TWM418142U - Anti-buckling energy-dissipating support and axial force component - Google Patents
Anti-buckling energy-dissipating support and axial force component Download PDFInfo
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- TWM418142U TWM418142U TW100213284U TW100213284U TWM418142U TW M418142 U TWM418142 U TW M418142U TW 100213284 U TW100213284 U TW 100213284U TW 100213284 U TW100213284 U TW 100213284U TW M418142 U TWM418142 U TW M418142U
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Description
M418142 五、新型說明: 【新型所屬之技術領域】 本新型是有關於一種防挫屈消能支撐’特別是指一種具有長柱狀軸 力構件的防挫屈消能支撐。 【先前技術】 圖1所示為目前一般的防挫屈消能支撐(Buckling Restrained Braces,簡稱BRB),包含一轴力構件81及一圍束單元82,而軸力構 件81呈板狀,包括一中央部811、二端部812及一加勁部814,也就是 中央部811及二端部812的厚度都相同,而端部812截面積大於中央部 811,這樣受到外力時,因截面積差異使得消能效應便會主要發生在中 央部811,又因中央部811受圍束單元82完全包覆,產生額外的徑向 束制力,加強防止挫屈的效果。因此,在製造軸力構件81時,都是將 一長方形鋼板中央部適當裁切去除一部分,但裁切掉的部分就浪費掉 了,另一方面,為了增加轴力構件81的勁度,通常會再銲接加勁部814, 但提供的效果仍有限。 【新型内容】 因此,本新型的目的,就是提供一種免裁切且具有高勁度軸力構件 的防挫屈消能支撐。 於是,本新型防挫屈消能支撐包含一軸力構件及一圍束構件。該軸 力構件包括至少-長柱狀本體、至少一第一肋板及至少一第二肋板,該 本體具有沿轴向依序連接的一第-端部、-中央部及-第二端部’該第 —端部具有至少—第—側表面,該第二端部具有至少-第二側表面,該 第-肋板輝接於該第—側表面,且其板面實質垂直該第_側表面,該第 二肋板銲接於該第二側表面,且其板面實f垂直該第二側表面;該圍束 3 M418142 構件包覆該軸力構件,並使該第—肋板及第二肋板部分出露,且對該軸 力構件產生徑向束制力。 其中’該第一側表面與第一肋板的數量為對應的多數個,每—第一 側表面上對應鲜接一第一肋板。 進一步地’該第一側表面與第一肋板的數量皆為偶數,且該等第一 肋板是相對該本體經向對稱地分布。 更進一步地,該第—肋板的數量為對應的多數個,且該第一側表面 上鲜接複數個第一肋板。M418142 V. New description: [New technical field] The present invention relates to an anti-frustration energy dissipation support, in particular to an anti-frustration energy dissipation support having a long columnar axial force member. [Prior Art] FIG. 1 shows a conventional Buckling Restrained Braces (BRB), which includes an axial force member 81 and a surrounding unit 82, and the axial force member 81 has a plate shape, including A central portion 811, two end portions 812 and a stiffening portion 814, that is, the central portion 811 and the two end portions 812 have the same thickness, and the end portion 812 has a larger cross-sectional area than the central portion 811, so that when the external force is applied, the cross-sectional area is different. The energy dissipation effect is mainly caused by the central portion 811, and the central portion 811 is completely covered by the surrounding unit 82, which generates an additional radial beam force and enhances the effect of preventing frustration. Therefore, in the manufacture of the axial force member 81, a central portion of a rectangular steel plate is appropriately cut and removed, but the cut portion is wasted, and on the other hand, in order to increase the stiffness of the axial force member 81, usually The stiffener 814 will be welded again, but the effect provided is still limited. [New content] Therefore, the object of the present invention is to provide an anti-frustration energy dissipation support that is cut-free and has a high-strength axial force member. Thus, the novel anti-frustration energy dissipating support comprises an axial force member and a surrounding beam member. The axial force member comprises at least a long columnar body, at least one first rib and at least one second rib, the body having a first end, a central portion and a second end sequentially connected in the axial direction The 'the first end has at least a first side surface, the second end has at least a second side surface, the first rib is fused to the first side surface, and the plate surface is substantially perpendicular to the first a side surface, the second rib is welded to the second side surface, and the plate surface is perpendicular to the second side surface; the bundle 3 M418142 member covers the axial force member, and the first rib And the second rib portion is exposed, and a radial beam force is generated for the axial force member. Wherein the first side surface is corresponding to the plurality of first ribs, and each of the first side surfaces corresponds to a first rib. Further, the number of the first side surface and the first rib are both even, and the first ribs are symmetrically distributed with respect to the body. Further, the number of the first ribs is a corresponding plurality, and the first side surface is freshly connected with a plurality of first ribs.
另外,該第一肋板朝遠離該本體中央部的方向軸向凸伸。 進-步地,該第-端部更具有一徑向延伸的第一端面,該第—肋板 還銲接於該第一端面。 更進-步地,該第一肋板的數量為二,且凸伸出該本體外的部分對 應界定出一間隙。 較佳地,該第-端部及第二端部是部分出露該圍束構件外。 進一步地,該長柱狀本體的徑向裁面呈正多邊形。Further, the first rib protrudes axially away from a central portion of the body. Further, the first end portion further has a radially extending first end surface, and the first rib is further welded to the first end surface. Further, the number of the first ribs is two, and the portion protruding from the outside of the body corresponds to define a gap. Preferably, the first end portion and the second end portion are partially exposed outside the surrounding beam member. Further, the radial face of the long columnar body has a regular polygon.
較佳地’該第-侧表面與第二側表面的徑向寬度分別是該第一肋板 及第二肋板厚度的2〜8倍。 另外,本新型轴力構件包含至少一長柱狀本體、至少—第一肋板及 至少-第二肋板’該本體具有沿軸向依序連接的—第_端部、—中央部 及-第二端部,該第_端部具有至少_第_側表面,該第二端部具有^ 少-第二側表面,該第-肋板鋅接於該第一侧表面,且其板面實質垂直 該第-側表面’該第二肋板銲接於該第二側表面,且其板面實質垂的 本新型的功效在於利用長柱狀本體銲接第一肋板及第二肋板,藉由 長柱狀本體增加驗,以需要進賴切,故確魏軸本卿之目a 4 【實施方式】 有關本新型之前述及其他技術内容、特點與功效,在以下配合參考 圖式之四個實施例的詳細說明中,將可清楚地呈現。 本新型防挫屈>肖能支撐之第—實施例如圖2、圖3及圖4所示,該 防挫屈消能支標〗00固^於一建築物的鋼骨結構之二接合板加 間,並包含一轴力構件i及一圍束構件2。 轴力構件1包括-長柱狀本體u、四個第—肋板12及四個第二肋 板13,該長柱狀本體u是一支截面呈四邊形的鋼棒,具有沿轴向依序 連接的第-端部m、中央部112及第二端部113,第—端部⑴具有 四個第-側表面114 ’該第二端部„具有四個第二側表面115 ;另外, 第一肋板12及第二肋板13都是長方形鋼板,每一第一側表面114上對 應鐸接-第-肋板12,而每一第二側表面115上對應鲜接一第二肋板 13。其中’第-肋板12的板面121垂直第_側表面114,第二肋板13 的板面131垂直第二側表面115。 ®束構件2包括一間隔地句霜玆鲇士44灿1 m m .Preferably, the radial widths of the first side surface and the second side surface are 2 to 8 times the thickness of the first rib and the second rib, respectively. In addition, the novel axial force member comprises at least one long columnar body, at least - a first rib and at least a second rib - the body has an axially connected - _ end, a central portion and - a second end portion having at least a _th side surface, the second end portion having a second-side surface, the first rib plate is bonded to the first side surface, and the plate surface thereof The first aspect of the first side surface of the second rib is welded to the second side surface, and the effect of the present invention is that the first rib and the second rib are welded by the long column body. The test is carried out by the long column-shaped body, so that it needs to be cut and cut, so it is clear that the purpose of Wei Ai Ben Qing a 4 [Embodiment] The above-mentioned and other technical contents, features and effects of the present invention are as follows: In the detailed description of the embodiments, it will be clearly presented. The first anti-frustration of the present invention is as shown in FIG. 2, FIG. 3 and FIG. 4, and the anti-frustration energy dissipation support is fixed to the two joint plates of the steel structure of a building. The room is added and includes an axial force member i and a surrounding member 2. The axial force member 1 includes a long columnar body u, four first ribs 12 and four second ribs 13 which are steel rods having a quadrangular cross section, which are sequentially oriented in the axial direction. a first end portion m, a central portion 112, and a second end portion 113, the first end portion (1) having four first side surfaces 114' having two second side surfaces 115; A rib 12 and a second rib 13 are rectangular steel plates, and each of the first side surfaces 114 corresponds to the splicing-first rib 12, and each of the second side surfaces 115 corresponds to a second rib. 13. Wherein the plate surface 121 of the first rib 12 is perpendicular to the first side surface 114, and the plate surface 131 of the second rib 13 is perpendicular to the second side surface 115. The bundle member 2 includes a space sentence 鲇 鲇 gentleman 44 Can 1 mm .
在本實施僧’紐狀本體11的厚姐第-聰及第二肋板 13的厚度要大,更具體地來說,第一側表 是本體11 第一側表面114的徑向寬度(大致上就In the present embodiment, the thickness of the thicker sister-C-Cong and the second rib 13 of the button body 11 is large, and more specifically, the first side table is the radial width of the first side surface 114 of the body 11. On
度大於第二 M418142 統的板狀本體是同-塊鋼板絲切而成,厚度都—致^較佳地第一側 表面m的徑向寬度是第—肋板12厚度的2〜8倍,同樣地第二側表 面115的徑向寬度是第二肋板13厚度的2〜8倍。 其中’四個第-肋板12與第-端部m t刀齊,因此可採用對接式 工法與接合板21〇銲接,後面再加以說明。The plate-shaped body of the second M418142 is cut by the same-piece steel wire, and the thickness is the same. Preferably, the radial width of the first side surface m is 2 to 8 times the thickness of the first-rib 12, Similarly, the radial width of the second side surface 115 is 2 to 8 times the thickness of the second rib 13. Here, the "fourth ribs 12" are aligned with the first end portion mt, and therefore can be welded to the joint plate 21 by a butt-joining method, which will be described later.
設置8個第-肋板12,換句話說,在_個第—側表面ιΐ4上是可以設 置多個第-肋板12 ,此時圓柱的直徑是第—肋板12厚度的Μ倍;另 外’圖6是八個第一側表面114的例?,即本體n為八角長柱狀,且 上下的第-侧表面114上分別設置兩個第—肋板12,其餘的第一側表 面m上未設置第一肋板12,另外,上下左右的第—側表面叫面積 較大,其餘的第一側表面114面積較小。 '值得強調的是,雖然第一側表面m的數量可以是奇數或偶數,但 以偶數較佳;另外,每一第—側表面114的面積可以不相等但呈徑向 對稱分布,效果較佳。8 rib-shaped ribs 12 are provided, in other words, a plurality of rib-shaped ribs 12 may be disposed on the _ first-side surface ι 4, and the diameter of the cylinder is twice the thickness of the first rib 12; 'Figure 6 is an example of eight first side surfaces 114? That is, the body n is an octagonal long column, and two first ribs 12 are respectively disposed on the upper and lower first side surfaces 114, and the first first side surface m is not provided with the first ribs 12, and the upper, lower, left and right sides are The first side surface is called a larger area, and the remaining first side surface 114 is smaller in area. It is worth emphasizing that although the number of the first side surfaces m may be odd or even, it is preferably an even number; in addition, the area of each of the first side surfaces 114 may be unequal but radially symmetrically distributed, and the effect is better. .
有關第-側表面114的數量,可以是一個或多個,圖5是一個第一 側表面114的例子,即本體u為長圓柱狀,同時在第一側表面ιΐ4上 矛—彳則表面 一一、* 一 *又…个幵質迷,但第二側 表面115數量實務上可以與第一側表面114的數量不同。 另外’雖然每—第—側表面114上設置的第-肋板12數量可以是 零或多個,但以第-肋板12能相對本體u呈徑向對稱分布,受力較能 平均。 由於本體11是非板狀的鋼棒,以本實施例來說,徑向截面是正四 =,相較於傳統的板狀本體,在本體时央部112都是囉寬度的 下,顯然本案的勁度大幅增加,且本體11無須裁切。 本新型防挫顯能支撐之第二實闕如@ 7及圖8所示,其與第三 6 M418142 實施例類似,差別在於第一肋板12及第二肋板13(圖未示)的設置態樣。 在此僅針對第一肋板12與第一端部ln處的變化加以說明。 在本實施例中,本體11更具有對應第一端部m的第一端面116, 四個第一肋板12是L·形,除銲接在對應的第一側表面114上,也可同 時銲接在第一端面116上,換句話說,該第一肋板12朝遠離該本體u 的中央部112方向而軸向凸伸,且四個第一肋板12的端面構成一平整 的「+」形。Regarding the number of the first side surfaces 114, which may be one or more, FIG. 5 is an example of a first side surface 114, that is, the body u is a long cylindrical shape, while the first side surface ΐ4 is spear-彳, then the surface is One, * a * and a fascinating, but the number of second side surfaces 115 may be different from the number of first side surfaces 114. Further, although the number of the first ribs 12 provided on each of the first side surfaces 114 may be zero or more, the first ribs 12 may be radially symmetrically distributed with respect to the body u, and the force is more average. Since the body 11 is a non-plate-shaped steel bar, in the present embodiment, the radial section is positive four=, compared with the conventional plate-shaped body, the central portion 112 is under the width of the body at the time of the body, obviously the strength of the case The degree is greatly increased, and the body 11 does not need to be cut. The second embodiment of the novel frustration support can be similar to the third 6 M418142 embodiment, as shown in Fig. 8, which differs in the arrangement of the first rib 12 and the second rib 13 (not shown). Aspect. Here, only the changes in the first rib 12 and the first end ln will be described. In this embodiment, the body 11 further has a first end surface 116 corresponding to the first end portion m. The four first ribs 12 are L·shaped, and can be welded at the same time except for being welded on the corresponding first side surface 114. On the first end face 116, in other words, the first rib 12 projects axially away from the central portion 112 of the body u, and the end faces of the four first ribs 12 form a flat "+" shape.
接下來說明與接合板210連接固定的方式。請參閱圖9,由於第一 肋板12相互構成-平整的「+」形,配合亦呈「+」形的接合板21〇, 再利用複數固定鋼板71及複數螺拴單元72而跨接固定。同理,第一實 紅例也可利醜似方法與接合板21()連接@定。特漏,充―點,若第一 肋板12或第二肋板13的數量有所變化,接合板21〇通常是要加以對應 變化’但因非本案重點,故不再贅述。 本新型防挫屈消能支標之第三> ^Next, a manner of connecting and fixing to the joint plate 210 will be described. Referring to FIG. 9, the first ribs 12 are formed in a flat "+" shape, and the joint plates 21 are also formed in a "+" shape, and are then fixed by a plurality of fixed steel plates 71 and a plurality of screw units 72. . In the same way, the first real red case can also be connected with the joint plate 21 (). If the number of the first rib 12 or the second rib 13 is changed, the joint plate 21 〇 is usually changed correspondingly, but since it is not the focus of the present case, it will not be described again. The third anti-frustration energy dissipation standard of the present invention ^
例類似’差別在於上下的第—肋板12是與第_端部iu二'二 的第-肋板12間形成-間隙122,而接合板⑽呈板狀,直接插入間 隙122後再焊接固定,當然左右的第一肋板12間也可以不形成間隙, 於現地再開槽,也就是利用槽接卫法來固^(請參專利號期47 案)。實務上’第-肋板12的長度可互不相同,視狀況彈性調整。 本新衡挫屈雜切之第四實施例如圓u麻,其與第二實施 :似7圍束構件2並未完全包覆整個轴力構件1,也就是本體U 更提升=Π1及第—端部113是部_於_件2外,這樣可以 7 M418142 製成,一方面增加勁度,另一方面不需要進行裁切,故確實能達成本新 型之目的。 惟以上所述者’僅為本新型之實施例而已,當不能以此限定本新型 實施之範圍,即大凡依本新型申請專利範圍及新型說明内容所作之簡單 的等效變化雜飾,皆域本新料伽蓋之範圍内。 【圖式簡單說明】 圖1疋一立體示意圖,說明一現有的防挫屈消能支撐;For example, the difference is that the upper and lower ribs 12 are formed with a gap 122 between the first ribs 12 of the first end portion and the second ribs, and the joint plate (10) is plate-shaped, directly inserted into the gap 122 and then welded and fixed. Of course, there may be no gap between the left and right first ribs 12, and the groove may be re-slotted in the spot, that is, the groove is used to secure the method (see Patent Case No. 47). In practice, the lengths of the first ribs 12 may be different from each other and may be elastically adjusted depending on the situation. The fourth embodiment of the new balance is such as round u hemp, and the second embodiment: the 7-beam member 2 does not completely cover the entire axial force member 1, that is, the body U is more lifted = Π 1 and - The end portion 113 is a portion _ outside the _ member 2, so that it can be made of 7 M418142, on the one hand, the stiffness is increased, and on the other hand, the cutting is not required, so the purpose of the novel can be achieved. However, the above-mentioned ones are only examples of the present invention, and the scope of the present invention cannot be limited thereto, that is, the simple equivalent variation of the scope of the patent application and the new description of the present invention is Within the scope of this new material. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing an existing anti-frustration energy dissipation support;
圖2是-麻示意圖’制本難防鋪舰支撑的第—實施例; 圖3疋第一實施例的一端的立體示意圖; 圖4是圖3的端面示意圖; 圖5是圖4的一變化示意圖; 圖6是圖4的另一變化示意圖; 圖7是-立體示意圖’說明本新型防挫屈消能切的第二實施例; 圖8是第二實施例的的端面示意圖; 圖9是第二實施例與—接合板固定的立體示意圖;Figure 2 is a schematic view of the first embodiment of the present invention; Figure 3 is a perspective view of one end of the first embodiment; Figure 4 is a schematic view of the end face of Figure 3; Fig. 6 is a schematic view showing another variation of Fig. 4; Fig. 7 is a perspective view showing a second embodiment of the present invention; Fig. 8 is a schematic view of the end face of the second embodiment; A second embodiment of the second embodiment and the fixing of the joint plate;
及 圖1〇是-立體綠圖’說明本新撕挫屈消能切的第三實施例; 圖11是一立體示意圖 說明本新養Μ醜切崎四實施例。 8 M418142 【主要元件符號說明】 100...........防挫屈消能支撐 1 ..............軸力構件 11 ............本體 111 ...........第一端部 112 ...........中央部 113 ...........第二端部 114 ...........第一側表面 115 ...........第二側表面 116 ...........第一端面 117 ...........第二端面 12 ............第一肋板 121 ...........板面 122 ...........間隙 13 ............第二肋板 131...........板面And Fig. 1 is a three-dimensional green figure' illustrating a third embodiment of the new tearing yielding cutoff; Fig. 11 is a perspective view showing the fourth embodiment of the new raising and ugly cutting. 8 M418142 [Description of main component symbols] 100...........Anti-frustration energy dissipation support 1 ..............Axial force component 11 ..... .......body 111 ...........first end 112 ........... central part 113 ........... Second end portion 114 ........... first side surface 115 ...... second side surface 116 ........... first End face 117 ........... second end face 12............first rib plate 121 ...........board surface 122.. .........Gap 13 ............Second ribs 131...........
2 ..............圍束構件 21 ............包圍件 22 ............束制件 200...........鋼骨結構 210...........接合板 92 ..............Bundle member 21 ............Blocking member 22 ............Bundle member 200 ...........Steel structure 210...........Joint plate 9
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW100213284U TWM418142U (en) | 2011-07-20 | 2011-07-20 | Anti-buckling energy-dissipating support and axial force component |
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| Application Number | Priority Date | Filing Date | Title |
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| TW100213284U TWM418142U (en) | 2011-07-20 | 2011-07-20 | Anti-buckling energy-dissipating support and axial force component |
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| TWM418142U true TWM418142U (en) | 2011-12-11 |
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ID=46450329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW100213284U TWM418142U (en) | 2011-07-20 | 2011-07-20 | Anti-buckling energy-dissipating support and axial force component |
Country Status (1)
| Country | Link |
|---|---|
| TW (1) | TWM418142U (en) |
-
2011
- 2011-07-20 TW TW100213284U patent/TWM418142U/en not_active IP Right Cessation
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MM4K | Annulment or lapse of a utility model due to non-payment of fees |