200800436 九、發明說明: 【發明所屬之技術領域】 本發明係·—㈣箍筋鋼筋籠_方法及其結 構’具體而言，本發日㈣關於-種預組梁箍筋鋼筋籠之 結構及其方法。200800436 IX. Description of the invention: [Technical field to which the invention pertains] The present invention is a structure of a stirrup reinforcement cage _ method and its structure 'specifically, the structure of the pre-grouped beam stirrup reinforcement cage of the present invention Its method.
【先前技術】 在-般的鋼筋混凝土設計結構中，為加強結構耐震 般雜職雜娜與混凝土圍束祕，以使鋼 肋與混凝土錢麵辦健有效結合。 /傳統之梁箍筋結構，係先準備-梁箍筋籠並配置主筋 於梁箍筋籠之頂邊綁紮繫筋所形成。一般而言，梁 猶·量越多，可提供梁箍筋結構權強度:圍夂 力j越Ί畴筋之伽必婦合駐她對於最小 間隙之要求，否則易於洗灌混凝土時發生搗實不良之風 險Je且不經濟。 【發明内容】 社本㈣之主要目财於減—麵»鋼筋籠· :構’於符合施工規範之標平下，藉組合結辨形戏奸 巧，以減少梁箍筋鋼筋巍結構整體之補用木租 本發明之另—目触於提供—種麵_筋蘢敝 200800436 二：梁箍筋鋼筋籠結構顧主筋及混凝土間 旱父佳之圍束力。 之另-目的在於提供一種賴筋鋼筋.籠結構 預、、且方法’供有效率的形成梁箍筋鋼筋籠結構。 ;本發爾胁轉包含轉組，副梁 筋組與副梁箱筋組分 ^ 3複數根su字型之梁箍筋彼此_排列，每一梁 I®肋之每侧邊具有—自由卿曲形成―彎勾，並藉至 f 一縱向筋分別與每™_筋交叉並連接，以維持^複 ^梁顯間之間隔；鋼筋帽蓋之兩側分別具有複數個 鋼筋彎折部，設置於兮±π〜Μ .、〜主木粞助組及該副梁箍筋組之該 硬i：個自由端以形成該梁箍筋鋼筋籠預組結構。 本毛月同知提供上逑梁箍筋鋼筋籠結構之預粗方 要包含刊挪，魅梁鶴組及副_筋組； ί5 _雜餘至魅_筋_ ;以錢置鋼筋帽 ^主梁難組及副_筋組以形成_闕筋籠預組 結構。 【實施方式】 ^ . \ — — - · 本發明提供-種絲筋姻籠雜方法及其結構， 於符合缸絲之鮮下，敎合結_缝箍筋组， 以減少梁箍筋鋼筋籠結構整體之鋼筋用量。本發明之梁 200800436 . - - . · ... . . -. .. .._ : ... . ...... . .-‘ 敲筋鋼筋籠預組結構較佳係組合不同號數鋼筋所形成之 … 头箍筋組’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，本發明之梁箍筋鋼筋籠預組結構 亦可於符合施工規範之設計要求下，組合相同號數之鋼 筋所形成之梁箍筋組，以形成梁箍筋鋼筋籠預組結構。 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 ⑩ 子型之主梁禮筋210彼此間隔^ 梁箍筋組200之形成方式較佳僑排列複數根主鋼筋，透 過至少一縱向筋220固定複數根主鋼筋彼此之間距，，然 後彎曲複數根主鋼筋形成複數根呈口字型之主梁箍筋 21〇彼此間隔排列。然而在不同實施例中，亦可預先排列 t數根王U子型之主梁插筋21〇，而後以至少一縱向筋 220固定主梁箍筋21〇彼此之間距。 ⑩： V^*1 1之較佳實施例所示，每一主梁箍筋210具有底 邊211及分別與底邊211連接之每-侧邊犯，其中每-側邊212之自由端2121彎曲形成彎勾2122。如圖1所 不’每-侧邊212較佳係將自由端2121彎、曲形成倒鉤狀 - 之f勾2122，以圍束至少一縱向梁主筋並與其相接。至 ， 少一縱^筋22G係分別與每—主梁箍筋210交叉連接， ….以維f亚固定®複數根主梁箍筋210之間隔。縱向筋220 表么係以，方式分別與每一主梁箍筋洲相連接。然 ❿在不同’縱賴22G亦可透過綁紮方式，與 200800436[Prior Art] In the general reinforced concrete design structure, in order to strengthen the structure, the earthquake-resistant miscellaneous job and the concrete wall are secreted, so that the steel ribs and the concrete money face can be effectively combined. / The traditional beam stirrup structure is prepared by first assembling the beam hoop cage and arranging the main ribs to tie the ribs on the top edge of the beam hoop cage. In general, the more the beam is, the more the strength of the beam stirrup can be provided: the coercive force j is more Ί Ί 之 之 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合 合The risk of badness is not economical. [Summary of the Invention] The main target of the social (4) is the reduction-face»reinforcing cage: the structure is under the standard of the construction specification, and the combination of the shape and the shape is used to reduce the overall structure of the reinforced reinforced concrete structure. Replenishing wood renting the other part of the invention - the purpose of the contact - seed surface _ 茏敝 茏敝 200800436 2: beam hoop reinforced steel cage structure between the main ribs and concrete between the dry father and the best. The other purpose is to provide a reinforcement structure, a cage structure, and a method for efficiently forming a beam stirrup reinforcement cage structure. Benfair's flank consists of a transfer, a sub-beam group and a sub-beam box rib component ^ 3 a plurality of su-shaped beam hoops _ arranged, each side of each beam I® rib has - Free The curve is formed by a curved hook, and the longitudinal ribs are intersected and connected with each of the TM ribs to maintain the interval between the two beams; the two sides of the steel cap have a plurality of steel bending portions, respectively The hard i: a free end of the 主±π~Μ., ~ main wood raft group and the lining of the lining of the girders to form the pre-assembled structure of the reinforced cage of the beam stirrup. This Maoyue Tongzhi provides the pre-roughness of the upper girders stirrup reinforcement cage structure to include the publication, the charm Lianghe group and the vice _ gluten group; ί5 _ miscellaneous to charm _ _ _; The Liang difficult group and the secondary _ rib group form a pre-structure of the _ 阙 笼 cage. [Embodiment] ^ . \ - - - · The present invention provides a method for simulating a cage and a structure thereof, and in accordance with the freshness of the cylinder wire, the 敎 结 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The amount of steel used in the structure as a whole. The beam of the present invention 200800436 . - - . . . . . . . . . . . . . . . . . . . . . . . . . . The number of steel bars formed by the ... the head hoop group 'to reduce the amount of steel bars in the pre-assembled structure of the beam hoop reinforcement cage. However, in different embodiments, the pre-assembled structure of the beam stirrup reinforcement cage of the present invention may also be combined with the beam stirrup group formed by the same number of steel bars to meet the design requirements of the construction specification to form the beam stirrup reinforcement cage. Pre-structured 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 roots and the main beam of the u 10 sub-types 210 are spaced apart from each other. The formation of the beam hoop group 200 is better. A longitudinal rib 220 fixes a plurality of main reinforcing bars at a distance from each other, and then bends a plurality of main reinforcing bars to form a plurality of root-shaped main beam stirrups 21 〇 arranged at intervals. However, in different embodiments, the main beam ribs 21 of the t-number U-shaped sub-types may be arranged in advance, and then the main beam stirrups 21 are fixed to each other by at least one longitudinal rib 220. 10: V^*1 1 is shown in the preferred embodiment, each main beam stirrup 210 has a bottom edge 211 and each side edge connected to the bottom edge 211, wherein the free end 2121 of each side edge 212 The bend forms a curved hook 2122. As shown in Fig. 1, the "each side" 212 preferably bends the free end 2121 to form a barb-shaped f-hook 2122 for enclosing and joining at least one longitudinal beam main rib. To, less than one longitudinal rib 22G system is respectively connected with each of the main beam stirrups 210, .... by the dimension f sub-fixation® the plurality of main beam stirrups 210. The longitudinal ribs 220 are connected to each main beam hoop ridge. However, the difference is that the 22G can also be tied through the way, with 200800436
^ . · . J 每一主梁箍筋210相連。 如圖1之較佳實施例所示，主雜筋組·之至少一 縱向筋220包含至少-側向筋221與每—侧邊212之中 點位置相連，以及至少—底筋η2與每—底邊犯相連。 如圖2a及圖2b所不’至少，細筋221與每—側邊212 之連接位置，以友至少—底筋222與每—底邊2ιι之連 難置，較佳係位於主梁箍筋組200之同-内侧或同一 _ ^'侧:然而在不同實施例中:，至少-側向筋221與至少 -底筋222亦可與每—侧邊212及每一底邊2ΐι相連於 主梁箍筋組200之不同侧或是其他位置。 如® 1所不，副梁箍筋組3〇〇包含複數根呈U字型之 副梁箍筋31G彼此間隔排列。在此實_中，副梁· 組3〇0之形成方式較佳係排列複數根副鋼筋，透過至少 縱白筋320固疋袓數根副鋼筋彼此之間距，然後彎曲 複數根副鋼筋形成複數根呈叫型之副梁辅筋細彼此 。然而在不同實_中，亦可麻排列複數根 1_UI字型之副梁箍筋·，而後以至少—縱向筋細固定 副梁箍筋310彼此之間距。 如圖1之較佳實施例所示，每一副梁箍筋si〇具有底 邊311及分別與底邊311連接之每一侧邊312，里中每一 側邊3U之自由端3121彎曲形成f勾助。^圖」所 示，每-側邊312較佳係將自由端3121彎曲形成倒釣狀 之彎勾3122，以圍束至少一縱向梁主筋並與其相接；至 200800436 j _ ： • j . '· ' — i * : . _ 八縱向肋320係分別與每—副梁箱筋·交叉連接， ‘ 以，持並固錢複數根副梁箍筋⑽之間隔。至少一縱 =32_細轉方式分別與每—副㈣筋則相 連接。然而在不同實施例中，至少一縱向筋遣亦可透 過綁紮方式’與每一副梁箍筋310相連。 如圖1之較佳實施例所示，副梁箍筋組獨之至少一 縱向筋320包含至少一侧向筋321與每一側邊312之中 _ 點位置減，以及至少一底筋322與每一底邊3ιι之中 點位置相連。如圖2b及圖2e所示，至少—侧向筋321 ^每厂侧邊312之連接位置’以及至少-底筋322鱗 -底邊311之連接位置’較佳係位於副梁箍筋組·之 同-内侧或同-外側。然而在*同實施例中，至少一侧 向筋321與至少一底筋322亦可與每一侧邊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。 鲁 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歹，卜在此較佳實施例 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210 . 底邊211之鄰接關係，亦可因應施工規範及不同的設計 需求而彈性調整。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31〇之底’ 邊311長度，且每一主梁箍筋210之底邊211長度係為 200800436 . j … .. ... , . .. ... 每-副梁箍筋ho之底邊311長度之兩倍。_，_ 箍筋組3〇〇之底邊犯較佳係為主梁箍餘2〇〇.底邊 - 之-半’並且以其底邊311中點對齊主梁難組·底 • 邊211中點之方式，設置容納於主梁箍筋組200内。然 巾在不同實施例中’每一主梁箍筋21〇底邊加與每一 .副梁紐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。 • 如圖2a及圖2b之較佳實施例所示，若底筋322由副 梁組300之_嶋每—祕311，齡組合時副梁 箍筋組300之底邊311得以與主梁接筋組2〇〇之底邊叫 平行相接，並達於靜平衡狀態。此外，如圖&及圖％ 所不，在此較佳實施例中，若至少一底筋322由副梁箱 餘之外侧接每一底邊·，則主梁箍筋組200 之至少-底筋222需由内側固接每一底邊2U，罕 • 箱筋組撕之至少一底筋322,以達於靜平衡狀態/ 一如圖'所示，鋼筋帽蓋_之兩侧分別具有複數個鋼 ㈣弓折部’设置於主梁箍筋組2〇〇及副梁箍筋組之 絲個自由端以形成梁箍筋鋼筋籠預組結構跡在此較 _ 佳實施姆中，編帽蓋彻兩侧之彎折部較佳係形成一 ..侧-折請度，另—側彎折呈9〇度。如 及圖3。所示’麵帽蓋铜之形成方式較佳係組合預先 ，成之鋼筋蓋。如圖3a之較佳實施例所示，鋼筋帽蓋4〇〇 匕含上鋼筋蓋410與下鋼筋蓋娜上鋼筋蓋410與下鋼 11 200800436 * - . - ' ' ' . .. ... fl42a之寬度係分獅應於主梁翻組·輿副梁籀 筋組300之莧度。上鋼筋蓋41〇具有彎折呈I%声之一 … 側，及彎折呈90度之另一侧48〇;下鋼筋蓋^直 • 有彎折呈90度之另—側彻，及彎折呈135度之一侧 . 470。上鋼筋蓋·與下鋼筋蓋42〇±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 舞具有-侧彎折呈135度，另一侧灣折呈9〇度之鋼筋， ❿ 並以至少縱向筋固接該複數根鋼筋，以形成鋼筋帽蓋 400 〇 ’ . - -，' . . ........ ： 士圖3|3之另較—貝施例所专，鋼筋帽蓋4⑽包含左 鋼助盍430與右鋼筋蓋440，左鋼筋蓋43〇具有彎折呈 之另一侧480，及彎折呈135度之一侧_ ^ 筋蓋440具有彎折呈135度之一侧47〇，及彎折呈％度 之另一侧480。左鋼筋蓋430與右鋼筋蓋44〇左右交疊形 _ 成鋼筋帽盍400，且左鋼筋蓋430彎折呈135度之一侧 470 ’與右鋼筋蓋44〇彎折呈135度之一侧47〇疊接形成 一對應於副梁箍筋組3〇〇之小鋼筋帽蓋。此外，如圖允 所不’鋼筋帽蓋400亦包含大鋼筋蓋45〇與小鋼筋蓋 460 ’上下受合形成鋼筋帽蓋4〇〇。在此較佳實施例中， 形成小鋼筋蓋46〇之鋼筋直徑係與形成副梁箍筋組3〇〇 梁箍筋組200之鋼筋直徑相符。然而在不同實施例中， Φ可㈣與大鋼筋蓋餘糊之_碱小鋼筋蓋 12 200800436 460，上下疊合以形成鋼筋帽蓋彻。如圖4之較佳， 例所示，副梁箱筋組係容納設置於主梁箍筋組1 ^ ’鋼筋帽蓋彻之複數靖折部設置分卿應於主梁 獅組200及副梁箍筋組之複數個彎勾，與至少一 .縱向社筋相接軸_筋纖籠聽結構觸。 如圖1之較佳實施例所示，副梁箍筋組_之直徑係 小社紐練2GG。卿，本俩之_筋鋼筋籠預組 # 賴概仙大絲、餘直#域餘作為主梁箱筋 組2GG ’叫號數、較細直徑之鶴組作為副梁箱筋血 300，其中副梁箍筋組3〇〇係容納設置於主梁箱筋組細 内並搭_筋祕卿以與賊脑魏預組結構 100。然而在不同實施例中，亦可使用大號數、較粗直徑 之箍筋組作為副梁箍筋組300，設置容納於小號數、較細 直徑之箍筋組所形成之主梁箍筋組200内。此外在不同 貫施例中，亦可採用相同號數之鋼筋形成主梁箍筋組200 翁 及副梁箍筋組300。 ' · . - - . . . ' . 圖5所示為本發明梁箍筋鋼筋籠結構預組方法之流程 圖。如圖5所示，首先進行步驟510，準備一主梁箍筋組 .. . ' . ' . v 200。如圖6之流程圖所示，準備一主梁箍筋組200步驟 進一步包含步驟511，點焊至少一縱向筋固定複數根等距 排列之鋼助以^形成主鋼筋網。 个- . · ^ 善著進行步驟513，每曲主鋼筋網形成毳數根呈U字 型之主梁箍筋21〇，每一主梁箍筋21〇之底邊211及分別 13 200800436 與底邊211連接之二_係與至少_縱向筋扱相接。 然而在不膽施辦，亦簡轉顺雜如字型之 主梁箍筋21G，|轉至少―㈣筋_紐根主梁箱筋 210之間距。此外，在不同實施例中，亦可使用鋼筋绑紫 之方式固定複數根主梁箍筋210之間距。最後，進行步 驟515，彎曲複數根主梁㈣每一側邊之一自由端2⑵ 形成複數個彎.勾助，完成主梁箍筋組2〇〇之設置。 如圖5之流程圖所示，接著進行步驟53〇，準備一副 梁箍筋組3GG ’® 7之流程騎示，準備箍筋組 3〇〇步驟進-步包好驟划,點焊至少一縱向筋固定複 婁文根專距排列之鋼筋以形成副鋼筋網。 接著進行步驟533，彎曲副鋼筋網形成複數根呈口字 型之副梁箍筋31G，每-副梁箍筋·之底邊311及分別 與底邊311連接之二侧邊係與至少一縱向筋32〇相接。 然而在不同實施例中，亦可等距排列複數根呈u字型之 副梁麵筋31 〇 ’藉點焊至少-縱向筋固定複數根副梁箍筋 310之間距。此外，在不同實施例中，亦可使用鋼筋綁紫 之方式固定複數根副梁箍筋310之間距。最後，進行步 驟535，彎曲複數根副梁箍筋每一侧邊之一自由端3121 开>成複數個彎勾3122 ’完成副梁箍筋組3〇〇之設置。 完成主梁箍筋組200及副梁箍筋組3〇〇之設置後，接 著進行¥驟550 ’組合副梁||筋組3〇〇至主梁箍筋組2〇〇 内。如圖4所示，組合副梁箍筋組3〇〇至主梁箍筋組2〇〇 14 200800436 . . ... J ' .... 内步驟包含設置副梁箍筋組300於主梁箍筋組之中 ‘心位置’並使複數根副梁箍筋之底邊311分別與複數根 主梁箍筋之底邊211並排鄰接。^ ^ ^ ^ 。 接著進行步驟570，設置筋帽蓋彳⑽於主梁藉筋 . 及副梁箍筋組3⑻。如圖8之流程圖所示，|_ 筋帽蓋伽步驟包含步驟571，疊合一上鋼筋蓋物與一 下鋼筋蓋420形成上下交錯疊合之鋼筋帽蓋4〇0圖 _ 如之較佳實施例所示’其中上鋼筋蓋410具有彎折呈135 度之-側470，與下鋼筋蓋·具有f折呈9()度之另_ 侧480彼此相鄰漸次排列；下鋼筋蓋42〇具有彎折呈卯 度之另一侧480，與上鋼筋蓋41〇具有彎折呈135度之一 側470彼此相鄰漸次排列。 • . - , 此外，設置鋼筋帽蓋4〇〇步驟另包含疊合一左鋼筋蓋 430與-右鋼筋蓋44〇形成左右交疊之鋼筋帽蓋糊，其 • 中左鋼筋蓋430之-侧彎折呈135度，另一佩 度:；右鋼筋蓋440之一侧彎折呈135度，另一侧彎折呈 9〇度。如圖2c及圖3b所示，左鋼筋蓋430彎折呈135 度之一侧470，與右鋼筋蓋440彎折呈135度之一侧47〇 疊接形成一小鋼筋帽蓋，與副梁箍筋組3⑽對應相連。 叹置鋼筋帽盍400步驟亦包含疊合一大鋼筋蓋45〇與一 小鋼筋盍460形成上下叠合之鋼筋帽蓋4〇〇。如圖2d及 圖3c所示，小鋼筋蓋46〇之麵筋直徑較佳係與^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 15 200800436 j· 較佳係與形成主梁箍筋組200之鋼筋直徑柑符，.其中小 …鋼劢盍460之中心位置與大鋼筋蓋45〇之中心位置疊^ . · . J Each main beam stirrup 210 is connected. As shown in the preferred embodiment of FIG. 1, at least one longitudinal rib 220 of the main rib group includes at least a lateral rib 221 connected to a midpoint of each side edge 212, and at least a bottom rib η2 and each. The bottom side is connected. 2a and 2b, at least, the connection position of the thin rib 221 and each side edge 212 is difficult to connect with at least the bottom rib 222 and each bottom edge 2 ιι, preferably located at the main beam stirrup Group 200 is the same - inside or the same _ ^ ' side: however, in different embodiments: at least - lateral ribs 221 and at least - bottom ribs 222 may also be connected to each of the side edges 212 and each bottom edge 2 ΐ Different sides of the beam stirrup set 200 or other locations. As in the case of ® 1, the sub-girder rib group 3 〇〇 includes a plurality of sub-beam ribs 31G which are arranged in a U-shape. In this embodiment, the forming method of the sub beam and the group 3〇0 is preferably to arrange a plurality of sub-reinforcing bars, and to fix the plurality of sub-reinforcing bars by at least the longitudinal white bars 320, and then bending the plurality of sub-reinforcing bars to form a plurality of bars The roots are called the pair of beams and the reinforcements are thinner than each other. However, in different real _, it is also possible to arrange a plurality of sub-beam stirrups of the 1_UI font, and then fix the sub-girder tendons 310 to each other with at least the longitudinal ribs. As shown in the preferred embodiment of FIG. 1, each of the pair of beam stirrups si has a bottom edge 311 and each side edge 312 respectively connected to the bottom edge 311, and the free end 3121 of each of the side edges 3U is curved. f hook help. As shown in the figure, each side 312 preferably bends the free end 3121 to form a fishing hook 3122 to surround and connect at least one longitudinal beam main rib; to 200800436 j _ : • j . ' · ' — i * : . _ The eight longitudinal ribs 320 are respectively cross-connected with each of the secondary beam ribs, and the spacing between the plurality of secondary beam stirrups (10) is held. At least one vertical = 32_ fine rotation mode is connected to each of the secondary (four) ribs. In various embodiments, however, at least one of the longitudinal ribs may also be coupled to each of the pair of beam ribs 310 by lashing. As shown in the preferred embodiment of FIG. 1, at least one longitudinal rib 320 of the sub-girder rib group includes at least one side rib 321 and each side 312 with a _ point position minus, and at least one bottom rib 322 Each bottom edge is connected to a point in the middle of 3 ιι. As shown in FIG. 2b and FIG. 2e, at least the lateral rib 321 ^ connection position ′ of each plant side 312 and at least the connection position of the bottom rib 322 scale-base 311 are preferably located in the secondary beam stirrup group. Same as - inside or same - outside. However, in the same embodiment, at least one side rib 321 and at least one bottom rib 322 may be connected to each side 312 and each bottom side 311 to different sides of the yoke stirrup group 3 or other position. As shown in the embodiment of FIG. 1, the distance between the main beam stirrups 210 and the auxiliary beam stirrups 310 are equally spaced, and in the preferred embodiment, the plurality of secondary beam stirrups The bottom edge 311 of the 310 is adjacent to the bottom edge 211 of the plurality of main beam stirrups 210, respectively. However, in different embodiments, the abutment relationship between the secondary beam stirrups 310 and their bottom edges 311 and the main beam stirrups 210. The bottom edge 211 can also be flexibly adjusted according to construction specifications and different design requirements. 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 'second beam stirrups 31', and each of the main beam stirrups 210 The length of the bottom edge 211 is 200800436. j ... .. ... , . . . ... twice the length of the bottom edge 311 of each of the secondary beam stirrups ho. _, _ 箍 组 组 〇〇 〇〇 犯 犯 犯 犯 犯 犯 犯 犯 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主 为主The midpoint is arranged to be housed in the main beam stirrup group 200. In the different embodiments, the ratio of the length of each of the main beam stirrups 21 to the bottom edge of each of the sub-beams 310 can be adjusted flexibly according to the construction specifications and different design requirements. • As shown in the preferred embodiment of FIG. 2a and FIG. 2b, if the bottom rib 322 is composed of the sub-beam group 300, the bottom edge 311 of the sub-girder rib group 300 is connected to the main beam. The bottom edge of the rib group 2 is called parallel connection and reaches the static equilibrium state. In addition, as shown in the accompanying drawings and drawings, in the preferred embodiment, if at least one of the bottom ribs 322 is connected to each of the bottom edges by the outer side of the auxiliary beam box, at least the main beam stirrup group 200 is - The bottom rib 222 is fixed by the inner side of each bottom edge 2U, and the at least one bottom rib 322 of the rare box rib group is to be in a static equilibrium state / as shown in the figure, the steel cap _ has two sides respectively A plurality of steel (four) bow-folded portions are disposed on the free ends of the main beam stirrup group 2〇〇 and the secondary beam stirrup group to form the beam stirrup reinforcement cage pre-structure traces. The bent portion on both sides of the cap is preferably formed by a side-folding degree, and the other side is bent at 9 degrees. As shown in Figure 3. The manner in which the 'face cap copper is formed is preferably combined with a pre-formed steel cover. As shown in the preferred embodiment of Fig. 3a, the steel cap 4 includes a steel cap 410 and a lower steel cap. The upper steel cap 410 and the lower steel 11 200800436 * - . - ' ' ' . . . The width of the fl42a is divided into three parts: the main beam is turned over and the lion is attached to the beam. The upper steel bar cover 41 has one of the I% sounds bent... the side, and the other side of the bend is 90 degrees, 48 〇; the lower steel bar cover is straight; the bend is 90 degrees, the other side is curved, and the bend Folded to one side of 135 degrees. 470. The upper steel bar cover is interlaced with the lower steel bar cover 42 to form a steel cap 400. However, in different implementations, the plurality of dances may be arranged at a staggered interval of 135 degrees, and the other side of the bay is folded at 9 degrees, and the plurality of reinforcing bars are fixed with at least longitudinal ribs to form reinforcing bars. Cap 400 〇' . - -, ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 440, the left reinforcing bar cover 43 has a bent side of the other side 480, and the bending is one side of 135 degrees _ ^ The rib cover 440 has a side of 47 degrees bent at 135 degrees, and the bending is in %. The other side is 480. The left reinforcing bar cover 430 and the right reinforcing bar cover 44 are overlapped to each other _ into a steel cap 400, and the left reinforcing bar cover 430 is bent at one side of 135 degrees 470' and the right reinforcing bar cover 44 is bent at one side of 135 degrees The 47 〇 laps form a small steel cap corresponding to the 梁 箍 箍 。 。. In addition, the steel cap 400 also includes a large steel bar cover 45 〇 and a small steel bar cover 460 'up and down to form a steel cap 4 〇〇. In the preferred embodiment, the diameter of the reinforcing bar forming the small reinforcing bar cover 46 is the same as the diameter of the reinforcing bar forming the set of the secondary beam stirrups. However, in various embodiments, Φ can be used to form a steel cap with a large steel bar cover 12 200800436 460. As shown in Fig. 4, as shown in the example, the sub-beam box rib group is accommodated in the main beam stirrup group 1 ^ 'the steel cap is completely covered by the Jing Bian section. The branch should be in the main beam lion group 200 and the auxiliary beam A plurality of curved hooks of the stirrup group, and at least one of the longitudinal social muscles are connected to the shaft. As shown in the preferred embodiment of Fig. 1, the diameter of the secondary beam stirrup group is small. Qing, the two of the _ reinforced steel cage pre-group # Lai Xianxian Dasi, Yu Zhi # domain surplus as the main beam box rib group 2GG 'call number, the smaller diameter of the crane group as the auxiliary beam box muscle blood 300, of which the secondary beam The stirrup group 3 is accommodated in the fines of the main beam box group and is placed in the pre-group structure 100 with the thief brain. However, in different embodiments, a large number and a relatively large diameter stirrup group may be used as the auxiliary beam stirrup group 300, and the main beam stirrup formed by the small number and the thin diameter stirrup group may be disposed. Within group 200. In addition, in different embodiments, the same number of bars can be used to form the main beam stirrup group 200 and the secondary beam stirrup group 300. '· . - - . . . ' . . . Figure 5 is a flow chart showing the pre-assembly method of the beam stirrup reinforcement cage structure of the present invention. As shown in FIG. 5, step 510 is first performed to prepare a main beam stirrup group .. . ' . . . v 200. As shown in the flow chart of Fig. 6, the step of preparing a main beam stirrup group 200 further includes a step 511 of spot welding at least one longitudinal rib to fix a plurality of equidistantly arranged steels to form a main reinforcing mesh. - - · · Good at step 513, each main mesh network forms a number of U-shaped main beam stirrups 21〇, each main beam stirrup 21〇 bottom edge 211 and respectively 13 200800436 and bottom The two sides of the side 211 are connected to at least the longitudinal ribs. However, if you don't dare to do it, you can also turn to the main beam stirrup 21G, which is like a font, and turn at least the distance between the (four) ribs and the main beam box. In addition, in various embodiments, the distance between the plurality of main beam stirrups 210 may also be fixed by means of reinforcing steel binding. Finally, in step 515, the plurality of main ends (4) of each of the side edges of the plurality of main beams are bent to form a plurality of bends, and the setting of the main beam stirrup group is completed. As shown in the flow chart of FIG. 5, proceeding to step 53, a process of riding a pair of beam stirrups 3GG '® 7 is prepared, and the stirrup set is prepared. Steps of step-by-step wrapping, spot welding are at least A longitudinal rib is fixed to reinforce the reinforcing bars arranged by the roots to form a secondary reinforcing mesh. Next, in step 533, the auxiliary steel mesh is bent to form a plurality of sub-beam stirrups 31G, and the bottom edge 311 of each of the secondary beam stirrups and the two side edges respectively connected to the bottom edge 311 and at least one longitudinal direction The ribs 32 are connected. However, in different embodiments, a plurality of sub-beam gluten 31 〇 ' in a u-shape may be equally spaced, and at least the longitudinal ribs fix the distance between the plurality of sub-girder ribs 310. In addition, in various embodiments, the distance between the plurality of secondary beam stirrups 310 may also be fixed by means of reinforcing steel binding. Finally, in step 535, one of the sides of each of the plurality of sub-girder stirrups is opened and the free end 3121 is opened to form a plurality of curved hooks 3122' to complete the setting of the sub-girder stirrups. After the setting of the main beam stirrup group 200 and the auxiliary beam stirrup group 3〇〇 is completed, the stacking of the 550 ′′ sub-beams||the rib group 3〇〇 is carried out into the main beam stirrup group 2〇〇. As shown in Fig. 4, the combined auxiliary beam stirrup group 3〇〇 to the main beam stirrup group 2〇〇14 200800436 . . . J ' .... The inner step includes setting the auxiliary beam stirrup group 300 to the main beam The 'heart position' of the stirrup group and the bottom edge 311 of the plurality of secondary beam stirrups are adjacent to the bottom edge 211 of the plurality of main beam stirrups. ^ ^ ^ ^. Next, proceeding to step 570, the rib cap 彳 (10) is placed on the main beam and the rib pair 3 (8). As shown in the flowchart of FIG. 8, the |_ rib cap gamma step includes step 571, and the upper reinforced cap and the lower reinforced cap 420 are formed to form a reciprocating cap of the upper and lower staggered overlaps. As shown in the example, 'the upper reinforcing bar cover 410 has a side 470 bent at 135 degrees, and the lower reinforcing bar cover has another f side with a f-fold of 9 () degrees adjacent to each other gradually arranged; the lower reinforcing bar cover 42 has The other side 480, which is bent to be twisted, is gradually arranged adjacent to each other with the upper reinforcing bar cover 41 having a side 470 bent at 135 degrees. In addition, the step of setting the reinforcing steel cap 4 further includes superposing a left reinforcing steel cover 430 and a right reinforcing steel cover 44 to form a left and right overlapping steel cap covering paste, and the middle left reinforcing steel cover 430 side The bending is 135 degrees, and the other is:: one side of the right reinforcing bar cover 440 is bent at 135 degrees, and the other side is bent at 9 degrees. As shown in FIG. 2c and FIG. 3b, the left reinforcing bar cover 430 is bent at one side 470 of 135 degrees, and is folded with the right reinforcing bar cover 440 at a side of 135 degrees and 47 形成 to form a small steel cap, and the secondary beam. The stirrup group 3 (10) is correspondingly connected. The step of staking the steel cap 盍 400 also includes overlapping a large steel bar cover 45 〇 with a small reinforced concrete 460 forming a steel cap 4 上下. As shown in Fig. 2d and Fig. 3c, the diameter of the gluten of the small steel bar cover 46 is preferably in accordance with the diameter of the steel bar forming the secondary beam stirrup group 300, and the diameter of the steel bar of the large steel bar cover 45 is 15 200800436 j· Forming the steel bar diameter citrus of the main beam stirrup group 200, wherein the center position of the small steel 劢盍460 is overlapped with the center position of the large steel bar cover 45〇
合，分別對應設置於副梁箍筋組3〇〇及主梁箍筋組C 之複數個彎勾。 如圖4之較佳實施例所示，當副梁箍筋組300輿主梁 麵筋組200以及鋼筋帽蓋4〇〇完成組合後，進一步組合 至少一梁主筋與梁箍筋鋼筋籠預組結樽100,以完成梁預 •組結構之施工。 • * — - , , . -· - 本發明已由上述相關實施例加以描述，然而上述實施 例僅為貫施本發明之範例。必需指出的是，已揭露之實 施例並未限制本發明之範圍。相反地，包含於申請專利 耗圍之精神及範圍之修改及均等設置均包含於本發明之 範圍内。. . ...... .... ..... . 【圖式簡單說明】 • 图所示為本查明梁掖筋鋼筋籠預、组結構-實施例之分 解立體圖 . · : . . - . - - - · · ' . . 囷所示為本發朋梁箍筋鋼筋籠預組結構一實施例之 剖面1 ' ' v —— - . -- L · ' . ... ' ... - .._ . · /.... . . .. . ... .- - 圖2b所示為本發明梁箍筋鋼筋籠預la結構另-實施例 之剖面圖 '圖2C所示為本發明梁箍筋鋼筋籠預組結構另一實施例 之剖面圖 16 200800436 ° 斤示為本發明梁箍筋鋼筋籠預組結構另一實施例 之剖面圖…： 、 =3a所不為鋼筋帽蓋一實施例之組合立體圖 =3b _為_帽蓋另—實施例之組合立翻 圖3c所不為鋼筋帽蓋另一實施例之組合立體圖 回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 f j所不為本發明梁箍筋鋼筋籠結構預組方法之實施流 Γ»Ι 本發縣11筋姻11雜結觀雜筋組之 本伽雜細筋顧減__筋組之 圖 實施流程 • . · 2本發明梁箍筋鋼筋籠結構預組方法之進- 步 【主要元件槪綱】 1()()梁箍軸祕預組結構 200主粱箍筋組. 210主梁《筋，. 21!灰 母—主粱箍筋之底邊 17 200800436 *· . . . - ·. 212每一主梁箍筋之每一側邊 2121每一主梁箍筋之自由端 - .. l - . . . . ·- 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 ⑩ 310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 ⑩棚鋼筋帽蓋 410上鋼筋蓋 420下鋼筋蓋 „ ^30左鋼肋益 440右鋼筋蓋 . · . -450大鋼筋蓋 460小鋼筋蓋 470彎折呈135度之一側 18 200800436 480彎折呈90度之另一側 t. -- i· w 十、申請專利範圍： .... " ' 1. 一種梁箍筋鋼筋籠預組結構，包含: 一主梁箍筋組，包含·· 複數根呈u字型之主梁箍筋彼此間隔棑列，每一 主梁箍筋具有一底邊及分別與該底邊連揍之二侧 邊，其中每一侧邊之一自由端彎曲形成一彎勾；以及 • ' . 、 . . . . ..... . · * — . 至少一縱向筋，該縱向筋分別與每一主梁箍筋交 叉並連接，以維持該複數根主梁箍筋間之間隔； . . · - . 一副梁箍筋組，係設置容納於該主梁箍筋組内部，包 籲 _ •:含：：..： 複數根呈U字型之副梁籀筋彼此間隔排列，每一 • · . * 副梁箍筋具有一底邊及分別與該底邊連接之二侧 邊，其中每一侧邊之一自由端彎曲形成一彎勾，每一 副梁箍筋之該底邊長度係小於每一主梁箍筋之該底 ... ....... Y : . . ’邊長度；以及 ^ 至少一縱向筋，該縱向筋分別與每一主梁箍筋交 19The corresponding ones are respectively corresponding to the plurality of curved hooks of the auxiliary beam stirrup group 3〇〇 and the main beam stirrup group C. As shown in the preferred embodiment of FIG. 4, after the combination of the girders rib group 300 舆 main beam gluten group 200 and the steel cap 〇〇 4 ,, the at least one beam main rib and the beam stirrup reinforcement cage are further combined.樽100 to complete the construction of the beam pre-group structure. The present invention has been described by the above-described related embodiments, but the above embodiments are merely examples of the present invention. It must be noted that the disclosed embodiments do not limit the scope of the invention. On the contrary, modifications and equivalents of the spirit and scope of the invention are included in the scope of the invention. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - · · ' . . 囷 为本 为本 为本 为本 为本 为本 为本 为本 为本 为本 为本 为本 为本 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 剖面 ' 剖面 ' ' 剖面 剖面 剖面 剖面 剖面... - .._ . · /.... . . . . . . . - - Figure 2b is a cross-sectional view of another embodiment of the beam hoop reinforcement cage of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 16 is a cross-sectional view showing another embodiment of a pre-assembled structure of a beam hoop reinforcement cage according to the present invention. 200800436 ° K is a sectional view of another embodiment of a pre-assembled structure of a beam stirrup reinforcement cage of the present invention...: , =3a A combined perspective view of an embodiment of a rebar cap = 3b _ is a cap and the other is a combination of the embodiments. Figure 3c is not a reel cap. Another embodiment of the reel is not the girder reinforcement of the present invention. The combination of the cage pre-group structure embodiment completes the perspective view fj is not the implementation of the pre-grouping method of the beam hoop reinforcement cage structure of the present invention. Ι Ι Ι 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Gu _ _ group diagram implementation Cheng• . · 2 The pre-grouping method of the beam stirrup reinforcement cage structure of the present invention-step [main components] 1()() beam hoop shaft pre-group structure 200 main loop stirrup group. 210 main beam "ribs" 21! Gray mother - the bottom edge of the main hoop hoop 17 200800436 *· . . . - ·. 212 each side of each main beam stirrup 2121 free end of each main beam hoop - .. l - . . . . - 2122 Bent hooks for each main beam stirrup. ' . . . - 220 at least one longitudinal rib of the main beam stirrup group 221 at least one side of the main beam stirrup group At least one bottom rib of the rib group, 300 sets of beam ribs, 10, 10 sets of beam ribs, . . . 311, 311, the bottom edge 312 of each pair of beam ribs, each side of each pair of beam ribs, 3121, each pair of beams Free end of the stirrup 3122, at least one longitudinal rib 321 of the pair of beam hoops of the pair of beam stirrups, at least one of the longitudinal ribs of the pair of ribs of the rib group, at least one side of the rib group 322 of the rib group 10 shed steel cap 410 on the steel cover 420 under the steel cover „ ^30 left steel rib 440 right steel cover. · -450 large steel cover 460 small steel cover 470 bent at one side of 135 degrees 18 200800436 480 bend On the other side of 90 degrees t. -- i· w X. Patent application scope: .... " ' 1. A pre-assembled structure of beam hoop reinforcement cage, comprising: a main beam stirrup group, comprising a plurality of main beam hoops of u-shaped a spacer string, each of the main beam stirrups has a bottom edge and two sides respectively connected to the bottom edge, wherein one of the sides is bent at a free end to form a curved hook; and • ' . . . . . . . . . . . at least one longitudinal rib, the longitudinal ribs are respectively intersected and connected with each main beam stirrup to maintain the spacing between the plurality of main beam stirrups; . . . The auxiliary beam stirrup group is arranged to be accommodated inside the main beam stirrup group, and includes::::: a plurality of U-shaped sub-beams are arranged at intervals, each of which is arranged. The auxiliary beam stirrup has a bottom edge and two side edges respectively connected to the bottom edge, wherein one of the side edges is bent at a free end to form a curved hook, and the length of the bottom edge of each of the pair of beam stirrups is less than each The bottom of the main beam hoop..........Y: . . 'The length of the side; and ^ at least one longitudinal rib, which is respectively associated with each main beam hoop 19