TWM268479U - Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material - Google Patents
Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material Download PDFInfo
- Publication number
- TWM268479U TWM268479U TW93213603U TW93213603U TWM268479U TW M268479 U TWM268479 U TW M268479U TW 93213603 U TW93213603 U TW 93213603U TW 93213603 U TW93213603 U TW 93213603U TW M268479 U TWM268479 U TW M268479U
- Authority
- TW
- Taiwan
- Prior art keywords
- application
- sliding
- arc
- double
- face
- Prior art date
Links
- 239000000463 material Substances 0.000 title claims description 5
- 229920001971 elastomer Polymers 0.000 title claims 3
- 239000000806 elastomer Substances 0.000 title 1
- 238000002955 isolation Methods 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 2
- 230000035939 shock Effects 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 6
- 229910000831 Steel Inorganic materials 0.000 claims 4
- 239000010959 steel Substances 0.000 claims 4
- 229910052742 iron Inorganic materials 0.000 claims 3
- 238000005299 abrasion Methods 0.000 claims 2
- 230000015271 coagulation Effects 0.000 claims 2
- 238000005345 coagulation Methods 0.000 claims 2
- 229910001369 Brass Inorganic materials 0.000 claims 1
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 claims 1
- 239000003082 abrasive agent Substances 0.000 claims 1
- 239000010951 brass Substances 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 238000013016 damping Methods 0.000 claims 1
- 239000011737 fluorine Substances 0.000 claims 1
- 229910052731 fluorine Inorganic materials 0.000 claims 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 238000003754 machining Methods 0.000 claims 1
- 239000002184 metal Substances 0.000 claims 1
- 229910052751 metal Inorganic materials 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 238000005192 partition Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 229910001220 stainless steel Inorganic materials 0.000 claims 1
- 239000010935 stainless steel Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Description
M268479 四、創作說明(1) 一 —— 【新型所屬之技術領域】 本創作係有關於一種接合構造簡單與製作品質容易控制、 利用高差位移及磨擦擦力降低動能防止橫向及垂直向地 力造成物體位移之雙滑動弧面隔震基台。 【先前技術】 習用之軌道式設備隔震平台(1),如第一圖所示,係利用 兩組相互正交的上、下層齒輪軌道(11)提供設備在地震 時自由移位的能力,同時切斷地震力的傳輸路徑,發揮防 震效果。為這類系統存在一些問題而不利其技術推廣之 分別由結構性、耐久性及經濟性等方面說明如下:-、 一、 結構性:齒輪與軌道的磨合、軌道的定線都必須非常 精確,否則會發生脫軌現象,因此加工之精密度極高;隔 震平台(1)係在平面上運動缺乏自動歸位的機制,地震後 必須重新定位;軌道分為上下層,設備機座與地板間需預 留較大空間,傳立介面多而複雜,設計上需克服二次應力 的問題。 二、 耐久性:軌道需隨時維持潤滑狀態以減少磨擦力,確 保齒輪滾動平順,在負載設備重量情況下,執道會應潛變 效應而發生沉陷的情況,影響其定線,增加脫軌的可能 性;此外,齒輪與軌道也極易磨損。 二、經濟性:由於結構的複雜性與加工精密度的要求,導 致其生產成本較鬲;此外,使用者需承擔長期的維護保養 費用。 【新型内容】M268479 IV. Creation Instructions (1) I-[Technical Field of New Type] This creation is about a simple joint structure and easy control of production quality. The use of height difference displacement and frictional force reduces kinetic energy to prevent horizontal and vertical ground forces. Double sliding arc-isolated abutment for object displacement. [Prior technology] As shown in the first figure, the conventional orbital equipment isolation platform (1) uses two sets of mutually orthogonal upper and lower gear tracks (11) to provide the ability of the equipment to move freely during an earthquake. At the same time, the transmission path of the seismic force is cut off to exert the anti-seismic effect. There are some problems with this type of system that are not conducive to the promotion of its technology. The structural, durability, and economic aspects are explained as follows: 1. Structurality: The running-in of gears and tracks, and the alignment of the tracks must be very accurate. Otherwise, the derailment phenomenon will occur, so the processing precision is extremely high; the seismic isolation platform (1) lacks an automatic homing mechanism when it moves on the plane, and must be repositioned after the earthquake; the track is divided into upper and lower layers, between the equipment base and the floor Large space needs to be reserved, and the transmission interface is many and complicated. The design needs to overcome the problem of secondary stress. 2. Durability: The track needs to maintain lubrication at all times to reduce friction and ensure smooth rolling of the gear. Under the load of the equipment, the road will sink due to latent effects, affecting its alignment and increasing the possibility of derailment. In addition, the gears and rails are also prone to wear. 2. Economics: Due to the complexity of the structure and the precision of the processing, the production cost is relatively high; in addition, users need to bear long-term maintenance costs. [New content]
M268479 四、創作說明(2) ' ---- 有鐘於之前隔震平台如遭碰撞則隔震平台便容易發生滑 動,並且該裝置只能抵抗水平地震力,無法減小垂直1震 力’因此利用摩擦力防止遭碰撞而產生自由滑動之缺點, 並利用兩半弧形上下弧面滑動支撐中之隔震構件發揮抵抗 垂直向地震力,以增進隔震基台抵抗地震之效率,並解^ 有關結構性、耐久性及經濟性之問題發展出之雙弧面滑動 隔震基台。 【實施方式】 請同時參閱第三圖、第四圖、第五圖、第六圖、第七圖、 第八圖、第九圖、第十圖、第十一圖、第十二圖、第十三 圖及第十四圖、用以說明本創作之實施例,其中第一圖顯 示以軌道式設備隔震平台實施例之透視圖,第二圖顯示以 軌道式設備隔震平台實施例之透視放大圖,第三圖及第四 圖為本實施例之頂視圖,第五圖為本實施例之側視圖,第 六圖為本實施例滑動時之頂視圖,第七圖為本實施例之A — A剖面圖,第八圖為本實施例2Β-β剖面圖,第九圖及第十 圖為本實施例之C-C剖面圖,第十一圖為本實施例之透視 圖,第十二圖及第十三圖為本實施例局部放大透視圖,第 十四圖為本實施例安裝於構架上之透視圖。本創作之實施 例包含上下層滑動平台(5)包括上層平台(51)、下層平台 (52)並將滑動隔震基台以鑄造方式形成内凹光滑曲面(2) 以力學原理運用其弧面產生變位及磨擦力抵抗橫向地震 r 力,並於中間放置上下弧面滑動支撐(3)包含上弧面滑動 支撐(31)、下弧面滑動支撐(32)並於表面披覆一層耐磨材M268479 IV. Creation Instructions (2) '---- If there is a bell, the isolated platform will slide easily if it is struck, and the device can only resist horizontal seismic force and cannot reduce vertical 1 seismic force.' Therefore, the frictional force is used to prevent the disadvantage of free sliding due to collision, and the isolated components in the two half-arc upper and lower curved surface sliding supports are used to resist the vertical seismic force, so as to improve the efficiency of the seismic isolation base against the earthquake and solve the problem. ^ A double-arc sliding base abutment developed for structural, durability and economic issues. [Embodiment] Please refer to the third, fourth, fifth, sixth, seventh, eighth, ninth, tenth, eleventh, twelfth, and Thirteen and fourteen diagrams are used to explain the embodiment of the creation. The first diagram shows a perspective view of the embodiment of the orbital equipment isolation platform, and the second diagram shows the embodiment of the orbital equipment isolation platform. The perspective enlarged view, the third and fourth figures are top views of this embodiment, the fifth figure is a side view of this embodiment, the sixth figure is a top view when the embodiment is sliding, and the seventh figure is this embodiment A—A cross-sectional view, the eighth view is a cross-sectional view of the embodiment 2B-β, the ninth view and the tenth view are the CC cross-sectional views of the embodiment, the eleventh view is a perspective view of the embodiment, and the tenth view is The second figure and the thirteenth figure are partial enlarged perspective views of the embodiment, and the fourteenth figure is a perspective view of the embodiment mounted on a frame. The embodiment of this creation includes the upper and lower sliding platforms (5) including the upper platform (51), the lower platform (52), and the sliding base is formed into a concave and smooth curved surface by casting (2) its arc surface is applied by mechanical principles Generate displacement and friction to resist lateral earthquake r force, and place upper and lower curved surface sliding support (3) in the middle including upper curved surface sliding support (31), lower curved surface sliding support (32), and cover the surface with a layer of wear resistance material
M268479 四、創作說明(3) 料(6)以利其變位時產生滑動,中間以 連接上弧面滑動古乃下r 网辰構件(33)作為 吉6Γ 支棕()弧面滑動支撐(32)以抵抗垂 且问i也震力並於週圍以防塵構件(4)作為阻擋灰塵進入雙 弧面滑動隔震基台内,上列形成一組雙弧面滑動隔震基 台’以四組或四組以上之雙弧面滑動隔震基台安裝於構架 (?)上做為一組隔震設備機座。M268479 Fourth, the creation description (3) material (6) to facilitate sliding when it is displaced, in the middle, it connects the upper arc surface to slide the Gonaxia r netchen member (33) as the 6 ′ branch brown () arc surface sliding support ( 32) In order to resist vertical and vibrational shocks, dust-proof members (4) are used as a barrier to prevent dust from entering the double-arc sliding base abutment. The above row forms a group of double-arc sliding bases. Two or more sets of double-arc sliding isolation bases are installed on the frame (?) As a set of bases for isolation equipment.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW93213603U TWM268479U (en) | 2004-08-27 | 2004-08-27 | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW93213603U TWM268479U (en) | 2004-08-27 | 2004-08-27 | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TWM268479U true TWM268479U (en) | 2005-06-21 |
Family
ID=36598653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW93213603U TWM268479U (en) | 2004-08-27 | 2004-08-27 | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material |
Country Status (1)
| Country | Link |
|---|---|
| TW (1) | TWM268479U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI408273B (en) * | 2009-08-24 | 2013-09-11 | Yu Guang Lai | The anti-uplift seismic isolation device. |
-
2004
- 2004-08-27 TW TW93213603U patent/TWM268479U/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI408273B (en) * | 2009-08-24 | 2013-09-11 | Yu Guang Lai | The anti-uplift seismic isolation device. |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104831621B (en) | Guide rail type anti-drawing high-damping rubber shock insulation support | |
| US7814712B2 (en) | Shock suppressor | |
| CN101705722B (en) | Damping and tensile support with double curved surface | |
| CN104595416B (en) | A kind of separate type damping energy dissipation three-dimensional shock isolation support | |
| CN206127869U (en) | Friction isolation bearing of two glide planes | |
| CN201395764Y (en) | Universal spherical cast seismic isolation bearing | |
| CN105793185B (en) | Supports for supporting personnel transport equipment in buildings | |
| CN112281643A (en) | A composite vibration isolation and energy dissipation bearing | |
| CN106120548A (en) | Shock-absorbing spherical bearing | |
| CN104805908A (en) | Three-dimensional vibration isolation support | |
| CN104018594B (en) | A kind of spherical harmonic quality damper vibration damping control device | |
| CN206770494U (en) | A kind of hydraulic damping and the combination vibration isolation device for exempting from shake rubber | |
| CN105545057B (en) | Friction-slip pendulum shock-isolation bearing with anti-lift-off function | |
| CN205711719U (en) | A kind of classification antidetonation, vibration absorption and isolation support | |
| CN107288398A (en) | A kind of shock isolating pedestal tensile device | |
| TWM268479U (en) | Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material | |
| CN206752297U (en) | Tension and compression vibration absorption and isolation support | |
| JP2003227545A5 (en) | ||
| CN107100070A (en) | Compound bridge friction pendulum support device | |
| CN114508039A (en) | Friction type damping device with energy consumption and limiting functions | |
| CN106522401A (en) | Wheel shaft rolling type energy dissipation and shock isolation device | |
| CN103776606B (en) | A kind of travel mechanism | |
| CN205399674U (en) | Building isolation bearing | |
| CN204676415U (en) | A kind of three-dimensional shock isolation support | |
| CN205348921U (en) | Friction-slip pendulum shock-isolation bearing with anti-lift-off function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MM4K | Annulment or lapse of a utility model due to non-payment of fees |