TW202326007A - Energy-absorbing damper comprising an outer sleeve, an inner sleeve, a plurality of limit pieces and a plurality of buffer ball groups - Google Patents
Energy-absorbing damper comprising an outer sleeve, an inner sleeve, a plurality of limit pieces and a plurality of buffer ball groups Download PDFInfo
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本創作係一種吸能阻尼器,尤指內部容置有多數緩衝球組之吸能阻尼器。The invention is an energy-absorbing damper, especially an energy-absorbing damper with a plurality of buffer ball groups inside.
為了加強建築物之結構,使建築物能於地震時承受地震產生之震動及搖晃,以避免或減低建築物之損壞,現今於建築物之補強工程中,會於建築物的二立柱之間斜向設置有一鋼骨及一油壓阻尼器,所述鋼骨的兩端分別連接一立柱及所述油壓阻尼器,所述油壓阻尼器會連接另一立柱,當地震發生而使建築物之立柱受力時,所述立柱會震動或搖晃而產生位移,並透過所述鋼骨而拉伸或壓縮所述油壓阻尼器。In order to strengthen the structure of the building, so that the building can withstand the vibration and shaking caused by the earthquake, so as to avoid or reduce the damage of the building, in the reinforcement project of the building, it will be inclined between the two columns of the building. A steel frame and an oil pressure damper are arranged in the direction, and the two ends of the steel frame are respectively connected to a column and the oil pressure damper, and the oil pressure damper is connected to another column. When an earthquake occurs, the building When the column is stressed, the column will vibrate or shake to generate displacement, and stretch or compress the oil damper through the steel frame.
其中,所述油壓阻尼器包含一阻尼筒及伸置於所述阻尼筒中的一活塞,所述阻尼筒之內部填充有阻尼油,當所述油壓阻尼器受拉伸或壓縮時,會帶動所述活塞於阻尼筒中移動,阻尼筒中的阻尼油會對所述活塞產生阻力,藉此能抵銷所述立柱的部分受力,以減少所述立柱震動或搖晃之位移。Wherein, the hydraulic damper includes a damping cylinder and a piston extending in the damping cylinder, the inside of the damping cylinder is filled with damping oil, when the hydraulic damper is stretched or compressed, it will The piston is driven to move in the damping cylinder, and the damping oil in the damping cylinder will generate resistance to the piston, thereby offsetting the partial force of the column to reduce the vibration or shaking displacement of the column.
然而,所述油壓阻尼器於使用較長時間後會發生老化,或當所述活塞受壓多次後,所述活塞與所述阻尼筒之連接處的結構強度會降低,導致阻尼油外洩,造成所述油壓阻尼器之阻尼效果受影響,此時,為了避免建築物之結構強度受到影響,會需要將整個油壓阻尼器拆卸並更換,造成維護成本較高,而仍有改良之空間。However, the hydraulic damper will age after being used for a long time, or when the piston is pressed many times, the structural strength of the joint between the piston and the damping cylinder will be reduced, resulting in damping oil leakage. Leakage will affect the damping effect of the hydraulic damper. At this time, in order to avoid the structural strength of the building being affected, the entire hydraulic damper will need to be disassembled and replaced, resulting in high maintenance costs, but there is still improvement. of space.
本創作之主要目的在於提供一吸能阻尼器,希藉此改善現今之油壓阻尼器之維護成本較高的問題。The main purpose of this creation is to provide an energy-absorbing damper, hoping to improve the problem of high maintenance cost of the current hydraulic damper.
為達成前揭目的,本創作吸能阻尼器界定有一緩衝方向,並包含: 一外套筒,該外套筒之內部呈中空,並於一端形成有一組設口,該組設口連通該外套筒之內部; 一內套筒,其係能相對線性移動地設置於該外套筒內,該內套筒之內部呈中空,並於一端形成有一裝設口,該內套筒具有該裝設口之一端沿該緩衝方向伸入該外套筒之組設口,該內套筒之內部與該外套筒之內部連通而形成一容置空間; 複數具有可撓性之限位件,每一限位件之兩端分別設置於該外套筒及該內套筒;及 多數緩衝球組,該多數緩衝球組分別設置於該外套筒與該內套筒之間,並位於該容置空間中,每一緩衝球組包含二球體及一連接結構,該二球體中分別形成有一貫通孔,該連接結構穿設於該二球體之貫通孔中,並分別樞接該二球體,該二球體由吸能材質製成,該連接結構由剛性材質製成。 In order to achieve the purpose of exposing, the energy-absorbing damper of this invention defines a buffering direction, and includes: An outer sleeve, the inside of the outer sleeve is hollow, and a set of openings is formed at one end, and the set of openings communicates with the inside of the outer sleeve; An inner sleeve, which is arranged in the outer sleeve so that it can move relatively linearly, the inside of the inner sleeve is hollow, and an installation opening is formed at one end, and the inner sleeve has an end edge of the installation opening The buffering direction extends into the assembly opening of the outer sleeve, and the interior of the inner sleeve communicates with the interior of the outer sleeve to form an accommodating space; A plurality of flexible stoppers, the two ends of each stopper are respectively arranged on the outer sleeve and the inner sleeve; and A plurality of buffer ball groups, the plurality of buffer ball groups are respectively arranged between the outer sleeve and the inner sleeve, and are located in the accommodating space, each buffer ball group includes two spheres and a connecting structure, the two spheres A through hole is formed respectively, and the connection structure is passed through the through hole of the two spheres, and respectively pivoted to the two spheres, the two spheres are made of energy-absorbing material, and the connection structure is made of rigid material.
本創作吸能阻尼器能用以吸收沿所述緩衝方向傳遞之能量,當所述吸能阻尼器受力而壓縮時,該外套筒及該內套筒會擠壓位於該容置空間中的該多數緩衝球組,每一緩衝球組之該二球體會分別受壓縮而發生彈性變形以吸收能量,當所述吸能阻尼器受力較大時,該二球體能扭曲變形,且能相對轉動,而所述球體之貫通孔會內縮而發生塑性變形,使所述緩衝球組發生彈塑性變形,藉此進一步吸收能量,而該二球體之間能藉由該連接結構之連接,以產生與力量來源方向相反之阻尼消能、抗壓、抗剪及抗扭功能,藉此使所述吸能阻尼器能有效地吸收能量並提供阻尼功能,而當所述緩衝球組之球體塑性變形時,透過更換該多數緩衝球組,所述吸能阻尼器就能繼續使用,而能有效降低維護之成本。The energy-absorbing damper of this invention can be used to absorb the energy transmitted along the buffering direction. When the energy-absorbing damper is compressed by force, the outer sleeve and the inner sleeve will be squeezed into the accommodation space The plurality of buffer ball groups, the two balls of each buffer ball group will be respectively compressed and elastically deformed to absorb energy. Relatively rotated, the through holes of the spheres will be retracted and plastically deformed, causing the buffer ball group to undergo elastic-plastic deformation, thereby further absorbing energy, and the connection between the two spheres can be achieved through the connection structure. To produce damping energy dissipation, compression resistance, shear resistance and torsion resistance functions opposite to the direction of the force source, so that the energy absorbing damper can effectively absorb energy and provide damping functions, and when the ball of the buffer ball group During plastic deformation, the energy-absorbing damper can continue to be used by replacing the plurality of buffer ball groups, thereby effectively reducing maintenance costs.
請參閱圖1至圖9,為本創作吸能阻尼器1之一種較佳實施例,其界定有一緩衝方向D1,並包含一外套筒10、一內套筒20、複數具有可撓性之限位件30及多數緩衝球組40。Please refer to Fig. 1 to Fig. 9, which is a preferred embodiment of the energy-absorbing damper 1 of this invention, which defines a buffering direction D1, and includes an outer sleeve 10, an inner sleeve 20, and a plurality of flexible The limiter 30 and the plurality of
如圖1及圖2所示,該外套筒10之內部呈中空,並於一端形成有一組設口11,該組設口11連通該外套筒10之內部。As shown in FIG. 1 and FIG. 2 , the inside of the outer sleeve 10 is hollow, and a set of openings 11 is formed at one end, and the set of openings 11 communicates with the inside of the outer sleeve 10 .
如圖1至圖4所示,該內套筒20係能相對線性移動地設置於該外套筒10內,該內套筒20之內部呈中空,並於一端形成有一裝設口21,該內套筒20具有該裝設口21之一端沿該緩衝方向D1伸入該外套筒10之組設口11,該內套筒20之內部與該外套筒10之內部連通而形成一容置空間12。As shown in Figures 1 to 4, the inner sleeve 20 is set in the outer sleeve 10 so that it can move relatively linearly. The inside of the inner sleeve 20 is hollow, and an installation opening 21 is formed at one end. The inner sleeve 20 has one end of the installation opening 21 extending into the assembly opening 11 of the outer sleeve 10 along the buffering direction D1, and the inside of the inner sleeve 20 communicates with the inside of the outer sleeve 10 to form a Set space 12.
此外,該外套筒10包含一外筒部13及一組設座14,該外筒部13之一端形成該組設口11,該組設座14設置於該外筒部13之另一端,該組設座14形成有複數組設孔141及複數組設環142,該複數組設孔141及該複數組設環142分別呈環狀間隔排列;該內套筒20包含一內筒部22及一裝設座23,該內筒部22之一端形成該裝設口21,並能伸入該外筒部13中,該裝設座23設置於該內筒部22之另一端,該裝設座23形成有複數裝設孔231及複數裝設環232,該複數裝設孔231及該複數裝設環232分別呈環狀間隔排列。In addition, the outer sleeve 10 includes an outer cylinder portion 13 and a set of seats 14, one end of the outer cylinder portion 13 forms the set of openings 11, and the set of seats 14 is arranged at the other end of the outer cylinder portion 13, The set of seats 14 is formed with a plurality of sets of holes 141 and a plurality of sets of rings 142, the plurality of sets of holes 141 and the plurality of sets of rings 142 are arranged at intervals in a ring shape; the inner sleeve 20 includes an inner cylinder portion 22 And a mounting seat 23, one end of the inner cylinder portion 22 forms the installation opening 21, and can extend into the outer cylinder portion 13, the mounting seat 23 is arranged on the other end of the inner cylinder portion 22, the installation The seat 23 is formed with a plurality of installation holes 231 and a plurality of installation rings 232 , and the plurality of installation holes 231 and the plurality of installation rings 232 are arranged at intervals in a ring shape.
如圖1及圖3所示,每一限位件30之兩端分別設置於該外套筒10及該內套筒20,於本創作之較佳實施例中,所述限位件30為一鋼索,較佳地,該複數限位件30之兩端分別設置於該複數組設環142及該複數裝設環232。As shown in Figures 1 and 3, the two ends of each limiting member 30 are respectively arranged on the outer sleeve 10 and the inner sleeve 20. In a preferred embodiment of the invention, the limiting member 30 is As for a steel cable, preferably, the two ends of the plurality of limiting parts 30 are respectively arranged on the plurality of installation rings 142 and the plurality of installation rings 232 .
此外,該內套筒20具有一補充口221及一蓋板222,該補充口221連通該內套筒20之內部,該蓋板222係能拆組地設置於該補充口221,並用以封閉該補充口221,較佳地,該補充口221形成於該內筒部22,該蓋板222之外側與該內筒部22之外側平行,以避免該內套筒20之內筒部22伸入該外套筒10之外筒部13時發生干涉。In addition, the inner sleeve 20 has a refill port 221 and a cover plate 222, the refill port 221 communicates with the interior of the inner sleeve 20, the cover plate 222 is detachably arranged on the refill port 221, and is used to close The replenishment port 221, preferably, the replenishment port 221 is formed in the inner cylinder portion 22, and the outside of the cover plate 222 is parallel to the outside of the inner cylinder portion 22, so as to prevent the inner cylinder portion 22 of the inner sleeve 20 from stretching. Interference occurs when inserting the outer tube portion 13 of the outer sleeve 10 .
另外,該外套筒10包含複數補強肋15,該複數補強肋15分別設置於該外筒部13及該組設座14之連接處;該內套筒20包含複數加強肋24,該複數加強肋24分別設置於該內筒部22及該裝設座23之連接處,藉由設置該複數補強肋15及該複數加強肋24,能分別提升該外套筒10及該內套筒20之結構強度。In addition, the outer sleeve 10 includes a plurality of reinforcing ribs 15, and the plurality of reinforcing ribs 15 are respectively arranged at the junction of the outer cylinder portion 13 and the set of seats 14; the inner sleeve 20 includes a plurality of reinforcing ribs 24, and the plurality of reinforcing ribs Ribs 24 are respectively provided at the joints of the inner cylinder portion 22 and the installation seat 23, and by providing the plurality of reinforcing ribs 15 and the plurality of reinforcing ribs 24, the outer sleeve 10 and the inner sleeve 20 can be respectively raised. Structural strength.
如圖5至圖9所示,該多數緩衝球組40分別設置於該外套筒10與該內套筒20之間,並位於該容置空間12中,每一緩衝球組40包含二球體41及一連接結構42,該二球體41中分別形成有一貫通孔411,該連接結構42穿設於該二球體41之貫通孔411中,並分別樞接該二球體41,該二球體41由吸能材質製成,並能相對樞轉,該連接結構42由剛性材質製成,其中,該二球體41能由不同硬度的吸能材質製成,吸能材質係指能藉由變形而吸收能量之材質,如海綿、乳膠及橡膠等,較佳地,該二球體41之材質為硫化橡膠。As shown in Figures 5 to 9, the plurality of
此外,如圖6A、圖6B及圖6C所示,每一緩衝球組40之連接結構42包含一螺栓421及複數螺帽422,該螺栓421依序形成有一中間段423及一組設段424,該螺栓421自該二球體41中之其中一球體41的貫通孔411中伸入,該螺栓421之中間段423位於該二球體41之間,該螺栓421之組設段424伸入另一球體41之貫通孔411,該複數螺帽422分別螺設於該螺栓421,較佳地,該螺栓421為高張力螺栓,其中,透過於該螺栓421之組設段424螺設二所述螺帽422,能提升該連接結構42與該二球體41之間的組設穩定性,而所述螺帽422與所述球體41之間以及該螺栓421與所述球體41之間還能設置有墊片,以增加鎖固時之接觸面積,藉此提升鎖固穩定性。In addition, as shown in Fig. 6A, Fig. 6B and Fig. 6C, the
所述緩衝球組40具有多種態樣,如圖6A所示,該二球體41相互鄰接,該複數螺帽422的數量為二,並螺設於該螺栓421之組設段424;如圖6B所示,該二球體41之間間隔有一距離,該複數螺帽422的數量為四,且二個螺帽422螺設於該螺栓421之中間段423並分別抵接該二球體41,另二螺帽422螺設於該螺栓421之組設段424;如圖6C所示,於本創作吸能阻尼器1之較佳實施例中,該二球體41之間間隔有一距離,該複數螺帽422的數量為五,三個螺帽422螺設於該螺栓421之中間段423,另二螺帽422螺設於該螺栓421之組設段424,無論所述緩衝球組40是何種態樣,皆具有阻尼消能、抗壓、抗剪及抗扭功能。The
其中,當該二球體41之間的間隔距離較大時,該二球體41能相對扭轉的幅度較大,以提升抗扭能力,而當該螺栓421之中間段423螺設有較多所述螺帽422時,該連接結構42的結構強度增加,藉此提升所述緩衝球組40之抗剪能力,再者,透過二個螺帽422螺設於該螺栓421之組設段424的設計,能有效提升該螺栓421與所述螺帽422之間的結合強度。Wherein, when the distance between the two
本創作吸能阻尼器1能用以吸收能量,當所述吸能阻尼器1受力,而使該外套筒10及該內套筒20沿所述緩衝方向D1壓縮時,該容置空間12中的該多數緩衝球組40會被擠壓變形並吸收能量,而達成阻尼之效果。The energy-absorbing damper 1 of the present invention can be used to absorb energy. When the energy-absorbing damper 1 is stressed and the outer sleeve 10 and the inner sleeve 20 are compressed along the buffering direction D1, the accommodating space The plurality of
如圖13所示,以將所述吸能阻尼器1連接一鋼骨50並裝設於一建築物之二立柱60之間為例,工作人員能將外部螺栓穿設於該外套筒10之組設座14的組設孔141及一立柱60,並將外部螺栓穿設於該內套筒20之裝設座23的裝設孔231及所述鋼骨50,所述鋼骨50連接另一立柱60,當該二立柱60因受力而壓縮所述吸能阻尼器1時,該外套筒10及該內套筒20會沿該緩衝方向D1相互靠近,並擠壓位於該容置空間12中的該多數緩衝球組40,使所述緩衝球組40之球體41產生形變,並藉此吸收所述立柱60傳遞之能量,其中,藉由該複數限位件30連接該外套筒10及該內套筒20,能避免該外套筒10及該內套筒20分離,而該複數限位件30具可撓性,藉此能避免所述吸能阻尼器1之壓縮受影響。As shown in Figure 13, taking the energy-absorbing damper 1 connected to a steel frame 50 and installed between two columns 60 of a building as an example, the staff can pass the external bolts through the outer sleeve 10 The assembly hole 141 of the assembly seat 14 and a column 60, and the external bolts are passed through the installation hole 231 of the installation seat 23 of the inner sleeve 20 and the steel frame 50, and the steel frame 50 is connected Another upright 60, when the two uprights 60 compress the energy-absorbing damper 1 due to force, the outer sleeve 10 and the inner sleeve 20 will approach each other along the buffering direction D1, and press the The plurality of
如圖10及圖11所示,以該容置空間12中的單一緩衝球組40觀之,該二球體41中之其中一球體41會受其餘的緩衝球組40固定圍束,因此當另一球體41受力而變形移動或扭轉時,藉由該連接結構42連接該二球體41,使受力移動的球體41能復位並消能,而受固定圍束之球體41能產生與力量來源方向相反之阻尼消能、抗壓、抗剪及抗扭功能;受力扭轉的球體41則因能相對該連接結構42樞轉,而不會將扭力傳遞之另一球體41,藉此提升所述緩衝球組40之抗扭能力。As shown in Fig. 10 and Fig. 11, in view of the single
此外,請參閱圖12,為所述吸能阻尼器1受力時之應力-應變示意圖,當所述吸能阻尼器1受力而壓縮到該容置空間12中的該多數緩衝球組40時,所述緩衝球組40會先經歷變形階段一(P1):該二球體41受到壓縮而發生彈性變形,若所述吸能阻尼器1之受力提升,所述緩衝球組40會經歷變形階段二(P2):該二球體41會扭曲變形,而所述球體41之貫通孔411會內縮而發生塑性變形,使所述球體41產生彈塑性變形,接著所述緩衝球組40會經歷變形階段三(P3):所述貫通孔411進一步內縮而使所述球體41產生塑性變形,而當所述吸能阻尼器1之受力持續提升時,所述吸能阻尼器1中的緩衝球組40會重複經歷變形階段二(P2)及變形階段三(P3),即該二球體41循環性地發生彈塑性變形及塑性變形,因此所述吸能阻尼器1能承受如斷層變位之反覆剪動。In addition, please refer to FIG. 12 , which is a stress-strain schematic diagram of the energy-absorbing damper 1 when it is stressed. , the
另外,如圖7所示,該多數緩衝球組40於該容置空間12中能平行該緩衝方向D1堆疊排列;或如圖8所示,該多數緩衝球組40於該容置空間12中能垂直該緩衝方向D1堆疊排列;抑或是如圖9所示,該多數緩衝球組40於該容置空間12中係隨機堆疊排列,無論該多數緩衝球組40於該容置空間12中是如何排列,皆會使所述吸能阻尼器1能有效地吸收能量而達成阻尼效果,其中,該多數緩衝球組40於該容置空間12中呈隨機堆疊排列時,會具有較佳的吸能效果。In addition, as shown in FIG. 7 , the plurality of
再者,當所述緩衝球組40之球體41塑性變形後,工作人員能拆卸或放鬆該複數限位件30,而使該內套筒20及該外套筒10分離並露出該內套筒20之補充口221,再將該蓋板222拆卸,並透過該補充口221更換該容置空間12中的緩衝球組40,藉此提升更換所述緩衝球組40之便利性,另外,透過調整該複數限位件30而能控制該外套筒10之組設座14與該內套筒20之裝設座23之間的距離,而能調整所述吸能阻尼器1之整體高度,以提升本創作之建置範圍。Moreover, after the
本創作吸能阻尼器1具有多種應用方式,例如用於建物之補強結構,如圖14所示,所述吸能阻尼器1能結合於一雙向鋼骨70,並設置於建築物之二立柱60之間,以作為建築物之補強結構;如圖15所示,所述吸能阻尼器1能藉由一支撐柱80而連接埋於地面下的基樁,並設置於一擋土牆90或一建築物之外壁,藉此能提升所述擋土牆90及所述建築物之抗震能力。The energy-absorbing damper 1 of the present invention has multiple application methods, such as being used for reinforcing structures of buildings. As shown in FIG. between 60 to serve as a reinforcement structure for buildings; as shown in Figure 15, the energy-absorbing damper 1 can be connected to foundation piles buried in the ground through a supporting column 80, and is arranged on a retaining wall 90 Or an outer wall of a building, whereby the seismic capacity of the retaining wall 90 and the building can be improved.
此外,所述吸能阻尼器1能用於提供緩衝功能,如圖16所示,所述吸能阻尼器1能擺置於電梯井的底部,而能作為一電梯車廂A故障墜落時之阻尼器,減少所述電梯車廂A墜落之撞擊力;如圖17所示,所述吸能阻尼器1能裝設於一碼頭防撞護欄B之基樁與防撞桿之間,而能於所述碼頭防撞護欄B受到撞擊時吸收撞擊能量,藉此提升所述碼頭防撞護欄B之防護安全性;如圖18所示,所述吸能阻尼器1能裝設於河川兩側之土石流攔截樁C上,並連接一攔截索D,藉此能於漂流木及石頭衝擊所述攔截索D時吸收衝擊能量;如圖19所示,所述吸能阻尼器1能裝設於山邊公路之擋落石牆與一擋落石護網E之間,而能於落石自山坡上滾落時吸收落石之衝擊力,並提升所述擋落石護網E之結構強度。In addition, the energy-absorbing damper 1 can be used to provide a buffer function, as shown in Figure 16, the energy-absorbing damper 1 can be placed at the bottom of the elevator shaft, and can be used as a damping when the elevator car A fails and falls device to reduce the impact force of the fall of the elevator car A; When the wharf anti-collision barrier B is hit, it absorbs the impact energy, thereby improving the protection safety of the wharf anti-collision barrier B; On the interception pile C, and connect an interception cable D, thereby can absorb impact energy when driftwood and stone impact described interception cable D; As shown in Fig. Between the rockfall retaining wall and a rockfall retaining net E, the impact force of falling rocks can be absorbed when the rockfall rolls down the hillside, and the structural strength of the rockfall retaining net E can be improved.
再者,所述吸能阻尼器1能用於提升道路安全之用途,如圖20所示,所述吸能阻尼器1能裝設於道路分隔島與一路緣護欄F之間,藉此於車輛撞擊所述路緣護欄F時吸收衝擊力並提供阻尼,以提升駕駛人之安全性;如圖21所示,所述吸能阻尼器1能裝設於高速公路之兩側車道的紐澤西護欄G之間,藉此於車輛撞擊所述紐澤西護欄G提供緩衝;如圖22所示,所述吸能阻尼器1能設置於斜坡路面如山路或停車場出入斜坡之轉彎處的外側,並裝設於外側護壁與一外側護欄H之間,當車輛於上下坡而不慎衝撞所述外側護欄H時,所述吸能阻尼器1能提供阻尼及緩衝。Furthermore, the energy-absorbing damper 1 can be used to improve road safety. As shown in FIG. When the vehicle hits the curb guardrail F, it absorbs the impact force and provides damping to improve the safety of the driver; Between the west guardrails G, so as to provide a buffer when the vehicle hits the New Jersey guardrail G; as shown in Figure 22, the energy-absorbing damper 1 can be arranged on the outside of the turning of the slope road such as a mountain road or a parking lot entrance and exit slope , and installed between the outer guard wall and an outer guardrail H, when the vehicle accidentally collides with the outer guardrail H when going up and downhill, the energy-absorbing damper 1 can provide damping and buffering.
綜上所述,當本創作吸能阻尼器1受力,而使該外套筒10及該內套筒20沿所述緩衝方向D1壓縮時,該容置空間12中的該多數緩衝球組40會被擠壓變形並吸收能量,以達成阻尼之效果,而當所述緩衝球組40之球體41塑性變形後,透過更換該多數緩衝球組40,所述吸能阻尼器1就能繼續使用,而能有效降低維護之成本,且所述吸能阻尼器1具有多種應用方式,而有效提升本創作之建置範圍。To sum up, when the energy-absorbing damper 1 of the present invention is stressed and the outer sleeve 10 and the inner sleeve 20 are compressed along the buffering direction D1, the plurality of buffer ball groups in the accommodating space 12 40 will be squeezed and deformed to absorb energy to achieve the damping effect, and when the
1:吸能阻尼器 10:外套筒 11:組設口 12:容置空間 13:外筒部 14:組設座 141:組設孔 142:組設環 15:補強肋 20:內套筒 21:裝設口 22:內筒部 221:補充口 222:蓋板 23:裝設座 231:裝設孔 232:裝設環 24:加強肋 30:限位件 40:緩衝球組 41:球體 411:貫通孔 42:連接結構 421:螺栓 422:螺帽 423:中間段 424:組設段 50:鋼骨 60:立柱 70:雙向鋼骨 80:支撐柱 90:擋土牆 D1:緩衝方向 P1:變形階段一 P2:變形階段二 P3:變形階段三 A:電梯車廂 B:碼頭防撞護欄 C:土石流攔截樁 D:攔截索 E:擋落石護網 F:路緣護欄 G:紐澤西護欄 H:外側護欄 1: Energy absorbing damper 10: Outer sleeve 11: Group setting port 12:Accommodating space 13: Outer cylinder 14: Set seat 141: Set holes 142: set ring 15: Reinforcing rib 20: inner sleeve 21: Installation mouth 22: Inner cylinder 221: Supplementary port 222: cover plate 23: Installation base 231: installation hole 232: installation ring 24: Rib 30: limit piece 40: buffer ball group 41: sphere 411: through hole 42: Connection structure 421: Bolt 422: Nut 423: middle section 424: set segment 50: steel frame 60: column 70: two-way steel frame 80: support column 90: Retaining Wall D1: buffer direction P1: Deformation stage one P2: Transformation stage two P3: Transformation stage three A: Elevator car B: Wharf anti-collision barrier C: Earth-rock flow interception pile D: intercept cable E: Rockfall protection net F: curb guardrail G: New Jersey Guardrail H: outer guardrail
圖1:為本創作吸能阻尼器之一種較佳實施例之立體示意圖。 圖2:為本創作吸能阻尼器之外套筒及內套筒之分解示意圖。 圖3:為本創作吸能阻尼器之側視平面示意圖。 圖4:為圖3之A-A剖面示意圖。 圖5:為本創作吸能阻尼器之緩衝球組之一種態樣之立體示意圖。 圖6A:為本創作吸能阻尼器之緩衝球組之一種態樣之局部剖面示意圖。 圖6B:為本創作吸能阻尼器之緩衝球組之另一種態樣之局部剖面示意圖。 圖6C:為本創作吸能阻尼器之緩衝球組之較佳實施例之局部剖面示意圖。 圖7:為本創作吸能阻尼器之緩衝球組平行該緩衝方向堆疊排列之側視剖面示意圖。 圖8:為本創作吸能阻尼器之緩衝球組垂直該緩衝方向堆疊排列之側視剖面示意圖。 圖9:為本創作吸能阻尼器之緩衝球組隨機堆疊排列之側視剖面示意圖。 圖10:為本創作吸能阻尼器之緩衝球組之受力狀態示意圖(一)。 圖11:為本創作吸能阻尼器之緩衝球組之受力狀態示意圖(二)。 圖12:為本創作吸能阻尼器於受力時之應力-應變示意圖。 圖13:為本創作吸能阻尼器之連接鋼骨並裝設於建築物的二立柱之間之示意圖。 圖14:為本創作吸能阻尼器之連接雙向鋼骨並裝設於建築物的二立柱之間之示意圖。 圖15:為本創作吸能阻尼器裝設於擋土牆之示意圖。 圖16:為本創作吸能阻尼器作為電梯之故障墜落阻尼器之示意圖。 圖17:為本創作吸能阻尼器用於碼頭防撞護欄之示意圖。 圖18:為本創作吸能阻尼器用於攔截河川之土石流之示意圖。 圖19:為本創作吸能阻尼器用於山邊公路之擋落石牆之示意圖。 圖20:為本創作吸能阻尼器用於路緣護欄之示意圖。 圖21:為本創作吸能阻尼器用於高速公路之紐澤西護欄之示意圖。 圖22:為本創作吸能阻尼器用於斜坡路面之外側護欄之示意圖。 Fig. 1: A three-dimensional schematic diagram of a preferred embodiment of the energy-absorbing damper of this invention. Figure 2: An exploded schematic diagram of the outer sleeve and inner sleeve of the energy-absorbing damper of this creation. Figure 3: A schematic diagram of the side view of the energy-absorbing damper created for this invention. Fig. 4: is a schematic cross-sectional view of A-A in Fig. 3 . Figure 5: A three-dimensional schematic diagram of one form of the buffer ball group of the energy-absorbing damper of this invention. Fig. 6A: A partial cross-sectional schematic diagram of one form of the buffer ball group of the energy-absorbing damper of this invention. Fig. 6B: A partial cross-sectional schematic diagram of another form of the buffer ball group of the energy-absorbing damper of this invention. Fig. 6C: a partial cross-sectional schematic diagram of a preferred embodiment of the buffer ball group of the energy-absorbing damper of the present invention. Figure 7: It is a side view cross-sectional schematic diagram of the cushioning ball groups of the energy-absorbing damper of this invention stacked and arranged parallel to the cushioning direction. Figure 8: It is a side view cross-sectional schematic diagram of the buffer ball groups of the energy-absorbing damper of this invention stacked and arranged vertically to the buffer direction. Figure 9: A side view cross-sectional schematic diagram of the randomly stacked buffer ball groups of the energy-absorbing damper of this invention. Figure 10: Schematic diagram of the stress state of the buffer ball group of the energy-absorbing damper of this invention (1). Figure 11: Schematic diagram of the force state of the buffer ball group of the energy-absorbing damper of this creation (2). Figure 12: A schematic diagram of the stress-strain of the energy-absorbing damper of this invention when it is stressed. Figure 13: It is a schematic diagram of the connecting steel frame of the energy-absorbing damper of this invention and installed between the two columns of the building. Figure 14: It is a schematic diagram of the energy-absorbing damper connected to the two-way steel frame and installed between the two columns of the building. Figure 15: A schematic diagram of the energy-absorbing damper installed on the retaining wall for this creation. Figure 16: A schematic diagram of the energy-absorbing damper created by the present invention as the fault fall damper of the elevator. Figure 17: A schematic diagram of the energy-absorbing damper used in the wharf anti-collision barrier for this creation. Figure 18: A schematic diagram of an energy-absorbing damper created for this purpose to intercept landslides in rivers. Figure 19: A schematic diagram of the energy-absorbing damper created for this project used in the rock-falling wall of the mountainside road. Figure 20: Schematic diagram of the energy-absorbing damper used for curb barriers created for this purpose. Figure 21: Schematic diagram of the energy-absorbing damper used in the highway guardrail in New Jersey. Figure 22: A schematic diagram of the energy-absorbing damper used in this creation for the outer guardrail on a slope.
1:吸能阻尼器 1: Energy absorbing damper
10:外套筒 10: Outer sleeve
13:外筒部 13: Outer cylinder
14:組設座 14: Set seat
141:組設孔 141: Set holes
142:組設環 142: set ring
15:補強肋 15: Reinforcing rib
20:內套筒 20: inner sleeve
22:內筒部 22: Inner cylinder
222:蓋板 222: cover plate
23:裝設座 23: Installation base
231:裝設孔 231: installation hole
232:裝設環 232: installation ring
24:加強肋 24: Rib
30:限位件 30: limit piece
Claims (10)
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JP6471994B2 (en) * | 2014-10-29 | 2019-02-20 | 国立研究開発法人建築研究所 | Damping damper for structures |
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