M245245 捌、新型說明： 新型所屬之技術領域 結構 本創作為一種建築物的結構，尤指一種組合式梁箍筋 【先前技術】 建築物施工最初係於地面上挖設一地基，再於地基内 擺置縱、橫交叉設置之柱狀地梁鋼筋，以供水泥漿灌注， 每地木鋼筋係由數條鋼條所構成之主筋柱以及間隔包覆 '筋柱外之箍筋所構成，如第十圖所示，所述之箍筋（ 6 0 )係為具有四周邊之封閉型框體，施工時係將各箱筋 j 6 〇 )零零散散地搬運至工地，再一一地穿置包覆於主 筋（A )外，而後再以鐵絲將箍筋（6 〇 )與主筋 ^互綁缚料假固冑，然而，此種施卫方式卻具有數項缺 1 ·效率差·· *施作者必需將封閉式箍筋零零散散地搬至工 主肋末端穿入，而後挪移至所需位置f a1敕 再一认伽减 叮而位置並且调整適當間距， 高。 弋放率太差，相對的成本太 2 ·容易遇到無法施工的時候·· 由於此方式在工地上施作的時間較長 天氣不好的狀況（譬如遇到 對夺易遇到 <〜卜雨）而無法施工。 3 ·不易搬運·· 零零散散的箍筋較不易搬運至工地。 M245245 【新型内容】 為了改善上述缺失，本創作之主要目的在於提供一種 ;搬運、提同施工效率、縮短工地施工時間之組合式 箍筋結構。 一基於上述目的，本創作之主要技術手段在於提供一種 、、且二式木姬肋結構，是由數個單元體相互銜接成口型體， 各早疋體均具有數個呈間隔設置之鋼筋，以及數條焊接於 j筋二側之鋼絲以固定鋼筋，各單元體係藉由鋼筋設於 ^ P =銜接相互焊接或以金屬絲綁紮固定銜接。 藉由上述技術手段，由於預先將數個鋼筋連結成單元 體，故可方#你 乃便搬運’並且將各單元體搬移至基地結合 u形型即可以署Λ J以置入主肋，並且以蓋體蓋合即可，故施工 為方便、#L坤& 1 , 、連而可以改進現有因為施工效率差所導致之缺 失0 、 【實施方式】 請參閱第一、二圖所示，本創作所提供之組合式 筋結構是由數個留# 致個早7G體所構成之U型主體（1 〇 〇 )， 及一蓋合於UJ型广 i主體（100)開口端之蓋體（25 組成之箍筋II Γ Ί λ J η C 1 ) ’於本較佳實施例當中，主體（1 0 )係設由兩徊伙a抑- υ 早7°體（1〇)以及一銜接於兩縱向 ' * 〇 )之間的橫向單元體（2 0 )所構成，其中 縱向及橫向單元體（1Q) (2Q)均設有數條平行度 隔设置之鋼筋 (1 1 ) ( 2 1 )以及連接點焊各鋼筋（丄 (2 1 )之鋼、絲（i 2 ) ( 2 2 )，而兩縱向單 M245245 (1〇)與橫向單元體（ 朝向主體（i 〇 〇 )）相互鄰近該端分別形成-2 10)。 °P斜向t折之銜接部（i i 〇 )( 施工時’係可以將已藉由鋼絲（1 一起之縱向、橫向單元體（工 2 ) L合 再將兩縱向單元體移至基地， 干凡體（1 0)與横向單元體（ 之銜接部（1 i 〇) (2〗η〉 〇)相鄰近 ，以組^之“（1 Q ^金制綁紮或電焊固定 、要， 體（10 0)，再將主筋（圖中未示 置入LJ形主體（2 〇〇) 而成之蓋體（2 5 )蓋人於 以鋼筋連結 即…豫 形主體（100)開口端， 的主筋外侧之箍筋籠⑴，於此需加以說明 2定=:將每個銜接部（110)(…）皆施 ^ X選擇性地固定即可，因為箍筋籠（i )盘主 肋之間:口、要施以「假固定」，可供灌漿定位即可。’、 另請參閱第三圖所示之本創作第二種實施型態，豆仍 具有兩個縱向單元體（3 〇)以及一銜接於縱向單元體（ 3 〇 )之間的橫向單元體（4 〇 )所組成的口形主體（丄 〇〇)(以下之實施例圖示僅示出u形主體，關於蓋體之 部份由於大致相同而不再示出），縱向單元體（3㈡設 由數個間隔設置之鋼筋（3 1 )以及焊接用以固定連接各 鋼筋（3 1 )之鋼絲（3 2 )所組成，至於橫向單元體（ 4 0 )亦同樣設有鋼筋（4丄）與鋼絲（4 2 ),並且以 設於鋼筋（3 1 ) ( 4 1 )端部之銜接部（3丄〇 ) ( 4 1 0 )相互貼合固定，於本實施例當中，係將銜接部（3 M245245 1 〇 ) ( 4 1 Ο )呈9 0度彎折，使得分別屬於不同單元 體（ 3 0 ) ( 4 0 )之銜接部（31〇) (41〇)分別 與相鄰之鋼筋（4 1 ) ( 3 1 )結合。 又如第四圖所示係本創作之第三種實施型態，其是延 續第二種實施型態而將縱向單元體（3〇，）之鋼筋（31 ’）銜接部（310，）呈九十度弯折，而橫向單元體（4 二)之鋼筋（41’）則未加以弯折，使縱向單元體（3 ^\之銜接部（31〇，）直接與橫向單元體（4〇，）之 (:〇 2 )1 ”請’並且部份固定而組構成口形箍筋主體 第五、六圖所示係本創作笛 主體（1 00)分割為二個且有實施型態，係將箍筋 元體（50)，L型單元縱向部之1型單 L型鋼筋（51)以及數條用以二疋由數個間隔設置之 絲（5 2 )所組成，兩L =型鋼筋（5 1 )鋼 且使各鋼筋…〜：::=)反向設置，並 構成W型箍筋主體（上〇 〇 )。 且再加以固疋，以組 第七圖所示係本創作 單元體組構成u型主體以：：型態，其-改前述以 1 )設有兩個u型單元體（—②計，而是將箍筋籠（ 型單元體（70) (γ〇，）^ (7〇’）所組成，兩w 7 1 ) ( 7 1，），以及焊垃均：由數條間隔設置之鋼筋（ 鋼絲（”）（72，）戶“各麵筋（”）（71，）之 之兩自由端並且分别朝内側斜向彎折：：1)/71。 π号折一銜接部（7丄〇 ) M245245 (7 1 Ο ) ’施工時係如第八圖所示先將部份主筋 置於位在下方之u型單元體（7〇) β，而後 ） 筋（73)橫跨於位於下方之心單元體（7〇)兩= ㈣（72)上，再將其餘數量之主筋（Α)置於輔助: 肋（7 3 )上’而後再將另一位於上侧之^型單元體（7 0，）蓋合於u型單元體（7〇)之開口端，並施予 者綁固，再如第九圖所示將各主$(A)分別固定於口形 内部，並且施予固定即可。 由上述之各實施例可知’本創作之技術主要是將箍筋 分割為數個單元體，以利搬運，搬運至基地以後可以快速 地組裝主筋’以提高施工效率，縮短工地施工時間。 【圖式簡單說明】 (一）圖式部分 第圖係本創作第一種實施例之局部立體分解示意圖。 第二圖係本創作第一種實施例之局部平面分解示意圖。 第三圖係本創作第二種實施例之局部平面分解示意圖。 第圖係本創作第二種實施例之局部平面分解示意圖。 第五圖係本創作第四種實施例之平面分解示意圖。 第六圖係本創作第四種實施例之平面組合示意圖。 第七圖係本創作第五種實施例之平面分解示意圖。 第八圖係本創作第五種實施例施工過程之平面組合示意圖 Ο 第九圖係本創作第五種實施例施工完畢之平面組合示意圖 M245245 第十圖係習用箍筋與主筋柱之立體示意圖。 (二）元件代表符號 (1 )箍筋籠 （1 0 0 )主體 ( 1 0 ) ( 3 0 ) (30，）縱向單元體 (11) (21) (31)(41) (51)鋼筋 ( 1 2 ) ( 2 2 ) ( 3 2 ) ( 4 2 ) ( 5 2 )鋼絲 (110) (210) (310) (410)銜接部 ( 2 0 ) ( 4 0 ) (40，）橫向單元體 (5 0 ) L型單元體 (6 0 )箍筋 （A )主筋 10M245245 新型 Description of the new type: The structure of the new technology belongs to the structure of a building, especially a composite beam stirrup. [Previous technology] The construction of the building was originally constructed by digging a foundation on the ground, and then inside the foundation. The vertical and horizontal columnar ground beam steel bars are placed for cement grouting. Each ground wood steel bar is composed of a main steel bar composed of several steel bars and a stirrup outside the steel bar. As shown in Figure 10, the stirrup (60) is a closed frame with four perimeters. During construction, each box j6) is scattered to the construction site and worn one by one. It is placed outside the main tendon (A), and then the hoop tendon (60) and the main tendon ^ are bound to each other with iron wire. However, this method of guarding has several shortcomings1. Poor efficiency ... * The author must move the closed stirrups loosely to the end of the main rib to penetrate, and then move to the desired position f a1 敕 and then recognise the position and adjust the appropriate spacing and height. The release rate is too poor, and the relative cost is too high. It is easy to encounter when construction is impossible. Because of this method, the construction time on the construction site is longer and the weather is not good. (Bu Yu) and construction was impossible. 3 · Not easy to carry · The scattered stirrups are less likely to be carried to the construction site. M245245 [New content] In order to improve the above-mentioned shortcomings, the main purpose of this creation is to provide a combined stirrup structure that handles, improves construction efficiency, and shortens construction time at the construction site. Based on the above-mentioned purpose, the main technical means of this creation is to provide a one-piece and two-piece Mu Ji rib structure, which is connected by a plurality of unit bodies to form a mouth-shaped body, and each early carcass body has several reinforcing bars arranged at intervals. , And several steel wires welded to the two sides of the j bar to fix the reinforcing bars. Each unit system is set at ^ P = joints to weld each other or to fix the joints with metal wires. With the above-mentioned technical means, since several steel bars are connected into a unit body in advance, you can move it to the base and move each unit to the base. Combined with a u-shape, you can sign ΛJ to insert the main rib, and The cover can be closed, so the construction is convenient. #L 坤 & 1, can even improve the existing missing due to poor construction efficiency. 0, [Embodiment] Please refer to the first and second figures, The combined rib structure provided in this creation is a U-shaped body (100) composed of several reserved # 7 early 7G bodies, and a cover body covering the open end of the UJ-shaped wide body (100) (25 hoops II Γ Ί λ J η C 1) 'In the preferred embodiment, the main body (1 0) is set by two gangs a--υ as early as 7 ° body (1) and a connection The horizontal unit (2 0) between two longitudinal '* 〇), wherein the longitudinal and horizontal unit (1Q) (2Q) are provided with several parallel bars (1 1) (2 1) And connect the spot welding of each steel bar (丄 (2 1) steel, wire (i 2) (2 2), and two longitudinal single M245245 (1〇) and horizontal unit body (toward the main body) i square square)) adjacent to each end of which is formed -210, respectively). ° P oblique t-fold connection (ii 〇) (during construction, 'the longitudinal and transverse unit (1) can be combined by wire (1), and then the two longitudinal units are moved to the base. Where the body (1 0) is adjacent to the connecting unit (1 i 〇) (2〗 η> 〇) of the transverse unit body, fix it with the group "(1 Q ^ gold banding or welding), and the body (10 0), and then put the main rib (not shown in the figure into the LJ-shaped main body (200), the cover (2 5) is covered by a steel bar connected to the open end of the Yu-shaped main body (100), outside the main rib The stirrup cage ⑴ needs to be explained here. 2 = = Each joint (110) (...) can be fixed with X selectively, because the stirrup cage (i) is between the main ribs: Mouth, it is necessary to apply "false fixation", which can be used for grouting positioning. ', Please also refer to the second implementation form of the original creation shown in the third figure, the bean still has two vertical units (30) and A mouth-shaped body (丄 〇〇) composed of a transverse unit body (40) connected between the longitudinal unit bodies (30) (the following example illustration shows only a u-shaped body, and Parts are not shown because they are almost the same), the longitudinal unit body (3) is composed of several spaced reinforcing bars (3 1) and steel wires (3 2) welded to fixedly connect each reinforcing bar (3 1), As for the horizontal unit body (40), the reinforcing bar (4 丄) and the steel wire (4 2) are also provided, and the connecting portion (3 丄 〇) (4 1) is provided at the end of the reinforcing bar (3 1) (4 1). 0) are fixed and fixed to each other. In this embodiment, the connecting portion (3 M245245 1 0) (4 1 0) is bent at 90 degrees, so that they belong to different unit bodies (3 0) (4 0). The joints (31〇) (41〇) are respectively combined with the adjacent reinforcing bars (4 1) (3 1). As shown in the fourth figure, this is the third implementation form of this creation, which is the continuation of the second type According to the implementation form, the joint (310 ′) of the reinforcing bar (31 ′) of the longitudinal unit body (30 ′) is bent at ninety degrees, and the reinforcing bar (41 ′) of the transverse unit body (42 ′) is not bent. Fold so that the longitudinal unit body (3 ^ \ 的 接 部 (31〇,) directly connects with the transverse unit body (40,) (: 〇2) 1 "" Please "and partly fixed to form a mouth-shaped stirrup main The fifth and sixth figures show that the main body (100) of the original flute is divided into two and has an implementation form. The stirrup element (50) is a type 1 single L-shaped steel bar in the longitudinal part of the L-shaped unit ( 51) and a plurality of wires (5 2) composed of two wires, two L = steel bars (5 1) steel, and each bar is set in the opposite direction, and constitutes: W-shaped stirrup main body (above 00). And then solidify it, as shown in Figure 7 of this creative unit body group to form a u-shaped main body :: type, which-change the above to 1) with two A U-shaped unit body (—② counts, but rather a stirrup cage (type unit body (70) (γ〇,) ^ (7〇 '), two w 7 1) (7 1 ,,), and welding Junjun: Two free ends of each of the steel bars (steel wires (") (72,)" and "71 (71,)" which are set at intervals and are bent diagonally toward the inside: 1) / 71. No. π folding connection (7 丄 〇) M245245 (7 1 〇) 'During the construction, as shown in the eighth figure, some main tendons are first placed in the u-shaped unit (7〇) β, and then) The ribs (73) straddle the core unit body (70) located on the bottom = ㈣ (72), and then place the remaining number of main ribs (Α) on the auxiliary: ribs (7 3) ', and then place another The ^ -shaped unit body (70,) located on the upper side is covered with the open end of the u-shaped unit body (70), and the donor is tied, and then each main $ (A) is shown separately as shown in the ninth figure It can be fixed to the inside of the mouth and can be fixed. From the above-mentioned embodiments, it can be known that the technique of the present invention is mainly to divide the stirrups into a plurality of unit bodies to facilitate transportation, and the main bars can be quickly assembled after being transported to the base to improve the construction efficiency and shorten the construction site construction time. [Schematic description] (I) Schematic part The figure is a partial three-dimensional exploded schematic view of the first embodiment of this creation. The second figure is a partial plan exploded view of the first embodiment of this creation. The third figure is a partial plan exploded view of the second embodiment of the present creation. The first figure is a partial plan exploded view of the second embodiment of this creation. The fifth figure is a plan exploded view of the fourth embodiment of the present invention. The sixth figure is a schematic plan view of the fourth embodiment of the present invention. The seventh figure is a schematic plan exploded view of the fifth embodiment of the present invention. The eighth picture is the plan combination diagram of the fifth embodiment of the construction process. The ninth picture is the plan combination diagram of the fifth embodiment of the construction after completion. M245245 The tenth picture is the three-dimensional schematic diagram of the conventional stirrup and the main reinforcement column. (2) Symbols of component representation (1) Stirrup cage (1 0 0) main body (1 0) (3 0) (30,) longitudinal unit body (11) (21) (31) (41) (51) steel bar ( 1 2) (2 2) (3 2) (4 2) (5 2) Wire (110) (210) (310) (410) Adapter (2 0) (4 0) (40) 5 0) L-shaped unit body (6 0) stirrup (A) main rib 10