TWI785949B - energy absorbing damper - Google Patents

energy absorbing damper Download PDF

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TWI785949B
TWI785949B TW110149063A TW110149063A TWI785949B TW I785949 B TWI785949 B TW I785949B TW 110149063 A TW110149063 A TW 110149063A TW 110149063 A TW110149063 A TW 110149063A TW I785949 B TWI785949 B TW I785949B
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energy
spheres
bolt
inner sleeve
absorbing damper
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TW110149063A
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TW202326007A (en
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沈茂松
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國立高雄科技大學
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Abstract

本創作吸能阻尼器包含一外套筒、一內套筒、複數限位件及多數緩衝球組,內套筒裝設於外套筒中,內套筒之內部與外套筒之內部連通而形成一容置空間,限位件之兩端分別設置於外套筒及內套筒,緩衝球組包含由吸能材質製成之二球體,並容置於該容置空間中,當本創作吸能阻尼器受力而使該外套筒及該內套筒相對靠近時,該容置空間中的該多數緩衝球組會被擠壓變形並吸收能量,以達成阻尼之效果,而當所述緩衝球組之球體塑性變形後,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,且吸能阻尼器具有多種應用方式。The energy-absorbing damper of this creation includes an outer sleeve, an inner sleeve, multiple limit pieces and multiple buffer ball groups. The inner sleeve is installed in the outer sleeve, and the inside of the inner sleeve communicates with the inside of the outer sleeve. To form an accommodating space, the two ends of the limiter are respectively arranged on the outer sleeve and the inner sleeve, and the buffer ball group includes two spheres made of energy-absorbing material, which are accommodated in the accommodating space. When the energy-absorbing damper is stressed and the outer sleeve and the inner sleeve are relatively close, the plurality of buffer ball groups in the accommodation space will be squeezed and deformed to absorb energy to achieve the damping effect, and when After the balls of the buffer balls are plastically deformed, the energy-absorbing damper can continue to be used by replacing the majority of the buffering balls, which can effectively reduce maintenance costs, and the energy-absorbing damper can be used in a variety of ways.

Description

吸能阻尼器energy absorbing damper

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 decrease, resulting in the damping oil leaking out. 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,該外套筒相對於該組設口的另一端設有一組設座;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,該內套筒相對於該裝設口的另一端設有一裝設座;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,且該多數緩衝球組中的部分所述緩衝球組能抵靠該外套筒之組設座或該內套筒之裝設座,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,所述貫通孔具有能被壓縮變形的空間,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,使該二球體能相對樞轉,該二球體由彈性吸能材質製成,該連接結構由剛性材質製成。 In order to achieve the purpose of the previous disclosure, 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 outer sleeve. Inside the sleeve, the outer sleeve is provided with a set of seats opposite to the other end of the set opening; an inner sleeve is arranged in the outer sleeve so that it can move relatively linearly, and the inside of the inner sleeve It is hollow and has an installation opening formed at one end. The inner sleeve has one end of the installation opening extending into the assembly opening of the outer sleeve along the buffer direction. The inner sleeve and the outer sleeve The inner sleeve is connected to form an accommodating space, and the other end of the inner sleeve relative to the installation port is provided with a mounting seat; a plurality of flexible limiting parts, and the two ends of each limiting part are respectively arranged on the 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, and the plurality of buffer ball groups Part of the buffer ball group can be against the assembly seat of the outer sleeve or the installation seat of the inner sleeve, each buffer ball group includes two spheres and a connecting structure, and a through hole is formed in the two spheres respectively , the through-hole has a space that can be compressed and deformed, the connection structure is installed in the through-hole of the two spheres, and respectively pivots the two spheres so that the two spheres can pivot relative to each other, and the two spheres are elastically absorbed Made of functional material, the connecting 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. Rotate relative to each other, and the through hole of the sphere will shrink inward and undergo plastic deformation, making the buffer ball group elastic-plastic deformation, so as to further absorb energy, and the connection between the two spheres can be connected by 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 described The energy-absorbing damper can effectively absorb energy and provide a damping function, and when the balls of the buffer ball group are plastically deformed, by replacing the majority of the buffer ball groups, the energy-absorbing damper can continue to be used, which can effectively reduce maintenance costs.

1:吸能阻尼器 1: Energy absorbing damper

10:外套筒 10: Outer sleeve

11:組設口 11: Group setting port

12:容置空間 12:Accommodating space

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

21:裝設口 21: Installation mouth

22:內筒部 22: Inner cylinder

221:補充口 221: Supplementary port

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

40:緩衝球組 40: buffer ball group

41:球體 41: sphere

411:貫通孔 411: through hole

42:連接結構 42: Connection structure

421:螺栓 421: Bolt

422:螺帽 422: Nut

423:中間段 423: middle section

424:組設段 424: set segment

50:鋼骨 50: steel frame

60:立柱 60: column

70:雙向鋼骨 70: two-way steel frame

80:支撐柱 80: support column

90:擋土牆 90: Retaining Wall

D1:緩衝方向 D1: buffer direction

P1:變形階段一 P1: Deformation stage one

P2:變形階段二 P2: Transformation stage two

P3:變形階段三 P3: Transformation stage three

A:電梯車廂 A: Elevator car

B:碼頭防撞護欄 B: Wharf anti-collision barrier

C:土石流攔截樁 C: Earth-rock flow interception pile

D:攔截索 D: intercept cable

E:擋落石護網 E: Rockfall protection net

F:路緣護欄 F: curb guardrail

G:紐澤西護欄 G: New Jersey Guardrail

H:外側護欄 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。 Fig. 1: A three-dimensional schematic diagram of a preferred embodiment of the energy-absorbing damper of this invention.

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。 Figure 2: An exploded schematic diagram of the outer sleeve and inner sleeve of the energy-absorbing damper of this creation.

圖3:為本創作吸能阻尼器之側視平面示意圖。 Figure 3: A schematic diagram of the side view of the energy-absorbing damper created for this invention.

圖4:為圖3之A-A剖面示意圖。 Fig. 4: is a schematic cross-sectional view of A-A in Fig. 3 .

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。 Figure 5: A three-dimensional schematic diagram of one form of the buffer ball group of the energy-absorbing damper of this invention.

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。 Fig. 6A: A partial cross-sectional schematic diagram of one form of the buffer ball group of the energy-absorbing damper of this invention.

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。 Fig. 6B: A partial cross-sectional schematic diagram of another form of the buffer ball group of the energy-absorbing damper of this invention.

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。 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.

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。 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.

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。 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.

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。 Figure 9: A side view cross-sectional schematic diagram of the randomly stacked buffer ball groups of the energy-absorbing damper of this invention.

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)。 Figure 10: Schematic diagram of the stress state of the buffer ball group of the energy-absorbing damper of this invention (1).

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)。 Figure 11: Schematic diagram of the force state of the buffer ball group of the energy-absorbing damper of this creation (2).

圖12:為本創作吸能阻尼器於受力時之應力-應變示意圖。 Figure 12: A schematic diagram of the stress-strain of the energy-absorbing damper of this invention when it is stressed.

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。 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.

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。 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.

圖15:為本創作吸能阻尼器裝設於擋土牆之示意圖。 Figure 15: A schematic diagram of the energy-absorbing damper installed on the retaining wall for this creation.

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。 Figure 16: A schematic diagram of the energy-absorbing damper created by the present invention as the fault fall damper of the elevator.

圖17:為本創作吸能阻尼器用於碼頭防撞護欄之示意圖。 Figure 17: A schematic diagram of the energy-absorbing damper used in the wharf anti-collision barrier for this creation.

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。 Figure 18: A schematic diagram of an energy-absorbing damper created for this purpose to intercept landslides in rivers.

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。 Figure 19: A schematic diagram of the energy-absorbing damper created for this project used in the rock-falling wall of the mountainside road.

圖20:為本創作吸能阻尼器用於路緣護欄之示意圖。 Figure 20: Schematic diagram of the energy-absorbing damper used for curb barriers created for this purpose.

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。 Figure 21: Schematic diagram of the energy-absorbing damper used in the highway guardrail in New Jersey.

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。 Figure 22: A schematic diagram of the energy-absorbing damper used in this creation for the outer guardrail on a slope.

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 buffer ball groups 40 .

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,所述貫通孔411具有能被壓縮變形的空間,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 buffer ball groups 40 are respectively arranged between the outer sleeve 10 and the inner sleeve 20, and are located in the accommodating space 12, and each buffer ball group 40 includes two balls 41 and a connection structure 42, a through hole 411 is respectively formed in the two spheres 41, the through hole 411 has a space that can be compressed and deformed, the connection structure 42 is set in the through hole 411 of the two spheres 41, and The two spheres 41 are respectively pivotally connected, the two spheres 41 are made of energy-absorbing material, and can pivot relative to each other, and the connecting structure 42 is composed of Rigid material is made, and wherein, these two spheres 41 can be made by the energy-absorbing material of different hardness, and energy-absorbing material refers to the material that can absorb energy by deformation, as sponge, latex and rubber etc., preferably, this The material of the two spheres 41 is vulcanized rubber.

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 connection structure 42 of each buffer ball group 40 includes a bolt 421 and a plurality of nuts 422, and the bolt 421 forms a middle section 423 and a set of section 424 in sequence The bolt 421 extends from the through hole 411 of one of the two spheres 41, the middle section 423 of the bolt 421 is located between the two spheres 41, and the assembly section 424 of the bolt 421 extends into the other. The through hole 411 of the sphere 41, the plurality of nuts 422 are respectively screwed on the bolt 421. Preferably, the bolt 421 is a high tension bolt, wherein two nuts are screwed through the assembly section 424 of the bolt 421. The cap 422 can improve the assembly stability between the connecting structure 42 and the two spheres 41, and between the nut 422 and the sphere 41 and between the bolt 421 and the sphere 41 can also be provided with Washers to increase the contact area during locking, thereby improving the locking stability.

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 buffer ball assembly 40 has various shapes. As shown in FIG. 6A, the two spheres 41 are adjacent to each other, and the number of the plurality of nuts 422 is two, and are screwed on the assembly section 424 of the bolt 421; as shown in FIG. 6B As shown, there is a distance between the two spheres 41, the number of the plurality of nuts 422 is four, and the two nuts 422 are screwed on the middle section 423 of the bolt 421 and abut against the two spheres 41 respectively, and the other two The nut 422 is screwed on the assembly section 424 of the bolt 421; as shown in FIG. The number of 422 is five, three nuts 422 are screwed on the middle section 423 of the bolt 421, and the other two nuts 422 are screwed on the assembly section 424 of the bolt 421, regardless of the state of the buffer ball group 40 All of them have the functions of damping energy dissipation, compression resistance, shear resistance and torsion resistance.

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 spheres 41 is relatively large, the two spheres 41 can be relatively torsionally larger to improve the torsion resistance, and when the middle section 423 of the bolt 421 is provided with more When the nut 422 is used, the structural strength of the connection structure 42 is increased, thereby enhancing the buffer ball group 40 Shear resistance, moreover, through the design of the assembly section 424 where the two nuts 422 are screwed on the bolt 421 , the bonding strength between the bolt 421 and the nut 422 can be effectively improved.

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 buffer ball groups 40 in 12 will be squeezed and deformed to absorb energy, thereby achieving the effect of damping.

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 cushioning ball groups 40 placed in the space 12 can deform the ball 41 of the buffering ball group 40 and thereby absorb the energy transmitted by the column 60. The sleeve 10 and the inner sleeve 20 can prevent the outer sleeve 10 from being separated from the inner sleeve 20, and the plurality of stoppers 30 are flexible, thereby avoiding the compression of the energy-absorbing damper 1 Affected.

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 buffer ball group 40 in the accommodating space 12, one of the spheres 41 in the two spheres 41 will be fixedly surrounded by the remaining buffer ball groups 40, so when the other When a sphere 41 is deformed and moved or twisted under force, the two spheres 41 are connected by the connecting structure 42, so that the sphere 41 that moves under force can reset and dissipate energy, and the sphere 41 that is fixed and bounded can generate and force source Damping energy dissipation, compression resistance, shear resistance and torsion resistance functions in the opposite direction; the sphere 41 that is twisted by force can pivot relative to the connection structure 42, and the other sphere 41 that does not transmit torsion force, thereby improving the Describe the torsion resistance of the buffer ball group 40.

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. At this time, the buffer ball group 40 will first undergo deformation stage one (P1): the two balls 41 are compressed and bounce If the force of the energy-absorbing damper 1 increases, the buffer ball group 40 will undergo deformation stage two (P2): the two spheres 41 will be distorted and deformed, and the through holes 411 of the spheres 41 will be inside Shrinking and plastic deformation occurs, so that the ball 41 produces elastic-plastic deformation, and then the buffer ball group 40 will undergo deformation stage three (P3): the through-hole 411 is further shrunk to make the ball 41 produce plastic deformation, And when the force of the energy-absorbing damper 1 continues to increase, the buffer ball group 40 in the energy-absorbing damper 1 will repeatedly undergo deformation stage two (P2) and deformation stage three (P3), that is, the two spheres 41 undergoes elastic-plastic deformation and plastic deformation cyclically, so the energy-absorbing damper 1 can withstand repeated shearing such as fault displacement.

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 cushioning ball groups 40 can be stacked and arranged parallel to the buffering direction D1 in the accommodating space 12 ; or as shown in FIG. It can be stacked and arranged vertically to the buffering direction D1; or as shown in FIG. No matter how they are arranged, the energy-absorbing damper 1 can effectively absorb energy to achieve a damping effect. Wherein, when the plurality of buffer ball groups 40 are randomly stacked in the accommodating space 12, they will have better energy-absorbing properties. can effect.

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 ball 41 of the buffer ball group 40 is plastically deformed, the worker can disassemble or loosen the plurality of stoppers 30, so that the inner sleeve 20 and the outer sleeve 10 are separated and the inner sleeve is exposed. 20, then disassemble the cover plate 222, and replace the buffer ball group 40 in the accommodating space 12 through the supplementary port 221, thereby improving the convenience of replacing the buffer ball group 40. In addition, through By adjusting the plurality of limiters 30, the distance between the assembly seat 14 of the outer sleeve 10 and the installation seat 23 of the inner sleeve 20 can be controlled, and the overall height of the energy-absorbing damper 1 can be adjusted. To enhance the construction scope of this creation.

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. 60, as a reinforcement structure for buildings; as shown in Figure 15, the energy-absorbing damper 1 A support column 80 can be used to connect foundation piles buried in the ground, and be arranged on a retaining wall 90 or the outer wall of a building, thereby improving the earthquake resistance of the retaining wall 90 and the building .

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 intercepting pile C, and connect an intercepting cable D, thereby can absorb impact energy when driftwood and stone impact described intercepting cable D; 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 enhanced.

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 surface 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 ball 41 of the buffer ball group 40 is plastically deformed, by replacing the plurality of buffer ball groups 40, the energy-absorbing damper 1 can continue use, but can have The cost of maintenance can be effectively reduced, and the energy-absorbing damper 1 has multiple application modes, thereby effectively improving the construction scope of the invention.

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)

一種吸能阻尼器,其界定有一緩衝方向,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,該外套筒相對於該組設口的另一端設有一組設座;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,該內套筒相對於該裝設口的另一端設有一裝設座;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,且該多數緩衝球組中的部分所述緩衝球組能抵靠該外套筒之組設座或該內套筒之裝設座,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,所述貫通孔具有能被壓縮變形的空間,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,使該二球體能相對樞轉,該二球體由彈性吸能材質製成,該連接結構由剛性材質製成。 An energy-absorbing damper, which 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, The other end of the outer sleeve relative to the set opening is provided with a set of seats; an inner sleeve 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 one end of the inner sleeve with the installation opening extends into the assembly opening of the outer sleeve along the buffering direction, and the inside of the inner sleeve communicates with the inside of the outer sleeve to form a In the accommodating space, the inner sleeve is provided with an installation seat at the other end of the installation port; a plurality of flexible limiting parts, and the two ends of each limiting part are respectively arranged on the outer sleeve and the an 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, and part of the buffer ball groups in the plurality of buffer ball groups The ball group can lean against the assembly seat of the outer sleeve or the installation seat of the inner sleeve. Each buffer ball group includes two spheres and a connecting structure. A through hole is formed in the two spheres respectively. The through hole There is a space that can be compressed and deformed. The connection structure is passed through the through hole of the two spheres, and the two spheres are respectively pivoted so that the two spheres can pivot relative to each other. The two spheres are made of elastic energy-absorbing materials. The connecting structure is made of rigid material. 如請求項1所述之吸能阻尼器,其中該多數緩衝球組於該容置空間中能平行或垂直該緩衝方向堆疊排列。 The energy-absorbing damper according to claim 1, wherein the plurality of cushioning ball groups can be stacked and arranged in the accommodating space parallel to or perpendicular to the cushioning direction. 如請求項1所述之吸能阻尼器,其中該多數緩衝球組於該容置空間中係隨機堆疊排列。 The energy-absorbing damper according to claim 1, wherein the plurality of buffer ball groups are randomly stacked and arranged in the accommodating space. 如請求項1所述之吸能阻尼器,其中該內套筒具有一補充口及一蓋板,該補充口連通該內套筒之內部,該蓋板係能拆組地設置於該補充口,並用以封閉該補充口。 The energy-absorbing damper as described in claim 1, wherein the inner sleeve has a supplementary port and a cover plate, the supplementary port communicates with the interior of the inner sleeve, and the cover plate is detachably arranged on the supplementary port , and used to close the supplementary port. 如請求項3所述之吸能阻尼器,其中該內套筒具有一補充口及一蓋板,該補充口連通該內套筒之內部,該蓋板係能拆組地設置於該補充口,並用以封閉該補充口。 The energy-absorbing damper as described in claim 3, wherein the inner sleeve has a supplementary port and a cover plate, the supplementary port communicates with the interior of the inner sleeve, and the cover plate is detachably arranged on the supplementary port , and used to close the supplementary port. 如請求項1至5中任一項所述之吸能阻尼器,其中該外套筒包含一外筒部,該外筒部之一端形成該組設口,該組設座設置於該外筒部之另一端,該組設座形成有複數組設孔及複數組設環,該複數組設孔及該複數組設環分別呈環狀間隔排列;該內套筒包含一內筒部,該內筒部之一端形成該裝設口,並能伸入該外筒部中,該裝設座設置於該內筒部之另一端,該裝設座形成有複數裝設孔及複數裝設環,該複數裝設孔及該複數裝設環分別呈環狀間隔排列,該複數限位件之兩端分別設置於該複數組設環及該複數裝設環。 The energy-absorbing damper according to any one of claims 1 to 5, wherein the outer sleeve includes an outer cylinder portion, one end of the outer cylinder portion forms the set of openings, and the set of seats is arranged on the outer cylinder At the other end of the part, the set of seats is formed with multiple sets of holes and multiple sets of rings, and the multiple sets of holes and the multiple sets of rings are respectively arranged at intervals in a ring; the inner sleeve includes an inner cylinder part, the One end of the inner cylinder part forms the installation opening and can extend into the outer cylinder part. The installation seat is arranged at the other end of the inner cylinder part. The installation seat is formed with a plurality of installation holes and a plurality of installation rings. , the plurality of installation holes and the plurality of installation rings are respectively arranged at intervals in a ring, and the two ends of the plurality of limiting parts are respectively arranged on the plurality of installation rings and the plurality of installation rings. 如請求項6所述之吸能阻尼器,其中該外套筒包含複數補強肋,該複數補強肋分別設置於該外筒部及該組設座之連接處;該內套筒包含複數加強肋,該複數加強肋分別設置於該內筒部及該裝設座之連接處。 The energy-absorbing damper as described in claim 6, wherein the outer sleeve includes a plurality of reinforcing ribs, and the plurality of reinforcing ribs are respectively arranged at the junction of the outer cylinder portion and the set of seats; the inner sleeve includes a plurality of reinforcing ribs , the plurality of reinforcing ribs are respectively arranged at the junction of the inner cylinder portion and the installation seat. 如請求項1至5中任一項所述之吸能阻尼器,其中每一緩衝球組之連接結構包含一螺栓及複數螺帽,該螺栓依序形成有一中間段及一組設段,該螺栓自該二球體中之其中一球體的貫通孔中伸入,該螺栓之中間段位於該二球體之間,該螺栓之組設段伸入另一球體之貫通孔,該複數螺帽分別螺設於該螺栓之中間段及組設段。 The energy-absorbing damper as described in any one of claims 1 to 5, wherein the connection structure of each buffer ball group includes a bolt and a plurality of nuts, and the bolts form a middle section and a set of sections in sequence, the Bolts protrude from the through hole of one of the two spheres, the middle section of the bolt is located between the two spheres, the assembly section of the bolt extends into the through hole of the other sphere, and the plurality of nuts are screwed separately. Set in the middle section and assembly section of the bolt. 如請求項6所述之吸能阻尼器,其中每一緩衝球組之連接結構包含一螺栓及複數螺帽,該螺栓依序形成有一中間段及一組設段,該螺栓自該二球體中之其中一球體的貫通孔中伸入,該螺栓之中間段位於該二球體之間,該螺栓之組設段伸入另一球體之貫通孔,該複數螺帽分別螺設於該螺栓之中間段及組設段。 The energy-absorbing damper as described in claim 6, wherein the connection structure of each buffer ball group includes a bolt and a plurality of nuts, and the bolt forms a middle section and a set of sections in sequence, and the bolt is formed from the two spheres The through-hole of one of the spheres extends, the middle section of the bolt is located between the two spheres, the assembly section of the bolt extends into the through-hole of the other sphere, and the plurality of nuts are respectively screwed in the middle of the bolt segment and set segment. 如請求項7所述之吸能阻尼器,其中每一緩衝球組之連接結構包含一螺栓及複數螺帽,該螺栓依序形成有一中間段及一組設段,該螺栓自該二球體中之其中一球體的貫通孔中伸入,該螺栓之中間段位於該二球體之間,該螺栓之組設段伸入另一球體之貫通孔,該複數螺帽分別螺設於該螺栓之中間段及組設段。The energy-absorbing damper as described in claim 7, wherein the connection structure of each buffer ball group includes a bolt and a plurality of nuts, and the bolt forms a middle section and a set of sections in sequence, and the bolt is formed from the two spheres The through-hole of one of the spheres extends, the middle section of the bolt is located between the two spheres, the assembly section of the bolt extends into the through-hole of the other sphere, and the plurality of nuts are respectively screwed in the middle of the bolt segment and set segment.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005308081A (en) * 2004-04-21 2005-11-04 Nsk Ltd Ball screw device
CN102639900A (en) * 2009-11-16 2012-08-15 福斯特-米勒公司 Shock energy absorber
JP2016084920A (en) * 2014-10-29 2016-05-19 国立研究開発法人建築研究所 Seismic base isolator damper for structure
CN108036003A (en) * 2017-12-30 2018-05-15 中国科学院沈阳自动化研究所 A kind of vibration damping safeguard structure of imitative C60 molecular structures
CN110778638A (en) * 2019-11-25 2020-02-11 苏州市相城区望亭镇天瑞机械配件加工厂 Cushion block structure for automobile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005308081A (en) * 2004-04-21 2005-11-04 Nsk Ltd Ball screw device
CN102639900A (en) * 2009-11-16 2012-08-15 福斯特-米勒公司 Shock energy absorber
JP2016084920A (en) * 2014-10-29 2016-05-19 国立研究開発法人建築研究所 Seismic base isolator damper for structure
CN108036003A (en) * 2017-12-30 2018-05-15 中国科学院沈阳自动化研究所 A kind of vibration damping safeguard structure of imitative C60 molecular structures
CN110778638A (en) * 2019-11-25 2020-02-11 苏州市相城区望亭镇天瑞机械配件加工厂 Cushion block structure for automobile

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