TWM576182U - Composite confinement stirrup for column structure - Google Patents

Composite confinement stirrup for column structure Download PDF

Info

Publication number
TWM576182U
TWM576182U TW107211190U TW107211190U TWM576182U TW M576182 U TWM576182 U TW M576182U TW 107211190 U TW107211190 U TW 107211190U TW 107211190 U TW107211190 U TW 107211190U TW M576182 U TWM576182 U TW M576182U
Authority
TW
Taiwan
Prior art keywords
inner ring
stirrup
composite
column frame
frame
Prior art date
Application number
TW107211190U
Other languages
Chinese (zh)
Inventor
戴雲發
游輝任
Original Assignee
戴雲發
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 戴雲發 filed Critical 戴雲發
Priority to TW107211190U priority Critical patent/TWM576182U/en
Priority to CN201821581928.3U priority patent/CN209443667U/en
Publication of TWM576182U publication Critical patent/TWM576182U/en

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

本創作係揭露一種用於柱體結構之複合式圍束箍筋,其係包含外柱框、以及設置於該外柱框內部的複數個內環結構,該外柱框及該些內環結構係利用多支鋼筋彎折並組合而成,能夠供複數條用於支撐柱體結構的豎筋穿設並綁紮;另外,該複合式圍束箍筋能夠以統一結構規格大量生產製造,使得鋼筋結構的綁紮定位更為簡易與簡單化,綁紮的鋼筋工班也能夠迅速精準地完成鋼筋結構設計者的設計要求。如此一來可以減少工人綁紮固定所需的時間以及避免人為差異所造成的施工缺陷,更能夠進一步加強柱體結構的耐震性。The present invention discloses a composite perforated stirrup for a column structure, which comprises an outer column frame and a plurality of inner ring structures disposed inside the outer column frame, the outer column frame and the inner ring structures The utility model utilizes a plurality of steel bars to be bent and combined, and can be used for a plurality of vertical ribs for supporting the column structure to be worn and bundled; in addition, the composite harness stirrup can be mass-produced by a uniform structural specification, so that the steel bars are The ligature positioning of the structure is simpler and simpler, and the reinforced steel work class can quickly and accurately complete the design requirements of the steel structure designer. In this way, the time required for the workers to be tied and fixed, and the construction defects caused by human differences can be reduced, and the earthquake resistance of the column structure can be further enhanced.

Description

用於柱體結構之複合式圍束箍筋Composite harness stirrup for cylindrical structure

本創作是有關於一種鋼筋結構,特別是有關於一種用於柱體結構之複合式圍束箍筋。This creation relates to a steel structure, and in particular to a composite harness stirrup for a cylindrical structure.

建築物早期以石塊、磚塊及木材等材料搭建,工業化後建築結構大部份是以鋼筋混泥土(Reinforced Concrete,RC)為主,早期建築規範並未考慮到耐震設計,加上施工品質欠佳和經年累月的風吹雨打,而材料老化、劣化或加蓋改變結構體等,導致超出原先設計,老舊建築結構於地震發生時常常因耐震力不足而發生倒塌、崩損、毀壞等災害。因此,目前美國、日本、甚至我國都已將耐震設計之箍筋規範大幅修訂,其內容包括縮小間距、增加繫筋、嚴格要求彎鉤等,使得柱體內的主鋼筋、以及箍筋猶如格網般密集,以增強圍束效果;然而,如此一來卻也導致施工的難度大幅提高,不僅施工品質可靠度不易控制且增加施工所需時間,更是增加整體作業成本。The building was built with materials such as stones, bricks and wood. The industrial structure was mostly based on Reinforced Concrete (RC). The early building codes did not consider seismic design, plus construction quality. Unsatisfactory and windy rains over the years, and the aging, deteriorating or capping of structural materials, etc., lead to more than the original design. Old buildings are often collapsed, collapsed, destroyed, etc. due to insufficient earthquake resistance during earthquakes. . Therefore, at present, the United States, Japan, and even China have greatly revised the hoop specifications for seismic design, including narrowing the spacing, increasing the tendons, and strictly requiring hooks, so that the main steel bars and the stirrups in the column are like grids. It is densely packed to enhance the effect of the surrounding beam; however, this also leads to a significant increase in the difficulty of construction. Not only is the construction quality reliability difficult to control and the construction time is increased, but the overall operating cost is also increased.

承上所述,提高箍筋的數目及密度,雖然對於鋼筋混凝土柱體在抗震性上有正面的助益,但在施工上則增加相當大的困難性,不但施工成本提高,施工的時間亦增長。因此,如何能夠在建造結構體時能具有優異的結構強度特性,又可同時兼顧材料取得方便及施工簡易快速等要求,是本創作的主要目標。As mentioned above, increasing the number and density of stirrups, although it has positive effects on the seismic resistance of reinforced concrete columns, adds considerable difficulty in construction, not only the construction cost is increased, but also the construction time. increase. Therefore, it is the main goal of this creation how to have excellent structural strength characteristics when constructing structures, and at the same time, taking into account the convenience of materials and simple and quick construction.

有鑑於上述習知技藝之問題,本創作之目的就是在提供一種用於柱體結構之複合式圍束箍筋,係利用多支鋼筋彎折並組合而成,能夠供複數條用於支撐柱體結構的豎筋穿設並綁紮;另外,該複合式圍束箍筋能夠以統一結構規格大量生產製造,使得鋼筋結構的綁紮定位更為簡易與簡單化,綁紮的鋼筋工班也能夠迅速精準地完成鋼筋結構設計者的設計要求In view of the above-mentioned problems of the prior art, the purpose of the present invention is to provide a composite type of hoop stirrup for a column structure, which is formed by bending and combining a plurality of steel bars, and can be used for supporting columns. The vertical ribs of the body structure are worn and bundled; in addition, the composite type of hoop stirrups can be mass-produced in a uniform structural specification, so that the ligature positioning of the steel structure is simpler and simpler, and the reinforced steel work class can be quickly and accurately Complete the design requirements of the steel structure designer

換言之,本創作可以提充一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、至少一個第一內環、及至少一個第二內環所構成,其中該外柱框、該第一內環、及該第二內環係分別由一支鋼筋經彎折而形成之封閉結構;以及該第一內環及該第二內環係設置在該外柱框內部,且該第一內環及該第二內環互為垂直。In other words, the present invention can provide a composite perforated stirrup for a column structure, which is composed of at least an outer column frame, at least one first inner ring, and at least one second inner ring, wherein the outer portion a closed structure formed by bending a steel bar, the first inner ring, and the second inner ring system respectively; and the first inner ring and the second inner ring system are disposed inside the outer cylindrical frame And the first inner ring and the second inner ring are perpendicular to each other.

根據本創作之一實施例,其中該第一內環為複數個,且各該第一內環係沿同一軸向平行排列。According to an embodiment of the present invention, the first inner ring is plural, and each of the first inner ring systems is arranged in parallel along the same axial direction.

根據本創作之一實施例,其中該第二內環為複數個,且各該第二內環係沿同一軸向平行排列。According to an embodiment of the present invention, the second inner ring is plural, and each of the second inner ring systems is arranged in parallel along the same axial direction.

另外,本創作還可以提供一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、一第三內環、及一第四內環所構成;其中該外柱框、該第三內環、及該第四內環係分別由一支鋼筋經彎折而形成之封閉結構;該第三內環及該第四內環係設置在該外柱框內部,且該第三內環及該第四內環互為垂直;該第三內環之內部具有至少一個第三迴圈;以及該第四內環之內部具有至少一個第四迴圈。In addition, the present invention can also provide a composite surrounding stirrup for a column structure, which is composed of at least an outer column frame, a third inner ring, and a fourth inner ring; wherein the outer column frame The third inner ring and the fourth inner ring are each a closed structure formed by bending a steel bar; the third inner ring and the fourth inner ring are disposed inside the outer column frame, and the The third inner ring and the fourth inner ring are perpendicular to each other; the inner portion of the third inner ring has at least one third loop; and the inner portion of the fourth inner ring has at least one fourth loop.

根據本創作之一實施例,其中該至少一個第三迴圈為複數個,且各該第三迴圈係沿同一軸向平行排列設置。According to an embodiment of the present invention, the at least one third loop is a plurality of, and each of the third loops is arranged in parallel along the same axial direction.

根據本創作之一實施例,其中該至少一個第四迴圈為複數個,且各該第四迴圈係沿同一軸向平行排列設置。According to an embodiment of the present invention, the at least one fourth loop is plural, and each of the fourth loops is arranged in parallel along the same axial direction.

又,本創作亦可以一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、至少一個第五內環、及一第六內環所構成;其中該外柱框及該第五內環係由一支鋼筋經彎折而形成之封閉結構,該第五內環設置於該外柱框的內部;該第六內環係設置在該外柱框的內部,且與該第五內環互為垂直;以及第六內環之內部具有至少一個第六迴圈。Moreover, the present invention may also be a composite type of tendon stirrup for a column structure, which is composed of at least an outer column frame, at least one fifth inner ring, and a sixth inner ring; wherein the outer column frame And the fifth inner ring is a closed structure formed by bending a steel bar, the fifth inner ring is disposed inside the outer column frame; the sixth inner ring is disposed inside the outer column frame, and And the fifth inner ring is perpendicular to each other; and the inner portion of the sixth inner ring has at least one sixth loop.

根據本創作之一實施例,其中該至少一個第五內環為複數個,且各該第五內環係沿同一軸向平行排列設置。According to an embodiment of the present invention, the at least one fifth inner ring is plural, and each of the fifth inner rings is arranged in parallel along the same axial direction.

根據本創作之一實施例,其中該至少一個第六迴圈為複數個,且各該第六封閉迴圈係沿同一軸向平行排列設置。According to an embodiment of the present invention, the at least one sixth loop is a plurality of, and each of the sixth closed loops is arranged in parallel along the same axial direction.

根據本創作之一實施例,其中進一步包含一內柱框,該內柱框係由一支鋼筋經彎折而形成之封閉結構或開放式之螺旋狀結構;該內柱框係設置於該外柱框之幾何形心的位置並與該第一內環及/或該第二內環固接。According to an embodiment of the present invention, further comprising an inner column frame, the inner column frame is a closed structure formed by bending a steel bar or an open spiral structure; the inner column frame is disposed outside the outer column frame The geometric centroid of the cylindrical frame is positioned and fixed to the first inner ring and/or the second inner ring.

根據本創作之一實施例,其中構成該外柱框、該第一內環、第二內環、第三內環、第四內環、第五內環、第六內環、及該內柱框的鋼筋兩端係以焊接或搭接而形成封閉結構。According to an embodiment of the present invention, the outer column frame, the first inner ring, the second inner ring, the third inner ring, the fourth inner ring, the fifth inner ring, the sixth inner ring, and the inner column are formed The ends of the reinforcing bars of the frame are welded or overlapped to form a closed structure.

根據本創作之一實施例,其中構成該外柱框、該第一內環、第二內環、第三內環、第四內環、第五內環、第六內環、及該內柱框的鋼筋兩端分別設有錨定彎鉤。According to an embodiment of the present invention, the outer column frame, the first inner ring, the second inner ring, the third inner ring, the fourth inner ring, the fifth inner ring, the sixth inner ring, and the inner column are formed Anchoring hooks are respectively arranged at two ends of the reinforcing bars of the frame.

在以下,針對本創作有關之複合式圍束箍筋的構成及技術內容等,列舉各種適用的實例並配合參照隨文所附圖式而加以詳細地説明;然而,本創作當然不是限定於所列舉之該等的實施例、圖式或詳細說明內容而已。又,在以下配合參考圖式之各實施例的詳細說明中,將可清楚呈現,以下實施例所提到的方向用語,例如:「上」、「下」、「左」、「右」、「前」、「後」等,僅是參考附加圖示的方向。因此,使用的方向用語是用來說明,而並非用來限制本創作。In the following, the composition and technical contents of the composite hoop stirrups related to the present creation are enumerated, and various applicable examples are listed and explained in detail with reference to the accompanying drawings; however, the creation is of course not limited to the The embodiments, drawings, or detailed description are listed. Further, in the following detailed description of various embodiments of the reference drawings, the directional terms mentioned in the following embodiments, such as "upper", "down", "left", "right", "Before", "After", etc., only refer to the direction of the additional illustration. Therefore, the directional terminology used is used to illustrate, not to limit the creation.

再者,熟悉此項技術之業者亦當明瞭:所列舉之實施例與所附之圖式僅提供參考與說明之用,並非用來對本創作加以限制者;能夠基於該等記載而容易實施之修飾或變更而完成之創作,亦皆視為不脫離本創作之精神與意旨的範圍內,當然該等創作亦均包括在本創作之申請專利範圍內。In addition, those skilled in the art will recognize that the embodiments and the accompanying drawings are only for the purpose of illustration and description, and are not intended to limit the scope of the invention; The creations made by modification or alteration are also considered to be within the scope of the spirit and purpose of the creation. Of course, such creations are also included in the scope of the patent application for this creation.

首先,參閱圖1,其為顯示本創作之第一實施例之示意圖。如圖1所示,該複合式圍束箍筋是由外柱框10、複數個第一內環20、及複數個第二內環30所構成。First, referring to Fig. 1, there is shown a schematic diagram showing a first embodiment of the present creation. As shown in FIG. 1, the composite harness stirrup is composed of an outer column frame 10, a plurality of first inner rings 20, and a plurality of second inner rings 30.

該外柱框10、該些第一內環20、及該些第三內環30分別由一支鋼筋經彎折後而形成之封閉結構。在本實施例中,該外柱框10、該第一內環20、及第二內環30皆約略構成矩形之封閉結構,其中該外柱框10所構成的面積大於該第一內環20、及第二內環30所構成的面積,且該第一內環20、及第二內環30皆設置在該外柱框10的內部。The outer column frame 10, the first inner rings 20, and the third inner rings 30 are respectively formed by a closed structure formed by bending a steel bar. In this embodiment, the outer column frame 10, the first inner ring 20, and the second inner ring 30 both form a rectangular closed structure, wherein the outer column frame 10 has an area larger than the first inner ring 20 And an area formed by the second inner ring 30, and the first inner ring 20 and the second inner ring 30 are disposed inside the outer column frame 10.

該些第一內環20係沿著X軸方向平行排列於該外柱框的內部,在此實施例中,該些第一內環20的數量為三個,但並不以此為限,第一內環20的數量可以是一個或是複數個;而當第一內環20的數量為複數個時,各該第一內環20所形成的矩形面積可以是相同或是不相同。The number of the first inner rings 20 is three, but not limited thereto, in the embodiment, the number of the first inner rings 20 is three. The number of the first inner rings 20 may be one or plural. When the number of the first inner rings 20 is plural, the rectangular areas formed by the first inner rings 20 may be the same or different.

又,該些第二內環30係沿著Y軸方向平行排列於該外柱框10的內部,因此該些第二內環30是與該些第一內環20相互垂直疊合固接,在此實施例中,該些第二內環30的數量為兩個,但並不以此為限,第二內環30的數量可以是一個或是複數個;而當第二內環30的數量為複數個時,各該第二內環30所形成的矩形面積可以是相同或是不相同。Moreover, the second inner rings 30 are arranged in parallel with the outer frame 10 in the Y-axis direction. Therefore, the second inner rings 30 are vertically overlapped and fixed to the first inner rings 20, In this embodiment, the number of the second inner rings 30 is two, but not limited thereto, and the number of the second inner rings 30 may be one or plural; and when the second inner ring 30 is When the number is plural, the rectangular areas formed by the second inner rings 30 may be the same or different.

接著,請參閱圖2,其為顯示本創作之第二實施例。如圖2所示,在此實施例中,該複合式圍束箍筋是由外柱框10、第三內環40、及第四內環50所構成。與前述實施例相同地,該外柱框10、該第三內環40、及該第四內環50分別由一支鋼筋經彎折後而形成之封閉結構,該外柱框10、該第三內環40、及該第四內環50皆約略構成矩形之封閉結構,並且該第三內環40、及第四內環50係互為垂直交疊固接在該外柱框10的內部。Next, please refer to FIG. 2, which shows a second embodiment of the present creation. As shown in FIG. 2, in this embodiment, the composite harness stirrup is composed of an outer column frame 10, a third inner ring 40, and a fourth inner ring 50. In the same manner as the foregoing embodiment, the outer column frame 10, the third inner ring 40, and the fourth inner ring 50 are respectively formed by a closed structure formed by bending a steel bar, and the outer column frame 10, the first The three inner rings 40 and the fourth inner ring 50 both form a rectangular closed structure, and the third inner ring 40 and the fourth inner ring 50 are vertically overlapped and fixed to each other inside the outer column frame 10. .

本實施例與前述實施例的差異在於,該第三內環40的內部還具有至少一個第三迴圈401,該些第三迴圈401與該第三內環40是由同一支鋼筋彎折所形成,且該些第三迴圈401在該第三內環40的內部形成約略為矩形之封閉結構。各該第三迴圈401係沿著X軸方向平行排列於該第三內環40的內部,在此實施例中,該些第三迴圈401的數量為兩個,但並不以此為限,第三迴圈401的數量可以是一個或是複數個;而當第三迴圈401的數量為複數個時,各該第三迴圈401所形成的矩形面積可以是相同或是不相同。The difference between this embodiment and the foregoing embodiment is that the inside of the third inner ring 40 further has at least one third loop 401, and the third loop 401 and the third inner ring 40 are bent by the same steel bar. Formed, and the third loops 401 form an approximately rectangular closed structure inside the third inner ring 40. Each of the third loops 401 is arranged in parallel along the X-axis direction inside the third inner ring 40. In this embodiment, the number of the third loops 401 is two, but this is not The number of the third loops 401 may be one or plural. When the number of the third loops 401 is plural, the area of the rectangle formed by the third loops 401 may be the same or different. .

另外,該第四內環50的內部同樣地具有至少一個第四迴圈501,該第四迴圈501與該第四內環50是由同一支鋼筋彎折所形成之封閉結構。該第四迴圈501在該第四內環50的內部形成約略為矩形之形狀,並且沿著Y軸方向平行排列於該第四內環50的內部,在此實施例中,該些第四迴圈501的數量為1個,但並不以此為限,第四迴圈501的數量可以是一個或是複數個;而當第四迴圈501的數量為複數個時,各該第四迴圈501所形成的矩形面積可以是相同或是不相同。In addition, the interior of the fourth inner ring 50 similarly has at least one fourth loop 501, and the fourth loop 501 and the fourth inner ring 50 are closed structures formed by bending the same steel bar. The fourth loop 501 forms an approximately rectangular shape inside the fourth inner ring 50 and is arranged in parallel along the Y-axis direction inside the fourth inner ring 50. In this embodiment, the fourth loops The number of loops 501 is one, but not limited thereto. The number of fourth loops 501 may be one or plural; and when the number of loops 501 is plural, each of the fourth The area of the rectangle formed by the loop 501 may be the same or different.

接著,參閱圖3,其為顯示本創作之第三實施例之示意圖。在此實施例中,本創作之複合式圍束箍筋是由外柱框10、複數個第五內環60、及第六內環70所構成。與前述實施例的差別在於,該外柱框10和該些第五內環60是由同一支鋼筋彎折所構成之封閉結構。因此該些第五內環60是透過鋼筋依序連接,並與該外柱框10相連接;該些第五內環60在該外柱框10的內部形成約略為矩形之封閉結構,並且各該第五內環60係沿著X軸方向平行排列。Next, referring to FIG. 3, it is a schematic diagram showing a third embodiment of the present creation. In this embodiment, the composite harness stirrup of the present invention is composed of an outer column frame 10, a plurality of fifth inner rings 60, and a sixth inner ring 70. The difference from the foregoing embodiment is that the outer column frame 10 and the fifth inner rings 60 are closed structures formed by bending the same steel bar. Therefore, the fifth inner rings 60 are sequentially connected through the reinforcing bars and connected to the outer column frame 10; the fifth inner rings 60 form an approximately rectangular closed structure inside the outer column frame 10, and each The fifth inner rings 60 are arranged in parallel along the X-axis direction.

另外,該第六內環70則是由另一支鋼筋彎折而形成之封閉結構,該第六內環70的內部具有至少一個該第六迴圈701,該些第六迴圈701與該第六內環70是由同一支鋼筋彎折所形成;該些第六迴圈701在該第六內環70的內部形成約略為矩形之封閉結構,並且各該第六迴圈701係沿著Y軸方向平行排列,使得該些第六迴圈701與該些第五內環60是垂直交疊固設與該在此實施例中,該些第六迴圈701的數量為一個,但並不以此為限,第六迴圈701的數量可以是一個或是複數個;而當第四迴圈501的數量為複數個時,各該第六迴圈701形成的矩形面積可以是相同或是不相同。In addition, the sixth inner ring 70 is a closed structure formed by bending another steel bar. The inner portion of the sixth inner ring 70 has at least one sixth loop 701, and the sixth loop 701 and the The sixth inner ring 70 is formed by bending the same steel bar; the sixth loops 701 form an approximately rectangular closed structure inside the sixth inner ring 70, and each of the sixth loops 701 is along The Y-axis directions are arranged in parallel such that the sixth loops 701 and the fifth inner loops 60 are vertically overlapped and fixed. In this embodiment, the number of the sixth loops 701 is one, but Without limitation, the number of the sixth loops 701 may be one or plural; and when the number of the fourth loops 501 is plural, the rectangular areas formed by the sixth loops 701 may be the same or It is not the same.

又,根據本創作之技術思想,該用於柱體結構之複合式圍束箍筋還可以進一步包含內柱框。請參閱圖4A至圖4C,其為分別顯示本創作之第一實施例至第三實施例中之複合式圍束箍筋增設內柱框的結構示意圖。Moreover, according to the technical idea of the present creation, the composite harness stirrup for the column structure may further comprise an inner column frame. Please refer to FIG. 4A to FIG. 4C , which are structural diagrams showing the addition of the inner column frame of the composite type of hoop stirrups in the first embodiment to the third embodiment of the present invention, respectively.

如圖4A至圖4C所示,該內柱框80係設置該外柱框10之幾何形心的位置, 並且配合各實施例所示之不同結構,分別與該第一內環20、第二內環30、第三內環40、第四內環50、第五內環60、及第六內環70互為組合。As shown in FIG. 4A to FIG. 4C, the inner column frame 80 is disposed at a position of a geometric centroid of the outer column frame 10, and is matched with the different structures shown in the respective embodiments, respectively, with the first inner ring 20 and the second. The inner ring 30, the third inner ring 40, the fourth inner ring 50, the fifth inner ring 60, and the sixth inner ring 70 are combined with each other.

根據本創作之技術思想,該內柱框80是由一支鋼筋彎折而形成之封閉結構,如圓形、橢圓形、矩形、三角形、多邊形等任意幾何圖形,如圖6A所示之圓形結構;或者該內柱框80也可以是由一支鋼筋彎折而形成開放式之螺旋狀結構,如圖6B及圖6C所示之立體螺旋狀結構及平面螺旋狀結構。According to the technical idea of the present creation, the inner column frame 80 is a closed structure formed by bending a steel bar, such as a circle, an ellipse, a rectangle, a triangle, a polygon, or the like, as shown in FIG. 6A. The inner cylindrical frame 80 may be bent by a steel bar to form an open spiral structure, such as a three-dimensional spiral structure and a planar spiral structure as shown in FIGS. 6B and 6C.

另外,在本創作中之各實施例中,構成各該外柱框10、該第一內環20、第二內環30、第三內環40、第四內環50、第五內環60、及第六內環70之鋼筋兩端係以焊接、或搭接而形成封閉結構;又,當該內柱框80為封閉結構時,構成該內柱框80之鋼筋兩端亦可以經由以焊接、或搭接而成形。再者,構成該外柱框10、該第一內環20、該第二內環30、第三內環40、第四內環50、第五內環60、第六內環70、及該內柱框70的鋼筋兩端也可以進一步設置錨定彎鉤(未圖示),該錨定彎鉤的彎折角度為不小於135度。In addition, in each of the embodiments of the present invention, each of the outer column frame 10, the first inner ring 20, the second inner ring 30, the third inner ring 40, the fourth inner ring 50, and the fifth inner ring 60 are formed. And the ends of the reinforcing bars of the sixth inner ring 70 are welded or lapped to form a closed structure; and when the inner column frame 80 is a closed structure, the ends of the reinforcing bars constituting the inner column frame 80 can also pass through Formed by welding or lap joint. Furthermore, the outer column frame 10, the first inner ring 20, the second inner ring 30, the third inner ring 40, the fourth inner ring 50, the fifth inner ring 60, the sixth inner ring 70, and the outer ring frame 10 An anchor hook (not shown) may be further disposed at both ends of the reinforcing bar of the inner column frame 70, and the bending angle of the anchor hook is not less than 135 degrees.

接著,以下以第一實施例所示之結構來說明本創作之複合式圍束箍筋的應用。請參閱圖7,其為顯示使用本創作之複合式圍束箍筋的柱體結構的組裝示意圖;該柱體結構P包括複數支豎筋P1及複數個複合式圍束箍筋P2,該些豎筋是作為支撐柱體結構P之軸向所用的鋼筋,與地面垂直且相互平行地間隔設置,而該複數個複合式圍束箍筋P2則是在柱體結構P之徑向上間隔地套設於該等豎筋P1上。其中各個複合式圍束箍筋P2中的外柱框、第一內環、及第二內環的個彎折點皆與一支豎筋P1固接,而該內柱框係與至少與四支該豎筋P1相互對稱均布固接,固接方式在此不限定,可以是經由綁固或焊接等方式。Next, the application of the composite harness stirrup of the present invention will be described below with the structure shown in the first embodiment. Please refer to FIG. 7 , which is a schematic view showing the assembly of a column structure using the composite surrounding stirrup of the present invention; the column structure P includes a plurality of vertical ribs P1 and a plurality of composite hull stirrups P2. The vertical rib is a reinforcing bar used as the axial direction of the supporting column structure P, which is perpendicular to the ground and spaced apart from each other, and the plurality of composite surrounding band stirrups P2 are spaced apart in the radial direction of the column structure P. It is arranged on the vertical ribs P1. The bending points of the outer column frame, the first inner ring, and the second inner ring of each composite surrounding stirrup P2 are all fixed with a vertical rib P1, and the inner column frame is at least four The vertical ribs P1 are symmetrically and uniformly fixed to each other, and the fixing manner is not limited thereto, and may be by way of tying or welding.

藉此,在進行安裝作業時,只需要將該些複合式圍束箍筋直接與所欲圍束的豎筋套接固定,即可迅速的完成柱體結構組裝作業;再者,同一柱體所使用的該些複合式圍束箍筋皆具有相同的結構設計,因此可以事先在工廠進行標準化大量製作後再運送至工地現場進行組裝。如此一來可以有效降低工人綁紮固定所需的時間以及避免人為差異所造成的施工缺陷,並且能夠進一步加強柱體結構的耐震性。Therefore, when performing the installation work, only the composite type of hoop stirrups need to be directly fixed with the vertical ribs of the desired bundle, so that the assembly of the column structure can be completed quickly; The composite hoop stirrups used have the same structural design, so they can be standardized and mass-produced in the factory before being transported to the site for assembly. In this way, the time required for the workers to be tied and fixed and the construction defects caused by human differences can be effectively reduced, and the earthquake resistance of the column structure can be further enhanced.

以上,雖然已經以如上的實施例舉例而詳細說明瞭本創作的內容,然而本創作並非僅限定於此等實施方式而已。本創作所屬技術領域中具有通常知識者應當能夠明瞭並理解:在不脫離本創作的精神和範圍內,當可再進行各種的更動與修飾;例如,將前述實施例中所例示的各技術內容加以組合或變更而成為新的實施方式,此等實施方式也當然視為本創作所屬內容。因此,本案所欲保護的範圍也包括後述的申請專利範圍及其所界定的範圍。In the above, although the contents of the present creation have been described in detail by way of the above embodiments, the present invention is not limited to the embodiments. It will be apparent to those skilled in the art that the present invention can be modified and modified without departing from the spirit and scope of the present invention; for example, the technical contents exemplified in the foregoing embodiments. Combinations or changes to become new implementations, and such implementations are of course considered to be the subject of this creation. Therefore, the scope of protection to be covered in this case also includes the scope of the patent application described below and the scope defined by it.

10‧‧‧外柱框10‧‧‧Outer column

20‧‧‧第一內環 20‧‧‧ First inner ring

30‧‧‧第二內環 30‧‧‧Second inner ring

40‧‧‧第三內環 40‧‧‧ Third inner ring

401‧‧‧第三迴圈 401‧‧‧ third lap

50‧‧‧第四內環 50‧‧‧ fourth inner ring

501‧‧‧第四迴圈 501‧‧‧ fourth round

60‧‧‧第五內環 60‧‧‧ fifth inner ring

70‧‧‧第六內環 70‧‧‧ sixth inner ring

701‧‧‧第六迴圈 701‧‧‧ sixth loop

80‧‧‧內柱框 80‧‧‧ inner column

P‧‧‧柱體結構 P‧‧‧Cylinder structure

P1‧‧‧豎筋 P1‧‧‧ vertical reinforcement

P2‧‧‧複合式圍束箍筋 P2‧‧‧Composite wall stirrups

圖1係顯示本創作之第一實施例之示意圖。 圖2為顯示本創作之第二實施例之示意圖。 圖3為顯示本創作之第三實施例之示意圖。 圖4A至圖4C為分別顯示圖1至圖3中之複合式圍束箍筋增設內柱框的結構示意圖。 圖5A至圖5C為分別顯示本創作中之內柱框的結構示意圖。 圖6為顯示使用本創作之複合式圍束箍筋的柱體結構的組裝示意圖。Figure 1 is a schematic view showing a first embodiment of the present creation. Figure 2 is a schematic view showing a second embodiment of the present creation. Fig. 3 is a schematic view showing a third embodiment of the present creation. 4A to 4C are schematic structural views showing the addition of the inner column frame of the composite type of hoop stirrups in FIGS. 1 to 3, respectively. 5A to 5C are schematic views respectively showing the structure of the inner column frame in the present creation. Fig. 6 is a schematic view showing the assembly of a column structure using the composite type of tendon stirrup of the present invention.

Claims (12)

一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、至少一個第一內環、及至少一個第二內環所構成,其中 該外柱框、該第一內環、及該第二內環係分別由一支鋼筋經彎折而形成之封閉結構;以及 該第一內環及該第二內環係設置在該外柱框內部,且該第一內環及該第二內環互為垂直。A composite perforated stirrup for a column structure, which is composed of at least an outer column frame, at least one first inner ring, and at least one second inner ring, wherein the outer column frame, the first inner portion The ring and the second inner ring are each a closed structure formed by bending a steel bar; and the first inner ring and the second inner ring are disposed inside the outer frame, and the first inner ring And the second inner ring is perpendicular to each other. 如請求項1所記載之用於柱體結構之複合式圍束箍筋,其中該第一內環為複數個,且各該第一內環係沿同一軸向平行排列。The composite harness stirrup for the column structure described in claim 1, wherein the first inner ring is plural, and each of the first inner ring systems is arranged in parallel along the same axial direction. 如請求項1所記載之用於柱體之複合式圍束箍筋,其中該第二內環為複數個,且各該第二內環係沿同一軸向平行排列。The composite bead stirrup for a cylinder according to claim 1, wherein the second inner ring is plural, and each of the second inner rings is arranged in parallel along the same axial direction. 一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、一第三內環、及一第四內環所構成;其中 該外柱框、該第三內環、及該第四內環係分別由一支鋼筋經彎折而形成之封閉結構; 該第三內環及該第四內環係設置在該外柱框內部,且該第三內環及該第四內環互為垂直; 該第三內環之內部具有至少一個第三迴圈;以及 該第四內環之內部具有至少一個第四迴圈。A composite perforated stirrup for a column structure, which is composed of at least an outer column frame, a third inner ring, and a fourth inner ring; wherein the outer column frame, the third inner ring, And the fourth inner ring system is respectively formed by a bending structure formed by bending a steel bar; the third inner ring and the fourth inner ring system are disposed inside the outer column frame, and the third inner ring and the first inner ring The four inner rings are perpendicular to each other; the inner portion of the third inner ring has at least one third loop; and the inner portion of the fourth inner ring has at least one fourth loop. 如請求項4所記載之用於柱體結構之複合式圍束箍筋,其中該至少一個第三迴圈為複數個,且各該第三迴圈係沿同一軸向平行排列設置。The composite harness stirrup for the column structure described in claim 4, wherein the at least one third loop is plural, and each of the third loops is arranged in parallel along the same axial direction. 如請求項4所記載之用於柱體結構之複合式圍束箍筋,其中該至少一個第四迴圈為複數個,且各該第四迴圈係沿同一軸向平行排列設置。The composite harness stirrup for the column structure described in claim 4, wherein the at least one fourth loop is plural, and each of the fourth loops is arranged in parallel along the same axial direction. 一種用於柱體結構之複合式圍束箍筋,其係至少由一外柱框、至少一個第五內環、及一第六內環所構成;其中 該外柱框及該第五內環係由一支鋼筋經彎折而形成之封閉結構,該第五內環設置於該外柱框的內部; 該第六內環係設置在該外柱框的內部,且與該第五內環互為垂直;以及 第六內環之內部具有至少一個第六迴圈。A composite perforated stirrup for a column structure, which is composed of at least an outer column frame, at least one fifth inner ring, and a sixth inner ring; wherein the outer column frame and the fifth inner ring a closed structure formed by bending a steel bar, the fifth inner ring is disposed inside the outer column frame; the sixth inner ring is disposed inside the outer column frame, and the fifth inner ring The ones are perpendicular to each other; and the interior of the sixth inner ring has at least one sixth loop. 如請求項7所記載之用於柱體結構之複合式圍束箍筋,其中該至少一個第五內環為複數個,且各該第五內環係沿同一軸向平行排列設置。The composite harness stirrup for the column structure described in claim 7, wherein the at least one fifth inner ring is plural, and each of the fifth inner rings is arranged in parallel along the same axial direction. 如請求項7所記載之用於柱體結構之複合式圍束箍筋,其中該至少一個第六迴圈為複數個,且各該第六封閉迴圈係沿同一軸向平行排列設置。The composite perforated stirrup for the column structure described in claim 7, wherein the at least one sixth loop is plural, and each of the sixth closed loops is arranged in parallel along the same axial direction. 如請求項1至9中任一項所記載之用於柱體結構之複合式圍束箍筋,其中進一步包含一內柱框,該內柱框係由一支鋼筋經彎折而形成之封閉結構或開放式之螺旋狀結構;該內柱框係設置於該外柱框之幾何形心的位置並與該第一內環及/或該第二內環互為組合。The composite type of tendon stirrup for a column structure according to any one of claims 1 to 9, further comprising an inner column frame closed by bending a steel bar The structure or the open spiral structure; the inner column frame is disposed at a position of the geometric centroid of the outer column frame and is combined with the first inner ring and/or the second inner ring. 如請求項10所記載之用於柱體結構之複合式圍束箍筋,其中構成該外柱框、該第一內環、第二內環、第三內環、第四內環、第五內環、第六內環、及該內柱框的鋼筋兩端係以焊接或搭接而形成封閉結構。The composite surrounding stirrup for the column structure described in claim 10, wherein the outer frame, the first inner ring, the second inner ring, the third inner ring, the fourth inner ring, and the fifth The inner ring, the sixth inner ring, and the ends of the reinforcing bars of the inner column frame are welded or overlapped to form a closed structure. 如請求項11所記載之用於柱體結構之複合式圍束箍筋,其中構成該外柱框、該第一內環、第二內環、第三內環、第四內環、第五內環、第六內環、及該內柱框的鋼筋兩端分別設有錨定彎鉤。The composite surrounding stirrup for the column structure described in claim 11, wherein the outer frame, the first inner ring, the second inner ring, the third inner ring, the fourth inner ring, and the fifth The inner ring, the sixth inner ring, and the two ends of the reinforcing bar of the inner column frame are respectively provided with anchoring hooks.
TW107211190U 2018-08-15 2018-08-15 Composite confinement stirrup for column structure TWM576182U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
TW107211190U TWM576182U (en) 2018-08-15 2018-08-15 Composite confinement stirrup for column structure
CN201821581928.3U CN209443667U (en) 2018-08-15 2018-09-27 Composite type surrounding hoop rib for cylinder structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW107211190U TWM576182U (en) 2018-08-15 2018-08-15 Composite confinement stirrup for column structure

Publications (1)

Publication Number Publication Date
TWM576182U true TWM576182U (en) 2019-04-01

Family

ID=66996882

Family Applications (1)

Application Number Title Priority Date Filing Date
TW107211190U TWM576182U (en) 2018-08-15 2018-08-15 Composite confinement stirrup for column structure

Country Status (2)

Country Link
CN (1) CN209443667U (en)
TW (1) TWM576182U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI700417B (en) * 2019-07-26 2020-08-01 蔡欣妤 Three-dimensional structure of building steel bar and its cylindrical transverse closed bundle structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI700417B (en) * 2019-07-26 2020-08-01 蔡欣妤 Three-dimensional structure of building steel bar and its cylindrical transverse closed bundle structure

Also Published As

Publication number Publication date
CN209443667U (en) 2019-09-27

Similar Documents

Publication Publication Date Title
JP2009203681A (en) Rock fall preventing structure and rock fall preventing method
JP3223582U (en) Reinforcement structure of seismic building
JPH11152745A (en) Structure of pile to be formed in site
TWI694199B (en) Reinforced cage and shape recovery method of reinforced cage
TWM576181U (en) Column confinement stirrup for steel frame and steel reinforced concrete strengthened seismic resistance structure
TWM576182U (en) Composite confinement stirrup for column structure
JP6633362B2 (en) Reinforcement structure of steel concrete frame
JP5596638B2 (en) Winding rebar
JP4802111B2 (en) Long structure and steel rebar members
JP7373039B2 (en) Construction method of structure and assembly method of assembled structure
TWM597797U (en) Steel bar earthquake-resistant structure of building post
TWM576184U (en) Earthquake resistant reinforcement parts and earthquake resistant column structure for improving displacement flexibility of building structural column
JP7157401B2 (en) Joint structure of column-center-column assembly type restraint
TWM621077U (en) Seismic structural column and its double-core steel bar structure
JP6402060B2 (en) Foundation structure and construction method of foundation structure
TWM617080U (en) Column confining assembly and seismic column steel bar structure containing the column confining assembly
TWM581618U (en) Steel reinforced concrete shock-proof reinforcement structure and column confinement stirrup structure thereof
JPH11286940A (en) Hillside erosion control net ring and construction method of hillside erosion control net using the ring
TWM517222U (en) Bonding structure of steel bar for wall surface
TWI769048B (en) Seismic Structural Column and Its Double-Core Reinforced Structure
JPH05263421A (en) Column type earth retaining wall
TWM458425U (en) Rebar coupling structure of dual-core quake resistant column
JP7483569B2 (en) Outer shell PCa member piece of column and outer shell PCa member of column
JPS6321605Y2 (en)
TW201900993A (en) Seismic reinforcing structure with continuously integral stirrup