TWI308187B - - Google Patents

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Publication number
TWI308187B
TWI308187B TW95111260A TW95111260A TWI308187B TW I308187 B TWI308187 B TW I308187B TW 95111260 A TW95111260 A TW 95111260A TW 95111260 A TW95111260 A TW 95111260A TW I308187 B TWI308187 B TW I308187B
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TW
Taiwan
Prior art keywords
concave surface
seat
isolation device
umbrella body
point
Prior art date
Application number
TW95111260A
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Chinese (zh)
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TW200736469A (en
Inventor
wen-xiang Li
Yi-Chan Li
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wen-xiang Li
Yi-Chan Li
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Application filed by wen-xiang Li, Yi-Chan Li filed Critical wen-xiang Li
Priority to TW095111260A priority Critical patent/TW200736469A/en
Publication of TW200736469A publication Critical patent/TW200736469A/en
Application granted granted Critical
Publication of TWI308187B publication Critical patent/TWI308187B/zh

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  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

1308187 九、發明說明: 【發明所屬之技術領域】 本發明係與建築物隔震裝置有關,特別是指一種埋設 於建築物與地面之間’且隔震效果佳之萬向隔震裝置。 【先前技術】1308187 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a building isolation device, and more particularly to a universal isolation device that is embedded between a building and the ground and has a good isolation effect. [Prior Art]

10 15 20 習知之萬向隔震裝置1如第—圖所示,係埋設於一建 物2與地面3之間,该萬向隔震裝置1包含有一下座4、一 上座5以及一球體6夾设於該上、下座45之n,越下座4 具有一第一凹面7’該上座5具有: 係以點接觸之方雜接魏第1面7之最健Ε以及第 二凹面8之最高點F’當地震發生而使地面3產生水平震動 時’該:座4係帶動該球體6於該上、下座4,5之間反覆滚 動’並藉由該上、下座4,5之相對移動來避免該建物2隨該 地面3 —起震動,而達到隔震的效果。 然而,該球體6於滾動時會離開該第-凹面7之最低 點Ε以及該第二凹面8之最高财,使該上、下座4垂 二,2向上抬升,換言之,習知隔震裝 價;因此,如何針對萬向隔震裝置之結構進行3 = :夠發揮較佳之隔震功效,已成為業界亟待= 【發明内容】 本發明之主要目的在於提供—種萬向 鑑於上述缺失, 4 1308187 ==價;娜隔水平方向之震動,較小之垂直 辦兮^ 有下座、一上座、一傘狀體以及一球 體’该傘狀體係設於該上、下座之間,且以點接觸之方式 與該上座相接,該球體係設_傘狀體無下座之間,且 以點接觸之方式與該傘狀體及該下座相接,當地震發生 時,該球體及該輕體可分別於該上、下座之間來回滾動 及擺動,使該萬向隔魏置不僅可有酿隔水平方向之震 動’並以較小之垂直震動為代價。 【實施方式】 為更了解本發明之構造及特點所在,兹舉一較佳 例並配合圖示說明如下,其中: 、 15 第-圖係本發明第-較佳實施例之側視圖; 第二圖係本發明第一較佳實施例之剖視圖; 第四圖略同於第三圖,但係顯示作動狀態: 請參閱第二圖至第三圖,本發明較佳實施例所提供之 萬向隔震裝置2〇係埋設於一建物22與地面24之 ς 向隔震裝置20包含有一下座3〇、一上 萬 以及一球體60。 上庋40、-傘狀體5。 該下座3〇係設於該地面24上,其頂端形 凹面32,該第二凹面32為—球面且具有—最低點a。卓一 該上座40係设於该建物22底側,該上 丄40底端形成 20 l3〇8l87 有〜第二凹面42。 5 10 15 該傘狀體50係設於該上、下座3〇,4〇之間,其頂側形 ^有第凸面52 ’該弟一凸面52係為一球面且其最高點 與该第二凹面42相接,該傘狀體50底側則形成一第三 四面54 ’該第三凹面54係為一球面且具有一最高點c,其 中,該第一凸面52之曲率係大於該第三凹面54之曲率, 故而該傘狀體50之厚度係以中心處(即B或c點處)為最 大’且朝周側漸次遞減。 、該球體6〇係夾設於該下座30與該傘狀體5〇之間,且 从點接觸之方式抵接於該第—凹面32之最低點A及該第三 凹面54之最高點c。 請再參閱第四圖,當地震發生時,若地面24朝右移動, 將帶動該球體6G朝逆時針方向滾動,此時 =底端係與該下座30第一凹面32之接 ; 球體60頂端則與該傘狀體5〇第三凹面5 妾该 該傘狀體50 _樣沿逆日綺方向擺動,使‘,相接, 之特 足 頂端以一接點B,與該上座^相接,由於該伞^)之 殊外型,B、C點之間距而與B 〇之 下列不等式: whmc’將滿 5C > Ψσ 此時,該上座40與該球體 較靜止時(―)為小,賴當該球會 點時將增加球體6 0之高度,但复 由A點滾動至A, 及球體6G之駭錄祕^、:^之高度差可由上座40 而減少該建物22之垂直位 6 20 1308187 =而降低其震純度,甚至使建物22保持靜止;藉此, :萬向隔震裝置不但能有效阻隔水平魏之傳遞,且可 =建物22。因而產生之垂直錄。當地震停止時,為回復 =個純最穩定之狀態,使該建物22之城降至最低, 該萬向隔震裝置2G會自動回復至第二、三圖所示之位置。 基於本發明之精神,該萬向隔震裝置2〇於結構上仍具 有多種變化,其中,該第-凹面32、第二凹面42u 面52以及弟二凹面54亦可以橢面或其他依位置而改變曲 率大小之圓滑弧面所取代,而不限於球面,舉凡此等易於 思及之變化,均應被本發明之申請專利範圍所涵蓋。 1308187 【圖式簡單說明】 第一圖係習知萬向隔震裝置之侧視圖; 第二圖係本發明第一較佳實施例之側視圖; 第三圖係本發明第一較佳實施例之剖視圖; 第四圖略同於第三圖,但係顯示作動狀態。 【主要元件符號說明】 • 1萬向隔震裝置 4下座 ίο 7第一凹面 F最南點 20萬向隔震裝置 30下座 15 40上座 ❿ 50傘狀體 2建物 3地面 5上座 6球體 8第二凹面 E最低點 22建物 24地面 32第一凹面 A最低點 A’接點 42第二凹面 52第一凸面 54第三凹面 B最高點 B港點 C最面點 C'接點 60球體 810 15 20 The universal gimbal isolation device 1 is embedded between a building 2 and the ground 3 as shown in the first figure. The gimbal isolation device 1 comprises a lower seat 4, a upper seat 5 and a spherical body 6. Between the upper and lower seats 45, the lower seat 4 has a first concave surface 7'. The upper seat 5 has: a point contact with the first side of the Wei 1st surface 7 and a second concave surface 8 The highest point F' is when the earthquake occurs to cause the ground 3 to vibrate horizontally. 'This: the seat 4 drives the ball 6 to roll repeatedly between the upper and lower seats 4, 5' and by the upper and lower seats 4 The relative movement of 5 prevents the building 2 from vibrating with the ground 3, and achieves the effect of isolation. However, the ball 6 will leave the lowest point 该 of the first concave surface 7 and the highest profit of the second concave surface 8 when rolling, so that the upper and lower seats 4 are hanged 2 and 2 are lifted up, in other words, the conventional isolation device Therefore, how to carry out the structure of the universal isolation device 3 = : to achieve better isolation effect, has become an industry waiting for = [Summary] The main purpose of the present invention is to provide a kind of universal in view of the above-mentioned shortcomings, 4 1308187 == price; the vibration of the horizontal direction, the smaller vertical 兮^ has a lower seat, a seat, an umbrella and a sphere. The umbrella system is located between the upper and lower seats, and The point contact is in contact with the upper seat, and the ball system is disposed between the umbrella body and the lower seat, and is in contact with the umbrella body and the lower seat in a point contact manner, when the earthquake occurs, the sphere and The light body can roll and oscillate back and forth between the upper and lower seats respectively, so that the universal spacer can not only vibrate in the horizontal direction, but at the expense of a small vertical vibration. BRIEF DESCRIPTION OF THE DRAWINGS In order to better understand the structure and features of the present invention, a preferred embodiment and the accompanying drawings are as follows, wherein: 15 is a side view of a preferred embodiment of the present invention; 1 is a cross-sectional view of a first preferred embodiment of the present invention; the fourth diagram is similar to the third diagram, but shows an active state: Please refer to the second to third figures, the universal direction provided by the preferred embodiment of the present invention The vibration isolation device 2 is embedded in a structure 22 and the ground 24. The isolation device 20 includes a lower seat 3, a tens of thousands, and a sphere 60. Captain 40, - Umbrella 5. The lower seat 3 is disposed on the floor 24, and has a top end concave surface 32, and the second concave surface 32 is spherical and has a lowest point a. Zhuoyi The upper seat 40 is disposed on the bottom side of the structure 22, and the bottom end of the upper cymbal 40 forms 20 l3 〇 8l87 and a second concave surface 42. 5 10 15 The umbrella body 50 is disposed between the upper and lower seats 3〇, 4〇, and has a convex surface 52′ on the top side of the upper side. The convex surface 52 is a spherical surface and the highest point thereof The two concave surfaces 42 are connected to each other, and the bottom side of the umbrella body 50 forms a third four surface 54'. The third concave surface 54 is a spherical surface and has a highest point c, wherein the curvature of the first convex surface 52 is greater than the The curvature of the third concave surface 54 is such that the thickness of the umbrella body 50 is the largest at the center (i.e., at point B or c) and gradually decreases toward the circumferential side. The ball 6 is interposed between the lower seat 30 and the umbrella body 5〇, and abuts against the lowest point A of the first concave surface 32 and the highest point of the third concave surface 54 from the point contact manner. c. Referring to the fourth figure, when the earthquake occurs, if the ground 24 moves to the right, the ball 6G will be driven to roll counterclockwise, and then the bottom end is connected with the first concave surface 32 of the lower seat 30; the sphere 60 The top end and the umbrella body 5 〇 the third concave surface 5 妾 the umbrella body 50 _ sway in the direction of the reverse sun, so that ', meet, the top of the special foot with a contact B, and the upper seat Then, due to the special shape of the umbrella ^), the following inequalities between the B and C points and B :: whmc' will be full 5C > Ψσ At this time, the upper seat 40 and the sphere are relatively stationary (―) Small, Lai will increase the height of the sphere 60 when the point is reached, but the point is rolled from A to A, and the difference between the sphere and the 6G is: ^, the height difference of the ^ can be reduced by the upper seat 40 and the vertical of the building 22 is reduced. Bit 6 20 1308187 = to reduce its seismic purity, and even to keep the building 22 stationary; thereby, the universal isolation device can not only effectively block the transmission of horizontal Wei, but also = construction 22. Thus produced a vertical record. When the earthquake stops, in order to restore the state of the purest and most stable, the city of the building 22 is minimized, and the universal isolation device 2G automatically returns to the position shown in the second and third figures. According to the spirit of the present invention, the universal isolation device 2 has various changes in structure, wherein the first concave surface 32, the second concave surface 42u surface 52, and the second concave surface 54 may also be ellipsoidal or other depending on the position. The replacement of the rounded curved surface of the curvature is not limited to the spherical surface, and any such imaginable changes are covered by the scope of the patent application of the present invention. 1308187 BRIEF DESCRIPTION OF THE DRAWINGS The first drawing is a side view of a conventional universal isolation device; the second drawing is a side view of a first preferred embodiment of the present invention; and the third drawing is a first preferred embodiment of the present invention. The cross-sectional view; the fourth figure is slightly the same as the third figure, but shows the active state. [Main component symbol description] • 1 million isolation device 4 lower seat ίο 7 first concave surface F southernmost point 200,000 isolation device 30 lower seat 15 40 upper seat 伞 50 umbrella body 2 building 3 ground 5 upper seat 6 sphere 8 second concave surface E lowest point 22 construction 24 ground 32 first concave surface A lowest point A' joint 42 second concave surface 52 first convex surface 54 third concave surface B highest point B port point C most point point C' joint 60 sphere 8

Claims (1)

1308187 十、申請專利範圍: 1. 一種萬向隔震裝置,係埋設於一建物與地面之間,該 萬向隔震裝置包含: 一下座,係設於該地面上,該下座頂端形成有一第一凹 面; 5 一上座,係設於該建物底側,該上座底端形成有一第二 凹面; 一傘狀體,係設於該上、下座之間,該傘狀體之頂側形 成有一第一凸面,該第一凸面係以點接觸之方式與該上座 之第二凹面相接,該傘狀體底側則形成一第三凹面;以及 10 一球體,係夾設於該下座與該傘狀體之間,且以點接觸 之方式分別與該下座之第一凹面、該傘狀體之第三凹面相 接。 2. 如申請專利範圍第1項所述之萬向隔震裝置,其中 該傘狀體第一凸面之曲率係大於第三凹面之曲率。1308187 X. Patent application scope: 1. A universal isolation device is embedded between a building and a ground. The universal isolation device comprises: a lower seat, which is arranged on the ground, and a top end of the lower seat is formed a first concave surface; a upper seat is disposed on the bottom side of the structure, a bottom surface of the upper seat is formed with a second concave surface; an umbrella body is disposed between the upper and lower seats, and a top side of the umbrella body is formed a first convex surface, the first convex surface is in contact with the second concave surface of the upper seat, the bottom side of the umbrella body forms a third concave surface; and 10 a ball is sandwiched between the lower seat And the first concave surface of the lower seat and the third concave surface of the umbrella body are respectively in contact with the umbrella body. 2. The universal isolation device of claim 1, wherein the curvature of the first convex surface of the umbrella body is greater than the curvature of the third concave surface.
TW095111260A 2006-03-30 2006-03-30 Universal seismic isolation device TW200736469A (en)

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TW095111260A TW200736469A (en) 2006-03-30 2006-03-30 Universal seismic isolation device

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Application Number Priority Date Filing Date Title
TW095111260A TW200736469A (en) 2006-03-30 2006-03-30 Universal seismic isolation device

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TW200736469A TW200736469A (en) 2007-10-01
TWI308187B true TWI308187B (en) 2009-04-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278620A (en) * 2014-09-29 2015-01-14 北京工业大学 Resettable roll-in type swinging seismic-isolation pier stud with flanges

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107574933A (en) * 2017-09-29 2018-01-12 长安大学 A kind of staircase structure Self-resetting rolling ball isolation bearing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278620A (en) * 2014-09-29 2015-01-14 北京工业大学 Resettable roll-in type swinging seismic-isolation pier stud with flanges

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