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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 PDF

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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
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TW
Taiwan
Prior art keywords
application
sliding
arc
double
face
Prior art date
Application number
TW93213603U
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Chinese (zh)
Inventor
Chao-Hung Cheng
Ren-Tsair Jou
Jeng-Wei Li
Original Assignee
Chao-Hung Cheng
Ren-Tsair Jou
Jeng-Wei Li
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Filing date
Publication date
Application filed by Chao-Hung Cheng, Ren-Tsair Jou, Jeng-Wei Li filed Critical Chao-Hung Cheng
Priority to TW93213603U priority Critical patent/TWM268479U/en
Publication of TWM268479U publication Critical patent/TWM268479U/en

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  • 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)

M268479 五、申請專利範圍 1 · 一種雙弧 兩對稱板狀 凹光滑曲面 兩半弧形構 耐磨材料, 兩半弧形上 2 ·如申請專 中前述的兩 3 ·如申請專 中前述之内 壓成形組立 4.如申請專 中如述的兩 5·如申請專 中則述的隔 混凝土、& 6.如申請專 中前述的耐 氟龍、混凝M268479 5. Scope of patent application 1 · A double-arc two-symmetrical plate-shaped concave smooth curved surface with two semi-arc-shaped abrasion-resistant materials, two semi-arc-shaped abrasion-resistant materials 2 · As mentioned in the application of the above two 3 · As mentioned in the application Compression forming assembly 4. As described in the application of the two in the application 5 · As described in the application of the application in the partition concrete, & 6. As in the application of the above-mentioned fluorine-resistant, coagulation 隔震基台 中間以鑄 成的一組 平接面以 的—級兩 滑動支撐 第一項所 狀構件為 第—項所 曲面為以 面滑勤 構件, ’組合 件,其 組合成 下弧面 利範圍 對稱板 利範圍 凹光滑 而成。 利範圍 半狐形 利範圍 震構件 收縮混 利範圍 磨材料 土 n 益 ’包括 造或機 上下層 隔震構 半弧形 放置於 述之雙《 鋼板或 述之雙 鑄造、 械車削 滑動平 件連接 上下弧 上下層 派面滑 鐵板。 孤面滑 機械車 加工方式形成内 台; 於表面彼覆一層 面滑動支撐,將 滑動平台内。 動隔震基台,其 第一項 所 述之雙娘面滑 鋼造或鋼板焊 述之雙弧面滑 南阻尼橡膠、 屬塊。 第一項所述之雙旅面滑 鐵板、不鏽鋼 土或黃銅。 構件為純 第一項所 為橡膠、 凝土或金 為鋼板、 收縮混凝 動隔震基台 削加工或模 動隔震基台 接。 動隔震基台 彈簧、油壓 動隔震基台 板、硬化劑 ,其 組沖 ,装 其 桿 其 鐵In the middle of the isolated abutment, a set of flat joints is cast with two-stage sliding support. The first component is the first component. The surface is the surface sliding component. 'Assembly, which is combined into a lower arc surface. The profit range is symmetrical and smooth. Benefit range Half fox shape Benefit range Shock component Shrink mix range Scope Abrasive material soil n benefit 'Including the upper or lower layer of the isolation structure is placed in a semi-circular shape on the mentioned double "Steel plate or double casting, mechanical turning sliding flat parts connection The upper and lower arcs are made of smooth iron plates. Solitary sliding machine The machining platform forms the inner platform; the surface is covered with a layer of sliding support, which will slide inside the platform. For dynamic isolation abutments, the double-slip surface sliding steel or steel plate described in the first item is the double-arc sliding southern damping rubber and metal block. The dual-travel surface iron plate, stainless steel, or brass described in the first item. The component is pure. The first item is rubber, concrete or gold, which is steel plate, shrinkage coagulation, dynamic isolation abutment, cutting or mold isolation base. Isolating abutment spring, hydraulic pressure Isolating abutment plate, hardening agent, its assembly, its rod and its iron 第11頁Page 11
TW93213603U 2004-08-27 2004-08-27 Vibration isolating platform using two face to face concaved sliding surfaces coated with elastomer and friction resistance material TWM268479U (en)

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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

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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

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TWM268479U true TWM268479U (en) 2005-06-21

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Cited By (1)

* Cited by examiner, † Cited by third party
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.

Cited By (1)

* Cited by examiner, † Cited by third party
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.

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