structure of the present invention. Figure 3e shows the cross-sectional view of the hair shaft cage structure. [Main component symbol description] 100 beam screw-rebar||structure M303233 200 first beam screw square hoop 210 first beam screw square gap 211 first gap 220 first unit screw square hoop 221 first beam screw square hoop unit screw square bottom edge 222 first beam screw square hoop unit Top side of the threaded square hoop 223 first beam screw square hoop unit screw square first side 224 first beam screw square hoop unit screw square second side 2211 bottom side midpoint 2221 top side midpoint 300 Two beam screw square hoop 310 joint side 311 second beam screw square hoop portion 320 second beam screw square hoop gap 321 second gap 330 second unit screw square hoop 331 second beam screw square hoop unit screw hoop bottom Side 332 second beam screw square hoop unit screw square top edge 333 second beam screw square hoop unit screw square first side 334 Two side beams spiro spiro cuff unit side second side 3311 of the cuff bottom side of the midpoint midpoint 3321 M303233 400 spliced splicing area 410 bottom edge of top splice 420