TWI592551B - The hinged brace element. - Google Patents
The hinged brace element. Download PDFInfo
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- TWI592551B TWI592551B TW105102429A TW105102429A TWI592551B TW I592551 B TWI592551 B TW I592551B TW 105102429 A TW105102429 A TW 105102429A TW 105102429 A TW105102429 A TW 105102429A TW I592551 B TWI592551 B TW I592551B
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- strut member
- diagonal strut
- shaft hole
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Description
本發明係一種鉸接斜撐桿件;特別關於一種一般建築物構造之鉸接斜撐桿件,該構造係藉由具有軸孔之軸孔板以互嵌方式連結,並可同時與斜撐桿件端部斷面之垂直肢與水平肢產生貼合接觸,以焊接完成組裝。 The present invention relates to an articulated diagonal strut member; and more particularly to an articulated diagonal strut member of a general building structure, which is connected in an interlaced manner by a shaft hole plate having a shaft hole, and can simultaneously be used with the diagonal strut member The vertical limb of the end section is brought into close contact with the horizontal limb to complete the assembly by welding.
如第1圖上圖所示為M453702之銷接式挫屈束制支撐裝置,為挫屈束制支撐裝置設有銷接孔之型式,銷接孔使用承板強化圓孔之承載強度,此為一般鋼結構桿件端部以鉸接方式連結時常用習知之加強方式,也就是鋼板開孔處兩側多焊2片墊圈強化,但是對於十字形斷面之桿件,也僅強化垂直板開圓孔處之部位,水平板未與銷接孔直接連結,力量之傳遞為銷接孔傳遞到垂直板,垂直板再分散到水平板,也就是銷接孔與十字形斷面之間會出現只有垂直板之一字形斷面這種斷面積最小強度最弱的情形,使應力會集中於斷面積較小之一字形斷面處。 As shown in the figure above, the M453702 pin-type buckling beam support device is provided with a pin-receiving hole for the buckling beam support device, and the pin-joining hole uses the carrier plate to strengthen the bearing strength of the circular hole. It is a commonly used reinforcement method for connecting the ends of the general steel structural members in an articulated manner, that is, two pieces of washers are welded on both sides of the steel plate opening, but for the cross-shaped members, only the vertical plate is strengthened. At the position of the hole, the horizontal plate is not directly connected with the pin hole, the transmission of the force is transmitted to the vertical plate by the pin hole, and the vertical plate is redistributed to the horizontal plate, that is, between the pin hole and the cross section Only the one-shaped cross-section of the vertical plate has the weakest minimum strength and the stress is concentrated at the one-shaped cross-section with a small cross-sectional area.
如第1圖下圖所示,縱使M453702之銷接式挫屈束制支撐裝置提出使用強化板之方式,但強化板僅連結於十字形斷面 之水平板上,與十字形斷面之垂直板間隔排列,仍為分散受力之方式,非一體受力,強化板與水平板連接處易產生應力集中,也使銷接孔處橫向之總寬度較大,需使用較大之橫向連結空間,多片隔板之型式也使構造較為複雜,無論焊接,或表面防蝕處理,或消能斜撐表面與圍束件隔離處理都較容易受制於多片垂直向板材間之間隔的狹隘空間,導致施做時產生困難或瑕疵。 As shown in the figure below in Figure 1, even though the M453702 pin-type frustration beam support device proposes the use of a reinforced plate, the reinforced plate is only connected to the cross section. The horizontal plate is spaced apart from the vertical plate of the cross-shaped section, and is still in a manner of dispersing the force. The force is not integrated, the stress concentration is likely to occur at the joint between the reinforcing plate and the horizontal plate, and the total lateral direction of the pin connection hole is also Larger width, need to use a larger horizontal joint space, the shape of the multi-piece partition also makes the structure more complicated, regardless of welding, or surface anti-corrosion treatment, or energy dissipation bracing surface and the surrounding material isolation treatment are more susceptible to A plurality of narrow spaces spaced vertically between the sheets result in difficulties or flaws in the application.
本發明鉸接斜撐桿件為使用軸孔板與斜撐桿件之水平肢以互嵌方式連結,軸孔板可同時連結到斜撐桿件之垂直肢與水平肢,使載重由軸孔傳遞時即可同時分散至垂直肢與水平肢,軸孔板與斜撐桿件緊固結合可一體受力,不但強化軸孔之承載能力,也使斜撐桿件端部之垂直肢,或水平肢不易產生應力集中的問題。 The hinged diagonal strut member of the invention is connected by the horizontal limbs of the shaft hole plate and the diagonal strut member in an interlaced manner, and the shaft hole plate can be simultaneously connected to the vertical limb and the horizontal limb of the diagonal strut member, so that the load is transmitted from the shaft hole At the same time, it can be dispersed to the vertical limb and the horizontal limb at the same time. The shaft hole plate and the diagonal strut member can be integrally combined with the force, which not only strengthens the bearing capacity of the shaft hole, but also makes the vertical limb of the end of the diagonal strut member, or horizontal. The limb is not prone to stress concentration problems.
本發明中斜撐桿件為長板所構成,端部具有由垂直肢與水平肢相互垂直接合所構成之斷面,垂直肢設有軸孔。軸孔板為平板構造,軸孔板設有軸孔。斜撐桿件之水平肢與軸孔板互嵌連結,軸孔板之軸孔對齊斜撐桿件之垂直肢之軸孔,軸孔板之表面可貼合於斜撐桿件之垂直肢之表面,軸孔板與斜撐桿件之水平肢為相互垂直方式貼合,軸孔板同時可與斜撐桿件之垂直肢與水平肢產生貼合接觸,於軸孔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,完成鉸接斜撐桿件之組裝。 In the present invention, the diagonal strut member is formed by a long plate, and the end portion has a cross section formed by a vertical joint of the vertical limb and the horizontal limb, and the vertical limb is provided with a shaft hole. The shaft hole plate is a flat plate structure, and the shaft hole plate is provided with a shaft hole. The horizontal limb of the diagonal strut member and the shaft hole plate are mutually embedded, and the shaft hole of the shaft hole plate is aligned with the shaft hole of the vertical limb of the diagonal strut member, and the surface of the shaft hole plate can be attached to the vertical limb of the diagonal strut member The surface, the axial hole plate and the horizontal limb of the diagonal strut member are perpendicularly arranged to each other, and the shaft hole plate can simultaneously make a close contact with the vertical limb and the horizontal limb of the diagonal strut member, and the shaft hole plate and the diagonal strut member The contact edge of the vertical limb and the horizontal limb is welded to complete the assembly of the hinged diagonal strut.
本發明中軸孔板緊密貼合於斜撐桿件之表面,使斜撐桿件之端部軸孔部位雖經過強化,但仍保有薄型化之優勢,可節省安裝時所需要之空間。 In the invention, the shaft hole plate is closely attached to the surface of the diagonal strut member, so that the axial hole portion of the end portion of the diagonal strut member is strengthened, but the advantage of thinning is still saved, and the space required for installation can be saved.
本發明中軸孔板尺寸小於斜撐桿件之垂直肢尺寸,使軸孔板與斜撐桿件焊接連結處皆位於表面處,可使用填角焊接方式輕易完成,不會有使用多隔板(如第1圖下圖所示)加強方式容易會有焊接角度不佳造成施做困難之問題,或是鋼板需開槽焊接方式才能達成,增加加工之成本。 In the invention, the size of the shaft hole plate is smaller than the vertical limb size of the diagonal strut member, so that the welded joint between the shaft hole plate and the diagonal strut member is located at the surface, which can be easily completed by using the fillet welding method, and no multi-separator is used. As shown in the figure below, the reinforcement method is prone to problems caused by poor welding angle, or the steel plate needs to be slotted to achieve the cost of processing.
本發明中軸孔板緊貼合於斜撐桿件之表面,沒有狹隘的間隔空間形成,因此焊接,或表面的處理較不受限於空間不良或角度不良,較不會產生施做或組裝時之困難與瑕疵。 In the invention, the shaft hole plate is closely attached to the surface of the diagonal strut member, and is formed without a narrow space, so that the welding or the surface treatment is not limited to the space defect or the angle is poor, and the application or assembly is less likely to occur. The difficulties and embarrassment.
本發明中軸孔板之嵌槽之邊緣設有倒角,斜撐桿件之垂直肢與水平肢相互垂直接合處以焊接方式連結時,焊接之焊道都會產生凸起,因此軸孔板之嵌槽邊緣之倒角可避免與焊道之凸起產生干涉,故軸孔板可貼合於斜撐桿件之垂直肢之表面,避免鋼板之間產生間隙導致焊接接合不良,與避免外界環境中腐蝕物質易侵入鋼板之間之間隙。 In the invention, the edge of the slot of the shaft hole plate is chamfered, and when the vertical joint of the diagonal strut member and the horizontal limb are perpendicularly joined to each other by welding, the welded bead will generate a protrusion, so the slot of the shaft hole plate The chamfering of the edge can avoid interference with the protrusion of the bead, so the shaft hole plate can be attached to the surface of the vertical limb of the diagonal strut member, avoiding the gap between the steel plates, causing poor welding joint and avoiding corrosion in the external environment. The substance is easily invaded into the gap between the steel sheets.
10‧‧‧鉸接斜撐桿件 10‧‧‧Hinged diagonal bracing
20‧‧‧斜撐桿件 20‧‧‧ diagonal bracing
21‧‧‧垂直肢 21‧‧‧ vertical limbs
22‧‧‧水平肢 22‧‧‧ horizontal limbs
23‧‧‧圍束件 23‧‧‧Bundle pieces
24‧‧‧填充材 24‧‧‧Filling materials
25‧‧‧連接板 25‧‧‧Connecting board
26‧‧‧連結座 26‧‧‧Links
27‧‧‧軸桿 27‧‧‧ shaft
30‧‧‧軸孔板 30‧‧‧Axis plate
31‧‧‧間隔板 31‧‧‧ Spacer
40‧‧‧軸孔 40‧‧‧Axis hole
41‧‧‧嵌槽 41‧‧‧Inlay
42‧‧‧缺口 42‧‧‧ gap
43‧‧‧倒角 43‧‧‧Chamfering
50‧‧‧焊道 50‧‧‧weld
60‧‧‧結構物梁柱桿件 60‧‧‧Structural beams and columns
第1圖. 習知之M453702之銷接式挫屈束制支撐裝置 Fig. 1. The pinned frustum beam support device of the conventional M453702
第2圖. 鉸接斜撐桿件之較佳型式1-1 Figure 2. The preferred version of the articulated diagonal strut 1-1
第3圖. 鉸接斜撐桿件之較佳型式1-2 Figure 3. The preferred version of the articulated diagonal strut 1-2
第4圖. 鉸接斜撐桿件之較佳型式2 Figure 4. The preferred version of the articulated diagonal strut 2
第5圖. 鉸接斜撐桿件之較佳型式3 Figure 5. The preferred version of the articulated diagonal strut
第6圖. 鉸接斜撐桿件之較佳型式4 Figure 6. The preferred version of the articulated diagonal strut
第7圖. 鉸接斜撐桿件之較佳型式5 Figure 7. The preferred version of the articulated diagonal strut member 5
第8圖. 鉸接斜撐桿件之較佳型式6 Figure 8. The preferred version of the articulated diagonal strut
第9圖. 鉸接斜撐桿件之較佳型式7 Figure 9. The preferred version of the articulated diagonal strut
第10圖. 鉸接斜撐桿件之較佳型式8 Figure 10. The preferred version of the articulated diagonal strut member 8
第11圖. 鉸接斜撐桿件之較佳型式9 Figure 11. The preferred version of the articulated diagonal strut
第12圖. 鉸接斜撐桿件之較佳應用實施例1 Fig. 12. Preferred application example of the hinged diagonal strut member
第13圖. 鉸接斜撐桿件之較佳應用實施例2 Figure 13. Preferred application example of the hinged diagonal strut member
如第2圖所示為鉸接斜撐桿件(10)之較佳型式,斜撐桿件(20)為長板所構成,端部具有由垂直肢(21)與水平肢(22)相互垂直接合所構成之斷面,垂直肢(21)設有軸孔(40)。軸孔板(30)為平板構造,軸孔板(30)設有軸孔(40),軸孔板(30)設有配合斜撐桿件(20)之水平肢(22)厚度之嵌槽(41)來與水平肢(22)嵌接連結。以軸孔板(30)貼合斜撐桿件(20),斜撐桿件(20)之水平肢(22)與軸孔板(30)互嵌連結,軸孔板(30)之軸孔(40)對齊斜撐桿件(20)之垂直肢(21)之軸孔(40),使軸孔板(30)之表面可貼合於斜撐桿件(20)之垂直肢(21)之表面,軸孔板(30)與斜撐桿件(20)之水平肢(22)為相互垂直方式貼合,軸孔板(30)同時可與斜撐桿件(20)之垂直肢(21)與水平肢(22)產生貼合接觸。 As shown in Fig. 2, a preferred version of the hinged diagonal strut member (10) is constructed of a long plate having ends that are perpendicular to each other by a vertical limb (21) and a horizontal limb (22). A cross section formed by the joint, and a vertical hole (21) is provided with a shaft hole (40). The shaft hole plate (30) is a flat plate structure, and the shaft hole plate (30) is provided with a shaft hole (40), and the shaft hole plate (30) is provided with a groove for the thickness of the horizontal limb (22) of the diagonal strut member (20). (41) Comes in engagement with the horizontal limb (22). The diagonal strut (30) is attached to the diagonal strut member (20), and the horizontal limb (22) of the diagonal strut member (20) is interposed with the shaft hole plate (30), and the shaft hole of the shaft hole plate (30) (40) Align the shaft hole (40) of the vertical limb (21) of the diagonal strut member (20) so that the surface of the shaft hole plate (30) can be fitted to the vertical limb of the diagonal strut member (20) (21) The surface of the shaft plate (30) and the horizontal limb (22) of the diagonal strut member (20) are perpendicular to each other, and the shaft hole plate (30) can simultaneously be perpendicular to the diagonal strut member (20) ( 21) Produce a snug contact with the horizontal limb (22).
斜撐桿件(20)之垂直肢(21)與水平肢(22)相互垂直接合處以焊接方式連結時,焊接之焊道(50)會產生凸起,軸孔板(30)之嵌槽(41)之邊緣設有倒角(43),嵌槽(41)邊緣之倒角(43)可避免與焊道(50)之凸起產生干涉,使軸孔板(30)可同時緊密貼合於斜撐桿件(20)之垂直肢(21)與水平肢(22)之表面上。 When the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22) are perpendicularly joined to each other by welding, the welded bead (50) will produce a projection, and the slot of the shaft orifice plate (30) ( 41) The edge is chamfered (43), and the chamfering (43) of the edge of the groove (41) can avoid interference with the protrusion of the bead (50), so that the shaft hole plate (30) can be closely fitted at the same time. On the surface of the vertical limb (21) and the horizontal limb (22) of the diagonal strut member (20).
另外斜撐桿件(20)之垂直肢(21)之軸孔(40),與軸孔板(30)之軸孔(40)除了焊接組裝前可先行加工之方式外,也可垂直肢(21)與軸孔板(30)先不加工出軸孔,待軸孔板(30)貼合焊接連結於斜撐桿件(20)之垂直肢(21)後,再同時一起鑽孔加工形成軸孔(40)。 In addition, the shaft hole (40) of the vertical limb (21) of the diagonal strut member (20) and the shaft hole (40) of the shaft hole plate (30) may be processed first before being welded and assembled, or may be vertical limbs ( 21) The shaft hole is not machined out with the shaft hole plate (30), and the shaft hole plate (30) is welded and joined to the vertical limb (21) of the diagonal strut member (20), and then drilled together at the same time. Shaft hole (40).
如第3圖所示,於軸孔板(30)與斜撐桿件(20)之垂直肢(21)與水平肢(22)之貼合處之接觸邊緣焊接,軸孔板(30)之邊緣尺寸略小於斜撐桿件(20)之垂直肢(21),可使用填角焊接方式輕易完成鉸接斜撐桿件之組裝。 As shown in Fig. 3, the contact edge of the shaft hole plate (30) and the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22) are welded, and the shaft hole plate (30) The edge dimension is slightly smaller than the vertical limb (21) of the diagonal strut member (20), and the assembly of the hinged diagonal strut member can be easily accomplished by fillet welding.
如第4圖所示,斜撐桿件(20)軸向兩端部為斷面積較大之連結用部位,中央為斷面積較小之消能部位,圍束件(23)以套入方式包覆斜撐桿件(20)提供徑向束制力避免斜撐桿件(20)產生軸壓挫屈行為,圍束件(23)為中空管件,圍束件(23)內以填充材(24)填滿,軸孔板(30)深入圍束件(23)內部,可減少外露於圍束件(23)之端部之長度,提高斜撐桿件(20)位於圍束件(23)內部之中央斷面積較小之消能部位之長度。 As shown in Fig. 4, the axial ends of the diagonal strut members (20) are joint portions having a large cross-sectional area, and the center is an energy-dissipating portion having a small cross-sectional area, and the bundle member (23) is nested. The coated diagonal strut member (20) provides a radial beam force to prevent the axial buckling behavior of the diagonal strut member (20), the coaming member (23) is a hollow tubular member, and the perforating member (23) is filled with filler material. (24) After filling, the shaft hole plate (30) penetrates into the inside of the bundle member (23) to reduce the length of the end portion exposed to the bundle member (23), and the diagonal strut member (20) is located at the bundle member ( 23) The length of the energy dissipating part with a small central sectional area inside.
如第5圖所示,斜撐桿件之水平肢(22)設有由垂直肢(21)之側向平板表面向外形成寬度為軸孔板(30)厚度之缺口(42),軸孔板(30)設有配合斜撐桿件之水平肢(22)厚度之嵌槽(41),水平肢(22)之缺口(42)可與軸孔板(30)之嵌槽(41)以對嵌方式連結,此種方式最為穩固,對嵌連結後可確保相關組件不會晃動,組裝時不需要量測畫線定位,組裝更為快速,對嵌後即可焊接固定。 As shown in Fig. 5, the horizontal limb (22) of the diagonal strut member is provided with a notch (42) which is formed by the lateral flat surface of the vertical limb (21) and has a width of the axial orifice plate (30). The plate (30) is provided with a groove (41) for matching the thickness of the horizontal limb (22) of the diagonal strut member, and the notch (42) of the horizontal limb (22) is engageable with the groove (41) of the shaft hole plate (30). For the in-line connection, this method is the most stable. After the embedded connection, it can ensure that the relevant components will not shake. It is not necessary to measure the line positioning during assembly, and the assembly is faster, and the welding can be fixed after being embedded.
如第6圖所示,僅斜撐桿件之水平肢(22)設有由垂直肢(21)之側向平板表面向外形成寬度為軸孔板(30)厚度之缺口(42)來與軸孔板(30)嵌接連結,軸孔板(30)未設有嵌槽。 As shown in Fig. 6, only the horizontal limb (22) of the diagonal strut member is provided with a notch (42) formed by the lateral flat surface of the vertical limb (21) having a width which is the thickness of the axial orifice plate (30). The shaft hole plate (30) is in the joint connection, and the shaft hole plate (30) is not provided with the groove.
如第7圖所示為斜撐桿件(20)之端部斷面為雙T形之較佳型式。 As shown in Fig. 7, a preferred form of the end portion of the diagonal strut member (20) is a double T shape.
如第8圖所示,設有4組圍束件(23)以夾合方式包覆斷面為十字形之斜撐桿件(20)避免產生軸壓挫屈行為,圍束件(23)內以填充材(24)填滿強化勁度。 As shown in Fig. 8, four sets of bundle members (23) are provided to sandwich the cross-shaped diagonal strut members (20) in a sandwich manner to avoid axial compression and frustration behavior, and the bundle member (23) The inside is filled with a filler (24) to enhance the stiffness.
如第9圖所示,軸孔板(30)與斜撐桿件(20)之垂直肢(21)貼合處邊緣尺寸相同,所以無法使用填角焊接方式施做,因此於軸孔板(30)之邊緣開槽,再以焊接方式填滿開槽,使軸孔板(30)與斜撐桿件(20)之垂直肢(21)可充分連結固定。 As shown in Fig. 9, the edge of the shaft hole plate (30) and the vertical limb (21) of the diagonal strut member (20) are the same at the edge, so that it cannot be applied by the fillet welding method, so the shaft hole plate ( 30) The edge is slotted, and then the slot is filled by welding, so that the vertical hole (21) of the shaft hole plate (30) and the diagonal strut member (20) can be fully connected and fixed.
如第10圖所示,垂直肢(21)未設有軸孔,以軸孔板(30)同時與斜撐桿件(20)之垂直肢(21)與水平肢(22)產生貼合接觸固定之方式組裝,軸向之載重藉由軸孔板(30)同時傳遞至斜撐桿件(20)之垂直肢(21)與水平肢(22),軸孔板(30)可使用較大之平面面積來增加軸孔處之強度。 As shown in Fig. 10, the vertical limb (21) is not provided with a shaft hole, and the shaft hole plate (30) simultaneously makes a fitting contact with the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22). In a fixed manner, the axial load is simultaneously transmitted to the vertical limb (21) and the horizontal limb (22) of the diagonal strut member (20) by the shaft hole plate (30), and the shaft hole plate (30) can be used larger. The planar area is used to increase the strength at the shaft hole.
如第11圖所示,垂直肢(21)未設有軸孔,以軸孔板(30)同時與斜撐桿件(20)之垂直肢(21)與水平肢(22)產生貼合接觸固定之方式組裝,且兩組軸孔板(30)之間以間隔板(31)連結固定,使兩組軸孔板(30)擁有更高之勁度與更紮實之結構,間隔板(31)厚度為斜撐桿件(20)之垂直肢(21)之厚度,間隔板(31)設有軸孔(40),間隔板(31)之軸孔(40)對齊軸孔板(30)之軸孔(40)。 As shown in Fig. 11, the vertical limb (21) is not provided with a shaft hole, and the shaft hole plate (30) simultaneously makes a fitting contact with the vertical limb (21) of the diagonal strut member (20) and the horizontal limb (22). It is assembled in a fixed manner, and the two sets of axial hole plates (30) are fixed by a partition plate (31), so that the two sets of axial hole plates (30) have higher rigidity and a more solid structure, and the partition plate (31) The thickness is the thickness of the vertical limb (21) of the diagonal strut member (20), the partition plate (31) is provided with a shaft hole (40), and the shaft hole (40) of the partition plate (31) is aligned with the shaft hole plate (30) Shaft hole (40).
如第12圖所示為鉸接斜撐桿件(10)之較佳應用實施例,鉸接斜撐桿件(10)置入設有軸孔之兩片連接板(25)之間,以軸桿(27)插入連接板(25)與鉸接斜撐桿件(10)之軸孔後固定,完成鉸接斜撐桿件(10)與結構物梁柱桿件(60)之連結組裝。 As shown in Fig. 12, a preferred application embodiment of the hinged diagonal strut member (10) is placed between the two connecting plates (25) provided with the shaft holes, and the shaft is (27) The insertion connecting plate (25) is fixed to the shaft hole of the hinged diagonal strut member (10), and the joint assembly of the hinged diagonal strut member (10) and the structural beam-column member (60) is completed.
如第13圖所示為鉸接斜撐桿件(10)之較佳應用實施例,鉸接斜撐桿件(10)置入設有軸孔之連接座(26),以軸桿(27)插入連接座(26)與鉸接斜撐桿件(10)之軸孔後固定,完成鉸接斜撐桿件(10)與結構物梁柱桿件(60)之連結組裝,以鉸接方式連結方可確保鉸接斜撐桿件(10)只承受軸向之載重。 As shown in Fig. 13, a preferred application embodiment of the hinged diagonal strut member (10) is provided with a hinged strut member (10) placed in a connecting seat (26) provided with a shaft hole and inserted into the shaft (27) The connecting seat (26) is fixed to the shaft hole of the hinged diagonal strut member (10) to complete the joint assembly of the hinged diagonal strut member (10) and the structural beam-column member (60), and is hingedly connected to ensure The articulated diagonal strut (10) is only subjected to axial loads.
如第12圖與第13圖所示,鉸接斜撐桿件(10)軸向兩端可分別以鉸接方式連結於結構物之兩不同桿件(60)上,於結構物之兩不同桿件(60)間產生相對位移時,可使斜撐桿件之中央之消能部位產生軸向之拉伸或壓縮之變形消能功效。 As shown in Figures 12 and 13, the axial ends of the hinged diagonal strut members (10) can be hingedly coupled to two different members (60) of the structure, respectively, in two different members of the structure. When the relative displacement occurs between (60), the energy dissipation portion of the center of the diagonal strut member can be axially stretched or compressed.
10‧‧‧鉸接斜撐桿件 10‧‧‧Hinged diagonal bracing
20‧‧‧斜撐桿件 20‧‧‧ diagonal bracing
21‧‧‧垂直肢 21‧‧‧ vertical limbs
22‧‧‧水平肢 22‧‧‧ horizontal limbs
30‧‧‧軸孔板 30‧‧‧Axis plate
40‧‧‧軸孔 40‧‧‧Axis hole
41‧‧‧嵌槽 41‧‧‧Inlay
43‧‧‧倒角 43‧‧‧Chamfering
50‧‧‧焊道 50‧‧‧weld
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TWI592551B true TWI592551B (en) | 2017-07-21 |
TW201727018A TW201727018A (en) | 2017-08-01 |
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