TWI408273B - The anti-uplift seismic isolation device. - Google Patents
The anti-uplift seismic isolation device. Download PDFInfo
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- TWI408273B TWI408273B TW98128450A TW98128450A TWI408273B TW I408273 B TWI408273 B TW I408273B TW 98128450 A TW98128450 A TW 98128450A TW 98128450 A TW98128450 A TW 98128450A TW I408273 B TWI408273 B TW I408273B
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- 238000002955 isolation Methods 0.000 title claims abstract description 19
- 238000000926 separation method Methods 0.000 claims abstract description 4
- 238000005096 rolling process Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 3
- WMFYOYKPJLRMJI-UHFFFAOYSA-N Lercanidipine hydrochloride Chemical compound Cl.COC(=O)C1=C(C)NC(C)=C(C(=O)OC(C)(C)CN(C)CCC(C=2C=CC=CC=2)C=2C=CC=CC=2)C1C1=CC=CC([N+]([O-])=O)=C1 WMFYOYKPJLRMJI-UHFFFAOYSA-N 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000011089 mechanical engineering Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
本發明係一種抗上揚隔震器;特別關於一種一般建築物構造之支承或防止振動或震動之裝置,及機械工程元件之支承或減震器,具有承載與水平滑動,以及承受垂直拉力之功能。 The invention relates to an anti-upper isolation isolator; in particular to a device for supporting or preventing vibration or vibration of a general building structure, and a support or shock absorber for mechanical engineering components, having the functions of bearing and horizontal sliding, and bearing vertical tension .
如第1圖所示為滾珠隔震支承,將滾珠裝置於設有球面凹槽之基座上,藉由滾珠於球面凹槽內之滾動行為達到隔震與自動復位之功效。 As shown in Fig. 1, the ball is isolated and supported, and the ball device is placed on the base provided with the spherical groove, and the rolling behavior of the ball in the spherical groove achieves the function of isolation and automatic reset.
如第2圖所示為摩擦單擺隔震支承,將具有球面之滑動子裝置於設有球面凹槽之基座上,藉由滑動子於球面凹槽內之滑動行為達到隔震與自動復位之功效,並利用滑動摩擦之行為達到消能之功效。 As shown in Fig. 2, the friction single pendulum isolation support has a spherical sliding sub-assembly on the base provided with the spherical groove, and the sliding action in the spherical groove is used to achieve the isolation and automatic reset. The effect, and the use of sliding friction behavior to achieve energy dissipation.
上述之隔震支承因未設有抗拉之裝置,承受垂直拉力作用時,隔震支承之組件易產生脫離,使得隔震支承完全失去功能,並可能因組件之解體而造成結構物傾倒毀壞。 The above-mentioned vibration-isolating support is not provided with a tensile device, and when subjected to a vertical tensile force, the component of the vibration-isolating support is liable to be detached, so that the vibration-isolating support completely loses its function, and the structure may be dumped and destroyed due to the disassembly of the component.
為使隔震器及隔震結構於地震作用時具有較佳之穩定性與安全性,因此思考發明此抗上揚隔震器,藉由活動子夾合於上下2組設有凹球面之基座上,活動子可於凹球面上滑動或滾動之方式隔離水平震動與承受垂直載重,以抗拉連結器與鉸接關節器連結上下2組基座呈水平垂直交叉之圓弧線軌道上之卡榫,使隔震器組件之間不產生垂直方向之分離。 In order to make the vibration isolation device and the isolated structure have better stability and safety during the earthquake, the anti-uplift isolator is considered to be sandwiched by the movable sub-group on the upper and lower sets of the pedestal with the concave spherical surface. The movable element can be slid or rolled on the concave spherical surface to isolate the horizontal vibration and the vertical load, and the tension connector and the articulated jointer are connected to the upper and lower groups of the bases to be horizontally and vertically intersecting the circular line track. There is no vertical separation between the isolators.
如第3圖及第4圖所示之抗上揚隔震器(10),基座(20)設有4組之凹球面(21),凹球面(21)之背面之間設有圓弧線軌道(22),活動子(30)為滾動方式作動之滾珠,抗拉連結器(40)以鉸接關節器(42)連結上下2組基座之圓弧線軌道上之卡榫(41),卡榫(41)可相對於抗拉連結器(40)轉動,使上下2組基座(20)產生水平相對移動時,不會產生垂直向分離。 As shown in Figures 3 and 4, the base (20) is provided with four sets of concave spherical surfaces (21), and the concave spherical surface (21) is provided with a circular arc line between the back surfaces. The track (22), the moving element (30) is a rolling actuating ball, and the tensile connector (40) is connected to the latch (41) on the circular arc track of the upper and lower sets of bases by the articulated joint (42). The cassette (41) is rotatable relative to the tension connector (40) so that vertical separation does not occur when the upper and lower groups of bases (20) are horizontally moved relative to each other.
第5圖所示為抗上揚隔震器(10)之作動方式,上、下基座(20)間產生水平之相對移動時,抗拉連結器(40)與鉸接關節器(42)同時移動並轉換角度,使得卡榫(41)與圓弧線軌道(22)保持貼合。 Figure 5 shows the action of the anti-upper isolation (10). When the horizontal relative movement between the upper and lower bases (20) occurs, the tensile connector (40) moves simultaneously with the articulated joint (42). And the angle is converted so that the cassette (41) and the circular line track (22) remain attached.
第6圖所示為卡榫(30)為滑動子之較佳型式,第7圖所示為卡榫(30)為滾輪之較佳型式。 Figure 6 shows a preferred version of the slider (30) for the slider, and Figure 7 shows a preferred version of the cartridge (30) for the roller.
如第8圖所示之抗上揚隔震器(10)中,活動子(30)為滑動方式作動之凸球面滑動子。 In the anti-uplash isolator (10) shown in Fig. 8, the movable element (30) is a convex spherical slider that is slidably operated.
如第9圖所示之抗上揚隔震器(10)中,滑動器之活動子(30)為滑動方式作動之凸球面滑動子之另一較佳型式。 As shown in Fig. 9, in the anti-uplash isolators (10), the movable member (30) of the slider is another preferred version of the convex spherical slider that is slidably actuated.
如第10圖所示之抗上揚隔震器(10)中,滑動器之活動子(30)為滑動方式作動之凸球面滑動子之另一較佳型式。 As shown in Fig. 10, in the anti-uplash isolators (10), the movable member (30) of the slider is another preferred version of the convex spherical slider that is slidably actuated.
如第11圖所示之抗上揚隔震器(10)中,滑動器之活動子(30)為滑動方式作動之凸球面滑動子之另一較佳型式。 As shown in Fig. 11, in the anti-uplash isolators (10), the movable member (30) of the slider is another preferred type of the convex spherical slider that is slidably actuated.
第12圖為抗上揚隔震器(10)設置於結構物(60)之較佳應用 實施方式示意圖。 Figure 12 is a better application of the anti-uplift isolator (10) placed on the structure (60) A schematic diagram of an embodiment.
第13圖為抗上揚隔震器(10)設置於設備機台或展示櫃之較佳應用實施方式示意圖。 Figure 13 is a schematic diagram of a preferred application embodiment of the anti-uplift isolator (10) disposed on the equipment machine or display cabinet.
第14圖中,抗上揚隔震器(10)上搭載一質量塊(61),則成為質量阻尼器,質量阻尼器設置於結構物(60)之頂部,或是樓層中,藉由質量塊(61)擺動時之回復力量抵銷地震或風力造成擺動之影響,具有緩衝水平震動以及降低振幅之功效。 In Fig. 14, a mass (61) is mounted on the anti-uplash isolator (10) to form a mass damper. The mass damper is placed on the top of the structure (60) or in the floor by the mass. (61) The returning force during the swing counteracts the effect of the earthquake caused by the earthquake or the wind, and has the effect of buffering the horizontal vibration and reducing the amplitude.
10‧‧‧抗上揚隔震器 10‧‧‧Anti-uplift isolation
20‧‧‧基座 20‧‧‧ Pedestal
21‧‧‧凹球面 21‧‧‧ concave spherical surface
22‧‧‧圓弧線軌道 22‧‧‧Circular track
30‧‧‧活動子 30‧‧‧ activities
40‧‧‧抗拉連結器 40‧‧‧ tensile connector
41‧‧‧卡榫 41‧‧‧Carmen
42‧‧‧鉸接關節器 42‧‧‧ articulated joint
60‧‧‧結構物或設備機台或展示櫃 60‧‧‧structure or equipment machine or display case
61‧‧‧質量塊 61‧‧‧Quality
第1圖.習知之滾珠隔震支承 Figure 1. Conventional ball isolation support
第2圖.習知之摩擦單擺隔震支承 Figure 2. The friction single pendulum isolation support
第3圖.抗上揚隔震器之較佳型式1工程視圖1 Figure 3. The preferred type 1 engineering view of the anti-uplift isolation device 1
第4圖.抗上揚隔震器之較佳型式1工程視圖2 Figure 4. The preferred type 1 engineering view of the anti-uplift isolation device 2
第5圖.抗上揚隔震器之較佳型式1作動方式示意圖 Figure 5. Schematic diagram of the preferred type 1 actuation mode for the anti-uplift isolator
第6圖.抗上揚隔震器之較佳型式2工程視圖 Figure 6. Engineering view of the improved type 2 anti-upper isolation device
第7圖.抗上揚隔震器之較佳型式3工程視圖 Figure 7. Project 3 view of the improved type of anti-upper isolation device
第8圖.抗上揚隔震器之較佳型式4工程視圖 Figure 8. Project view of the preferred type 4 against the upwelling isolator
第9圖.抗上揚隔震器之較佳型式5工程視圖 Figure 9. Project type 5 view of the anti-upper isolation device
第10圖.抗上揚隔震器之較佳型式6工程視圖 Figure 10. Project view of the improved type 6 against the upwelling isolator
第11圖.抗上揚隔震器之較佳型式7工程視圖 Figure 11. Project view of the improved type 7 against the upwelling isolator
第12圖.抗上揚隔震器之較佳應用實施例1示意圖 Fig. 12 is a view showing a preferred application of the anti-uplift isolator.
第13圖.抗上揚隔震器之較佳應用實施例2示意圖 Figure 13. Preferred application of the anti-uplift isolator.
第14圖.抗上揚隔震器之較佳應用實施例3示意圖 Figure 14. Preferred application of the anti-uplift isolator.
10‧‧‧抗上揚隔震器 10‧‧‧Anti-uplift isolation
20‧‧‧基座 20‧‧‧ Pedestal
21‧‧‧凹球面 21‧‧‧ concave spherical surface
22‧‧‧圓弧線軌道 22‧‧‧Circular track
30‧‧‧活動子 30‧‧‧ activities
40‧‧‧抗拉連結器 40‧‧‧ tensile connector
41‧‧‧卡榫 41‧‧‧Carmen
42‧‧‧鉸接關節器 42‧‧‧ articulated joint
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW98128450A TWI408273B (en) | 2009-08-24 | 2009-08-24 | The anti-uplift seismic isolation device. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW98128450A TWI408273B (en) | 2009-08-24 | 2009-08-24 | The anti-uplift seismic isolation device. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TW201107628A TW201107628A (en) | 2011-03-01 |
| TWI408273B true TWI408273B (en) | 2013-09-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW98128450A TWI408273B (en) | 2009-08-24 | 2009-08-24 | The anti-uplift seismic isolation device. |
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| Country | Link |
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| TW (1) | TWI408273B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561541B (en) * | 2020-05-19 | 2022-04-19 | 中国航空规划设计研究总院有限公司 | Bearing irrelevant type pendulum type shock-proof device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWM268479U (en) * | 2004-08-27 | 2005-06-21 | Chao-Hung Cheng | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material |
| TW200610906A (en) * | 2004-09-24 | 2006-04-01 | chong-xing Cai | Shock absorber |
| TW200738943A (en) * | 2006-04-07 | 2007-10-16 | Yu-Guang Lai | The sliding bearing seismic isolation device |
| TW200914751A (en) * | 2007-09-20 | 2009-04-01 | Yu-Guang Lai | The anti-uplift ball and socket joint device |
| TW200930866A (en) * | 2008-01-11 | 2009-07-16 | Yu-Guang Lai | The anti-uplift joint device, the vibration isolation device of its application, the vibration isolation method of its application, the vibration isolation structure of its application |
-
2009
- 2009-08-24 TW TW98128450A patent/TWI408273B/en not_active IP Right Cessation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWM268479U (en) * | 2004-08-27 | 2005-06-21 | Chao-Hung Cheng | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material |
| TW200610906A (en) * | 2004-09-24 | 2006-04-01 | chong-xing Cai | Shock absorber |
| TW200738943A (en) * | 2006-04-07 | 2007-10-16 | Yu-Guang Lai | The sliding bearing seismic isolation device |
| TW200914751A (en) * | 2007-09-20 | 2009-04-01 | Yu-Guang Lai | The anti-uplift ball and socket joint device |
| TW200930866A (en) * | 2008-01-11 | 2009-07-16 | Yu-Guang Lai | The anti-uplift joint device, the vibration isolation device of its application, the vibration isolation method of its application, the vibration isolation structure of its application |
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| Publication number | Publication date |
|---|---|
| TW201107628A (en) | 2011-03-01 |
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