M316912 八、新型說明： 【新型所屬之技術領域】 本創作係關於一種供土木工程使用之螺箍柱結構；具體而言， 本創作係.，螺箍柱結構，供作為灌漿成形結構體之骨架。 【先前技術】 隨著各式建賴對結顧度要麵提高，由職_組成之骨 • 架所能提供之設計強度已為現今工程界結構設計所纽。 們均不斷地尋求更經濟更有效率的設計及施工方式。 螺旋鋼筋目前已廣泛的被使用作為樑柱等結構_筋。在某些 大贱特歧㈣餘結射，亦會㈣_筋作騎架主體或 與鋼骨配合制。制是在_結射，微鋼較是被大量的 應用。然而受限於職鋼筋之生產製造技術以及組裝技術，在合 狀設計下，單一螺旋鋼筋所能提供之強度仍然有限。此外，單 -螺旋鋼筋所能形成之斷面形狀亦相對受到限制。 【新型内容】 的在於提_紐結構， 供作為灌襞成形 本創作之主要目 結構體之骨架。 作之另一目的在於提供一種螺箍柱結構，藉 螺箍柱結構，以減少整體結構 構形成 本創作之另-目的在於提供 並料施工效率 #柱結構，可增加結構設計 5 M316912 上之選擇性。 本々創作之_柱結構包含第—螺旋箍與第二螺旋箍。第一螺旋 插及苐-螺方疋捕分別具有複數個間隙，並以軸心並列方式設置。 第-螺旋I!具有接合側，部分插人第二螺旋箍之複數個間隙，以 形成同時位於第-螺旋箱及第二螺旋箱内部之重合區域。螺箱柱 結構並，含軸向設置之軸向鋪。軸鋪鑛第_螺旋箍及第 -職4巾其-相連接，且較佳設置於第—螺_及第二螺旋箱 相互之軸向交會處。 賴城馳包含_鶴。在雛實補巾，_旋箍之接 合_時穿過第-職獻第二職箍之複數個_，部分伸入重 δ區域内。卩形成父豐區域。副螺旋箍較佳亦可設置於本創作螺箍柱 結構靠外側之部分，並伸入外側之螺旋箍間隙内，以提供角隅之結 構強度。藉由加設副螺旋箍，可形成不同的結構體斷面形狀及承載 特性。 【實施方式】 本創作係提供-齡土木X紐敗獅減構。啸佳實施 例而言，此螺箍柱結構係作為結構體之骨架，在此骨架外組模灌 桌以形成結構體。此模造灌漿之程序可依施工需要於預鑄場進 行，亦可於施工現場進行。本創作之螺難結構較佳係採用大尺 寸之螺旋摘，藉組合結構以形成螺箍柱結構。此處所言之大尺寸， 係才曰直徑不小於190公分之螺旋||，鋼筋線徑介於料至之間。 6 M316912 本創作之螺箍柱結構包含第一螺旋箍200及第二螺旋箍3〇〇。 如圖la及圖lb所示，第一螺旋箍2〇〇包含複數個間隙21〇，第二 - 螺旋箍300包含複數個間隙310。在如圖la及圖lb之實施例中， 門隙210及310較佳係具有相同之寬度。然而在不同實施例中， 間隙210及310可具有不同之寬度，例如間隙31〇可具有間隙21〇 兩倍之寬度。 在較佳實施例中，如圖la及圖lb所示，第一螺旋箍2〇〇及第 > 二螺旋箍300均為圓形之螺旋鋪，且截面面積相等。然而在不 同實施例中，第-螺旋箱200及第二螺旋箍3〇〇亦可分別為方形 螺旋箍、橢圓形螺旋箍、多邊形螺旋箍及其他可提供類似功能之 形狀，且截面面積亦可依設計需要而加以改變。此外，第一螺旋 箱200及第二螺旋箍3〇〇較佳為均勻且直之螺旋箍。然而在不同 實施例中，第一螺旋箍200及第二螺旋箍3〇〇亦可因應設計需要 而分別為上窄下寬等各段不均勻之螺旋箍。 .如圖la及圖lb所示，第一螺旋箍2〇〇及第二螺旋箍3〇〇係以 軸心並列方式設置。此處所言之軸心並列係指第一螺旋箍2〇〇及 第二螺旋箍300各自之軸心相互平行。在如圖la及圖lb所示之 實施例中，螺箍柱結構進一步包含至少一軸向鋼筋700。軸向鋼筋 700係沿軸向設置，並與第一螺旋箍200及第二螺旋箍300中其一 相連接。此處所言之連接方式，係包含焊接、絪扎、其他可提供 類似效果的方式及其混合搭配。如圖la及圖lb所示，軸向鋼筋 700可設置於第一螺旋箍2〇〇及第二螺旋箍3〇〇相互之軸向交會 7 M316912 處。此處所言之轴向交會處，係指由軸向觀察可見之交會處，如 圖lb及圖lc所示。軸向鋼筋700可設置於兩螺旋箍交會處之任 一側，並以焊接、綑扎、其他可提供類似效果的方式及其混合搭 配等方法同時或分別與兩螺旋箍連接。 如圖la及圖lb所示，第一螺旋箍200具有接合側220。如圖 lb所示，接合側220之一部分插入第二螺旋箍300之複數個間隙 310 ’並形成同時位於第一螺旋箍2〇〇及第二螺旋箍3〇〇内部之重 | 合區域400。如圖la及圖lb所示，接合側220之兩端設置有軸向 鋼筋700，可界定重合區域400。此處所言之界定重合區域4〇〇， 係指調整接合侧220伸入第二螺旋箍300内部之多募以決定重合 區域400之大小。藉由任意二軸向鋼筋700間所夾弧度之大小， 轴向鋼筋700可調整接合側220伸入第二螺旋箍300内部之多寡， 並可幫助定位第一螺旋箍200及第二螺旋箍300彼此之組合位置。 如圖lb之較佳實施例所示，第一螺旋箍2〇〇之每一間隙21〇 _ 以及第二螺旋箍300之每一間隙310均對應相嵌。然而在不同實 施例中’在適當調整第一螺旋箍200之間隙21〇寬度後，第一螺 旋箍200亦可跳過而不伸入部分之第二螺旋箍3〇〇之間隙31〇。圖 lc所示為圖比實施例之俯視圖。如圖lc所示，螺箍柱結構較佳 係形成具有多邊形斷面之結構體。然而在不同實施例中，螺箍杈 結構之斷面亦可為矩形或橢圓形。 圖2a至圖2d所示為本創作之另一較佳實施例。在此實施例中， 本創作進一步包含副螺旋箍500。如圖2a及圖2b所示，副螺旋箍 8 M316912 500係為圓形螺旋摄’且其截面積小於第一螺旋輕200及第二螺旋 箍300之截面積。然而在不同實施例中，副螺旋鋼筋500亦可分別 為方形螺旋箍、橢圓形螺旋箍、多邊形螺旋箍及其他可提供類似功 能之形狀’且截面面積亦可依設計需要而加以改變。如圖2a及圖 2b所示，副螺旋箍500具有接合側520。在此較佳實施例中，副螺 旋箍500之接合側520同時穿過第一螺旋箍200之複數個間隙21〇 以及弟一螺旋# 300之複數個間隙310，部分伸入重合區域4〇〇内 部形成交疊區域600。在如圖2a及圖2b所示之實施例中，副螺旋 箍500進一步包含至少一軸向鋼筋7〇〇。軸向鋼筋7〇〇係沿軸向設 置於接合側220之兩端，可界定交疊區域600。此處所言之界定交 疊區域600 ’係指調整接合側520伸入重合區域4〇〇内部之多寡以 決定交疊區域600之大小。藉由任意二軸向鋼筋7〇〇間所夾弧度之 大小，軸向鋼筋700可調整接合側52〇伸入重合區域4〇〇内部之多 寡，並可幫助定位副螺旋箍500與第一螺旋箍2〇〇及第二螺旋箍 300彼此間之組合位置。 如圖2a之較佳實施例所示，副螺旋箍5〇〇與第一螺旋箍2㈨之 每-間隙210及第二螺旋箍300之每一間隙31〇均對應減。然 而在不同實施例中，在適當調整副螺旋箍5〇〇之間隙51〇寬度後， 副螺旋箍500亦可跳過而不伸入部分第一螺旋箍細之間隙篇 以及第二螺旋箍3GG之間隙31〇。圖2b至％所示為圖^實施例 之俯視圖。如® 2b至2d所示，_柳輯f要而使用不同截 面積大小之副螺獨可形成不同斷面之柱結構。在此較 9 M316912 仏實把例巾，螺|ϋ柱結構細彡成翻賴面歧形斷面之結構 體。然而在不同實施例中’簡柱結構之斷面亦可為多邊形、方 形或其他形狀。 圖3a至圖3(；所不為本創作之另一較佳實施例。在此實施例中， 本創作之_旋箍5GG係穿過第_螺旋箍·之_ 21()，以部分 伸入第-螺旋箍2GG之中。另—副螺旋箍則穿過第二螺旋箍 3〇〇之間隙310，以部分伸入第二螺旋箍3〇〇之中。如目如及圖 3b所不，兩組副螺旋箍5〇〇設置於第一螺旋箍2〇〇侧，而另兩組 田1i螺旋H 5QG設置於第二螺旋|| 3⑻侧。換言之，副螺旋箍5〇〇 係兩兩對稱設置於本實施例螺箍柱結構之四角位置，供增加本實 化例之角隅結構強度。然而在不同的實施例中，副螺補5〇〇之 數量及設置位置係可依實際設計需要純改變，⑽成不同的結 構體斷面形狀及承載特性，如圖3c所示。 如圖3b及圖3c所示，部分軸向鋼筋7〇〇設置與副螺旋箍5〇〇 連接。此處所言之連接方式，係包含焊接、綑扎、其他可提供類似 效果的方式及其混合搭配。如圖3b所示，軸向鋼筋700亦可設置 於副螺旋箍400與第一螺旋箍200或第二螺旋箍30之軸向交會 處，並以焊接、綑扎、其他可提供類似效果的方式及其混合搭配等 方法同時或分別與兩螺旋箍連接。 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 施本創作之範例。必需指出的是，已揭露之實施例並未限制本創作 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。 M316912 510副螺旋箍之間隙 520接合側 600交疊區域 700軸向鋼筋M316912 VIII. New description: [New technical field] This creation is about a spiral column structure used for civil engineering; specifically, this creation department, the structure of the spiral column, for the skeleton of the grouting structure . [Prior Art] With the improvement of the degree of consideration in various types of construction, the design strength that can be provided by the skeleton of the occupational _ has been the design of the current engineering structure. We are constantly looking for more economical and efficient design and construction methods. Spiral steel bars have been widely used as structures such as beams and columns. In some of the 贱 贱 ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( The system is in _shot, and micro steel is used in a large number of applications. However, due to the manufacturing technology and assembly technology of the steel bars, the strength of the single spiral steel bar is still limited under the combined design. In addition, the shape of the section formed by the single-spiral steel bar is relatively limited. [New content] It is the structure of the main structure of the creation. Another purpose is to provide a spiral hoop structure, which is designed to reduce the overall structure of the structure by the stud structure. The purpose is to provide a construction efficiency #柱结构, which can increase the choice of structural design 5 M316912 Sex. The column structure of Benedict's creation includes a first spiral hoop and a second spiral hoop. The first spiral insert and the 苐-thread square catch each have a plurality of gaps, and are arranged side by side in an axial manner. The first helix I! has a joint side, and a plurality of gaps of the second spiral hoop are partially inserted to form a coincident region which is simultaneously located inside the first screw box and the second screw box. The stud box structure is constructed with an axially laid axial groove. The shaft-splitting first-spindle and the first-seat-sleeve are connected to each other, and are preferably disposed at the axial intersection of the first screw and the second screw. Lai Chengchi contains _ crane. In the case of the squeezing squeezing _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _卩 form a father Feng area. Preferably, the secondary spiral hoop can also be disposed on the outer side of the structure of the present spiral stud and extend into the outer spiral hoop to provide the structural strength of the corner. By adding a secondary spiral hoop, different structural cross-sectional shapes and bearing characteristics can be formed. [Embodiment] This creation department provides - the age-old civil engineering X-null lion reduction. In the case of Xiaojia, the stud structure is used as a skeleton of the structure, and the table is molded outside the skeleton to form a structure. The process of mold filling can be carried out in the market according to the construction needs, or at the construction site. The screw-difficult structure of the present invention is preferably a large-size spiral pick, which is combined to form a spiral column structure. The large size mentioned here is a spiral || with a diameter of not less than 190 cm, and the wire diameter is between the material and the material. 6 M316912 The spiral stud structure of the present invention comprises a first spiral hoop 200 and a second spiral hoop 3〇〇. As shown in FIGS. 1a and 1b, the first spiral band 2〇〇 includes a plurality of gaps 21〇, and the second-spiral band 300 includes a plurality of gaps 310. In the embodiment of Figures la and lb, the gate gaps 210 and 310 preferably have the same width. In various embodiments, however, the gaps 210 and 310 can have different widths, for example, the gap 31 can have a width that is twice the gap 21 。. In the preferred embodiment, as shown in FIGS. 1a and 1b, the first spiral band 2 and the second and second spiral bands 300 are both circular spirals and have the same cross-sectional area. However, in different embodiments, the first spiral case 200 and the second spiral band 3 can also be square spiral hoops, elliptical spiral hoops, polygonal spiral hoops and other shapes that can provide similar functions, and the cross-sectional area can also be Change according to design needs. Further, the first spiral case 200 and the second spiral band 3' are preferably uniform and straight spiral bands. However, in different embodiments, the first spiral hoop 200 and the second spiral hoop 3〇〇 may also be non-uniform helical hoops such as upper narrow and lower width, respectively, according to design requirements. As shown in Figs. 1a and 1b, the first spiral band 2〇〇 and the second spiral band 3 are arranged side by side in an axial direction. The axial juxtaposition referred to herein means that the axes of the first spiral band 2 and the second spiral band 300 are parallel to each other. In the embodiment illustrated in Figures la and lb, the stud structure further includes at least one axial rebar 700. The axial reinforcing bars 700 are axially disposed and coupled to one of the first spiral hoop 200 and the second spiral hoop 300. The connection methods mentioned here include welding, snagging, other ways to provide similar effects and their mix and match. As shown in FIGS. 1a and 1b, the axial reinforcing bars 700 may be disposed at the intersection of the first spiral band 2〇〇 and the second spiral band 3〇〇 with each other at an axial direction of 7 M316912. The axial intersection referred to herein refers to the intersection visible from the axial direction, as shown in Figure lb and Figure lc. The axial reinforcing bars 700 may be disposed on either side of the intersection of the two spiral hoops and joined to the two spiral hoops simultaneously or separately by welding, bundling, other means for providing similar effects, and mixing thereof. As shown in FIGS. 1a and 1b, the first spiral hoop 200 has a joint side 220. As shown in FIG. 1b, one of the engagement sides 220 is partially inserted into the plurality of gaps 310' of the second spiral ferrule 300 and forms a re-engagement region 400 that is simultaneously located inside the first helical ferrule 2〇〇 and the second helical ferrule 3〇〇. As shown in Figures la and lb, the ends of the joint side 220 are provided with axial reinforcing bars 700 that define the coincident region 400. The definition of the coincident region 4 herein refers to the adjustment of the engagement side 220 into the interior of the second spiral hoop 300 to determine the size of the coincident region 400. The axial reinforcement 700 can adjust the amount of engagement of the engagement side 220 into the interior of the second spiral hoop 300 by the amount of curvature of any of the two axial reinforcements 700, and can help locate the first spiral hoop 200 and the second spiral hoop 300. The position of each other. As shown in the preferred embodiment of FIG. 1b, each gap 21〇_ of the first spiral band 2〇〇 and each gap 310 of the second spiral band 300 are correspondingly embedded. However, in various embodiments, after the gap 21 〇 width of the first spiral hoop 200 is properly adjusted, the first spiral hoop 200 may also skip without extending into a portion of the gap 31 〇 of the second spiral band 3〇〇. Figure lc shows a top view of the embodiment of the graph. As shown in Fig. 1c, the stud structure preferably forms a structure having a polygonal cross section. However, in various embodiments, the cross-section of the threaded ridge structure may also be rectangular or elliptical. Another preferred embodiment of the present invention is illustrated in Figures 2a through 2d. In this embodiment, the present work further includes a secondary spiral hoop 500. As shown in Fig. 2a and Fig. 2b, the sub-spiral 8 M316912 500 is a circular spiral lens and has a cross-sectional area smaller than that of the first spiral light 200 and the second spiral band 300. However, in various embodiments, the secondary spiral bars 500 may also be square spiral hoops, elliptical spiral hoops, polygonal spiral hoops, and other shapes that provide similar functions' and the cross-sectional area may be varied as desired. As shown in Figures 2a and 2b, the secondary helix cuff 500 has a joint side 520. In the preferred embodiment, the engaging side 520 of the secondary spiral hoop 500 simultaneously passes through the plurality of gaps 21 of the first spiral hoop 200 and the plurality of gaps 310 of the first spiral #300, partially extending into the coincident region 4〇〇. An overlap region 600 is formed inside. In the embodiment shown in Figures 2a and 2b, the secondary helix cuff 500 further includes at least one axial reinforcing bar 7〇〇. The axial reinforcing bars 7 are axially disposed at opposite ends of the engaging side 220 to define an overlapping region 600. As used herein, the defined overlap region 600' refers to adjusting the amount of engagement of the engagement side 520 into the interior of the coincident region 4 to determine the size of the overlap region 600. The axial reinforcing bar 700 can adjust the amount of the engaging side 52〇 into the inside of the overlapping area 4〇〇 by the curvature of any two axial reinforcing bars 7〇〇, and can help locate the secondary spiral hoop 500 and the first spiral. The combined position of the hoop 2〇〇 and the second spiral hoop 300 with each other. As shown in the preferred embodiment of Fig. 2a, each of the gaps 5〇〇 of the first spiral band 5〇〇 and the first spiral band 2 (9) and the second spiral band 300 are correspondingly reduced. However, in different embodiments, after appropriately adjusting the width of the gap 51〇 of the auxiliary spiral band 5〇〇, the secondary spiral band 500 may also skip without extending into the portion of the first spiral band and the second spiral band 3GG. The gap is 31〇. 2b to % are top views of the embodiment of Fig. 2. As shown in the ® 2b to 2d, the column structure of different sections can be formed by using the sub-screws of different cross-sectional areas. Here, the structure of the snail and the snail column is finely smashed into the structure of the sloping surface. However, in various embodiments, the section of the 'sinline column structure may also be polygonal, square or other shape. 3a to 3(; another preferred embodiment of the present invention is not in the present embodiment. In this embodiment, the crease 5GG of the present invention passes through the _spindle _ 21() to partially extend Into the first-helix hoop 2GG. The other-side spiral hoop passes through the gap 310 of the second spiral hoop 3〇〇 to partially extend into the second spiral hoop 3〇〇. As shown in Figure 3b The two sets of secondary spiral hoops 5〇〇 are disposed on the side of the first spiral hoop 2〇〇, and the other two sets of 1i spiral H 5QG are disposed on the second spiral || 3 (8) side. In other words, the secondary spiral hoop 5 is tied two by two. The symmetry is disposed at the four corners of the structure of the screw column of the embodiment to increase the strength of the corner structure of the embodiment. However, in different embodiments, the number and position of the auxiliary screw 5 can be designed according to the actual design. It needs to be changed purely, (10) into different structural section shape and bearing characteristics, as shown in Fig. 3c. As shown in Fig. 3b and Fig. 3c, part of the axial reinforcing bars 7〇〇 are connected with the secondary spiral hoop 5〇〇. The way the connection is made includes welding, bundling, other ways to provide similar effects, and their mix and match, as shown in Figure 3b. The reinforcing steel 700 may also be disposed at an axial intersection of the secondary spiral hoop 400 and the first spiral hoop 200 or the second spiral hoop 30, and simultaneously welded, bundled, and other methods that provide similar effects and their mixing and matching methods. Or the two spiral ferrules are respectively connected. The present invention has been described by the above related embodiments, but the above embodiments are merely examples for implementing the present invention. It should be noted that the disclosed embodiments do not limit the scope of the present invention. Modifications and equal settings of the spirit and scope of the application are included in the scope of this creation. M316912 510 secondary spiral hoop clearance 520 joint side 600 overlap area 700 axial reinforcement