TWI599701B - The connection device on the end of the brace element. - Google Patents
The connection device on the end of the brace element. Download PDFInfo
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- TWI599701B TWI599701B TW105102434A TW105102434A TWI599701B TW I599701 B TWI599701 B TW I599701B TW 105102434 A TW105102434 A TW 105102434A TW 105102434 A TW105102434 A TW 105102434A TW I599701 B TWI599701 B TW I599701B
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- strut member
- diagonal strut
- joint
- limb
- plate
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Description
本發明係一種斜撐桿件之端部接合構造;特別關於一種一般建築物構造之斜撐桿件之端部接合構造,該構造係藉由具有嵌槽之接合板可同時與斜撐桿件之垂直肢與水平肢產生貼合接觸,並焊接完成組裝。 The present invention relates to an end joint structure of a diagonal strut member; in particular, to an end joint structure of a diagonal strut member of a general building structure, which is capable of simultaneously engaging a diagonal strut member by a joint plate having a recessed groove The vertical limbs are brought into close contact with the horizontal limbs and welded to complete the assembly.
如第1圖所示為習知之公開號200837253之雙加勁接合板,使用雙接合板方式夾合一字形板狀之韌性斜撐,但一字形之韌性斜撐軸向勁度較不足,端部接頭處容易產生挫屈或局部挫屈之破壞,至少需使用十字形之斷面較為結實可靠。 As shown in Fig. 1, the double-strength joint plate of the conventional publication No. 200837253 is used, and the double-joint plate is used to sandwich the in-line plate-shaped ductile bracing, but the in-line toughness of the in-line toughness is insufficient, and the end portion is insufficient. The joint is prone to frustration or local frustration, and at least the cross-shaped section is more robust.
如第2圖所示為習知之US20130074440之Geometric connecting assembly and method for braced frame connections,消能斜撐桿件與接合板之間,以2組具有嵌槽之C形鋼夾合,2組C形鋼可與消能斜撐桿件完整接觸,缺點是C形鋼製作較平板費工與增加材料,消能斜撐桿件與接合板之間還需透過2組C形鋼連結,增加材料之使用,且接合板之厚度需與消能斜撐桿件相同,否則C形鋼得 另外加工才能搭配接合板之厚度與消能斜撐桿件厚度不相同。 As shown in Fig. 2, the geometric connecting assembly and method for braced frame connections of the conventional US20130074440, between the energy dissipation diagonal strut members and the joint plate, are sandwiched by two sets of C-shaped steels with embedded grooves, and two sets of C-shaped Steel can be in complete contact with the energy dissipation diagonal strut. The disadvantage is that the C-shaped steel is more difficult to work with and more material. The energy-dissipating diagonal strut and the joint plate need to be connected through two sets of C-shaped steel to increase the material. Use, and the thickness of the joint plate needs to be the same as that of the energy dissipation diagonal strut, otherwise the C-shaped steel has In addition, the thickness of the joint plate can be different from the thickness of the energy dissipation diagonal strut.
如第3圖所示為習知之CN104234255A之嵌固式屈曲約束支撐連接節頭,消能斜撐桿件與有嵌槽之接合板圖面上是可完全接合連結,但是實務上消能斜撐桿件之垂直肢與接合板要對接在施工現場難度頗高,可能因消能斜撐桿件之長度過長導致互擠而無法安裝,或是長度過短導致組裝間隙過大,使得對接之焊接量過大,所以此方式為精度要求極高之組裝方式。 As shown in Fig. 3, the conventional CN104234255A embedded buckling restraint support joint joint head, the energy dissipation diagonal strut member and the grooved joint plate surface are fully engageable, but the practical energy dissipation bracing It is very difficult to dock the vertical limbs of the rods and the joint plates on the construction site. It may be impossible to install due to the excessive length of the energy dissipation diagonal strut members, or the assembly gap is too short, so that the butt welding is performed. The amount is too large, so this method is an assembly method with extremely high precision.
本發明斜撐桿件之端部接合構造係使用斜撐桿件與1對接合板來完成,斜撐桿件為長板所構成,桿件端部為由垂直肢與兩側水平肢所構成之斷面,接合板為平板構造,接合板設有配合斜撐桿件水平肢厚度之嵌槽,以1對接合板夾合斜撐桿件,斜撐桿件之水平肢可嵌入接合板之嵌槽中,使接合板之表面可完全貼附於垂直肢之表面,接合板與水平肢為相互垂直方式貼合,接合板同時可與垂直肢與水平肢產生接觸,於接合板與斜撐桿件之垂直肢與水平肢之貼合處之接觸邊緣焊接,完成斜撐桿件之端部接合構造之組裝。 The end joint structure of the diagonal strut member of the present invention is completed by using a diagonal strut member and a pair of joint plates, and the diagonal strut member is composed of a long plate, and the end portion of the rod member is composed of a vertical limb and two horizontal limbs. The cross-section, the joint plate is a flat plate structure, and the joint plate is provided with a groove corresponding to the horizontal limb thickness of the diagonal strut member, and the diagonal strut member is clamped by the pair of joint plates, and the horizontal limb of the diagonal strut member can be embedded in the groove of the joint plate The surface of the joint plate can be completely attached to the surface of the vertical limb, and the joint plate and the horizontal limb are fitted to each other in a perpendicular manner, and the joint plate can simultaneously contact the vertical limb and the horizontal limb, and the joint panel and the diagonal strut member The contact edge of the vertical limb and the horizontal limb is welded to complete the assembly of the end joint structure of the diagonal strut member.
接合板上位於斜撐桿件之軸心線方向之端部設有凸出板,凸出板設置於斜撐桿件之軸心線位置上,並與斜撐桿件之軸心線保持平行,凸出板寬度小於或等於斜撐桿件之高度,使接合板之凸出板可與斜撐桿件在垂直面貼合處產生斜撐桿件之軸心 線方向之接觸邊緣可供焊接。 a protruding plate is arranged at an end of the joint plate at the axial direction of the diagonal strut member, and the protruding plate is disposed at an axial position of the diagonal strut member and is parallel to the axial line of the diagonal strut member The protruding plate width is less than or equal to the height of the diagonal strut member, so that the protruding plate of the engaging plate can form the axis of the diagonal strut member at the vertical surface of the diagonal strut member. The contact edges of the line direction are available for soldering.
接合板之嵌槽之邊緣設有倒角,斜撐桿件之垂直肢與水平肢直角交接處以焊接方式連結時,焊接之焊道會產生凸起,嵌槽邊緣之倒角可避開斜撐桿件之垂直肢與水平肢直角交接處之焊道凸起避免產生干涉,使接合板之表面可貼附到垂直肢之表面。 The edge of the groove of the joint plate is chamfered. When the vertical limb of the diagonal strut member is connected with the horizontal joint at a right angle, the weld bead will be raised, and the chamfer of the edge of the groove can avoid the diagonal support. The weld bead at the intersection of the vertical limb of the member and the horizontal limb at a right angle avoids interference so that the surface of the joint plate can be attached to the surface of the vertical limb.
由於接合板與斜撐桿件於軸向具有相對移動之餘裕量,因此於現場組裝時,即使有軸向之長度誤差,仍然保有足夠之接觸邊緣,較容易焊接完成組裝。 Since the joint plate and the diagonal strut member have a margin of relative movement in the axial direction, even if there is an axial length error during the field assembly, sufficient contact edges are retained, and the assembly is easier to weld.
接合板上之凸出板為平板一體成形,因此節省材料,凸出板在斜撐桿件之垂直肢上增加軸向平行之焊接處,使接合更強固,以1對接合板夾合斜撐桿件之方式,1對接合板較單組接合板有更好的勁度。 The protruding plate on the joint plate is integrally formed by the flat plate, thereby saving material. The protruding plate increases the axial parallel welding on the vertical limb of the diagonal strut member, so that the joint is stronger, and the diagonal strut is clamped by the pair of joint plates. In the way of the piece, the 1 pair of joint plates has better stiffness than the single set of joint plates.
10‧‧‧斜撐桿件 10‧‧‧ diagonal bracing
11‧‧‧垂直肢 11‧‧‧ vertical limbs
12‧‧‧水平肢 12‧‧‧ horizontal limbs
20‧‧‧接合板 20‧‧‧ joint plate
21‧‧‧凸出板 21‧‧‧ protruding plate
22‧‧‧倒角 22‧‧‧Chamfering
23‧‧‧塞焊孔 23‧‧‧ soldering holes
30‧‧‧嵌槽 30‧‧‧Inlay
31‧‧‧缺口 31‧‧‧ gap
40‧‧‧焊道 40‧‧‧weld
50‧‧‧結構物梁柱桿件 50‧‧‧Structural beams and columns
第1圖. 習知之公開號200837253之雙加勁接合板 Fig. 1. The double-strength joint plate of the conventional publication No. 200837253
第2圖. 習知之US20130074440之Geometric connecting assembly and method for braced frame connections Figure 2. The geometric connecting assembly and method for braced frame connections of US20130074440
第3圖. 習知之CN104234255A之嵌固式屈曲約束支撐連接節頭 Fig. 3. The embedded buckling restraint support joint head of CN104234255A
第4圖. 接合板之較佳型式 Figure 4. The preferred version of the joint plate
第5圖. 斜撐桿件之端部接合構造之較佳型式1-1 Figure 5. Preferred version 1-1 of the end joint structure of the diagonal strut member
第6圖. 斜撐桿件之端部接合構造之較佳型式1-2 Figure 6. Preferred version 1-2 of the end joint structure of the diagonal strut member
第7圖. 斜撐桿件之端部接合構造之較佳型式2 Figure 7. Preferred version 2 of the end joint structure of the diagonal strut member
第8圖. 斜撐桿件之端部接合構造之較佳型式3 Figure 8. Preferred version 3 of the end joint structure of the diagonal strut member
第9圖. 斜撐桿件之端部接合構造之較佳型式4 Figure 9. Preferred version 4 of the end joint structure of the diagonal strut member
第10圖. 斜撐桿件之端部接合構造之較佳型式5 Figure 10. Preferred version 5 of the end joint structure of the diagonal strut member
第11圖. 斜撐桿件之端部接合構造之較佳型式6 Figure 11. Preferred version 6 of the end joint structure of the diagonal strut member
第12圖. 斜撐桿件之端部接合構造之較佳型式7 Fig. 12 is a preferred version 7 of the end joint structure of the diagonal strut member
如第4圖、第5圖,與第6圖所示,接合板(20)上位於斜撐桿件(10)之軸心線方向之端部設有凸出板(21),凸出板(21)設置於斜撐桿件(10)之軸心線位置上,並與斜撐桿件(10)之軸心線保持平行,凸出板(21)寬度小於或等於斜撐桿件(10)之高度,使接合板(20)之凸出板(21)可與斜撐桿件(10)在垂直肢(11)之表面貼合處產生斜撐桿件(10)之軸心線方向之接觸邊緣可供焊接,接合板(20)之嵌槽(30)之邊緣設有倒角(22),斜撐桿件(10)之垂直肢(11)與水平肢(12)直角交接處以焊接方式連結,焊接之焊道產生凸起,嵌槽(30)邊緣之倒角(22)可避開斜撐桿件(10)之垂直肢(11)與水平肢(12)直角交接處之焊道凸起避免產生干涉。 As shown in Fig. 4, Fig. 5, and Fig. 6, the joint plate (20) is provided with a projecting plate (21) at the end portion of the diagonal strut member (10) in the axial direction, and the projecting plate is provided. (21) is disposed at the axial position of the diagonal strut member (10) and is parallel to the axial line of the diagonal strut member (10), and the width of the protruding plate (21) is less than or equal to the diagonal strut member ( 10) the height such that the protruding plate (21) of the joint plate (20) can form the axis line of the diagonal strut member (10) at the point where the diagonal strut member (10) is attached to the surface of the vertical limb (11). The contact edge of the direction is weldable, and the edge of the groove (30) of the joint plate (20) is chamfered (22), and the vertical limb (11) of the diagonal strut member (10) is orthogonally intersected with the horizontal limb (12). The joint is welded, the welded bead is raised, and the chamfer (22) of the edge of the groove (30) can avoid the intersection of the vertical limb (11) of the diagonal strut (10) and the horizontal limb (12). The bead projections avoid interference.
斜撐桿件(10)之端部斷面為十字形,以1對接合板(20)夾合斜撐桿件(10),斜撐桿件(10)之水平肢(12)可嵌入接合板(20)之嵌槽(30)中,使接合板(20)之表面可完全貼附於垂直肢(11)之表面,接合板(20)與水平肢(12)為相互垂直方式貼合,所以接合板(20)同時可與垂直肢(11)與水平肢(12)產生接觸,於接合板(20)與斜撐桿件(10)之垂直肢(11)與水平肢(12)之貼合處之接觸邊緣焊接,完成斜撐桿件之端部接合構造之組裝。 The end portion of the diagonal strut member (10) has a cross shape, and the diagonal strut member (10) is sandwiched by a pair of joint plates (20), and the horizontal limb (12) of the diagonal strut member (10) can be embedded in the joint plate. In the groove (30) of (20), the surface of the joint plate (20) can be completely attached to the surface of the vertical limb (11), and the joint plate (20) and the horizontal limb (12) are attached to each other in a perpendicular manner. Therefore, the joint plate (20) can simultaneously make contact with the vertical limb (11) and the horizontal limb (12), and the vertical limb (11) and the horizontal limb (12) of the joint panel (20) and the diagonal strut member (10). The contact edge of the joint is welded to complete the assembly of the end joint structure of the diagonal strut.
如第7圖所示,斜撐桿件(10)之水平肢(12)設有由垂直肢(11)之側向平板表面向外形成寬度為接合板厚度之缺口(31),缺口(31)可嵌入接合板(20)之嵌槽(30)中,使接合板(20)僅可於斜撐桿件(10)之軸向產生移動,而不會產生橫向移動,待接合板(20)定位完成後,接合板(20)與斜撐桿件(10)即可焊接固定。 As shown in Fig. 7, the horizontal limb (12) of the diagonal strut member (10) is provided with a notch (31) which is formed by the lateral flat surface of the vertical limb (11) to the thickness of the joint plate, and the notch (31) ) can be embedded in the groove (30) of the joint plate (20) so that the joint plate (20) can only move in the axial direction of the diagonal strut member (10) without lateral movement, the plate to be joined (20) After the positioning is completed, the joint plate (20) and the diagonal strut member (10) can be welded and fixed.
如第8圖所示,接合板(20)另設有塞焊孔(23),使接合板(20)與斜撐桿件(10)之間可藉由塞焊孔(23)來施做焊接給予連結固定,塞焊孔(23)可為長條孔,或圓孔,或具有一端開口之長條孔。 As shown in Fig. 8, the joint plate (20) is further provided with a plug welding hole (23), so that the joint plate (20) and the diagonal strut member (10) can be applied by the plug welding hole (23). The welding is given a joint fixing, and the plug welding hole (23) may be a long hole, or a round hole, or a long hole having an opening at one end.
如第9圖所示為斜撐桿件(10)之端部斷面為I形,或H形時,接合板(20)與斜撐桿件(10)之組裝方式。 As shown in Fig. 9, the end portion of the diagonal strut member (10) is I-shaped or H-shaped, and the joint plate (20) and the diagonal strut member (10) are assembled.
如第10圖所示為斜撐桿件(10)之端部斷面為雙T形時,接合板(20)與斜撐桿件(10)之組裝方式。 As shown in Fig. 10, the assembly of the joint plate (20) and the diagonal strut member (10) when the end portion of the diagonal strut member (10) has a double T-shaped cross section.
如第11圖與第12圖所示為斜撐桿件(10)之端部斷面為王字形時,接合板(20)與斜撐桿件(10)之組裝方式,斜撐桿件(10)之中央斷面可為I形,或十字形。 11 and 12 are the assembly manners of the joint plate (20) and the diagonal strut member (10) when the end portion of the diagonal strut member (10) is in a chevron shape, and the diagonal strut member ( 10) The central section can be I-shaped or cross-shaped.
10‧‧‧斜撐桿件 10‧‧‧ diagonal bracing
11‧‧‧垂直肢 11‧‧‧ vertical limbs
12‧‧‧水平肢 12‧‧‧ horizontal limbs
20‧‧‧接合板 20‧‧‧ joint plate
21‧‧‧凸出板 21‧‧‧ protruding plate
30‧‧‧嵌槽 30‧‧‧Inlay
50‧‧‧結構物梁柱桿件 50‧‧‧Structural beams and columns
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TW105102434A TWI599701B (en) | 2016-01-26 | 2016-01-26 | The connection device on the end of the brace element. |
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TW105102434A TWI599701B (en) | 2016-01-26 | 2016-01-26 | The connection device on the end of the brace element. |
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TWI599701B true TWI599701B (en) | 2017-09-21 |
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