TWM538963U - Column stirrup structure - Google Patents

Column stirrup structure Download PDF

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Publication number
TWM538963U
TWM538963U TW105218586U TW105218586U TWM538963U TW M538963 U TWM538963 U TW M538963U TW 105218586 U TW105218586 U TW 105218586U TW 105218586 U TW105218586 U TW 105218586U TW M538963 U TWM538963 U TW M538963U
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Taiwan
Prior art keywords
longitudinal main
main ribs
rib
column stirrup
ribs
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TW105218586U
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Chinese (zh)
Inventor
Sung-Lieh Lin
Chen-Yen Yang
Chien-Hua Chen
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Fabulous Int Holding Pty Ltd
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Priority to TW105218586U priority Critical patent/TWM538963U/en
Publication of TWM538963U publication Critical patent/TWM538963U/en

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Description

柱箍筋結構 Column stirrup structure

一種柱箍筋結構,尤指一種框架化,大小同一化且可用以在施作時防呆的柱箍筋結構 A column stirrup structure, especially a framed stirrup structure that is framed, sized, and can be used to prevent fooling during application

鋼筋此類之建材,對於現代混凝土建築來說,是一個在結構安全上近乎不可缺少的材料。透過不同的使用方式,可以有效的增強建築的結構安全性以及抗震能力。 Reinforced steel building materials are a material that is almost indispensable for structural safety for modern concrete buildings. Through different ways of using, it can effectively enhance the structural safety and seismic resistance of the building.

然而,現在雖已經有繁多不及備載的強化結構綁紮或交織方式,用以提高建築的結構安全性,但是仍存在有諸多的缺失。例如,許多安全的結構其綁紮或交織方式困難且複雜,在現場施作的工人不見得都理解或懂得結構力學的狀況下,容易發生施作錯誤的狀況。 However, although there are already many reinforced or tied structures that are not ready for loading, to improve the structural safety of the building, there are still many shortcomings. For example, many secure structures are difficult and complicated to tie or intertly, and it is prone to misbehavior in situations where workers working on the site do not necessarily understand or understand structural mechanics.

在某些結構中,一個部份的疏失便有可能會直接影響到整體建築結構的安全性。因此,如何將建築施作的現場,立即快速簡單地讓所有人都能模組化、標準程序化便成為急需解決的課題。 In some structures, a partial loss may directly affect the safety of the overall building structure. Therefore, how to quickly and easily make the construction of the building and standard programming become a problem that needs to be solved.

若以柱子的鋼筋結構為例,以往的結構中,時常會出現未模組化的框架結構產生固定不全的狀況。框架無法緊束主筋的結果,就會導致建築體本身支撐結構上產生安全的疑慮。 Taking the steel bar structure of the column as an example, in the conventional structure, the unmodulated frame structure is often incompletely fixed. The result of the frame's inability to tighten the main ribs leads to safety concerns in the building's own support structure.

為解決先前技術所提及的問題,本創作提供了一種柱箍筋結構。所述柱箍筋結構包含一基面、複數個縱向主筋以及至少一框體。 To solve the problems mentioned in the prior art, the present invention provides a column stirrup structure. The column stirrup structure includes a base surface, a plurality of longitudinal main ribs, and at least one frame.

其中,該複數個縱向主筋立於該基面上,且該複數個縱向主筋由俯視觀看排列為中空四邊形。而該至少一框體套於所有該複數個縱向主筋上。 Wherein the plurality of longitudinal main ribs stand on the base surface, and the plurality of longitudinal main ribs are arranged in a hollow quadrilateral shape in a plan view. And the at least one frame is sleeved on all of the plurality of longitudinal main ribs.

其中,每個該至少一框體由一筋體構成,且該筋體包含一第一端及一第二端,該第一端以135~180度回鉤其中之一該複數個縱向主筋後於同一平面上圍繞該複數個縱向主筋,直至該第二端以135~180度回鉤另一該複數個縱向主筋。 Each of the at least one frame body is composed of a rib body, and the rib body includes a first end and a second end, and the first end is hooked back to one of the plurality of longitudinal main ribs at 135-180 degrees. The plurality of longitudinal main ribs are surrounded by the same plane until the second end slashes the other longitudinal main ribs by 135-180 degrees.

而由該筋體圍繞之該框體主要包含一外框部及複數個內框部。 The frame surrounded by the rib body mainly includes an outer frame portion and a plurality of inner frame portions.

所述外框部為四邊形,該外框部的大小與該複數個縱向主筋由俯視觀看排列之四邊形相等,而該複數個內框部由該筋體垂直交疊而成。前述該筋體之該第一端及該第二端回鉤於該外框部任意相鄰之兩邊。 The outer frame portion has a quadrangular shape, and the size of the outer frame portion is equal to a quadrilateral shape of the plurality of longitudinal main ribs arranged in a plan view, and the plurality of inner frame portions are vertically overlapped by the ribs. The first end and the second end of the rib are hooked back to any adjacent sides of the outer frame portion.

以上對本創作的簡述,目的在於對本創作之數種面向和技術特徵作一基本說明。創作簡述並非對本創作的詳細表述,因此其目的不在特別列舉本創作的關鍵性或重要元件,也不是用來界定本創作的範圍,僅為以簡明的方式呈現本創作的數種概念而已。 The above brief description of this creation aims to provide a basic explanation of several aspects of the creation and technical features of the creation. The creation brief is not a detailed description of the creation, so its purpose is not to specifically enumerate the key or important elements of the creation, nor to define the scope of the creation, but to present several concepts of the creation in a concise manner.

10‧‧‧框體 10‧‧‧ frame

100‧‧‧筋體 100‧‧‧ ribs

101‧‧‧第一端 101‧‧‧ first end

102‧‧‧第二端 102‧‧‧ second end

103‧‧‧外框部 103‧‧‧Outer frame

104‧‧‧內框部 104‧‧‧Inside frame

200‧‧‧縱向主筋 200‧‧‧ longitudinal main tendons

300‧‧‧中央線 300‧‧‧Central Line

圖1為本創作實施例施作於縱向主筋上時之結構示意圖。 Fig. 1 is a schematic view showing the structure of the present embodiment when applied to a longitudinal main rib.

圖2(a)~2(f)為本創作框體之所有實施例的結構示意圖。 2(a) to 2(f) are schematic structural views of all embodiments of the creation frame.

為能瞭解本創作的技術特徵及實用功效,並可依照說明書的內容來實施,茲進一步以如圖式所示的較佳實施例,詳細說明如後:請參照圖1,圖1為本創作實施例施作於縱向主筋上時之結構示意圖。如圖1所示,本創作之實施例主要係由複數個縱向主筋200及套於其上的至少一框體10所構成。 In order to understand the technical features and practical functions of the present invention, and to implement according to the contents of the specification, the following is a detailed description of the preferred embodiment as shown in the following figure: Please refer to FIG. A schematic view of the structure when applied to the longitudinal main ribs. As shown in FIG. 1, the embodiment of the present invention is mainly composed of a plurality of longitudinal main ribs 200 and at least one frame 10 sleeved thereon.

為了形成完整的柱子三維結構,至少一框體10於完成施作時實際上會以一定間距綁紮疊合併套於複數個縱向主筋200上。且每個框體10的四個角或四個邊皆緊靠著每根複數個縱向主筋200。 In order to form a complete three-dimensional structure of the column, at least one of the frames 10 is actually spliced and folded over the plurality of longitudinal main ribs 200 at a certain interval when the application is completed. And each of the four corners or four sides of each frame 10 abuts each of the plurality of longitudinal main ribs 200.

為能更明白本創作所有可能之柱箍筋結構實施例及框體10中詳細的結構,請同時參照圖2(a)~2(f),圖2(a)~2(f)為本創作框體之所有實施例的結構示意圖。 In order to better understand the possible structure of the column stirrup structure and the detailed structure of the frame 10, please refer to Fig. 2(a)~2(f), Fig. 2(a)~2(f) A schematic diagram of the structure of all embodiments of the authoring frame.

本創作之所以提供如圖2(a)~2(f)中所載之實施例子,係因柱子本身之形狀、面積設計與整體建築的結構力學及美學設計上存在著直接的相關性。 The reason why this creation provides the implementation examples shown in Figures 2(a)~2(f) is that there is a direct correlation between the shape and area design of the column itself and the structural mechanics and aesthetic design of the overall building.

首先如前述圖1及圖2(a)所示,本創作實施例之柱箍筋結構包含基面(圖未示,實際上可以依照施工現場決定為樓板或地板等)、複數個縱向主筋200以及至少一框體10。 First, as shown in FIG. 1 and FIG. 2( a ), the column stirrup structure of the present embodiment includes a base surface (not shown, actually may be determined as a floor or a floor according to the construction site), and a plurality of longitudinal main bars 200. And at least one frame 10.

其中,如圖1所示一般,複數個縱向主筋200立於基 面上,更精確來說,本實施例之複數個縱向主筋200係垂直立於基面上。 Wherein, as shown in FIG. 1 , a plurality of longitudinal main ribs 200 stand on the base. On the face, more precisely, the plurality of longitudinal main ribs 200 of the present embodiment are vertically standing on the base surface.

本實施例中,複數個縱向主筋200由俯視觀看排列為中空四邊形。而前述之框體10套於所有該複數個縱向主筋上。 In this embodiment, the plurality of longitudinal main ribs 200 are arranged in a hollow quadrilateral shape in a plan view. The aforementioned frame 10 is sleeved on all of the plurality of longitudinal main ribs.

在本實施例中,每個框體10由筋體100構成,可用以實施之筋體100為鋼筋或鋼線,本創作並不加以限制。其中筋體100包含第一端101及第二端102。 In the present embodiment, each frame 10 is composed of a rib 100, and the rib 100 that can be used is a steel bar or a steel wire, and the creation is not limited. The rib 100 includes a first end 101 and a second end 102.

前述提及之第一端101可以135~180度回鉤其中之一縱向主筋200後於同一平面上圍繞複數個縱向主筋200,直至第二端102以135~180度回鉤另一縱向主筋200。 The first end 101 mentioned above may retrace one of the longitudinal main ribs 200 at 135-180 degrees and then surround the plurality of longitudinal main ribs 200 on the same plane until the second end 102 retraces another longitudinal main rib 200 at 135-180 degrees. .

如圖2(a)所示,由筋體100圍繞形成之框體10主要包含外框部103及複數個內框部104。為方便解說,圖2(a)僅標示出外框部103的其中一邊,實際上外框部應包含所有與複數個縱向主筋200緊靠的筋體100(本實施例總計由四個邊構成完整之外框部103)。 As shown in FIG. 2(a), the frame 10 formed by the rib 100 mainly includes an outer frame portion 103 and a plurality of inner frame portions 104. For convenience of explanation, FIG. 2(a) only indicates one side of the outer frame portion 103. Actually, the outer frame portion should include all the ribs 100 abutting against the plurality of longitudinal main ribs 200 (this embodiment is composed of four sides in total. Outside frame portion 103).

因此,所述外框部103為四邊形,且外框部的大小與複數個縱向主筋200由俯視觀看排列之四邊形相等,而所述複數個內框部104由筋體100垂直交疊而成。圖2(a)之實施例中,複數個內框部104為單層九宮格狀。 Therefore, the outer frame portion 103 has a quadrangular shape, and the size of the outer frame portion is equal to a quadrangular shape in which a plurality of longitudinal main ribs 200 are arranged in a plan view, and the plurality of inner frame portions 104 are vertically overlapped by the ribs 100. In the embodiment of Fig. 2(a), the plurality of inner frame portions 104 are of a single layer nine-grid lattice.

本實施例將複數個內框部104設計為單層九宮格狀的原因係本實施例之複數個縱向主筋200由俯視觀看排列為中空四邊形所致,中空部分之中央並未有設有縱向主筋200,因此並 不需要製作為一層以上之結構用以綁紮。 The reason why the plurality of inner frame portions 104 are designed as a single-layer nine-grid lattice in this embodiment is that the plurality of longitudinal main ribs 200 of the present embodiment are arranged in a plan view as a hollow quadrilateral, and the central portion of the hollow portion is not provided with the longitudinal main ribs 200. And therefore It is not necessary to make a structure of more than one layer for tying.

而在本實施例中,筋體100之第一端101及第二端102回鉤於外框部103任意相鄰之兩邊。透過這種結構,可以讓本創作實施例以最簡單之結構為前提之下達到施作標準化、模組化並進而防呆之效果。 In the present embodiment, the first end 101 and the second end 102 of the rib 100 are hooked back to any two adjacent sides of the outer frame portion 103. Through this structure, the creation embodiment can achieve the effect of standardization, modularization, and thus foolproofing under the premise of the simplest structure.

接著如圖2(b)所示,本創作記載於圖2(a)~2(f)中之所有實施例,其內框部104的整體結構係沿至少-中央線300對稱。本創作係舉以圖2(b)之實施例據以說明之。 Next, as shown in Fig. 2(b), the present invention is described in all of the embodiments of Figs. 2(a) to 2(f), and the overall structure of the inner frame portion 104 is symmetrical along at least the center line 300. This creation is based on the embodiment of Figure 2(b).

該對稱之結構除了有助於整體完工之柱箍筋結構穩定及均勻受力之外,更具有防呆的功效。於現場工人施作時,可以快速的對位並將框體10安裝於複數個縱向主筋200上。 The symmetrical structure not only contributes to the stability and uniform stress of the column rib structure which is completed as a whole, but also has a foolproof effect. When the field worker is working, the frame 10 can be quickly aligned and mounted on the plurality of longitudinal main ribs 200.

而藉由圖2(c)~圖2(f)中所載的實施例,可得而知的是本創作之實施例可以施作於多種大小及面積的柱子中,具有相當大的結構施作彈性空間。 2(c) to 2(f), it can be seen that the embodiment of the present invention can be applied to columns of various sizes and areas, and has a relatively large structure. Make a flexible space.

惟以上所述者,僅為本創作之較佳實施例而已,當不能以此限定本創作實施之範圍,即依本創作申請專利範圍及說明內容所作之簡單的等效變化與修飾,皆仍屬本創作涵蓋之範圍內。 However, the above is only the preferred embodiment of the present invention. When it is not possible to limit the scope of the creative implementation, the simple equivalent changes and modifications made according to the scope and description of the patent application are still It is within the scope of this creation.

10‧‧‧框體 10‧‧‧ frame

200‧‧‧縱向主筋 200‧‧‧ longitudinal main tendons

Claims (5)

一種柱箍筋結構,包含:一基面;複數個縱向主筋,立於該基面上,且該複數個縱向主筋由俯視觀看排列為中空四邊形;以及至少一框體,套於所有該複數個縱向主筋上;其中,每個該至少一框體由一筋體構成;該筋體包含一第一端及一第二端,該第一端以135~180度回鉤其中之一該複數個縱向主筋後於同一平面上圍繞該複數個縱向主筋,直至該第二端以135~180度回鉤另一該複數個縱向主筋;該筋體圍繞之該框體主要包含:一外框部,為四邊形,該外框部的大小與該複數個縱向主筋由俯視觀看排列之四邊形相等;複數個內框部,該複數個內框部由該筋體垂直交疊而成;該第一端及該第二端回鉤於該外框部任意相鄰之兩邊。 A column stirrup structure comprising: a base surface; a plurality of longitudinal main ribs standing on the base surface, wherein the plurality of longitudinal main ribs are arranged in a plan view as a hollow quadrilateral; and at least one frame body covering all of the plurality of The longitudinal main rib; wherein each of the at least one frame is composed of a rib; the rib body comprises a first end and a second end, and the first end is hooked back to one of the plurality of longitudinal directions by 135 to 180 degrees After the main ribs, the plurality of longitudinal main ribs are surrounded on the same plane until the second end slashes the other longitudinal main ribs by 135-180 degrees; the frame surrounding the rib body mainly comprises: an outer frame portion, a quadrangular shape, the size of the outer frame portion being equal to a quadrilateral shape of the plurality of longitudinal main ribs arranged in a plan view; a plurality of inner frame portions, the plurality of inner frame portions being vertically overlapped by the ribs; the first end and the first end The second end is hooked back to any adjacent side of the outer frame portion. 如請求項1所述之柱箍筋結構,其中該複數個內框部的整體結構係沿至少一中央線對稱。 The column stirrup structure of claim 1, wherein the integral structure of the plurality of inner frame portions is symmetrical along at least one central line. 如請求項1所述之柱箍筋結構,其中該筋體為鋼筋或鋼線。 The column stirrup structure of claim 1, wherein the tendon is a steel bar or a steel wire. 如請求項1所述之柱箍筋結構,其中該複數個縱向主筋垂直立於該基面上。 The column stirrup structure of claim 1, wherein the plurality of longitudinal main ribs stand perpendicularly to the base surface. 如請求項1所述之柱箍筋結構,其中該複數個內框部為單層九宮格狀。 The column stirrup structure according to claim 1, wherein the plurality of inner frame portions are a single layer nine-grid lattice shape.
TW105218586U 2016-12-06 2016-12-06 Column stirrup structure TWM538963U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI663310B (en) * 2018-01-03 2019-06-21 莊國榮 Double single hook reinforcement method for improving column axial force and column toughness and its finished product

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI663310B (en) * 2018-01-03 2019-06-21 莊國榮 Double single hook reinforcement method for improving column axial force and column toughness and its finished product
US10584492B2 (en) 2018-01-03 2020-03-10 Hsun-Jen Chuang Double winding reinforcement method and product made by the same

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