M287845 . 八、新型說明： 【新型所屬之技術領域】 本創作係關於一種環狀鋼筋組合系統；具體而言，本創作係關 於一種環狀鋼筋組合系統，供作建築物結構單元之用。 【先前技術】 . 隨著各式建築物對結構強度要求的提高，箍筋所能提供之設計 強度已為現今工程界結構設計所重視。工程師們均不斷地尋求更有 效率的施工方式。 _ 雜鋼筋目前已廣泛的被使用作為樑柱雜構_筋。在某些 ^型或特殊設計的樑柱結構中，亦會將數個形狀不同的環狀鋼筋相 豐合加以使用。然:而此種疊合僅單純地將環狀鋼筋堆疊，再以鐵絲 绑札或焊接等方式加以固定，故相疊合之環狀鋼筋彼此間的應力傳 遞能力相當有限。 【新型内容】 籲 本創作之主要目的在於提供一種環狀鋼筋組合系統，供作建筚 物結構單元之用。 ’、 μ本創作之另一目的在於提供—觀狀鋼筋組合系統，具有施工 間便之優點。 ^創作之另一目的在於提供一種環狀鋼筋組合系統， 之結構強度。 1 土 第乍之袠狀鋼筋組合系統包含主環狀鋼筋及第-環狀鋼筋。 衣狀鋼肋係在第一方向上套合主環狀鋼筋，且第一環 〈第一部分为筮一 _ 昂二。卩分分別位於主環狀鋼筋之兩側。在較佳實施 5 M287845 ，中’第-環狀鋼筋之第—部分及第二部分係分別抵靠主環狀鋼 肋’使第-環狀鋼筋與主環狀娜夾一角度。 在另一較佳實施例中，環狀鋼筋組合系統進一步包含第二環狀 鋼筋三第二環狀鋼筋係在第二方向上套合主環狀鋼筋，且第二環 2鋼Γ 部分及第二部分分別位於主環狀鋼筋之兩侧。此 _々第一_鋼筋之第—部分及第二部分較佳係分別抵靠第-環 :助’使第二環狀鋼筋與第-環狀鋼筋夾-角度。 及第不同^又计需求，環狀鋼筋組合系統中之第一環狀鋼筋 一展狀鋼筋數量可加以增減。 【實施方式】 創提供一種環狀鋼筋組合系統。以較佳實施例而言，本 示即為nr組合系統係供作建築物之鶴結構之用。圖1所 施例。秋=之诚鋼筋組合系統100與主筋別配合使用之實 之其他i構财，糊村作為建築物 筋歸她例咖2GG及第一環狀鋼 筋_係分:Γ不之實施例中，主環狀鋼筋咖及第一環狀鋼 鋼筋200及第狀鋼筋。然而在不同實施例中，主環狀 例如圓形或多如 亦可分別為不同形狀之環狀鋼筋， 3〇〇 ^1??^ ；；b^ J 200 含以烊接或綁札等方此處所言之連續環狀鋼筋係包 中，主環狀鋼鋼筋。然而在不同實施例 而為不連續之：:械鋼筋30°亦可根據不同設計需求 _助’亦即具有缺口之環狀_，例如U形之 6 M287845 ¥狀鋼筋。 在如圖2所示之實施例中，第一環狀鋼筋3〇〇係在第一方向51〇 上套合主環狀鋼筋2〇〇，且第一環狀鋼筋3〇〇之第一部分31〇及第 一部分320分別位於主環狀鋼筋2〇〇之兩侧。此處所言之在第一 方向上套合’係指在垂直第一方向510所截取的部分斷面中， 第一環狀鋼筋300係位於主環狀鋼筋2〇〇之外圍。此外，此處所 =位於主環狀娜之_彳，係指位於主環細筋2⑼所在之 2面的兩側。如圖2所示之較佳實施例中，第—環狀鋼筋3〇〇之 _ 帛心310及第二部分320係、分別抵靠主環狀鋼筋2〇〇 ,使第- 環狀鋼筋300與主環狀鋼筋200夾一角度。第一部分31〇及第二 Ρ刀320與主環狀鋼筋200抵觸之位置較佳係以鐵絲綁扎以固定 其相對位置。然而在不同實施财，亦可鱗接等其他方式加以 連接。 如圖2所示’主j辰狀鋼筋200内部之區域被第一環狀鋼筋3〇〇 分為三個區域。第-區域係位魅職鋼筋及第一部分 # 310之間。第二區域220位於第一部分310及第二部分320之間。 帛三區域230則位於第二部分32〇及主環狀鋼筋2〇〇之間。在如 圖2所示之較佳實施例中，第一區域21Q及第三區域23()係具有 適當的大小，以供在未來施工時與結構主筋結合。 « ❿在如圖3所示之實施例中，環狀鋼筋組合祕進—步包含第二 %狀鋼筋棚。第二環狀娜獅係在第二方向52〇上套合主環狀 鋼筋200 α及第一環狀娜300,且第二環狀娜棚之第一部分 410及第二部分420分別位於主環狀鋼筋2〇〇之兩側。此處所言之 在第二方向520上套合，係指在垂直第二方向52〇所截取的部分 7 M287845 斷面中’第二環狀鋼筋棚係位於主環狀鋼慕之 於主環狀鋼筋細之兩側，則表示位於主環狀鋼筋勸 面的兩側。此外，如圖2所示，第二環狀鋼筋伽之第 = 及第二部分420係分別抵靠第一環狀鋼筋3〇〇，使第^ :與第-環狀鋼筋央一角度。第一部分及第二部分： 與弟-環狀_咖簡之錄較佳細_魏·定盆相對 位置。脑在硕實施财，亦可轉鱗其他方式加以連接。 圖4a所示為本創作之另一實施例。在杳 合系統包含兩個第-環狀鋼筋·。如圖4所示，兩個== 列並分別套合於主環狀鋼筋200，且分別與主環狀鋼筋 Ο 得門隔^。在如圖4所示之實施例中，兩個第一環狀鋼筋300 2間隔-特疋距離，以利施工時與結構主筋之結合。然而在不同 以例中，兩個第-環狀鋼筋300亦可部分重合，如圖4b所示。 s圖5所示為本創作之另-實施例。在此實施例中，除兩個第-=狀鋼肋300外’環狀鋼筋組合系統同時包含兩個第二環狀鋼筋 m 苎5戶斤示，兩個第一環狀鋼筋400係並列並分別套合於主 雜鋼筋200及第一環狀鋼筋3〇〇，且分別與第一環狀鋼筋獅爽 "Γ角度。在如圖5所示之實施例中，兩個第二環狀鋼筋400係間 隔一特定距離，以利施卫時與結構主筋之結合。 除圖4a及圖5所示實施例外，環狀鋼筋組合系統亦可視設計需 要同時包含其他數量之第一環狀鋼筋_及第二環狀鋼筋獅。 #圖6所不為本創作之另一實施例。在此實施例中，第一環狀鋼 肋300之兩端係明顯伸出於主環狀鋼筋2GG之外，以在其間形成 擴張區域700。此外伸之擴張區域·係供因應不同的設計需要， M287845 例如做為柱結構與雜構接合之用。同時，第二環狀鋼筋獅之 兩端亦可視設計需要明顯伸出於主環狀鋼筋·之外，以在其間 形成擴張區域700。 八日 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 施本創作之侧。必需指出的是，已鑛之實施舰未限制本創作 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為本創作環狀鋼筋組合系統與結構主筋配合使用之實施例； 圖2為本創作環狀鋼筋組合系統之實施例示意圖； 圖3為本創作環狀鋼筋組合系統之另一實施例示意圖； 圖4a為具有兩個第一環狀鋼筋時之實施例示意圖； 圖4b為兩個第一環狀鋼筋部分疊合之實施例示意圖； 圖5為具有兩個第一環狀鋼筋以及兩個第二環狀鋼筋時之實施例 不意圖； 圖6為第一環狀鋼筋及第二環狀鋼筋自主環狀鋼筋外伸之實施例 不意圖。 【主要元件符號說明】 100環狀鋼筋組合系統 110主筋 2〇〇主環狀鋼筋 210第一區域 M287845 220第二區域 230第三區域 300第一環狀鋼筋 310第一部分 320第二部分 400第二環狀鋼筋 410第一部分 420第二部分 510第一方向 520第二方向 700擴張區域M287845 . VIII. New description: [New technical field] This creation is about a kind of annular steel bar combination system; specifically, this creation is about a kind of annular steel bar combination system for building structural unit. [Prior Art] With the improvement of the structural strength requirements of various buildings, the design strength that the stirrups can provide has been paid attention to today's engineering design. Engineers are constantly looking for more efficient construction methods. _ Miscellaneous reinforcement has been widely used as a beam-column structure. In some type or specially designed beam-column structures, several annular reinforcing bars of different shapes are also used in abundance. However, this type of superposition simply stacks the annular reinforcing bars and then fixes them by means of wire binding or welding, so that the stress transfer ability of the overlapping annular reinforcing bars is rather limited. [New content] The main purpose of this creation is to provide a ring-shaped steel composite system for use as a building structural unit. ’, μ Another purpose of this creation is to provide a view-and-reinforcing steel combination system with the advantages of construction. Another purpose of the creation is to provide a structural strength of the annular steel reinforcement system. 1 Soil The first reinforced concrete combination system consists of main annular reinforcement and first-ring reinforcement. The garment-shaped steel rib system fits the main annular reinforcing bar in the first direction, and the first ring <the first part is the first one. The points are located on either side of the main annular reinforcement. In the preferred embodiment 5 M287845, the first portion and the second portion of the 'the first annular reinforcing bar are respectively abutted against the main annular steel ribs' such that the first annular reinforcing bar is at an angle to the main annular. In another preferred embodiment, the annular reinforcing bar combination system further comprises a second annular reinforcing bar, a second annular reinforcing bar, a main annular reinforcing bar in the second direction, and a second ring 2 steel part and the second The two parts are located on both sides of the main annular steel bar. Preferably, the first portion and the second portion of the first _ steel bar are respectively abutted against the first ring: the auxiliary ring is angled with the first annular reinforcing bar. And the difference is the same as the demand, the first annular steel bar in the annular steel bar combined system can increase or decrease the number of expanded steel bars. [Embodiment] An annular rebar combination system is provided. In the preferred embodiment, the nr combination system is intended for use as a crane structure for a building. The example in Figure 1. Autumn = Zhicheng Rebar Combination System 100 and other main components of the use of the main reinforcement, the paste village as a building ribs to her coffee 2GG and the first ring rebar _ system points: Γ 之, in the example, the main The annular steel bar and the first annular steel bar 200 and the first steel bar. However, in different embodiments, the main ring shape, for example, a circular shape or a plurality of annular steel bars of different shapes may be respectively included, 3〇〇^1??^;; b^ J 200 includes a splicing or tying or the like. In the continuous annular reinforcing steel bag described here, the main annular steel bar. However, in different embodiments, it is discontinuous:: 30° of mechanical reinforcement can also be used according to different design requirements. _Help, that is, a ring with a notch, such as a U-shaped 6 M287845 ¥ steel. In the embodiment shown in FIG. 2, the first annular reinforcing bar 3 is fitted with the main annular reinforcing bar 2〇〇 in the first direction 51〇, and the first portion 31 of the first annular reinforcing bar 3〇〇 The first portion 320 is located on both sides of the main annular reinforcing bar 2〇〇. As referred to herein, in the first direction, the first annular reinforcing bar 300 is located at the periphery of the main annular reinforcing bar 2〇〇 in a partial cross section taken in the vertical first direction 510. In addition, where = is located in the main ring, the _ 彳, refers to the two sides of the two sides of the main ring 2 (9). In the preferred embodiment shown in FIG. 2, the first annular ring 3 and the second portion 320 are respectively abutted against the main annular reinforcing bar 2, so that the first annular reinforcing bar 300 An angle is formed with the main annular reinforcing bar 200. Preferably, the first portion 31〇 and the second file 320 are in contact with the main annular reinforcing bar 200 by wire bonding to fix their relative positions. However, in different implementations, it can also be connected in other ways. As shown in Fig. 2, the area inside the main j-shaped reinforcing bar 200 is divided into three regions by the first annular reinforcing bar 3〇〇. The first-regional position is between the rebar and the first part #310. The second region 220 is located between the first portion 310 and the second portion 320. The third region 230 is located between the second portion 32〇 and the main annular reinforcing bar 2〇〇. In the preferred embodiment as shown in Figure 2, the first region 21Q and the third region 23() are suitably sized for bonding to the structural main ribs during future construction. « In the embodiment shown in Fig. 3, the annular reinforcing bar combination secret step comprises a second % steel shed. The second ring-shaped lion is fitted with the main annular reinforcing bar 200 α and the first annular ring 300 in the second direction 52 ,, and the first portion 410 and the second portion 420 of the second annular shed are respectively located in the main ring The sides of the steel bars are 2 。. As referred to herein, the engagement in the second direction 520 refers to the portion of the section 7 M287845 that is intercepted in the second direction 52 垂直. The second annular reinforced shed is located in the main ring. The sides of the steel bars are on both sides of the main ring reinforcement. In addition, as shown in FIG. 2, the second and second portions 420 of the second annular reinforcing bar are respectively abutted against the first annular reinforcing bar 3〇〇 so that the first and the first annular reinforcing bars are at an angle. The first part and the second part: The relatives of the younger brother-ring _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The brain is in the process of implementing the money, and it can also be connected in other ways. Figure 4a shows another embodiment of the present creation. The coupling system consists of two first-ring reinforcements. As shown in Fig. 4, two == columns are respectively fitted to the main annular reinforcing bars 200, and are respectively separated from the main annular reinforcing bars. In the embodiment shown in FIG. 4, the two first annular reinforcing bars 300 2 are spaced apart from each other to facilitate the combination with the main ribs of the structure during construction. However, in different examples, the two first-ring reinforcing bars 300 may also partially overlap, as shown in Figure 4b. Figure 5 is a further embodiment of the present invention. In this embodiment, except for the two first-shaped steel ribs 300, the 'annular steel bar combination system includes two second annular reinforcing bars m 苎 5 jin, and the two first annular reinforcing bars 400 are juxtaposed and It is respectively fitted to the main hybrid steel bar 200 and the first annular steel bar 3〇〇, and respectively with the first ring-shaped steel lion cool "Γ angle. In the embodiment shown in Fig. 5, the two second annular reinforcing bars 400 are spaced apart by a specific distance to facilitate the combination with the main ribs of the structure. Except for the implementation shown in Figures 4a and 5, the annular rebar combination system also needs to include other quantities of the first annular rebar and the second annular reinforced lion. # Figure 6 is another embodiment of the present invention. In this embodiment, both ends of the first annular steel rib 300 are significantly protruded beyond the main annular reinforcing bar 2GG to form an expanded region 700 therebetween. In addition, the expansion area of the extension is due to different design requirements, and the M287845 is used as a column structure and a heterostructure joint. At the same time, the ends of the second annular reinforced lion are also visually designed to extend beyond the main annular reinforcing bar to form an expanded region 700 therebetween. Eighth This creation has been described by the above related embodiments, but the above embodiment is only the side on which the present invention is implemented. It must be pointed out that the implementation of the mine has not restricted the scope of this creation. On the contrary, modifications and equivalents of the spirit and scope of the invention are included in the scope of the present invention. [Simplified illustration of the drawing] Fig. 1 is an embodiment of the combination of the ring-shaped steel bar combined system and the main structure of the structure; Figure 2 is a schematic view of an embodiment of the ring-shaped steel bar combination system; 4 is a schematic view of an embodiment with two first annular reinforcing bars; FIG. 4b is a schematic view of an embodiment in which two first annular reinforcing bars are partially overlapped; FIG. The embodiment of the annular reinforcing bar and the two second annular reinforcing bars is not intended; FIG. 6 is not intended to be an embodiment of the first annular reinforcing bar and the second annular reinforcing bar autonomous annular reinforcing bar. [Description of main component symbols] 100 annular rebar combination system 110 main rib 2 〇〇 main annular rebar 210 first area M287845 220 second area 230 third area 300 first annular rebar 310 first part 320 second part 400 second Annular reinforcement 410 first portion 420 second portion 510 first direction 520 second direction 700 expansion region