1307295 九、發明說明： 【發明所屬之技術領域】 本發明係關於一種梁箍筋鋼筋轉 ^ β Λ 助處預組方法及其纯 構；具體而言，本發明係關於一種予切 、、 結構及其方法。 種預組梁箍筋鋼筋籠 【先前技術】 在一般_筋缺土設計結射，為㈣結構耐震 .-般係採用箍筋將鋼筋與混凝土圍束 筋與混凝土在受震擁巾爐有效結合。 使麵 傳統之縣筋結構’絲準備筋魅配置主筋 ^於梁箍筋籠之頂邊綁紮繫筋所形成。—般而言，热 里越多’可提供梁箍筋結構之承載強度及圍束 細鶴之必婦合施工贿對於最小 , 否則易於澆灌混凝土時發生搗實 險並且不轉。 I不良之風 【發明内容】 結構本要目的在於提供—麵筋鋼筋籠預組 筋組，以減^^=下，藉組合結構形成梁箍 乂夕木趣肋鋼助籠結構整體之鋼筋用晋。 本發明之$ _ ^ 1的在於提供—㈣m鋼筋籠預組 6 1307295 ，構’增加梁箍筋鋼筋蘢結構之箱 較佳之圍束力。 肋及犯喊土間 預==目的在於提供一種梁箍筋鋼筋蘢結構 、 4效率的形絲li筋娜蘢結構。 ^發=箍筋鋼筋蘢預組結構包含主_筋組平 勤組以及_輕。射主梁 = 篇从夕—； ^'之梁捆肋彼此間隔排列，每一罕 栖肋之母—側邊具有-自由端彎曲形成-彎勾，並 Γ縱向筋分別與每—_筋交又並連接，二 鋼滅紋_彳分顺有複數個 複數個自i <置於該主射1筋組及該副雜筋組之該 複數個自轉__絲_純麵結構。 法，ϋ時提供上述梁箱筋鋼筋籠結構之預組方 电入外=下列步驟：準備主_筋組及副絲筋組； 、、且曰该·#筋組至該主梁箍筋組内；以及設 :梁箱筋組及副梁箱筋組以形成梁箱筋鋼筋籠;： 【實施方式】 ^發日峨顧鋼誠雜絲及其結構， 以二t規範之標準下，藉組合結構形成梁箍鶴組， 減夕木础鋼顧結構整體之鋼筋用量。本發明之梁 箍筋鋼筋籠預組結構較佳係組合不同號數鋼筋所形成之 梁箍筋組，以減少梁箍筋鋼筋籠預組結構之鋼筋用量。 然而在不同實施例中’本發明之梁H筋鋼親預_構 亦可於符合施工職之設計縣下，組合_號數^鋼 筋所形成之梁n餘，以形成梁箍筋娜細組結構。 圖1所示為本發明梁箍筋鋼筋籠預組結構之一較佳 實施例。如圖1所示，主梁箍筋組2〇〇包含複數根呈U 字型之主梁ϋ筋21G彼此間隔排列。在此實施例中，主 梁箍筋組200之形成方式較佳係排列複數根主鋼筋，透 過至少-縱向筋220固定複數根主鋼筋彼此之間距，缺 後彎曲複數根主域形成複錄呈 观此__。然而在不同實施例中，亦可預^ 複數根王U字型之主賴筋21G，而後以至少一縱向筋 220固定主梁箍筋210彼此之間距。 如圖1之較佳實施例所示，每一主梁箱筋训具有底 邊211及分別與底邊211連接之每-侧邊犯，其中每-側邊犯之自由端2121彎曲形賴迎。如圖i所 丁鐵 1侧邊212較佳係將自由端2121彎曲形成倒鉤狀 ’明束至少—縱向梁絲並與其相接。至 二維持並:，：分別與每一主梁箍筋21。交叉接， r、^複數根主梁箍筋210之間隔。縱向筋220 而在^ ^焊方式分顺每—主賴筋21G相連接。然 5只知例中’縱向筋22G亦可透過綁紮方式，與 每一主梁箍筋210相連。 如圖1之較佳實施例所示，主梁箍筋組2〇〇之至少— 縱向筋220包含至少—侧向筋奶與每-侧邊犯之中 點位置相連’以及至少—底筋瓜與每一底邊2ΐι相連。 如圖2a及圖2b所示’至少—側向筋221與每一側邊犯 之連接位置，以及至少—底筋222與每—底邊2ιι之連 接位置’較㈣位社_筋組之同—關或同— 外侧。然而在不同實施例中，至少—側向筋221與至少 一底筋222亦可與每—侧邊212及每-底邊211相連於 主梁箍筋組200之不同侧或是其他位置。 如圖1所示，副梁箱筋組包含複數根呈U字型之 副梁箍筋彼此_排列。在此實施辦，副梁箱筋 組3〇〇之形成方式較佳係排列複數根副鋼筋，透過至少 -縱向筋320固定複數根副鋼筋彼此之間距，缺後彎曲 複數根副鋼筋形成複數根呈啤型之副梁箍筋31〇彼此 間^列。㈣在不同實施例巾，亦可預先排列複數根 呈U子型之副梁箍筋·，而後以至少一縱向筋挪固定 副梁箍筋310彼此之間距。 口圖1之較佳實施例所示，每一副梁箱筋训具有 邊311及刀別與底邊311連接之每一側邊Μι其中每 側邊J312之自由端3121 f轉成f勾3122。如圖i 不’每一側邊312較佳係將自由端3121 f曲形成倒釣 之背勾3122 ’以圍束至少—縱向梁主筋並與其相接； 少一縱向筋320係分別|立 、…士 與母—副梁箱筋310交又遠接， 2持並固定該複數根副梁箱筋31〇之間隔： 焊方式分別與每-_筋3!。相 例中，至少-縱向筋伽亦可透 過鄉糸方式，與母—副梁箍筋310相連。 如圖1之較佳實施你彳辦+ 月她例所不，副梁箍筋組300之至少一 縱向筋320包含至少—侧向餘 w助321與母一側邊312之中 點位置相連’以及至少—斿气 ^底肋322與每一底邊311之中 點位置相連。如圖2b及圖：V糾-2- 及圖&所不，至少—侧向筋321 料厂侧邊312之連接位置，以及至少-底筋322與每 -底邊311之連接位置’較佳係位於鄕箍筋組之 同:内侧或同-外側。然而在不同實施例中，至少一側 向助321與至少一底筋322亦可與每一側邊312及每一 底邊311相連於副梁箍筋組3〇〇之不同侧或是其他位置。 如圖1之實施例所示，主梁箍筋210之間距較佳係與 副梁箍筋310之間距呈等距間隔排列。在此較佳實施例 中，複數根副梁箍筋310之底邊311分別與複數根主梁 箍筋210之底邊211並排鄰接。然而在不同實施例中， 副梁箍筋310彼此之間距及其底邊311與主梁箍筋21〇 底邊211之鄰接關係，亦可因應施工規範及不同的設計 第求而彈性§周整。如圖1之較佳實施例所示，每一主梁 箍筋210之底邊211長度係大於每一副梁箍筋310之底 邊311長度，且每一主梁箍筋210之底邊211長度係為 1307295 =副梁箍筋310之底邊311長度之兩倍。亦即，副梁 麵筋組300之底邊311較佳係為主梁箍筋組200底邊211 t半，並且以其底邊311中點對齊主梁箍筋紐200底 、211中點之方式，設置容納於主梁箍筋組200内。缺 而在不同實施例中，每一主梁箱筋210底邊211鱼每一 :梁箱筋310底邊311長度之比率，亦可因應施工規範 及不同的設計需求而彈性調整。 、、=圖2a及圖2b之較佳實施例所示，若底筋奶由副 =助組300之_目縣—顧311，咖且合時副梁 抱助組300之底邊311得以與主梁難組猶之底邊叫 :行相f並達於靜平衡狀態。此外，如圖2c及圖2d :=此較錄崎，_—絲32 =丨3心外侧固接每—底邊311，則主雜筋組2〇〇 〜夕-底肋222需由内側固接每—底邊2ιι，搭配副梁 之至少一底筋322，以達於靜平衡狀態。 所示’鋼筋帽蓋之兩側分別具有複數個鋼 置於主梁箍筋組2°。及副梁箍筋組之 佳端^成梁箱筋鋼筋籠預組結構勘。在此較 側彎:請产肋，4〇0兩側之彎折雜佳係形成- 及圏另—側彎折呈90度。如圖如，圖3b 及圖3e卿，_巾胃蓋4⑽之軸 形成之鋼驗。如㈣之較佳^彳逸且曰預先 包含上鋼筋蓋4_下====峨蓋400 上銅助蓋410與下鋼 11 1307295 f蓋420之寬度係分別對應於主梁箍筋組2〇〇與副梁摇 助組300之見度。上鋼筋蓋41〇具有、彎折呈I%产之一 侧470，及彎折呈90度之另一侧48〇 ;下鋼筋蓋^具 有彎折呈90度之另一侧480，及.彎·折呈135度之一側 470。上鋼肋蓋41〇與下鋼筋蓋42〇上下交錯疊合形成鋼 筋帽蓋400。然:而在不同實施中，亦可交錯間隔排列複數 根具有-侧彎折呈135度，另-側彎折呈9〇度之鋼筋， 亚以至少一縱向筋固接該複數根鋼筋，以形成鋼筋帽蓋 400 〇 如圖3b之另一較佳實施例所示，鋼筋帽蓋4〇〇包含左 鋼筋盍430與右鋼筋蓋440，左鋼筋蓋43〇具有彎折呈 ^度之另一侧480，及彎折呈135度之一侧470 ;右鋼 筋蓋440具有弯折呈135度之一侧470，及彎折呈9〇度 之另一側480。左鋼筋蓋43〇與右鋼筋蓋44〇左右交疊= 成鋼筋帽蓋働，且左鋼筋蓋43〇 f折呈I35度之一側 47〇，與右鋼筋蓋440彎折呈135度之一側47〇疊接形成 —對應於副梁箍筋组之小鋼筋帽蓋。此外，如圖％ 所不，鋼筋帽蓋400亦包含大鋼筋蓋45〇與小鋼筋蓋 46〇，上下豐合形成鋼筋帽蓋400。在此較佳實施例中， 形成顿筋蓋46G之鋼筋直徑係與形成副梁箍筋組3〇〇 ^筋直徑相符；大鋼筋蓋彻之鋼筋直徑係與形成主 木箍筋組200之鋼筋直徑相符。然而在不同實施例中， 亦可使用與大鋼筋蓋彻直徑相同之鋼筋形成小鋼筋蓋1307295 IX. Description of the invention: [Technical field of the invention] The present invention relates to a method for pre-assembling a beam-reinforcing bar and a pure structure; and more particularly, the present invention relates to a pre-cut, structure And its method. Pre-set beam stirrup reinforcement cage [previous technique] In the general _ gluten-deficient design, it is designed to be (4) structurally shock-resistant. The general use of stirrups to effectively combine steel and concrete reinforcement ribs with concrete in the earthquake-bearing furnace . Make the surface of the traditional county rib structure 'wire preparation ribs configuration main ribs ^ formed on the top edge of the beam hoop cage. In general, the more heat there is, the load-bearing strength of the beam stirrup structure and the bribery of the weeds are the smallest, otherwise it is easy to pour the concrete and it does not turn. I bad wind [invention content] The purpose of the structure is to provide - gluten steel cage pre-assembly group, to reduce ^ ^ =, by the combination of structures to form the beam hoop 乂 木 趣 趣 趣 助 助 助 助 助. The $ _ ^ 1 of the present invention is provided by the - (4) m steel cage pre-group 6 1307295, which is a better boxing force for the box of the reinforced reinforced concrete structure. The ribs and the screaming earth are pre-== The purpose is to provide a reinforced reinforced concrete structure with a beam stirrup, and a 4-shaped structure of the wire. ^ 发=Hoop reinforced concrete 茏 pre-group structure contains the main _ _ group group and _ light. Shooting the main beam = the article from the eve -; ^ 'the beam ribs are spaced apart from each other, the mother of each of the rare ribs - the side has - the free end is bent to form - the curved hook, and the longitudinal ribs are respectively associated with each And connected, the two steels 灭 彳 彳 顺 有 复 复 复 复 复 复 复 复 复 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于 置于In the method, the pre-group of the above-mentioned beam box reinforcement cage structure is provided. The following steps are performed: preparing the main rib group and the yoke group; and, and 曰 the # 筋 group to the main beam stirrup group And; set: beam box rib group and auxiliary beam box rib group to form beam box reinforced bar cage;: [Embodiment] ^ 峨日峨顾钢诚杂丝 and its structure, under the standard of two t specifications, by the combined structure Form the beam hoop group, reduce the amount of steel used in the overall structure of the eve of the wood. The prefabricated structure of the beam stirrup reinforcement cage of the invention is preferably a combination of the beam stirrups formed by different number of steel bars to reduce the amount of steel bars of the pre-assembled structure of the beam stirrup reinforcement cage. However, in different embodiments, the beam of the beam of the present invention can also be formed under the design county of the construction job, and the beam formed by the combination number _ number of steel bars is formed to form the beam hoop core group. structure. Fig. 1 shows a preferred embodiment of the pre-assembled structure of the beam stirrup reinforcement cage of the present invention. As shown in Fig. 1, the main beam stirrup group 2〇〇 includes a plurality of U-shaped main beam tendons 21G arranged at intervals. In this embodiment, the main beam stirrup group 200 is preferably formed by arranging a plurality of main steel bars, and the plurality of main steel bars are fixed to each other by at least the longitudinal bars 220, and the plurality of primary domains are formed after the lack of bending. Look at this __. However, in various embodiments, the plurality of king U-shaped main ribs 21G may be pre-compressed, and then the main beam stirrups 210 are fixed to each other by at least one longitudinal rib 220. As shown in the preferred embodiment of FIG. 1, each of the main beam boxing exercises has a bottom edge 211 and each side-side edge connected to the bottom edge 211, wherein each of the side-side free ends 2121 is curved. . The side edge 212 of the butadiene 1 as shown in Fig. i preferably bends the free end 2121 to form a barb-like beam, at least the longitudinal beam and is in contact therewith. To the second and maintain::: respectively with each main beam stirrup 21 . Cross-connect, r, ^ the spacing of the plurality of main beam stirrups 210. The longitudinal ribs 220 are connected in the ^ ^ welding manner to each of the main ribs 21G. However, in the five known cases, the longitudinal ribs 22G can also be connected to each of the main beam stirrups 210 by lashing. As shown in the preferred embodiment of Fig. 1, at least the longitudinal beam rib group 2 — - the longitudinal rib 220 comprises at least - the lateral rib milk is connected to the midpoint of each side rim and at least - the bottom rib Connected to each bottom edge 2ΐι. As shown in Fig. 2a and Fig. 2b, 'at least—the joint position of the lateral rib 221 and each side edge, and at least the connection position of the bottom rib 222 and each bottom edge 2 ιι is the same as that of the (four) 社社_筋组- off or the same - outside. In various embodiments, however, at least the lateral ribs 221 and at least one of the bottom ribs 222 may be coupled to each of the side edges 212 and each of the bottom edges 211 to different sides or other locations of the main beam stirrup set 200. As shown in Fig. 1, the sub-beam box rib group includes a plurality of sub-girder ribs in a U-shape. In this implementation, the formation of the auxiliary beam box group 3 is preferably arranged by arranging a plurality of secondary reinforcing bars, and the plurality of secondary reinforcing bars are fixed to each other by at least the longitudinal ribs 320, and the plurality of secondary reinforcing bars are bent to form a plurality of roots. The girders of the beer type are 31 〇. (4) In the different embodiments, the plurality of sub-girder ribs of the U-shaped type may be arranged in advance, and then the sub-girder ribs 310 are fixed to each other by at least one longitudinal rib. As shown in the preferred embodiment of the mouthpiece 1, each of the pair of beam boxes has a side 311 and each side of the knife 311 connected to the bottom side 311, wherein the free end 3121 f of each side J312 is converted into a f-hook 3122 . As shown in Figure i, each side 312 preferably has a free end 3121 that is bent to form a back fishing hook 3122' to surround at least the longitudinal beam main rib and is in contact therewith; less one longitudinal rib 320 is separately ... between the gentleman and the mother - the auxiliary beam box ribs 310 and the distance, 2 holds and fixes the interval of the plurality of sub-beam ribs 31 :: the welding method is respectively with each _ rib 3! In the example, at least the longitudinal ribs may also be connected to the mother-second beam stirrups 310 through the nostalgic manner. As shown in the preferred embodiment of Figure 1, at least one of the longitudinal ribs 320 of the secondary beam stirrup set 300 includes at least a lateral residual w assist 321 connected to the midpoint of the female side edge 312. And at least the helium gas bottom rib 322 is connected to the midpoint of each of the bottom edges 311. As shown in Fig. 2b and Fig.: Fig. 2 and Fig. & No, at least the connection position of the lateral side 312 of the lateral rib 321 and the connection position of at least the bottom rib 322 and the bottom 311 The best is located in the same group of the stirrups: the inside or the same side. However, in different embodiments, at least one side of the auxiliary 321 and at least one of the bottom ribs 322 may be connected to each side 312 and each of the bottom sides 311 to different sides or other positions of the linings rib group 3〇〇. . As shown in the embodiment of Fig. 1, the distance between the main beam stirrups 210 is preferably equidistantly spaced from the secondary beam stirrups 310. In the preferred embodiment, the bottom edges 311 of the plurality of secondary beam stirrups 310 are adjacent to the bottom edges 211 of the plurality of main beam stirrups 210, respectively. However, in different embodiments, the abutment relationship between the secondary beam stirrups 310 and the bottom edge 311 thereof and the bottom edge 211 of the main beam stirrup 21 can also be elasticized according to the construction specifications and different designs. . As shown in the preferred embodiment of FIG. 1, the length of the bottom edge 211 of each of the main beam stirrups 210 is greater than the length of the bottom edge 311 of each of the secondary beam stirrups 310, and the bottom edge 211 of each of the main beam stirrups 210 The length is 1307295 = twice the length of the bottom edge 311 of the secondary beam stirrup 310. That is, the bottom edge 311 of the sub-beam gluten group 300 is preferably 211 t half of the bottom edge of the main beam stirrup group 200, and the bottom point of the bottom edge 311 is aligned with the bottom of the main beam hoop and the bottom of the 211. The arrangement is housed in the main beam stirrup group 200. In the different embodiments, the ratio of the length of the bottom edge 211 of each of the main beam box ribs 210 to the bottom edge 311 of the beam box ribs 310 can also be flexibly adjusted according to the construction specifications and different design requirements. 2, and 2b, as shown in the preferred embodiment of FIG. 2a and FIG. 2b, if the bottom rib milk is from the _Mu County-Gu 311 of the sub-help group 300, the bottom edge 311 of the sub-beam Assist group 300 is The main beam is difficult to be called the bottom of the group: the phase f and the static equilibrium state. In addition, as shown in Fig. 2c and Fig. 2d: = this is more recorded, _- silk 32 = 丨3 heart is fixed to the outer side of each bottom 311, then the main rib group 2 〇〇 ~ 夕 - bottom rib 222 needs to be solidified from the inside Connect each of the bottom edges 2 ιι, with at least one bottom rib 322 of the sub beam to achieve static equilibrium. The two sides of the 'reinforcing cap' are shown with a plurality of steels placed 2° in the main beam stirrup set. And the auxiliary beam hoop group of the good end of the beam. Here, the side bends: Please produce the ribs, and the four sides of the 4 〇 0 are formed by the bends - and the other side is bent at 90 degrees. As shown in Fig. 3b and Fig. 3e, the steel shaft formed by the shaft of the stomach cover 4 (10) is examined. The width of the copper cover 410 and the lower steel 11 1307295 f cover 420 respectively correspond to the main beam stirrup group 2, respectively, if the (4) is better and the 曰 pre-includes the upper steel bar cover 4_ lower ==== 峨 cover 400 〇〇 and the auxiliary beam shake group 300 visibility. The upper steel bar cover 41 has a side 470 bent at one side of I% and 48 〇 on the other side bent at 90 degrees; the lower steel bar has a side 480 bent at 90 degrees, and a bend • Folded at 470 on one side of 135 degrees. The upper steel rib cover 41 〇 and the lower steel reinforced cover 42 交错 are alternately stacked to form a steel rib cap 400. However, in different implementations, a plurality of steel bars having a side bend of 135 degrees and a side bend of 9 degrees may be arranged at a staggered interval, and at least one longitudinal rib is used to fix the plurality of steel bars to Forming a steel cap 400. As shown in another preferred embodiment of FIG. 3b, the reinforcing cap 4 includes a left reinforcing bar 430 and a right reinforcing bar cover 440, and the left reinforcing bar cover 43 has another bending degree. Side 480, and one side 470 bent at 135 degrees; right rebar cover 440 has a side 470 that is bent at 135 degrees and a side 480 that is bent at 9 degrees. The left reinforcing bar cover 43〇 overlaps with the right reinforcing bar cover 44〇= into the steel cap 働, and the left reinforcing bar cover 43〇f is folded into one side of the I35 degree side 47〇, and the right reinforcing bar cover 440 is bent at one of 135 degrees. The side 47〇 is stacked to form a small steel cap corresponding to the pair of secondary beam stirrups. In addition, as shown in Fig. 100, the steel cap 400 also includes a large steel bar cover 45〇 and a small steel bar cover 46〇, and the upper and lower abundance forms a steel cap 400. In the preferred embodiment, the diameter of the reinforcing bar forming the rib cover 46G is consistent with the diameter of the ribs forming the pair of girders; the diameter of the reinforced steel bar and the reinforced steel forming the main wooden skein set 200 The diameter matches. However, in different embodiments, it is also possible to form a small steel bar with a steel bar having the same diameter as the large steel bar.
12 1307295 460，上下疊合以形成鋼筋帽蓋400。如圖4之較 例所示，副梁箍筋組3〇〇係容納設置於主梁箱^組= 内’鋼筋帽蓋400之複數個f折部設置分别對應於主热 箍筋組200及副梁箍筋組3〇〇之複數個f勾’與至少二 縱向梁主筋相接形成_筋輔籠預組結構_、。乂 °圖1之較佳實施例所示，副梁箍筋組3⑻之直徑係 小於主梁箍筋組200。亦即，本發明之梁箱筋鋼筋籠預組 rtt佳係以大號數、較粗直徑之箍筋組作為主梁箍筋 二號數、較細直徑之箍筋组作為副_筋組 :、中副梁箍筋組3〇〇縣納設置於主梁箱筋組2〇〇 亚t配鋼筋帽蓋彻以形成雜筋鋼筋蘢預組結構 。…、而在不同實施辦，亦可大號數、較粗直徑 =箍筋_為難組·，設置容納於小號數、較細 =之補_形狀主缝筋組 Θ。此外在不同 ' 亦可採用相同號數之鋼筋形成主梁箱筋組200 及副梁II筋組3〇〇。 圖5所不為本發明梁箍筋鋼筋籠結構預組方法之流程 圖如圖5所不，首先進行步驟510,準備-主梁箍筋組 。如圖6之流程圖所示，準借—主梁箍齡步驟 進一步包$步驟511，點焊至少一縱向筋固定複餘等距 排列之鋼筋以形成主鋼筋網。 接著進^fT步!^513 ’ _曲主鋼筋網形成複數根呈U字 塑之主梁箍筋210，每-主梁箍筋210之底邊211及分別 13 1307295 與底邊211連接之二侧邊係與至少一縱向筋22〇相接。 然而在不同實施例中，亦可等距排列複數根呈u字型之 主梁箍筋210，藉點焊至少—縱向筋固定複絲主梁箍筋 21〇之間距。此外’在不同實施例中，亦可使用鋼筋綁紮 之方式固定複數根主梁箱筋21〇之間距。最後，進行步 驟515 ’彎曲複數根主梁箱筋每-侧邊之-自由端2121 疋珉主梁箍筋組200之設 形玖複數個彎勾 如圖5之流程圖所示’接著進行步驟53〇，準備一畐 梁箍筋組3GG。如目7之流程圖所示，準備—副梁箱勤 300步驟進-步包含步驟531，點焊至少—縱向筋固定考 數根等距排狀鋼筋卿朗娜網。 接著進行步驟533，灣曲副鋼筋網形成複數根呈的 型之副梁箍筋310,每—副梁箍筋31〇之底邊3n及分另 ^底邊311連接之二侧邊係與至少一縱向豸咖相接。 然而在不同實施例巾’亦可等距複數根呈u字型3 副梁箱筋31G，藉點焊至少—縱向翻定複數根副梁編 310之間距。此外，在不同實施例中，亦可使用鋼筋綁》 之方式固定複數根副梁難310之财卜最後，進行多 驟535，管曲複數根副梁箍筋每—侧邊之一自由端犯 形^數個彎勾迎，完朗梁難組之設置。 元成靖i餘200及副_餘之設置後，^ 驟例，組合副麵筋組300至主_筋組⑽ 圖4所示，組合副梁箍筋組300至主梁箍筋組20ι 14 1307295 、、乂驟置副梁箍筋組·於主梁箍筋組測之中 '、置並使複數根副梁箍筋之底邊m分別與複數根 主梁猶筋之錢211並排鄰接。· 接著進行步驟57〇，設置一鋼筋帽蓋概於主梁薇筋 二+及田筋組300。如圖8之流程圖所示，設置鋼 筋巾目蓋4〇〇步驟包含步驟5?1，疊合一上鋼筋蓋仙與— 下鋼肋蓋420形成上下交錯疊合之鋼筋帽蓋·。如圖 如之車乂仏貫施例所示，其中上鋼筋蓋41〇具有彎折呈I% 度之―侧，與下鋼筋蓋420具有彎折呈9Q度之另一 側伽彼此相鄰漸次排列；下鋼筋蓋42〇具有彎折呈如 度之另一侧480，與上鋼筋蓋410具有彎折呈135度之一 側470彼此相鄰漸次排列。 此外，設置鋼筋帽蓋400步驟另包含疊合一左鋼筋蓋 43〇 14右鋼筋蓋440形成左右交疊之鋼筋帽蓋4〇〇，其 中左鋼筋蓋43〇之一侧彎折呈也度，另一侧彎折呈9〇 度，右鋼筋蓋440之一侧彎折呈135度，另一側彎折呈 90度。如圖2c及圖3b所示，左鋼筋蓋43〇彎折呈135 度之一側470 ’與右鋼筋蓋44〇彎折呈135度之一側47〇 疊接形成一小鋼筋帽蓋，與副梁箍筋組3〇〇對應相連。 λ置鋼助巾i蓋400步驟亦包含疊合一大鋼筋蓋450與一 小鋼筋蓋460形成上下疊合之鋼筋帽蓋4〇〇。如圖％及 圖3c所示，小鋼筋蓋46〇之鋼筋直徑較佳係與形成副梁 箍筋組300之鋼筋直徑相符，大鋼筋蓋45〇之鋼筋直徑12 1307295 460, superimposed on top of each other to form a steel cap 400. As shown in the comparative example of FIG. 4, the auxiliary beam stirrup group 3 is accommodated in the main beam box group = the inner 'reinforce cap 400', and the plurality of f-fold portions are respectively arranged corresponding to the main heat stirrup group 200 and The plurality of f-hooks of the auxiliary beam stirrup group 3〇〇 are connected with the at least two longitudinal beam main ribs to form a _ reinforced auxiliary cage pre-group structure _,. In the preferred embodiment of Figure 1, the diameter of the secondary beam stirrup set 3 (8) is less than the primary beam stirrup set 200. That is to say, the reinforced concrete cage of the present invention has a large number and a relatively large diameter of the stirrup group as the main beam stirrups and the smaller diameter of the stirrup group as the secondary rib group: The middle auxiliary beam stirrup group 3〇〇县纳 is set in the main beam box rib group 2〇〇亚t with the steel cap cover to form the pre-structure of the reinforced reinforced concrete 。. ..., and in different implementations, it can also be a large number, a thicker diameter = a stirrup _ is difficult to set, and is set to accommodate the small number, finer = complement _ shape main seam group Θ. In addition, in the different 'can also use the same number of steel bars to form the main beam box group 200 and the side beam II group 3〇〇. FIG. 5 is not a flow chart of the pre-grouping method of the beam stirrup reinforcement cage structure of the present invention. As shown in FIG. 5, first, step 510 is performed to prepare the main beam stirrup group. As shown in the flow chart of Fig. 6, the pre-borrowing-main beam hoop step further includes a step 511 of spot welding at least one longitudinal rib to fix the repetitively arranged reinforcing bars to form a main reinforcing mesh. Then enter the ^fT step! ^513 ' _ the main reinforced mesh forms a plurality of U-shaped main beam stirrups 210, the bottom edge 211 of each - main beam stirrup 210 and 13 1307295 and the bottom edge 211 respectively The side straps are joined to at least one longitudinal rib 22 。. However, in different embodiments, a plurality of main beam stirrups 210 having a U-shaped shape may be arranged equidistantly, and at least the longitudinal ribs are used to fix the distance between the two ends of the multifilament main beam stirrups. Further, in various embodiments, the distance between the plurality of main beam box ribs 21 can also be fixed by means of reinforcing steel banding. Finally, proceed to step 515 'bend the plurality of main beam box ribs per side - free end 2121 疋珉 main beam stirrup group 200 shape 玖 a plurality of curved hooks as shown in the flow chart of Figure 5 'following steps 53〇, prepare a beam of stirrups 3GG. As shown in the flow chart of item 7, the preparatory-sub-beam box step 300 step-by-step includes step 531, the spot welding is at least the longitudinal rib fixing the number of equidistant rows of reinforcing steel bars. Next, in step 533, the bay curve sub-reinforcing net forms a pair of sub-beam stirrups 310 of a plurality of types, and the bottom side 3n of each of the sub-girder tendons 31〇 and the two side edges of the bottom side 311 are connected with at least two sides and at least A vertical portrait is connected. However, in different embodiments, the towel can also be equidistantly multiplied into a u-shaped 3 sub-beam box rib 31G, and the distance between the plurality of sub-beams 310 can be adjusted by at least a longitudinal welding. In addition, in different embodiments, it is also possible to fix the plurality of sub-beams 310 by using the method of reinforcing steel bars. Finally, a plurality of steps 535 are performed, and the pipe ends a free end of each of the side beams. The shape is a number of curved hooks, and the setting of the Langliang difficult group. After the setting of Yuan Chengjing i and 200 and the vice _ Yu, ^ Sequentially, the combination of the secondary gluten group 300 to the main rib group (10) as shown in Figure 4, the combination of the secondary beam stirrup group 300 to the main beam stirrup group 20ι 14 1307295 , and set the sub-girder stirrup group in the main beam stirrup group test, and set the bottom edge m of the plurality of sub-girder stirrups adjacent to the plurality of main beams and the money 211. · Next, proceed to step 57. Set a steel cap to cover the main beam Weijin 2 + Hetianjin group 300. As shown in the flow chart of Fig. 8, the step of setting the steel dome cover 4 includes the steps 5 to 1, and the upper and lower steel ribs 420 are stacked to form a steel cap which is vertically stacked. As shown in the example of the vehicle, the upper reinforcing bar cover 41 has a side that is bent at an I% degree, and the lower reinforcing bar cover 420 has a side that is bent at 9Q degrees and is adjacent to each other. The lower reinforcing bar cover 42 has a side 480 that is bent to the same extent, and the upper reinforcing bar cover 410 has a side that is bent at 135 degrees and the side 470 is gradually arranged adjacent to each other. In addition, the step of providing the steel cap 400 further comprises laminating a left reinforcing bar cover 43 14 and the right reinforcing bar cover 440 forming a left and right overlapping reinforcing steel cap 4 , wherein one side of the left reinforcing bar 43 is bent. The other side is bent at 9 degrees, and one side of the right reinforcing bar cover 440 is bent at 135 degrees, and the other side is bent at 90 degrees. As shown in Fig. 2c and Fig. 3b, the left reinforcing bar cover 43 is bent at one side of the 135 degree side 470' and the right reinforcing bar cover 44 is bent at a side of 135 degrees and 47 sides to form a small steel cap, and The pair of beam stirrups 3〇〇 are connected. The step λ steel towel cover 400 also includes a plurality of reinforcing steel caps 450 and a small steel cap 460 forming a steel cap 4 that is superposed on top of each other. As shown in Fig. 3 and Fig. 3c, the diameter of the steel bar of the small steel bar cover 46 is preferably in accordance with the diameter of the steel bar forming the pair of beam stirrups 300, and the diameter of the steel bar of the large steel bar cover 45〇
15 1307295 I維係細彡駐賴筋組之鋼筋直徑相符，其中小 .鋼筋蓋46〇之中心位置與大鋼筋蓋MO之中心位置疊 合，分別對應設置於副梁箍筋組3〇〇及主梁箱筋組⑽ 之複數個幫勾。. 如圖4之較佳實施例所示，當副梁箍筋、組⑽盥主梁 箍筋組200以及鋼筋帽蓋400完成組合後，進一^組: 至少-梁主筋與梁箍筋鋼筋籠預組結構1〇〇，以完成梁 ⑩ 組結構之施工。〆 本發明已由上述相關實施例加以描述，然而上述實施 例僅為實施本發明之範例。必需指出的是，已揭露之杳 . f舰未關本發明之顧。概地，包含於申請專^ _之騎及顧之修妓轉設包含於本發明之 - 範圍内。 仏 【圖式簡單說明】 • 目1所不為本發明梁箍筋鋼筋蘢預組結構-實施例之分 解立體圖 ® 2a所福本㈣梁||筋賴籠馳結構—實施 剖面圖 圖沘所不為本發明梁箍筋鋼筋籠預組結構另施 之剖面圖 圖2c所不為本發明賴肋筋籠馳結構另施例 之剖面圖15 1307295 The diameter of the steel bars of the I-series is in accordance with the diameter of the steel bar, and the center position of the small steel bar 46〇 overlaps with the center position of the large steel bar MO, which is correspondingly set in the pair of beam stirrups. A plurality of gangs of the main beam box group (10). As shown in the preferred embodiment of FIG. 4, when the secondary beam stirrup, the group (10), the main beam stirrup group 200, and the steel cap 400 are combined, the group is: at least the beam main reinforcement and the beam stirrup reinforcement cage The pre-group structure is 1〇〇 to complete the construction of the beam 10 group structure. The present invention has been described by the above related embodiments, but the above embodiments are merely examples for implementing the present invention. It must be pointed out that the ship has not been disclosed. In general, it is included in the scope of the present invention to include the application for the ride.仏 [Simplified description of the drawings] • Item 1 is not the pre-assembled structure of the beam stirrup reinforced concrete of the present invention - an exploded perspective view of the embodiment ® 2a of the blessing (four) beam | | reinforced cage structure - implementation of the sectional view The cross-sectional view of the pre-assembled structure of the beam stirrup reinforcement cage of the present invention is shown in Fig. 2c, which is not a cross-sectional view of another embodiment of the caged cage structure of the present invention.
16 1307295 圖2d所7FI本發明賴筋娜籠麵結構另- 實施例 之剖面圖 圖所示為鋼筋帽蓋一實施例之組合立體圖 圖3b所示為鋼筋帽蓋另-實施例之組合立體圖 圖3c所示為銅筋帽蓋另-實施例之組合立體圖 圖4所不為本發明梁箍筋鋼筋籠預組結構實施例之組合 完成立體圖 ^ 本發明帛®筋鋼筋II結翻纟歧:¾之實施流 程圖 二Γ7為本發明_筋鋼筋籠預組結構主梁箱筋組之 貝方&流程圖 圖為本發明梁箍筋鋼筋籠預組結構副梁箍筋組之 步 =圖為本發明梁箱筋鋼筋籠結構敝方法之進— 【主要元件符號說明】 100梁箍筋鋼筋籠預組結構 2〇0主梁箍筋組 210主梁箍筋 211每—主梁箍筋之底邊 17 1307295 212每一主梁箍筋之每一侧邊 2121每一主梁箍筋之自由端 2122每一主梁箍筋之彎勾 220主梁箍筋組之至少一縱向筋 221主梁箍筋組之至少一侧向筋 222主梁箍筋組之至少一底筋 300副梁箍筋組 310副梁箍筋 311每一副梁箍筋之底邊 312每一副梁箍筋之每一侧邊 3121每一副梁箍筋之自由端 3122每一副梁箍筋之彎勾 320副梁箍筋組之至少一縱向筋 321副梁箍筋組之至少一侧向筋 322副梁箍筋組之至少一底筋 400鋼筋帽蓋 410上鋼筋蓋 420下鋼筋蓋 430左鋼筋蓋 440右鋼筋蓋 450大鋼筋蓋 460小鋼筋蓋 470彎折呈135度之一侧16 1307295 Figure 2d, 7FI, the present invention, the rib cage structure, another embodiment - a cross-sectional view of the embodiment shows a combined perspective view of an embodiment of the steel cap, and Fig. 3b shows a combined perspective view of another embodiment of the steel cap 3c is a perspective view of a combination of a copper bead cap and another embodiment. FIG. 4 is a perspective view of a combination of the embodiment of the pretensioned structure of the beam hoop reinforcement of the present invention. The present invention is a composite view of the present invention. The implementation flow chart Γ7 is the invention of the _ reinforced bar cage pre-assembled structure main beam box rib group of the shell square & flow chart diagram of the beam stirrup reinforcement cage pre-group structure sub-girder stirrup group step = The invention relates to the method of reinforced concrete cage structure — 【 【 【 【 【 【 【 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Side 17 1307295 212 each side of each main beam stirrup 2121 free end 2122 of each main beam stirrup ribs each main beam stirrups curved hook 220 main beam stirrup group at least one longitudinal rib 221 main beam hoop At least one side of the rib group, at least one bottom rib of the main beam stirrup group of the rib 222, 300 pairs of the pair of beam stirrups Beam stirrup 311 bottom edge 312 of each pair of beam stirrups 312 each side of each pair of beam stirrups 3121 free end of each pair of beam stirrups 3122 each pair of beam stirrups bends 320 pairs of beam stirrups At least one longitudinal rib of the set of 321 pairs of beam stirrups at least one side of the ribs 322 of the pair of beam stirrups at least one of the bottom ribs 400 of the steel cap 410 on the steel bar cover 420 under the steel bar cover 430 left steel bar cover 440 right steel bar cover 450 Large steel bar cover 460 small steel bar cover 470 bent at one side of 135 degrees
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