201142124 六、發明說明： 【發明所屬之技術領域】 本發明係關於一種在容易發生地震的地方，即各地震源 或各震源附近或地震震波所經之處，設立地震監測站（亦可 利用現在已設有之各處地震觀測站），此等地震監測站或觀 測站則設有震波感測系統及自動發射（或傳送）裝置，當發生 地震時，震波到達瞬間，即能同步啟動該發射（或傳送）裝 置，此裝置可將地震波自動轉換成一地震波訊號而發射（或 傳送）出去。而此地震波訊號則在藉由建築物所裝設之震波 處理系統接收後，隨即啟動免震建築所預設之油壓承載系 統，而可在地震波尚未到達前預先為建築物啟動免震防護機 制，免受震波襲擊破壞，使建築物達到最佳最可靠的安全保 障。 另外-種可謂備用免震防護系統則是為假設前述裝置萬 一為某種原因而導致損壞故障，不能啟動；則能在震波到達 第-時間，可藉由免震建築所預設之震波感測器同步傳送一 訊號給油壓承載系、統並同時指令油壓承載系統啟動，使建築 物避免受到隨後而來之震波襲擊破壞，得以確保建築物之安 全0 【先前技術】 若以長遠的時空角度來看，五201142124 VI. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a seismic monitoring station where a earthquake is likely to occur, that is, near each seismic source or each source or where a seismic shock passes. There are seismic stations in each place. These seismic monitoring stations or observatories are equipped with a seismic wave sensing system and an automatic transmitting (or transmitting) device. When an earthquake occurs, the seismic wave can reach the instant, and the launch can be started simultaneously. Or transmitting a device that automatically converts a seismic wave into a seismic wave signal for transmission (or transmission). The seismic wave signal is received by the seismic wave treatment system installed in the building, and then the oil pressure bearing system preset by the earthquake-free building is started, and the seismic protection mechanism can be started for the building before the seismic wave has arrived. It is protected from shock waves and the best and most reliable security for buildings. In addition, the standby shock-free protection system is based on the assumption that the above-mentioned device will cause damage to the fault for a certain reason and cannot be started; then the shock wave can be preset by the earthquake-free building when the shock wave reaches the first time. The detector synchronously transmits a signal to the hydraulic bearing system, and simultaneously instructs the hydraulic bearing system to start, so that the building can be protected from the subsequent shock wave damage, and the safety of the building can be ensured. 0 [Prior technology] Time and space perspective, five
u人所居住的地球誠然是 於一個動盪不安的環境，其間颱風地震頻繁。 201142124 按’在地球上主要三大地震帶之國家或地區，每年均會 發生規模大小不同’次數或多或少之地震，而每當地震過 後，（尤其是破壞力極強之強烈地震），其所造成樓倒屋塌、 瘡痍滿目’哀鴻遍地之悽惨景象，亦不斷地頻頻地重覆出現 在吾人眼前。 地震這種大自然現象既不可避免，在可預見的未來，吾 人如不善於運用智慧’综合利用可運用之各項科技，用以結 籲合先進的土木工程技藝及現代建築技術，以更高明的手段研 發出可以避免地震襲擊破壞之建築，則上述災難亦將永遠威 脅著居住於其上面之生靈，成為人們揮之不去的夢魘。時至 今曰’雖有很多有識之士，為克服地震天災對建築物及生命 財產之危害而紛紛提出各種解決之道，但至今為止，終究未 能克竟全功。本案發明人在著手研發本案發明前及研發過程 中，曾經由各種管道，廣泛收集有關地震起源、震災防治及 _其後所衍生之防震、耐震、減震、抗震、制震、隔震、免震、 避震、吸震等等之各類技術及其相關資訊，特別是各國專利 局已經公布有案，類似上述技術之發明或創新，詳細加以研 碩並作综合性之分析比較、研究歸納，誠然每個人天份不 同，學習領域不同，累積的經驗傳承不同，因此在面對同樣 問題而欲尋求解決之道，也就有了各種不同的思維層次及空 間。不可諱言的，現在已經在實施中的或準備實施的或只 疋出現在各種刊物及傳播媒體而尚未實施的（有部分是理論 [si 4 201142124 與實際有顯著之落差），每一發明或創新均有其一定之價 值’亦各自解決了部分問題；但就整個問題的全面性及細部 層面來看，現在已經全部公開的㈣防震、減震、抗震、制 震、对震、隔震、免震·•笼莖 晨等等琳瑯滿目的發明創新中吾人可The earth in which u people live is indeed a turbulent environment in which typhoon earthquakes occur frequently. 201142124 According to 'the countries or regions in the three major earthquake zones on the earth, there will be more or less earthquakes of different magnitudes every year, and every time after the earthquake, especially strong earthquakes with strong destructive power, The horrific scenes of the sorrows and sorrows that have caused the collapse of the building have been repeated frequently in front of our eyes. The natural phenomenon of earthquake is inevitable. In the foreseeable future, if we are not good at using wisdom, we can use all kinds of technologies that can be used to meet advanced civil engineering skills and modern building technology. The means of developing buildings that can avoid the damage of earthquakes will always threaten the living creatures that live on them, and become a nightmare for people. From now on, there are many people of insight who have come up with various solutions to overcome the dangers of earthquakes and natural disasters on buildings and life and property, but so far, they have not been able to do their best. Before the invention and research and development process, the inventor of the present case used a variety of pipelines to collect extensively on the origin of earthquakes, the prevention and control of earthquakes, and the subsequent earthquake prevention, earthquake resistance, shock absorption, earthquake resistance, earthquake resistance, and isolation. Various technologies and related information such as earthquake-free, shock-absorbing, shock-absorbing, etc., especially the patent offices of various countries have already published cases, similar to the inventions or innovations of the above-mentioned technologies, and detailed research and comparison, research and synthesis It is true that each person has different talents, different learning fields, and different accumulated experiences. Therefore, in the face of the same problem and seeking solutions, there are different levels of thinking and space. Unspeakable, now in practice or ready to implement or only appear in various publications and media but not yet implemented (some are theoretical [si 4 201142124 and the actual significant gap), each invention or innovation Each has its own value's and each of them solves some problems; but in terms of the comprehensiveness and detail of the whole issue, it has now been fully disclosed. (4) Earthquake prevention, shock absorption, earthquake resistance, earthquake resistance, seismic isolation, isolation, and exemption Shock ·•Cage stem morning and so on, a dazzling array of inventions and innovations
發現各有所長，亦各有所短，其彼此之間，因此優劣互判， 门下I冑的疋冶私不治本，有的是治本不治標，有的則 欲求標本兼治卻用錯了方法，有的則是方法對了卻礙於現今 的材料科技無法突破’或受制於外在環境等影響，以致顧此 失彼’無法面面俱到。以本案發明人於二十年前所發明的「隔 絕地震動能之免震建築法及其結構」（"民國公告第 198739號及美國發明專利第4 881 35〇號）為例詳見附件： 公告第198739之發明係將建築物與地基隔開，再於其間設 有包括上下表面設置有多數曲面球座之支樓隔絕層及對應 該等球座之多數滾球，利㈣等滚球與其所接觸對應之曲面 球座間之極低滾動摩擦推力，當地震發生時，其最具破壞力 的水平震動將因滾球與曲面球座間來回之滾動作用，而能巧 妙的將地震水平震動動能轉換成建築物之垂直位能。其間滚 球及支撐隔絕層可作多層之設計，因此地震之水平震動力將 由下而上呈幾何級數之逐層衰減，其最後所能傳到建築物之 動能將微乎其微。另外，在支撐隔絕層及建築物之間，又築 設有多數連桿避震器，藉著連桿作用，可將地震傳來之上下 震動動能轉換成滑塊的水平運動動能，再利用槓桿裝置之槓 201142124It has been found that each has its own strengths, and each has its own shortcomings. Therefore, the advantages and disadvantages of each other are mutually judged. The smuggling of the shackles under the door is not a cure for the problem. However, the method is right, but it is impossible to break through the influence of today's material technology or subject to the external environment, so that it is impossible to cover everything. For the case of the "Seismic Building Method and Structure of Isolated Earthquake Energy" invented by the inventor of the present case (" Republic of China Announcement No. 198739 and US Invention Patent No. 4 881 35 No.), see the annex for details: The invention of Announcement No. 198739 separates the building from the foundation, and is provided with a branch insulation layer including a plurality of curved spherical seats on the upper and lower surfaces, and a plurality of ball balls corresponding to the ball seats, and the ball is The extremely low rolling frictional thrust between the corresponding curved spherical seats, when the earthquake occurs, its most destructive horizontal vibration will be converted by the rolling back and forth between the rolling ball and the curved spherical seat, and can intelligently transform the seismic horizontal vibration kinetic energy. The vertical position of the building. In the meantime, the ball and the supporting insulation layer can be designed in multiple layers, so the horizontal vibration force of the earthquake will be layer-by-layer attenuation from the bottom to the top, and the kinetic energy that can finally be transmitted to the building will be minimal. In addition, between the supporting insulation layer and the building, a plurality of connecting rod shock absorbers are built, and the vibration energy of the upper and lower vibrations can be converted into the horizontal motion kinetic energy of the slider by the action of the connecting rod, and then the lever is used. Device, bar, 201142124
桿原理，即可以一定之倍數比例由緩衝弓形彈簧吸收巨大的 滑塊動能，如此建築物即可避免直接受到地震垂直震動力之 衝擊破壞’以保障建築物之安全。該案固_料與其所對 應的球座間的水平運動，具有最低的滾動摩擦推力，而可使 建築物幾乎可以不受地震水平震動影響；但滾球與其所接觸 之球錢屬於點的接觸，故其單位受力很大，對巨型建築而 言，顯然不堪承受其龐大壓力，而只能適用於較輕型的建 築，應用範圍受限，此為其缺點之―。又該案連桿避震 器’藉著連桿作用及槓桿原理，而以—定倍數比率由弓型彈 簧緩衝吸收地震傳給㈣物之垂直震動，固㈣是克服地震 上下震動衝擊的巧妙設計，但該避震器在平常無地震狀態 時’長年累月承載著建築物的巨大重量，如此長期下來此 種魔大壓力亦勢必會使該連桿避震线之組成元件如：連桿 臂或弓型㈣等產生㈣或彈性疲乏，㈣短其❹壽命， 此為其缺點之二。又該案設計成由多數滾球及連桿避震器承 載著整座建築物，每當地震發生，固然可隨時發揮其應有的 免震防震功能’但相對的如位處常有強風吹襲地區（尤其是 趟風或越風經常發生之地帶）此種免震裝置如不再行設計另 外-套防護機制，以為對治風壓問題，則每當大風-吹，居 住於其上之人們勢必經常飽受搖晃擺動之苦，導致不堪其 擾。由以上之論述，_的到現在為止之每件有關對治地震 問題的發明或創新案’雖各有其潛在之價值，但相對的亦 201142124 各有其或大或小之缺失及很多美中不^之處。本案發明人即 疋基於多層次及多方面之考量，再參酌現今已發展成熟之各 種技術及相關資訊經過長時期之如理作意思維，综合研讀， 融會貫通’以宏觀角度直指問題核心，巧妙地將現代的電子 科技、通訊科技、油壓起重科技、機械科技…等等與本案獨 創之隔震免震技術結合在一起’使其彼此能互相呼應，而又 各自能充分發揮其所應有之功能。經過如此善巧細腻之設計 •安排及縝密規劃，當狀況來時（無論是颱風或是地震），必能 接近元美的達成其所應有之效果，而使人類生存必要因素之 一「居之安」得以落實解決。 【發明内容】 本發明之目的在於提供一種可瞬間啟動免震機制之免震 建築及其結構，建築物與地基分離，並在建築物與地基之間 δ又有適當數量吸震系統與多層滑動系統，且該建築物並由油 •壓承載系統負載’當地震發生時，地震監測站所設有的震波 感測系統能自動發射訊號由震波處理系統無線接收，在地震 波到達瞬間，藉由震波處理系統啟動油壓承載系統消除對建 築物的負載’並使該建築物經由該吸震裝置與多層滑動系統 來分散地震所產生的應力’達到減少地震造成建築物傷害之 功效。 本發明之另一目的係在於提供一種可瞬間啟動免震機制 之免震建築及其結構，建築物内的震波處理系統設有一震波 201142124 感測器’ t地震發生時’該震波處理系統能直接啟動油壓承 載系統，使全部油壓承載系統消除對建築物之負載及支撐。 可達成上述發明目的之可瞬間啟動免震機制之免震建築 及其結構，包括有： 吸震系統’係設置於建築物下方，為一第一承載構件底 部設置吸震系統’該吸震系統用以減少建築物上下振動及水 平振動； • 多層滑動系統，係設置於吸震系統下方，為以一第二承 載構件於底部设置一滑動塊’ S亥滑動塊底部再與多層堆疊会士 構接觸，該多層堆疊結構為數組尺寸遞變且具内凹曲面的碟 狀滑片所組成； 油壓承載系統’係與多層滑動系統間隔排列，其用以負 載建築物或消除建築物的負載； 震波處理系統’係電連接油壓承載系統，用以接收地震 # 波訊號以啟動油壓承載系統消除建築物的負載。 【實施方式】 請參閱圖一，本發明是一種免震建築，此種免震建築被 設計成當地震發生時，建築物不會隨地殼的擺動支配，而作 水平或上下之搖擺震動。另外則是當颱風來襲時，亦不會因 巨風之吹襲而搖晃擺動（當然輕微晃動在所難免）。本發明所 提供之可瞬間啟動免震機制之免震建築及其結構，主要包括 有：吸震系統1、多層滑動系統2、油壓承載系統3、一震波 201142124 處理系統4所構成。 該吸震系統1係設置於建築物下方，為一第一承載構件 11底部設置吸震裝置12，該吸震裝置12用以減少建築物上 下振動及水平微量振動；如圖一、圖二及圖五所示，該吸震 系統1可使用連桿避震器將地基對建築物所施加之垂直方向 動能轉變成連桿避震器之彈性位能，以達成垂直方向之免震 效果；或如圖三、圖四及圖六所示，該吸震系統1亦能使用 • 彈性體’以緩衝吸收地震對建築物所施加之垂直振動動能， 避免建築物因為地震而造成損害；或者結合上述該連桿避震 器與該彈性體’使該建築物更能有效地減少建築物上下振動 及水平振動。 該多層滑動系統2係設置於吸震系統1下方，為以一第 一承載構件2 1於底部設置一滑動塊2 2，該滑動塊2 2底部再 與多層堆疊結構23接觸，該多層堆疊結構23為數組尺寸相 鲁同的碟狀滑片23 1所組成、該多層堆疊結構23為數組尺寸 遞變的碟狀滑片23 1所組成，如圖七所示，該滑動塊22大 致呈圓柱狀，其底部具有由中心略微向外凸出之曲面，此曲 面有一定之曲率而與該多層堆疊結構23其層層堆疊而成之 最上層碟狀滑片23 1接觸，該碟狀滑片23 1則是一中心略微 向内凹入類似碟狀之内凹曲面碟狀滑片231，而與該滑塊呈 緊在的對應貼合，該碟狀滑片231與其所接觸的下面碟狀滑 片31亦以同樣狀態緊密對應貼合…，依此類推，其各層碟 201142124 m 231都是以同樣方式互相緊㈣應貼合，其最下層之 碟狀/月片23 1亦以同樣方式與_向上具内凹曲面類似半球型 之承載基座24作緊密之對應貼合，該承載基座24底部則墊 有具彈性 >肖此之防震襯塾25，而以螺栓鎖固於地基上。如此 、、且。而成之多層堆疊結構23其組成之碟狀滑片23丄尺寸係 由下往上逐層遞減（請參閱圖七、圖八、圖十及圖十一）該 等組合碟狀滑片231之厚度、數量，曲面半徑或面積及曲面 之曲率大小均可視實際需要而可作不同的組合設計。 又’該碟狀滑片231為依序疊起形成一由大漸小之多層 堆疊結構23之組合；當地震發生時，滑動塊22依受力方向 往復擺動’使每片碟狀滑片231間互相產生相對滑動，來消 除地震所產生之水平應力，且每片碟狀滑片231邊緣處具有 凸緣233,使碟狀滑片231不會因搖擺力量造成碟狀滑片 1脫落，該W動塊22係設置於最上一塊碟狀滑片23丨之一 曲面空間内’當地震發生時，滑動塊22依受力方向進行往 復擺動，使碟狀滑片231之間產生相對位移滑動，消除應力。 又如圖八所示，為該多層滑動系統2的另-實施例，該 多層滑動系統2具有一向下内凹曲面承載座％，其置有一同 徑弧之了字型或倒凸字形之滑塊27,該Τ字形滑塊27上面 以中央向上微凸之曲φ，而與該向下内凹曲面之承載座％ 作緊畨的對應貼合’其τ字形下面則亦以甲央向下微凸之曲 面’而與該堆疊而成之碟形滑月組合之最上層向上之内凹曲 201142124 u作緊密之對應貼合，該τ形滑塊27周邊亦分佈有大 小不一、適當數量之孔減具有職形歧㈣之槽溝，卞 等設計之用意在使儲存或塗抹於其間之潤滑油脂，在該w 滑塊/7在發生地震水平震動’而與該緊密對應貼合承載基 復/月動時，錢上述之油脂或潤滑油劑容易滲透、塗抹 及滋潤與其對應貼合之滑動裝置，而使其彼此間之滑動摩擦The principle of the rod, that is, the cushioning spring can absorb the huge kinetic energy of the slider by a certain multiple ratio, so that the building can be directly protected from the impact of the vertical vibration of the earthquake to ensure the safety of the building. The horizontal movement between the solid and the corresponding ball seat has the lowest rolling friction thrust, which can make the building almost unaffected by the earthquake level vibration; but the ball contact with the ball is in point contact. Therefore, its unit is very stressed. For giant buildings, it is obviously unbearable to withstand the huge pressure, but it can only be applied to lighter buildings, and its application range is limited, which is its shortcoming. In addition, the connecting rod shock absorber 'by the action of the connecting rod and the principle of the lever, and the vertical vibration of the (4) object is absorbed by the bow spring buffer by a fixed ratio, and the solid (4) is an ingenious design to overcome the shock of the upper and lower shocks of the earthquake. However, the shock absorber carries the huge weight of the building for many years in the normal state of no earthquake. Therefore, such a large pressure will inevitably make the components of the connecting rod shock line such as the connecting rod arm or bow. Type (4), etc. produce (4) or elastic fatigue, (4) short life, which is the second disadvantage. The case is designed to carry the entire building by a majority of ball and connecting rod shock absorbers. When an earthquake occurs, it can always play its proper vibration-proof and shock-proof function. In the attack area (especially the area where the hurricane or the wind often occurs), if the earthquake-free device is no longer designed with another set of protective mechanisms, it is considered that if the wind pressure is applied to the wind, it will live on it. People will often suffer from the swaying and swaying, causing unbearable disturbances. From the above discussion, each of the inventions or innovations concerning _ to the earthquake has been of potential value, but the relative 201142124 has its own big or small missing and many US and China. Not ^. The inventor of the case is based on multi-level and multi-faceted considerations, and then considers the various technologies and related information that have been developed and developed in the past. After a long period of time, the comprehensive study and integration will be directed to the core of the problem from a macro perspective. The modern electronic technology, communication technology, hydraulic lifting technology, mechanical technology, etc. are combined with the original isolation and vibration-free technology of the case, so that they can respond to each other, and each can fully play its role. Has the function. After such a delicate design, arrangement and careful planning, when the situation comes (whether it is a typhoon or an earthquake), it will be close to Yuanmei’s achievement of its due effect, and one of the necessary factors for human survival. The security has been resolved. SUMMARY OF THE INVENTION It is an object of the present invention to provide a vibration-free building and a structure thereof that can instantaneously activate a vibration-free mechanism, separating a building from a foundation, and having an appropriate number of shock absorbing systems and a multi-layer sliding system between the building and the foundation. And the building is loaded by the oil and pressure bearing system. When an earthquake occurs, the seismic sensing system provided by the seismic monitoring station can automatically transmit signals and receive it wirelessly by the seismic processing system. At the moment of arrival of the seismic wave, the seismic wave is processed. The system starts the oil pressure bearing system to eliminate the load on the building 'and allows the building to disperse the stress generated by the earthquake through the shock absorbing device and the multi-layer sliding system' to reduce the damage caused by the earthquake. Another object of the present invention is to provide a vibration-free building and a structure thereof that can instantaneously activate a vibration-free mechanism. The seismic wave processing system in the building is provided with a seismic wave 201142124. When the sensor occurs, the seismic processing system can directly The hydraulic bearing system is activated so that all hydraulic bearing systems eliminate the load and support on the building. The earthquake-free building and its structure capable of instantaneously starting the vibration-free mechanism can achieve the above object, including: the shock absorbing system is disposed under the building, and a shock absorbing system is provided for the bottom of the first load bearing member. Up and down vibration and horizontal vibration of the building; • Multi-layer sliding system, which is disposed under the shock absorbing system, is provided with a sliding block at the bottom of the second bearing member, and the bottom of the sliding block is in contact with the multi-layer stacking member. The stacking structure is composed of a disk-shaped sliding piece whose array size is tapered and has a concave curved surface; the oil pressure bearing system is arranged alternately with the multi-layer sliding system to load the building or eliminate the load of the building; the seismic processing system' The utility model is electrically connected to the oil pressure bearing system for receiving the earthquake #wave signal to activate the oil pressure bearing system to eliminate the load of the building. [Embodiment] Referring to Figure 1, the present invention is a vibration-free building designed such that when an earthquake occurs, the building does not sway with the swing of the earth's crust, and is oscillated horizontally or vertically. In addition, when a typhoon strikes, it will not be shaken and swayed by the gust of wind (of course, slight shaking is inevitable). The earthquake-free building and the structure thereof provided by the invention capable of instantaneously starting the vibration-free mechanism mainly comprise: a shock absorbing system 1, a multi-layer sliding system 2, a hydraulic bearing system 3, and a seismic wave 201142124 processing system 4. The shock absorbing system 1 is disposed under the building, and a shock absorbing device 12 is disposed at the bottom of the first load bearing member 11. The shock absorbing device 12 is configured to reduce vibration and horizontal vibration of the building; FIG. 1 , FIG. 2 and FIG. It is shown that the shock absorbing system 1 can use a link shock absorber to convert the vertical direction kinetic energy applied by the foundation to the building into the elastic potential energy of the link shock absorber to achieve the vibration-free effect in the vertical direction; or as shown in FIG. As shown in Figure 4 and Figure 6, the shock absorbing system 1 can also use the "elastomer" to buffer the vertical vibrational kinetic energy applied by the earthquake to the building, to avoid damage caused by the earthquake; or to combine the above-mentioned linkage shock absorber The device and the elastomer' make the building more effective in reducing up and down vibrations and horizontal vibrations of the building. The multi-layer sliding system 2 is disposed under the shock absorbing system 1 , and a sliding block 2 2 is disposed at the bottom of the first supporting member 21 , and the bottom of the sliding block 2 2 is further in contact with the multi-layer stack structure 23 . The disk slider 23 is composed of a disk slide 23 1 having the same size as the array, and the multilayer stack 23 is composed of a disk-shaped slider 23 1 whose array size is changed. As shown in FIG. 7 , the slider 22 is substantially cylindrical. The bottom portion has a curved surface slightly convex outward from the center, and the curved surface has a certain curvature to be in contact with the uppermost disc-shaped sliding piece 23 1 of the multi-layered stacked structure 23, which is stacked, and the disc-shaped sliding piece 23 1 is a center inwardly recessed into a dish-like concave curved disc-shaped sliding piece 231, and a corresponding fit with the slider, the disc-shaped sliding piece 231 is in contact with the lower disc-like sliding The film 31 is also closely matched to the same state in the same state, and so on, and the layers of the film 201142124 m 231 are closely adhered to each other in the same manner (four), and the lowermost layer of the disk/month piece 23 1 is also in the same manner. _ upwardly with a concave curved surface similar to the hemispherical bearing base 24 Corresponding to the bonding, the carrier bottom base pad 24 has a flexible > Xiao of this shock Sook liner 25, and locking bolt to the ground. So, and. The multi-layer stack structure 23 is composed of a disc-shaped slider 23 which is reduced in size from bottom to top (see Fig. 7, Fig. 8, Fig. 10 and Fig. 11). Thickness, quantity, radius or area of the surface and the curvature of the surface can be combined in different combinations according to actual needs. Further, the disc-shaped slider 231 is stacked in sequence to form a combination of a multi-layer stack structure 23 which is greatly reduced; when an earthquake occurs, the slider 22 reciprocates in a direction of force to make each disc-shaped slider 231 Relative sliding between each other to eliminate the horizontal stress generated by the earthquake, and each of the disc sliders 231 has a flange 233 at the edge thereof, so that the disc slider 231 does not cause the disc slider 1 to fall off due to the rocking force. The W moving block 22 is disposed in one of the curved surfaces of the uppermost disc-shaped sliding piece 23'. When an earthquake occurs, the sliding block 22 reciprocates in the direction of the force to cause relative displacement sliding between the disc-shaped sliding pieces 231. Eliminate stress. As shown in FIG. 8 , in another embodiment of the multi-layer sliding system 2 , the multi-layer sliding system 2 has a downward concave curved surface bearing seat %, which is provided with a curved or inverted convex shape. Block 27, the U-shaped slider 27 has a curved curvature φ which is slightly convex upward in the center, and a corresponding fit with the carrier of the downwardly concave curved surface is the same as the τ-shaped below. The curved surface of the micro-convex is closely matched with the inner upper concave inner curved 201142124 u of the stacked disc-shaped sliding moon. The τ-shaped slider 27 is also distributed with different sizes and appropriate numbers. The hole is reduced by the groove of the job profile (4), and the design of the hole is designed to make the grease stored or applied therebetween, and the w-slider/7 is vibrated at the earthquake level to closely match the carrier base. During the re-monthly movement, the above-mentioned grease or lubricating agent is easy to penetrate, smear and moisturize the sliding device corresponding thereto, and the sliding friction between them
係數大幅降低，進而能輔助降伏地震發生時所產生之水平振 動。該Τ形滑塊27下面另設有—等徑孤之中㈣狀板件… 該中空環狀板件28周邊是以螺栓鎖固於該向下内凹曲面承 載座了纟兩者間之空間剛好足以讓該τ形滑塊π作適 度之水平滑動而又不會掉落。 上述裝置裡面有部分容納空間29,本發明可利用該容納 严，29 rr| 以打入油脂或注入潤滑油劑，作為儲存潤滑該等 滑動裝置之用。該雙凹曲面承載多層滑動裝置之水平位移幅 度’遠大於單凹曲面多層堆疊結構23。兩者同樣具有能將地 震水平振動動能轉化成建築物垂直位能之功能 。而可在地震 結束時’使建築物回到原來最低最穩定之位置。 μ再參閱®九’該油壓承載系統3係與多層滑動系統2 間隔排列’其用以負載建築物或消除建築物的負載。平常無 地震狀況下’該建築物之第-承載構件11及油壓承載系統3 將建桌物撐起與固定，使吸震系統i的吸振單元12不會因 a年累月長期承受建築物之重壓而容易造成吸震系統1及 .[S.]. 11 201142124 吸振單元12之彈性疲乏及材料疲勞老化，而能延長諸多應 用元件之使用壽命。該免震建築在油壓承載系統3之承載支 撐下’亦可對抗風壓’而能使建築物不因強風吹襲而搖擺晃 動。又該油壓承載系統3在平常亦可當作該免震建築結構諸 多元件（如彈性體或吸震裝置12等耗材之抽換更新）或定期 與不定期（不定期是指大地震過後）保養（如滑動裝置潤滑油 脂或油劑之補充更換）時’現成之油壓承載系統3,能使上述 • 之保養更新作業，不必另求其他工具設備即能順利進行，此 為另一附加功能。 如圖一或圖三所示，建築物底部及周邊平常由二組以上 之油壓承載系統3樓起固定，使用二組以上之油壓承載系統 3具有循環輪替支撐建築物之功效。又，建築物周邊或側邊 設有數具油壓承載系統3輔助支撐，如此則能使建築物不受 強風吹襲之影響而產生搖晃，更能避免建築物内之住戶產生 鲁不適。 該震波處理系統4係電連接油壓承載系統3 ,用以接收 地震波以啟動油壓承載系統3消除建築物的負載；該震波感 測系統5係間隔一預定距離而設置，用以感測一震波，並且 分別根據該地震波以及一時間資訊產生一訊號。如圖十二所 示，依據上述可瞬間啟動免震機制之免震建築及其結構，更 包括有-震波感測系統5 ’使該震波處理“ 4分別以通訊 連接或無線連接至該震波感測系統5，用以接收該等地震波 12 201142124 訊號，並且根據一準則產生一警示訊號；於實際應用中，該 震波感測系統5進而包括有通訊裝置，當地震發生時，該震 波感測系統5以通訊裝置傳送一訊號給震波處理系統4，該 震波處理系統4即啟動油壓承載系統3消除建築物的負載， 如此，使該吸震系統1及多層滑動系統2可充分發揮其所應 有之免震隔震功能，以確保建築物之安全； 該通訊裝置進而包含一無線電波感測系統，用以將該警 鲁 示訊號透過一無線電波傳遞網路，如一超高頻（ultra High Frequency，UHF)電波傳遞網路、一特高頻（Very mghThe coefficient is greatly reduced, which in turn can assist in the horizontal vibration generated when the earthquake occurs. The lower side of the circular slider 27 is provided with an equal-diameter (four)-shaped plate member. The periphery of the hollow annular plate member 28 is bolted to the downward concave curved surface bearing seat. Just enough for the τ-shaped slider π to slide at a moderate level without falling. The device has a portion of the accommodating space 29 therein, and the present invention can utilize the accommodating, 29 rr| to inject grease or inject lubricating oil as a means of storing and lubricating the sliding devices. The bi-concave curved surface carrying the multi-layer sliding device has a horizontal displacement amplitude ' much larger than the single concave curved multi-layer stacked structure 23. Both also have the function of transforming the horizontal vibrational kinetic energy into the vertical energy of the building. At the end of the earthquake, the building can be returned to its lowest and most stable position. μ Referring again to the nine-' hydraulic bearing system 3 is spaced from the multi-layer sliding system 2 to load the building or to eliminate the load on the building. In the normal absence of earthquakes, the first bearing member 11 and the hydraulic bearing system 3 of the building support and fix the table, so that the vibration absorbing unit 12 of the shock absorbing system i does not endure the building for a long time. Heavy pressure and easy to cause shock absorbing system 1 and. [S.]. 11 201142124 Vibration absorbing unit 12 is elastic fatigue and material fatigue aging, and can extend the service life of many application components. The earthquake-free building is also capable of resisting wind pressure under the load-bearing support of the oil-carrying system 3, so that the building does not sway due to strong wind. In addition, the hydraulic bearing system 3 can also be used as a component of the seismic isolation structure (such as the replacement of consumables such as an elastomer or a shock absorbing device 12) or regular and irregular (after an irregular earthquake) maintenance. (If the sliding device grease or the oil is replenished and replaced), the 'off-the-shelf hydraulic bearing system 3 can enable the above-mentioned maintenance and update operation without any other tools and equipment, which is another additional function. As shown in Figure 1 or Figure 3, the bottom and the periphery of the building are usually fixed by the second floor of the hydraulic bearing system of two or more groups. The hydraulic bearing system 3 with more than two sets has the effect of circulating the wheel to support the building. In addition, several hydraulic bearing system 3 auxiliary supports are provided around the building or on the side, so that the building can be shaken without being affected by strong winds, and the residents in the building can be prevented from being uncomfortable. The seismic processing system 4 is electrically connected to the oil pressure bearing system 3 for receiving seismic waves to activate the oil pressure bearing system 3 to eliminate the load of the building; the seismic sensing system 5 is disposed at a predetermined distance to sense one Shock waves, and generate a signal based on the seismic wave and the time information, respectively. As shown in Fig. 12, according to the above-mentioned vibration-free building and its structure capable of instantaneously starting the vibration-free mechanism, the shock-wave sensing system 5' is further included to make the seismic wave "4" respectively connected by communication or wirelessly. The measuring system 5 is configured to receive the seismic wave 12 201142124 signal, and generate a warning signal according to a criterion; in practical applications, the seismic sensing system 5 further includes a communication device, and when the earthquake occurs, the seismic sensing system 5 transmitting a signal to the seismic processing system 4 by the communication device, the seismic processing system 4 starts the hydraulic bearing system 3 to eliminate the load of the building, so that the shock absorbing system 1 and the multi-layer sliding system 2 can fully exert their proper The vibration isolation function ensures the safety of the building; the communication device further comprises a radio wave sensing system for transmitting the warning signal through a radio wave transmission network, such as an ultra high frequency (ultra high frequency) , UHF) radio wave transmission network, a special high frequency (Very mgh
Frequency，VHF)電波傳遞網路、一行動電話通訊網路以及 一固網電話網路等，傳輸至該震波處理系統4 ;於實際應用 中’該通訊裝置可包含一衛星訊號感測系統，用以將該警示 訊號透過一衛星，如一海事衛星（maritime satellite)傳輸至該 震波處理系統4。該震波處理系統4可内建接收裝置接收來 籲 自遠方地震監測站内的震波感測系統5所發射（或傳送）出來 之地震波訊號。該地震波訊號係由地震監測站所設之震波感 測系統5在感測到地震波到達瞬間，由震波感測系統5同步 啟動該發射（或傳送）裝置，該震波感測系統5可將地震波自 動轉換成一地震波訊號而發射（或傳送）出去，而震波處理系 統4在接收到訊號後，隨即啟動免震建築所預設之油壓承載 系統3，在地震波尚未到達前，預先為建築物啟動免震防護 機制，以確保建築物之安全。 .[S. 13 201142124 該震波處理系統4的震波感測器41係屬於一種備用系 統’該震波感測器41是指如果前述震波感測系統5因故損 壞失靈，無法啟動’則可在地震波到達第一時間，藉由震波 處理系統4内部所預設之震波感測器41同步傳送一地震波 訊號給油壓承載系統3，同時命令油壓承載系統3啟動以消 除建築物的負載’使建築物得以避免受到隨後而來之震波襲 擊’以保障建築物之安全，如圖二與圖四所示。依據上述可 • 瞬間啟動免震機制之免震建築及其結構，本發明亦由震波處 理系統4啟動油壓承載系統3，亦即是指將承載建築物之油 壓承載系統3(不管是全部承載或部分承載）以及建築物週邊 平常作穩固支撐用之油壓承載系統3全部釋放掉壓力，而由 預先所設計安置之免震建築結構承載建築物全部重量，使其 恢復可作水平運動相對位移狀態。 震波處理系統4進而包括一選擇設定裝置，該選擇設定 ®裝置附屬於震波感測器4 i或震波處理系統4，該選擇設定裝 置配σ —電腦軟體而可視實際需要，各別將建築設定在發生 某種層度之地震，震波處理系統4才會自動啟動該建築物之 免震機制者。 明參閱圖二或圖四’當發生地震時，該油壓承載系統3 依序釋放應力’建築物因油壓承載系統3因為應力釋放消除 對建築物的負載’並且’吸震系統ι因應力釋放使建築物緩 、、降至疋位置，並啟動防震機制，當地震波發生而產生 201142124 水平振動時’該多層堆疊結構23上之滑動塊22依受力方向 在復擺動，使每片碟狀滑片231間與碟狀滑片231間，與盆 所承載之承載基座24產生㈣滑動，消除地震所產生之水 平應力，Μ狀滑片231邊緣處具有—凸緣出，使碟狀滑 片231不會因搖擺力量造成碟狀滑片231脫落，並且吸震裝 置12會緩衝吸收上下振動及水平微量振動，而使建築物受 到可靠的安全保護。Frequency, VHF) radio wave transmission network, a mobile telephone communication network, and a fixed-line telephone network are transmitted to the seismic processing system 4; in practical applications, the communication device may include a satellite signal sensing system for The warning signal is transmitted to the seismic processing system 4 via a satellite, such as a maritime satellite. The seismic processing system 4 can receive seismic wave signals transmitted (or transmitted) from the seismic sensing system 5 in the remote seismic monitoring station by the built-in receiving device. The seismic wave signal system is activated by the seismic wave sensing system 5 provided by the seismic monitoring station, and the seismic wave sensing system 5 synchronously activates the transmitting (or transmitting) device, and the seismic wave sensing system 5 can automatically generate the seismic wave. Converted into a seismic wave signal and transmitted (or transmitted), and after receiving the signal, the seismic processing system 4 immediately activates the hydraulic bearing system 3 preset by the seismic-free building, and pre-launches the building before the seismic wave has arrived. Earthquake protection mechanisms to ensure the safety of buildings. [S. 13 201142124 The seismic sensor 41 of the seismic processing system 4 belongs to a standby system. The seismic sensor 41 refers to a seismic wave if the seismic sensing system 5 fails due to damage. At the first time, the seismic wave sensor 41 preset in the seismic processing system 4 synchronously transmits a seismic wave signal to the hydraulic bearing system 3, and simultaneously commands the hydraulic bearing system 3 to start to eliminate the load of the building. Things can be protected from subsequent shocks to ensure the safety of buildings, as shown in Figure 2 and Figure 4. According to the above-mentioned shock-free building and its structure capable of instantaneously starting the vibration-free mechanism, the present invention also activates the oil pressure bearing system 3 by the seismic processing system 4, that is, the oil pressure bearing system 3 (whether or not all) that will carry the building. The hydraulic bearing system 3 for carrying or partially carrying) and the surrounding structure is generally used for stable support. The vibration-free building structure pre-designed and placed carries all the weight of the building, so that it can be restored for horizontal movement. Displacement state. The seismic processing system 4 further includes a selection setting device attached to the seismic sensor 4i or the seismic processing system 4, the selection setting device being equipped with σ-computer software and depending on actual needs, each setting the building at When a certain degree of earthquake occurs, the seismic processing system 4 will automatically activate the earthquake-free mechanism of the building. Referring to Figure 2 or Figure 4, when the earthquake occurs, the hydraulic bearing system 3 sequentially releases the stress 'building due to the hydraulic bearing system 3 because the stress release eliminates the load on the building' and the shock absorbing system ι is released due to stress Slowing down the building, down to the squatting position, and starting the anti-shock mechanism. When the seismic wave occurs and the 201142124 horizontal vibration occurs, the sliding block 22 on the multi-layer stack structure 23 is oscillated in the direction of the force, so that each disc is slippery. Between the 231 and the disc slider 231, the bearing base 24 carried by the basin is (4) slid to eliminate the horizontal stress generated by the earthquake, and the edge of the slidable slider 231 has a flange to make the disc slide. 231 does not cause the disc-shaped slider 231 to fall off due to the swaying force, and the shock absorbing device 12 buffers the up-and-down vibration and the horizontal micro-vibration, thereby providing the building with reliable safety protection.
又該多層堆疊結構23之每片碟狀滑片231分佈有適當數 量之長條形或長橢圓形及若干大小不—之孔洞232,其每相Further, each of the disk-shaped sliders 231 of the multi-layer stack structure 23 is distributed with an appropriate number of long or long oval shapes and a plurality of holes 232 of different sizes.
鄰之碟狀滑片231之長條形或長橢圓形全部互呈縱橫交錯狀 =，如此設計可使塗抹或儲存於該多層滑動线2之油脂（如 黃油）或潤滑油劑’在地震發生水平震動，而使其每片碟狀滑 片231產生相對位移互相來回往復滑動時，上述之油脂或调 滑油劑容易互相滲透、塗抹及滋潤整個多層滑動裝置2，使 每個組成之滑動元件：如滑動塊22、碟狀滑片231及承載基 座24全部可得到充分之潤滑，而使每個多層滑動系統2間（即 滑動塊22與碟狀滑片 23 1間、每片碟狀滑片23丨、碟狀滑片 231及承載基座24間）之滑動摩擦係數大幅降低；而在地震 發生水平震動時’其動能將透過上述層層低摩擦力滑動元件 之門傳送可作幾何級數之逐層衰減，最後再經上面第一 承載構件11戶斤設置之吸震裝置吸收，其最後所能傳送到建 築物之震動能量將微乎其微，使建築物幾乎可達到免震狀 15 201142124 態。另外該碟狀滑月231可將地震的水平運動動能轉換成建 築物之垂直位能，而使建築物在地震過後，仍能回到原來最 低最穩定之位置。 綜上所述，本案不但在空間型態上確屬創新，並能較習 用物品增進上述多項功&，應[充分符合新顆性及進 法定發明專利要件，差依法提出中請，料#局核准本件 發明專利申請案，以勵發明，至感德便。 # 【圖式簡單說明】 圖一為本發明可瞬間啟動免震機制之免震建築及其結構 第一實施例之結構剖面示意圖；供說明本發明未作動前之情 況； 圖二為本發明第一實施例之作動示意圖；供說明本發明 啟動防震機制後之情形； 圖二為本發明第二實施例之結構剖面示意圖；供說明本 鲁發明未作動前之情況； 圖四為本發明第二實施例之作動示意圖；供說明本發明 啟動防震機制後之情形； 圖五為本發明之吸震系統外觀示意圖；供說明吸震系統 為連桿避震器組成； 圖六為本發明之吸震系統外觀示意圖；供說明吸震系統 為彈性體組成； 圖七為本發明之多層堆疊結構剖面示意圖； 201142124 圖八為本發明之多層堆疊結構另—實施例剖面示意圖； 圖九為本發明之多層堆疊結構與油壓承載系統配置圖; 圖十為本發明多層堆疊結構之碟狀滑片之立體示意圖； 圖十一為本發明多層堆疊結構之碟狀滑片另一實施例立 體示意圖； 圖十二為本發明之震波感測系統之位置配置圖，供說明 震波感測系統可配置各地； Η十一為本發明之震波感測系統之作動流程方塊圖， 圖十四為本發明另一實施例圖之作動流程方塊圖； 圖十五為本發明具體實施例之立體剖面示意圖。 【主要元件符號說明】 1 吸震系統 11第一承載構件 12 吸震系統 2多層滑動系統 21第二承載構件 22 滑動塊 23多層堆疊結構 231 碟狀滑片 232 孔洞 233 凸緣 Ϊ S. 17 201142124 承載基座 防震襯墊 承載座 滑塊 中空環狀板件 容納空間 油壓承載系統 震波處理系統 震波感測器 震波感測系統The long strips or long ovals of the adjacent disc-shaped slides 231 are all criss-crossed with each other = so designed that the grease (such as butter) or lubricating oil applied or stored in the multi-layer sliding line 2 may occur in an earthquake. When the horizontal vibration is caused, and each of the disc-shaped sliding sheets 231 is relatively reciprocally slid back and forth, the above-mentioned grease or lubricating oil easily permeates, smears and moisturizes the entire multi-layer sliding device 2, so that each constituent sliding member : For example, the sliding block 22, the disc-shaped sliding piece 231 and the carrying base 24 can be fully lubricated, so that each of the multi-layer sliding systems 2 (ie, between the sliding block 22 and the disc-shaped sliding piece 23 1 , each disk-shaped The sliding friction coefficient between the sliding piece 23丨, the disc-shaped sliding piece 231 and the carrying base 24 is greatly reduced; and when the earthquake is horizontally vibrated, its kinetic energy will be transmitted through the door of the layered low-friction sliding element. The layer-by-layer attenuation of the series is finally absorbed by the shock absorbing device provided by the first load-bearing member 11 , and the vibration energy that can be transmitted to the building at the end will be minimal, so that the building can almost be shock-free. 201142124 Status. In addition, the dish-shaped shovel 231 can convert the horizontal kinetic energy of the earthquake into the vertical energy of the building, so that the building can return to the lowest and most stable position after the earthquake. To sum up, this case is not only innovative in terms of space type, but also can enhance the above-mentioned multiple functions and practices in comparison with customary items. It should [fully comply with the new traits and the legal requirements for legal inventions. The bureau approved the application for the invention patent, in order to invent the invention, to the sense of virtue. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic cross-sectional view showing a first embodiment of a vibration-free building and a structure thereof capable of instantaneously starting a vibration-free mechanism; for explaining the situation before the invention is actuated; BRIEF DESCRIPTION OF THE DRAWINGS FIG. 2 is a cross-sectional view showing the structure of the second embodiment of the present invention; FIG. 2 is a schematic cross-sectional view showing the structure of the second embodiment of the present invention; FIG. 5 is a schematic view showing the appearance of the shock absorbing system of the present invention; FIG. 5 is a schematic view showing the shock absorbing system as a connecting rod shock absorber; FIG. 6 is a schematic view showing the appearance of the shock absorbing system of the present invention. Figure 7 is a schematic cross-sectional view of a multilayer stack structure of the present invention; 201142124 Figure 8 is a cross-sectional view of another embodiment of the multilayer stack structure of the present invention; Figure 9 is a multilayer stack structure and oil of the present invention FIG. 10 is a perspective view of a disk-shaped sliding piece of a multilayer stack structure according to the present invention; FIG. FIG. 12 is a perspective view of a position of a shock wave sensing system of the present invention; FIG. 12 is a positional arrangement diagram of the seismic wave sensing system of the present invention, illustrating that the seismic wave sensing system can be configured everywhere; Figure 14 is a block diagram showing the operation of another embodiment of the present invention; Figure 15 is a perspective cross-sectional view of a specific embodiment of the present invention. [Main component symbol description] 1 Shock absorbing system 11 First load bearing member 12 Shock absorbing system 2 Multi-layer sliding system 21 Second load bearing member 22 Slide block 23 Multi-layer stack structure 231 Disc slide 232 Hole 233 Flange Ϊ S. 17 201142124 Bearing base Seat shockproof pad bearing seat slider hollow annular plate receiving space oil pressure bearing system shock wave processing system shock wave sensor seismic wave sensing system