200825253 五、中文發明摘要： 將建築物設於開放式儲液(水)槽中，利用浮力減少建築物與健 =(水)槽之間的作用力’即可減少磨擦力，並於 盘 士槽中四周設有彈性體，可撐起飄浮該^物 後’曰虽地展1生％水波之動能轉換與彈性體吸收上下左右地震 能量’以達防震功效。 六、英文發明摘要：200825253 V. Summary of Chinese invention: The building is installed in an open liquid storage (water) tank, and the force between the building and the health (water) tank can be reduced by buoyancy to reduce the friction force. There is an elastic body around the groove, which can support the floating effect of the object, although the kinetic energy conversion of the 1% water wave and the absorption of the upper and lower seismic energy of the elastic body are achieved. Sixth, English invention summary:
七、指定代表圖： (一）本案指定代表圖為：第（1)圖。 一)本代表圖之元件符號簡單說明： 1:建築物。 2:地下室。 3:儲液(水)槽。 4:地表。VII. Designated representative map: (1) The representative representative of the case is: (1). a) A brief description of the symbol of the representative figure: 1: Building. 2: Basement. 3: Storage liquid (water) tank. 4: The surface.
5:建築物底部。 6:儲液(水)槽底部。 14:液(水）面。 八、 式： 本案若有化學式時，請揭示最能顯示發明特徵的化學 九、發明說明： 【發明所屬之技術領域】 1·本發明涉及一種懸（漂）浮式地震防震法，尤其是指先計算出 建桌物總重量，再計算出使該建物漂浮於液體所需之浮力，該 浮力即排開液體所須之體積之重量’再以略大於、或等於、或 3 200825253 抻5中-種，特別建造相連於地 建造略ί於^液⑷槽體 :=二室)為建築物之重心，即可在該地 ;須之體積之液;重ί 工當該排開液體 :=ff ί生懸(漂)浮，當該排開液體所須之體積之‘ «ιί_、夜物總4量即可使該建物之地基 微微t觸，液(水)槽之底部，且該建物地基與儲液(水)种之底 部反作用力仍然為零，故制仍為（ θ液 產生之浮力略辑 底部反作用力，故可=中= 二 震時只要震級幅度小於防水地基(地 下至）之體減儲液⑷槽之間的距離 斑 2液==;而特別成為一種懸(漂)浮 式地辰防辰法所需構件，其中特別有—儲液(水)槽、及特別設 Ϊ二ϊΐ?ΐ防水ϊτ室之建築物，如所述之儲液(水)槽特別 «又； 下，且/、體積更特別大於防水地下室之體積，且兮 防水地下室所排開液⑷體之體積所產生之浮力至少略小於g 之ft來ΐ別減少該建築物與儲液(水)槽底部間的反 作用力’使其相發钱震急速左右縣時，目該 液(水)槽底部_反作用力不足而_使摩擦力變得^常,y、， ，成地震的能量足以帶鍵躲產生與地震舰相同的晃 動，特別進而使得地震能量轉換成儲液(水)槽 者 左晃時所產生之向左波浪，被右鱗之向右波浪概概^ 部份，達義震姐。 抵自 4 200825253 3·本發明涉及一種懸（漂）浮式地 液(水)槽中可設均勻混充彈性指其中該儲 金屬絲’其中-種，特別用以吸收地震搖擺時所 4·本發明涉及一種懸（漂）浮式地 液（水)槽底部為略往下凹之圓弧(铪、/尤，、疋指其中該儲 :。黃、彈性塑膠、空氣塾)，用來吸收當』生= 6古麵(漂)浮錢震防震法，尤其是指，盆中略 ΐΓΐϋί之液(水)面，_設*單向出知，於^ ί I左右地减树’制將高於該出水σ之波浪 ’屮、 ^再特別由單向出水Π喊顺液(水)射保本。 _ 7·本發明涉及一種懸（漂）浮式地震防震法，尤盆/甘士。 建物之防水地下室之建築物底部:^有^ 水)槽，於略高於儲液(水)槽之液(水)面，特^設有單 :成；：并艺強2上下左右地震_時，該彈性體受壓時特別 歩種懸（漂)浮式地震15方震法，尤i是指並中該設 室之麵物’四職別與地表連接設有彈i往 造成桿），制辦細顺 9.本發明涉及—種懸（漂)浮式地震防震法，_是指，其中該 5 200825253 設有防水地下室之建築物，特別聯結設 頂面之護蓋，a高度特別大於該健液大於該健液(水)槽 軟質土壤種·草景觀、二Γ鋪上 流水、泳池之庭園景觀。 人橋榡而成為-小橋 10.本發明涉及一種懸（漂)浮式地震防震法 設^水地下室之_物與儲液(水)槽之間特 11·本發明涉及-種懸（漂）浮式地震防震法 ，中混充有各式織狀物(海棉、網狀塑、、t氏 聚）’特別用以吸收地震搖擺時所產之亂數波浪震體（、、，氏水泥 種懸(漂)浮式地震防震法，特別是指，其中該 儲液(水)槽可為延展性良好之防鏽金屬外殼，盘鋼 = ^域閉，雜止舰大崎，將觀⑷狀外緣擠破^ 料崎岐法_綠建築物水 【先前技術】 體之體積之科學原理，與雜力=磨擦 糸數X上作用力，及水位高低位能動能相互轉換之應用。 【發明内容】 " 1·地震往往為人類不可知的最大且最立即的生命危害，而 通常^是在劇烈的搖晃下產生加速度，造成第一根樑 ，到應力之破壞斷裂後，產生連鎖效應而使整賊物崩塌，建 築師不僅為了要解決此一困擾不斷創新研發各式防震建材與結 構，但始終無法克服，地球的地心引力，因越高樓 重，故要克服地震所產生的剪力破壞，與重力破壞就越困 1越 6 200825253 本發明在不影響縣地上賴設計的條件下，為解決此一困難 特別使用，(漂}浮式地震防震法，來達到減少地震剪力破壞， 與重力破壞之困擾’其所須之技術手段如下：首先計算出建築物 總重量，再計算出使該建物漂浮於液體所需之浮力，該浮力即 排開液體所須之體積之重量，再以略大於、或等於、或略小於 該排開液體所須之體積，其中一種，建造相連於地表之可容納 該體積之儲液(水)槽後，再於該儲液(水)槽中建造略小於該儲 液(水)槽體積之防水空心地基(地下室），並把建物重心設在該 建物之地下室，即可在該地基建造房舍，於該儲液(水)槽注入 藝液體（水)後，當該排開液體所須之體積之液體重量所產生之浮 力大於該建築物總重量，即可使該建物產生懸（漂）浮，使得建 物懸（漂）浮於地表，當該排開液體所須之體積之液體重量所產 生之浮力等於該建築物總重量即可使該建物之地基微微接觸儲 液(水)槽之底部，且該建物地基與儲液(水)槽之底部反作用力 仍然為零，故仍為懸（漂）浮狀態，當該排開液體所須之體積之 液體重量所產生之浮力略小於該建築物總重量即可使該建物之 地基接觸儲液(水)槽之底部，來減少該建物地基底部與儲液(水) 槽底部反作用力，故可再上述之建物防水地下室底部與儲液(水) 槽底部中間設置彈性體（彈簀、彈性塑膠、空氣塾、壁震器）即 ® 可輕易撐起該建物使其產生懸（漂）浮，因為於發生地震時只要 震級幅度小於防水地基（地下室）之體積，與儲液(水)槽之間的 距離，該防水地基就不會與儲液(水)槽壁相互碰撞，當左右不 發生碰撞，建物之樑柱就不會有剪力破壞，當上下不發生碰撞， 建物就不會產生重力破壞，而成為一種懸（漂）浮式地震防震 法，即若發生碰撞也因彈性體與浮力之吸震而減少減力與重力 破壞。 2·本發明要讓地震左右晃動時產生的剪應力大幅減少，要達到 此一功效，該懸（漂）浮式地震防震法所需構件如下··一儲液(水） 槽，可利用現有之建造泳池或挖水池的方式建造、一設有重心 7 200825253 在防水地下室之建築物，因一般地下室本身就是防水，但該地 下室之防水必須做到滴水不漏，可用現有之造船技術來建構地 下至，再將如所述之儲液(水)槽，設於地表以下，且其體積大 於防水地下室之體積，才可容納防水地下室與震幅空間，並於 儲液(水)槽底部鋪設彈性體與建好防水地下室，於儲液(水)槽 注入水後，該防水地下室所排開液(水)體之體積所產生之浮^ ，少要略小於贼祕之重量，就可A量減少該建絲與儲液 (:χ)槽底·的反_力’使其制發生地震急速左右慑動 該建築物與儲液(水)槽底部間的反作用力不足而使摩擦 變得非系小’造成地震左右晃動的力量，不足以帶動建築物 ίίΐ地ΐΐΐίϊ的晃動，就"^住戶幾乎無感覺左右ί也震 奚it ί地辰能置只好轉換成儲液(水)槽的波動能量，當左 if，被右晃時之向右波浪相互概略抵消部 伤，就可達到防震與樑柱不受剪力破壞之功效。 ，·為防止過於強烈之大地震’導致縣發生， 槽將舰(水)料縣加寬1公尺社來防止 ί中均^ (漂)浮式地震防震法，將其中該儲液(水） 織狀物、漿體、海綿狀之網狀金屬絲， 地震•齡52擺~所產之亂數波浪，當儲液⑷槽之空間被 液(。槽中央，撞性織狀物可將建物推向儲 洋式地震防震法，i中物该將所通之懸（漂） 5瓜(錐)形，且所、十、^ ΐ (水)槽底部’設為略往下凹之圓 往覆運動ΐί， 下室之絲物底部連結設有可上下 發H :珠(滾輪)，且該滾珠為該建物之重心當地； 槽底;=往==)動形之^ 復原位。 重“而自動引導建築物回 8 200825253 5. i服了左右強震的剪力破壞後，就要考慮到上下強烈地震發 生時要如何防止建物受到破壞，其方法如下：將述之懸（漂）浮 式地震防震法，其中該防水地下室之建築物底部與儲液(水)槽 底部之間設有彈性體（彈簧、海棉、彈性塑膠、空氣墊），該彈 性體之所以能夠輕易撐起建物，並有效隔離防水地下室之建築 物底部與儲液(水)槽底部之間的安全距離，乃因該建物之重量 都被浮力概略抵消部份，所以就可使用彈性體(彈簧、海棉、彈 性塑膠、空氣墊)來輕易撐起建物，用來吸收當發生上下地震時 之能量。5: The bottom of the building. 6: The bottom of the reservoir (water) tank. 14: Liquid (water) surface. 8. Formula: If there is a chemical formula in this case, please disclose the chemical that best shows the characteristics of the invention. 9. Description of the invention: [Technical field of invention] 1. The present invention relates to a suspension (floating) floating earthquake-proof method, especially Calculate the total weight of the table, and then calculate the buoyancy required to float the structure to the liquid. The buoyancy is the weight of the volume required to displace the liquid 'and then slightly greater than, or equal to, or 3 200825253 抻 5 - Species, specially constructed to be connected to the ground to build a slightly more liquid (4) tank: = two chambers) is the center of gravity of the building, which can be in the place; the volume of the liquid; heavy ί when the liquid is discharged: = ff ί 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮 浮The reaction force with the bottom of the liquid (water) species is still zero, so the system is still (the buoyancy generated by the θ liquid slightly reverses the bottom reaction force, so it can be = medium = two earthquakes as long as the magnitude is smaller than the waterproof foundation (underground to) Body subtraction (4) between the grooves of the spot 2 liquid ==; and especially become a kind of suspension ( The components required for the floating-type anti-chen method, in particular, the storage liquid (water) trough, and the special Ϊ ϊΐ ΐ ΐ waterproof ϊ 室 room, such as the storage liquid (water) trough special « And; and /, the volume is more than the volume of the waterproof basement, and the buoyancy generated by the volume of the drainage liquid (4) in the waterproof basement is at least slightly less than the ft of g to reduce the building and the storage liquid (water The reaction force between the bottoms of the troughs makes it possible for the liquid (water) tank bottom to have insufficient reaction force _ to make the friction force become constant, y, ,, the energy of the earthquake is sufficient The key to avoid the same shaking as the earthquake ship, especially the left-hand wave generated when the seismic energy is converted into the liquid storage (water) trough, and the right-hand wave is the right part of the right scale.震姐. From 4 200825253 3. The present invention relates to a suspension (floating) floating ground liquid (water) tank which can be uniformly mixed and filled with elasticity, wherein the storage wire is a kind of therein, especially for absorbing earthquake sway 4. The present invention relates to a suspended (floating) floating ground liquid (water) tank bottom with a slightly concave downward circle (铪, / 尤, 疋 refers to the storage: yellow, elastic plastic, air 塾), used to absorb when the sheng = 6 ancient surface (drift) floating money shock anti-seismic method, especially that the basin is slightly ΐΓΐϋ Liquid (water) surface, _ set * one-way to know, reduce the tree around ^ ί I will make the wave higher than the water σ '屮, ^ and then especially from the one-way water shouting liquid (water) shot The present invention relates to a suspended (floating) floating earthquake anti-seismic method, Yupen/Ganshi. The bottom of the building of the waterproof basement of the building: ^ has ^ water) trough, slightly higher than the liquid storage (water) The liquid (water) surface of the trough is specially provided with a single: into; and the strong and strong left and right earthquakes _, when the elastic body is under pressure, the suspension (floating) floating earthquake 15 square earthquake method, especially i refers to And the surface of the room is set up in the four positions and the surface is connected with the bullet to make the rod. The invention relates to the suspension (floating) floating earthquake anti-seismic method, _ means that The 5 200825253 is equipped with a waterproof basement building, which is specially connected with a top cover. The height of a is particularly greater than the nutrient solution is larger than the nutrient (water) trough soft soil species and grass landscape, and the second floor is covered with water. Garden View Pool's. The invention relates to a suspended (floating) floating earthquake anti-seismic method, and between the water storage base and the liquid storage (water) tank. The present invention relates to a kind of suspension (drift) Floating earthquake anti-seismic method, the medium mixed with various kinds of woven fabrics (sponge, reticulated plastic, and t-swell) is specially used to absorb the random number of wave vibrations produced by earthquake sway (,,, cement type Suspension (floating) floating earthquake anti-seismic method, in particular, the liquid (water) trough can be a rust-proof metal casing with good ductility, coil steel = ^ domain closed, miscellaneous ship Osaki, will view (4) Edge crushing ^ material rugged method _ green building water [previous technology] The scientific principle of the volume of the body, and the application of the force = friction force X, and the conversion of the water level high and low potential kinetic energy. 】 " 1 · Earthquake is often the largest and most immediate life hazard unknown to humans, and usually ^ is generated under the violent shaking, causing the first beam, after the failure of the stress fracture, a chain effect The whole thief collapsed, and the architect not only tried to solve this problem, but also constantly innovated and developed each Anti-vibration building materials and structures, but can not be overcome, the earth's gravity, because the higher the building weight, it is necessary to overcome the shear damage caused by the earthquake, and the more difficult it is with the gravity damage 1 200825253 The invention does not affect the county Under the conditions of the design of the ground, in order to solve this difficulty, the use of the (floating) floating earthquake anti-seismic method to reduce the seismic shear damage and the gravity damage is the following technical means: first calculate the building The total weight of the object, and then calculate the buoyancy required to float the structure to the liquid, that is, the weight of the volume required to discharge the liquid, and then slightly larger than, equal to, or slightly smaller than the volume required for the liquid to be discharged One of them, after constructing a liquid (water) tank connected to the surface and accommodating the volume, and then constructing a waterproof hollow foundation (basement) slightly smaller than the volume of the liquid (water) tank in the liquid (water) tank. And placing the center of the building in the basement of the building, the building can be constructed on the foundation, and after filling the artistic liquid (water) in the liquid (water) tank, the volume of the liquid required to discharge the liquid Float Greater than the total weight of the building, the building can be suspended (floating), so that the suspended material floats on the surface, and the buoyancy generated by the weight of the liquid required to discharge the liquid is equal to the total of the building. The weight can make the foundation of the building slightly contact the bottom of the liquid storage (water) tank, and the reaction force of the bottom of the construction foundation and the liquid storage (water) tank is still zero, so it is still suspended (floating) floating state, when The buoyancy generated by the weight of the liquid required to discharge the liquid is slightly less than the total weight of the building, so that the foundation of the building contacts the bottom of the liquid storage (water) tank to reduce the base portion and the liquid storage (water) of the construction site. The reaction force at the bottom of the tank allows the elastic body (elastic, elastic plastic, air enthalpy, wall damper) to be placed between the bottom of the waterproof basement and the bottom of the liquid storage (water) tank. Suspension (drift) float, because in the event of an earthquake, as long as the magnitude of the magnitude is less than the volume of the waterproof foundation (basement) and the distance between the reservoir (water), the waterproof foundation will not be associated with the reservoir (water) tank wall. Collide with each other When a collision occurs, the beam and column of the building will not have shear damage. When there is no collision between the upper and lower sides, the building will not cause gravity damage, and it will become a suspended (floating) floating earthquake anti-seismic method, that is, if the collision occurs, the elastic body Shock absorption with buoyancy reduces damage and gravity damage. 2. The present invention is required to greatly reduce the shear stress generated when the earthquake is shaken left and right. To achieve this effect, the components required for the suspension (floating) floating earthquake anti-seismic method are as follows: • A liquid storage (water) tank, which can be utilized The construction of the swimming pool or the digging pool is built with a center of gravity. 7 200825253 In the waterproof basement building, the basement itself is waterproof, but the waterproofing of the basement must be dripping, and the existing shipbuilding technology can be used to construct the underground. The storage liquid (water) tank as described above is disposed below the surface of the ground, and its volume is larger than the volume of the waterproof basement to accommodate the waterproof basement and the shock space, and the elastic body is laid at the bottom of the liquid storage (water) tank. After the waterproof basement is built, after the water is injected into the liquid storage tank, the volume of the liquid (water) body discharged from the waterproof basement is less than the weight of the thief, and the amount of A can be reduced. The anti-force of the wire and the liquid storage (: χ) groove bottom makes the earthquake happen rapidly, and the reaction force between the building and the bottom of the liquid storage (water) tank is insufficient to make the friction become non-small. Cause the earthquake to sway The power of the movement is not enough to drive the building ίίΐ ΐΐΐ ϊ , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , When the rightward swaying is rightward, the waves are roughly offset from each other, and the shockproof and beam-column can be prevented from being damaged by shearing force. In order to prevent the earthquake that is too strong, the county is expected to be widened, and the tanker (water) material county is widened by 1 metre to prevent the 中中均^ (drift) floating earthquake anti-seismic method, in which the liquid (water) ) woven, slurry, spongy mesh wire, earthquake • age 52 pendulum ~ produced chaotic waves, when the liquid (4) groove space is liquid (. center of the groove, crash fabric can be The building is pushed to the anti-seismic method of the reservoir-type earthquake. The object in the middle of the object is suspended (floating) 5 melon (cone) shape, and the bottom of the ten, ^, ΐ (water) trough is set to a slightly concave circle. Covering movement ΐί, the bottom of the lower part of the silk object is connected with H: beads (rollers), and the ball is the center of gravity of the building; the bottom of the groove; = to ==) the shape of the moving ^ re-in situ. Heavy "Automatically guide the building back 8 200825253 5. After taking the shear damage of the strong earthquake, it is necessary to consider how to prevent the damage of the building when the strong earthquake occurs. The method is as follows: The floating earthquake anti-seismic method, wherein an elastic body (spring, sponge, elastic plastic, air cushion) is arranged between the bottom of the waterproof basement and the bottom of the liquid storage (water) tank, and the elastic body can be easily propped up The building is safely isolated from the bottom of the building in the waterproof basement and the bottom of the reservoir (water) tank. The weight of the building is roughly offset by the buoyancy, so the elastomer (spring, sponge) can be used. , elastic plastic, air cushion) to easily support the building to absorb the energy when the earthquake occurred.
6·當上下左右強烈地震發生時，必然晃動整個儲液(水)槽，但 上下地震時，同時也使得建物往上提升與往下震動，但建物受 到慣=影響並不會立即被地震往上提升，騎雜面提升，然 $，提升建物，為了要使建物不會造成過於激烈的上下震動而 ^建物、，騎述之懸（漂）浮式地震防震法，其巾略高於儲液 ^丨2槽士液(水）面，設有單向出水口，於強烈上下左右地震晃 、☆%將尚於該出水口之波浪能量排放出去後，就不會有過大的 把建物提升，再由單向出水口回流龍液(水)射保持原 二為了防止防水地下室之建築物底部與儲液(水)槽底部之間設 1彈性體^簧、海棉、雜娜、空氣墊)之建物，在受到強 i上ΙΪ震Βί，造成建物晃動，將所述之懸（漂）浮式地震防震 稔’ /、中略鬲於儲液（水)槽之液(水）面，設有單向出水口，於 /士上下左右地震晃動時，該彈性體受壓時建物產生相對上下 Iff液，波浪升高，當高於該出水口時即可將波浪能量排 ⑽Γ可減輕建物上下晃_震盪，碰被排出之水波再由 早向出水口回流到儲液(水)槽中保持原本浮力。 似百頓的重量’若發生強舰風造成建物類 ίΐΐϊϊίΐϊ，時要如何防止?將所述之懸（漂）浮式地 防辰法/、巾該4防水地下室之建築物，四周可與地表連接 9 200825253 設有彈性微裝置(液錢缸、彈性魄 生強烈趟風造成與地震相同時狀況時固定之用曹連才于）’於發 9內由都是儲液(水)槽之液體’無法通行到建物之 内，亚希望能達到有美化景觀的功效 了 U率r?t懸i漂)浮式地震防震法其中該設有 ，於該舰⑷槽之頂面，並可鋪上倾土麵度 ^設有#連桿式橋樑喊為—小橋流水、泳池之 .地震發生左右晃動時造成儲液(水)槽 左1 + i;;s:未 ίί^ίΓΓ漂浮隔離槽，當左地震來襲該可漂浮隔離 部份她峨量概略抵消 遞時之振幅魏以減少共觀象，可在所述 地震造成儲液(水)槽破裂漏水，將所述之懸 法其中該儲液(水)槽可為延展性良好之防鏽 再以Ό構’亚於外緣鋪設各式彈性物料、廢棄輪胎， 裂，來防止超級大地震直接擠壓儲液（水）槽而破 衮將儲液(水)槽之外緣擠破而漏水。 生=冑軸財有水紅崎線，雜目水電瓦斯管 危害’故該些管線在建物與地表上之間使用 ⑽2官線電線也預留長度，故當發生地震時所述之懸 你子式i震防震法其中，之建築物水電瓦絲配管，就有足夠 200825253 長度’來防止地震晃動產生管線破裂。 【實施方式】 1·懸（漂）浮式地震防震法，首先計算出建築物總重量，再計算出 使該建物漂浮於液體所需之浮力，該浮力即排開液體所須之體 積之重量，再以略大於、或等於、或略小於該排開液體所須之 體積’其中一種，建造相連於地表之可容納該體積之液(水） 槽後’再於該儲液(水)槽中建造略小於該儲液(水)槽體積之防 水空心地基(地下室），即可在該地基建造房舍，於該儲液(水） 槽注入液體(水)後，當該排開液體所須之體積之液體重量所產 生之浮力大於該建築物總重量，即可使該建物產生懸（漂）浮， 當該排開液體所須之體積之液體重量所產生之浮力等於該建築 物總重量即可使該建物之地基微微接觸儲液(水)槽之底部，且 該f物地基與儲液(水)槽之底部反作用力仍然為零，故仍為懸 (漂）浮狀態，當該排開液體所須之體積之液體重量所產生之浮 力略小於該建築物總重量即可使該建物之地基接觸儲液(水)槽 之底部，來減少該建物地基底部與儲液(水)槽底部反作用力， 故可再其中間設置彈性體(彈簧、彈性塑膠、空氣墊、壁震器、） 來撐起該建物使其產生懸（漂）浮，於發生地震時只要^級幅度 =於空心防水地基(地下室）之體積與儲液（水)槽之間的距離， 心防水地基就不會與儲液(水)槽壁相互碰撞，而成為一種 =(漂）浮式地震防震法，舉例來說一楝房舍每米平方重一公 噸^要建造10米平方的樓板，共要建造地上五層 地下室 :?〇〇共2建物，故該建物之總重為10乘10乘1嫌上8層 而重’故須要_頓重的浮力才可將該浮， 水池’灌滿水後就有1089噸重的水、，、1以乘9 積建築為腦立方米置入儲水池中時6. When a strong earthquake occurs up and down, the entire reservoir (water) tank must be shaken, but when the earthquake hits the upper and lower earthquakes, the building will be lifted up and down, but the building will be affected by the habit and will not be immediately affected by the earthquake. Lifting up, riding the miscellaneous surface to raise, and then $, to upgrade the building, in order to make the building will not cause too much up and down vibration and construction, and ride the suspension (drift) floating earthquake anti-seismic method, its towel is slightly higher than the storage The liquid ^ 丨 2 trough liquid (water) surface, with a one-way water outlet, in the strong up and down and left and right earthquakes, ☆% will be discharged after the wave energy of the water outlet, there will be no excessive increase in the building Then, the one-way outlet recirculation dragon liquid (water) is shot to maintain the original two. In order to prevent the waterproof basement between the bottom of the building and the bottom of the liquid storage (water) tank, an elastic body spring, sponge, mist, air cushion The building is shocked by the strong i, causing the building to sway, and the suspended (floating) floating earthquake is shockproof, and the liquid (water) surface of the liquid (water) tank is set. There is a one-way water outlet, and the elastic body is subjected to an earthquake when the earthquake is shaken up and down. When the building is built, the upper and lower Iff liquids are raised, and the wave is raised. When the water outlet is higher than the water outlet, the wave energy is discharged (10), the building can be undulated and shaken, and the water wave that is discharged is returned to the liquid storage from the early water outlet ( The original buoyancy is maintained in the water) tank. Like the weight of Baidun's if the strong ship wind causes the construction type ίΐΐϊϊίΐϊ, how to prevent it? The suspended (floating) floating ground defense method / towel, the 4 waterproof basement building, surrounded by the surface Connection 9 200825253 Equipped with elastic micro-devices (liquid tank, elastic typhoon, strong hurricane caused by the same situation when the earthquake is the same as Cao Liancai) 'Yufa 9 is the liquid of the reservoir (water) tank 'can not Passing through the building, Ya hopes to achieve the effect of landscaping. The U-rate r?t suspension is a floating earthquake-proof method. It should be placed on the top surface of the ship (4) and can be paved. The face ^ is equipped with a # link bridge shouting as - small bridge running water, swimming pool. When the earthquake occurs around the shaking, the reservoir (water) trough left 1 + i;; s: not ίί^ίΓΓ floating isolation trough, when left earthquake Investigating the floatable isolation part, she quantitatively offsets the amplitude of the delivery time to reduce the co-image, which can cause the reservoir (water) trough to rupture and leak in the earthquake, and the suspension is the liquid storage solution ( The water) tank can be used for rust-proofing with good ductility and then laying various elastic materials on the outer edge. Waste tires, cracked, to prevent direct extrusion super earthquake reservoir (water) break groove gun stock solution (water) than the notch edge and leakage to burst. Health = 胄 axis Caiyou water Hongqi line, miscellaneous hydropower gas tube damage 'There are some pipelines between the construction and the surface (10) 2 official line wire also reserved length, so when the earthquake occurred The earthquake-proof method of the earthquake, in which the building's hydroelectric wire and wire piping, has enough length of 200825253 to prevent earthquake sloshing and cause pipeline rupture. [Embodiment] 1. Suspension (drift) floating earthquake anti-seismic method, first calculate the total weight of the building, and then calculate the buoyancy required to float the building to the liquid, which is the weight of the volume required to discharge the liquid. And then, in a volume slightly larger than, equal to, or slightly smaller than the volume required for the liquid to be discharged, a liquid (water) tank connected to the surface capable of accommodating the volume is constructed, and then the liquid (water) tank is further In the construction of a waterproof hollow foundation (basement) which is slightly smaller than the volume of the liquid (water) tank, a house can be constructed on the foundation, and after the liquid (water) is injected into the liquid (water) tank, when the liquid is drained The buoyancy generated by the weight of the liquid of the volume is greater than the total weight of the building, so that the building can be suspended (floating), and the buoyancy generated by the weight of the liquid required to discharge the liquid is equal to the total of the building. The weight can make the foundation of the building slightly contact the bottom of the liquid storage (water) tank, and the reaction force of the bottom of the f foundation and the liquid storage (water) tank is still zero, so it is still suspended (floating) floating state, when The volume of liquid required to discharge the liquid The buoyancy is slightly smaller than the total weight of the building, so that the foundation of the building contacts the bottom of the liquid storage (water) tank to reduce the reaction force between the base portion of the construction ground and the bottom of the liquid storage (water) tank, so that the elastic body can be disposed in the middle (spring, elastic plastic, air cushion, wall damper,) to prop up the structure to create a suspension (floating) float, in the event of an earthquake, as long as the magnitude of the stage = the volume and storage of the hollow waterproof foundation (basement) The distance between the water and the tank, the waterproof foundation will not collide with the reservoir (water) tank wall, but become a = (floating) floating earthquake anti-seismic method, for example, a house with a square meter per meter. Metric tons ^To build a 10 m square floor, a total of five underground basements should be built: a total of 2 buildings, so the total weight of the building is 10 times 10 times 1 and 8 layers are heavy and it is necessary to Buoyancy can only be used to fill the pool. When the pool is filled with water, there will be 1089 tons of water, and 1 will be built into the storage tank with a 9-storey building.
臟)飄浮在儲水池中’若調整水量為口要 -頓的力量就可將建物由彈性體(彈簀、彈性塑膠、^整、I 11 200825253 辰器）來撐起該建物使其產生懸〇票）浮，若調整水量為8⑽噸， 那建物，部與儲水池之間的作用力就為零，所以就不會有磨擦 力’地震發生時就不會帶動建物產生晃動，因為只要儲水池的 與防^地下室外緣之間的距離大於地震的振幅就不會產生 ί名而破壞建物，而當上下地震發生時，因彈性體吸收了上下 震動之能量而大大減少重力破壞。 H茶見圖⑴’要達賴㈤浮式地震防震法所需構件如下： 二儲液(水)槽(3)、一設有重心在防水地下室（2)之建築物（1)， 液(水)槽⑶設於地表⑷之下，且其體積大於防水 當注人進人儲液(水)槽⑶後，即可達到減 二ίί”液(水)槽之⑶間的作用力，且該防水地下⑵ i:排體之體積所產生之浮力至少略小於該建築物之 力里播ίΐ^ί建条物⑴與儲液⑷槽⑶底部間的反作用 與儲液（水）槽底部⑹間的反作用力 乂 八厂#() 小，造祕雲66处旦j乍用力不足而使摩擦力變得非常 的晃動，推而二二不足以帶動建築物產生與地震震幅相同 能量轉換成儲液(水)槽的波動能量，當 部份，達纟1==錄，被錢叙向纽浪被概略抵消 于式地震防震法，其中該儲液(水)槽⑶中可 均勻此充彈性軟體、織狀物、漿體、 ）甲了 以吸收地震搖擺時所產之亂數波海綿狀之網狀金屬絲，用 4·請參見圖（2)所述之懸（漂）浮式地 、 槽底部⑹為略往下凹之目弧(錐)，且^ _該儲液(水） ⑵之建跡麵⑸賴設村^且=防水地下室 滚珠(滾輪)⑼，且該滾珠(滾輪動()與:滾動之 地震發生完畢後，該可上下往覆：為該建物之幾何重心^ ^ 因該儲液(水)槽底部⑹為略往凹ϋ:，，(滾輪)⑼即可 而自動引導建築物回復原位。之®孤(錐)形⑻’因重心 12 200825253 5· p請參見圖（3)所述之懸（漂）浮式地震防震法，其中該防水地 下至（2)之建築物底部（5)與儲液（水)槽底部（6)之間設有彈性 體（11)如··彈簧、海棉、彈性塑膠、空氣塾、海綿狀之網狀金 屬絲，用來吸收當發生上下地震時之能量。 6.請參見圖（4)所述之懸（漂）浮式地震防震法，其中略高於儲 水)槽之液(水）面（14)，設有單向出水口⑴)也就是說水只 月匕單向流動流回儲液(水)槽(3)，平常時該單向出水口（13)被單 ，檔板〇8)封住’只彳於強烈上下左右地震晃動時，水面波浪 咼於該出水口之水，才能由上往下排放把檔板（18)打開排水回 到J液(水)槽(3)，就可保持原本浮力，這樣就能減少建築物上 下，動的衝擊，只要單向出水口之水位高出儲液(水)槽之液(水） 面（14) ’即可把單向擋板(18)打開，讓水回流到儲液(水)槽（幻。 7· ^參見圖（4)所述之懸（漂）浮式地震防震法，同樣的道理其中 略尚於儲液(水)槽之液(水）面（⑷，設有單向出水口（13)，於 強烈上下左右地震晃動時，該彈性體（彈簧、海棉、彈性塑膠、 ，氣塾、海綿狀之網狀金屬絲）（⑴受壓時，建築物⑴因慣性 =用就往下擠壓造成液面升高⑽，當高於該出水口時即可將 ίίίί排放料，再由單向出水口⑽回流到儲液⑷槽中 保本洋力，這樣就能減少建築物上下震動的衝擊。 ^ $見?(5)但* 了要防止賴造細似地震災害，將所述之 式地震防震法，聽到氣像預告有強烈賴發生時，就 土士矣杳=颳準備，其中該設有防水地下室之建築物，四周可盥 ϋΐ接設有彈性連結裝置(16)如：彈性纖、繩索、連桿了 、;、X生強烈颱風造成與地震相同時狀況時固定之用，且 預設在地下室故該建築物並不會被職吹倒。.、、、 所:匕為i吏住戶能夠順利跨越儲液(水)槽⑶，所以將 f震防震法，其中該重心設在防水地下室之 行^有一大於該儲液(水)槽⑶糊之護蓋⑽ 在上仃走出入，且高度大於該儲液(水)槽（3)之頂面就 13 200825253 不會發生碰撞，因護蓋（17)與建物聯結一體，且平常彳艮少合 ϋίίίΐ ’故該護蓋並不會—直在晃動，且行人之重^相 對於建物重1比例太小，故行人於行走於建物或護蓋(1乃之上 ，不會造成有感晃動，並可鋪上軟質土壤種植花草景觀、或設 有橋樑而成為一小橋流水、泳池之庭園景觀。 10.請參⑸騎狀懸（漂)浮式地震喊法其巾該 水地下室（2)之建築物與儲液（水)槽之間設有至少一件 隔離槽(12)，用以概略抵消部份，地震左右晃動時所產生=波 浪1因為該可漂浮隔離槽⑽’受地震時的波浪會跟水槽傳來 的波浪相反並可讎水位，好丨植侧單向 可概略抵消部份震波。 11·為了更穩S建物將所述之懸（漂）浮^地震防震法 =中^充有各式織狀物（海棉、網狀塑膠）、贿（&裝二泥 水），用以吸收地震搖擺時所產之亂數波浪。 12. 若發生崎纏祕騎讀⑻浮式地震 漏水’將儲液(水)槽做成可為延展性良好之;方鏽： f卜=油架結構並於外緣，鋪設各式雜物料如廢棄輪 ;之^、=，再以泥土封閉，來防止超級大地震，將儲&水） 即=漏水而出也是漸進式的漏水，故不 13. 人生活在賴物_要有水紅崎線，靴 5„而生危害，故該些管線在建物與地殼上 來社地震絲產生料產纽扯破裂。 H):乃係本發明之敏代表圖，之1/2剖面圖。 圖（2):乃係本發明之設有將建築物自動回 圖（3):乃係本發明之建築物底部設有彈性體之μ剖^圖: 200825253 圖〉’4):乃係本發日狀可將過高液咖 圖（5):乃係本發明之設有防止颱 L *剖面圖。 使行人出入之護蓋（17)及隔離裝置⑽’與可 1:建築物。 2:地下室。 【主要元件符號么】中之建物购略圖。 3:儲液(水)槽。 4:地表。Dirty) floating in the reservoir. 'If you adjust the amount of water to the mouth, you can use the elastic body (elastic, elastic plastic, ^11, I 11 200825253) to prop up the building to make it hang. If the amount of water is adjusted to 8 (10) tons, the force between the building and the reservoir will be zero, so there will be no friction. When the earthquake occurs, it will not cause the building to shake, because as long as it is stored The distance between the pool and the outer edge of the basement is greater than the amplitude of the earthquake, which will not cause damage to the building. When the upper and lower earthquakes occur, the elastic body absorbs the energy of the up and down vibration and greatly reduces the gravity damage. H tea is shown in Fig. 1 (1) The components required for the Dalai Lama (5) floating earthquake anti-seismic method are as follows: 2. Storage liquid (water) tank (3), a building with a center of gravity in the waterproof basement (2) (1), liquid ( The water tank (3) is located below the surface (4), and its volume is larger than the water-proof. When the person enters the liquid (water) tank (3), the force between the (3) tanks of the liquid (water) tank can be reduced, and The waterproof underground (2) i: the buoyancy generated by the volume of the body is at least slightly less than the force of the building. The reaction between the bottom of the building (1) and the bottom of the liquid (4) tank (3) and the bottom of the liquid (water) tank (6) The reaction force between the eight factories #() is small, the secret cloud 66 is too strong, so the friction becomes very swaying, and the two are not enough to drive the building to generate the same energy as the earthquake. The fluctuation energy of the liquid storage (water) tank, when part, reaches 1== recorded, is summed up by the money to the New Wave, and is roughly offset by the earthquake-proof method, in which the liquid (water) tank (3) can be uniformly charged. Elastic soft body, woven fabric, slurry, and so on, to absorb the sporadic wave-like mesh-like metal wire produced by the earthquake sway, use 4 · see Figure (2) The suspended (floating) floating ground, the bottom of the trough (6) is a slightly concave downward arc (cone), and ^ _ the liquid storage (water) (2) of the trace surface (5) depends on the village ^ and = waterproof basement ball ( Roller) (9), and the ball (roller () and: after the occurrence of the rolling earthquake, the up and down cover: the geometric center of gravity of the building ^ ^ because the bottom of the liquid (water) trough (6) is slightly concave :,, (roller) (9) can automatically guide the building to return to the original position. The ® lone (cone) shape (8) 'because of the center of gravity 12 200825253 5 · p Please see the suspended (floating) floating earthquake described in Figure (3) The anti-vibration method, wherein the waterproof bottom (2) is provided with an elastic body (11) between the bottom of the building (5) and the bottom (6) of the liquid storage (water) tank, such as spring, sponge, elastic plastic, and air.塾, spongy mesh wire for absorbing energy when an up and down earthquake occurs. 6. Please refer to the suspension (floating) floating earthquake anti-seismic method described in Figure (4), which is slightly higher than the water storage tank. The liquid (water) surface (14) is provided with a one-way water outlet (1), that is, the water flows into the liquid storage (water) tank (3) in one direction, and the one-way water outlet (13) is usually used. Sheet, baffle 〇8 ) Sealing 'only when the earthquake is shaking up and down strongly, the water wave slams into the water of the water outlet, and the drain (18) can be drained from the top to the bottom to drain back to the J liquid (water) tank (3). It can maintain the original buoyancy, which can reduce the impact of the building up and down, as long as the water level of the one-way outlet is higher than the liquid (water) surface of the liquid (water) tank (14) ' (18) Open, let the water return to the liquid storage (water) tank (illusion. 7· ^ See the suspension (drift) floating earthquake anti-seismic method described in Figure (4), the same reason is slightly in the storage liquid (water The liquid (water) surface of the tank ((4) is provided with a one-way water outlet (13). When the earthquake is strongly shaken up and down, the elastic body (spring, sponge, elastic plastic, gas, sponge-like mesh metal) Silk) ((1) When the pressure is applied, the building (1) is caused by inertia = it is pressed down to cause the liquid level to rise (10). When it is higher than the water outlet, the material can be ίίίί, and then returned to the one-way water outlet (10). The liquid storage (4) tank protects the foreign power, which can reduce the impact of vibrations on the building. ^ $ see? (5) but * to prevent the formation of a similar earthquake disaster, the earthquake-prevention method described above, when the gas image is predicted to have a strong dependence, the Tusi 矣杳 = scraping preparation, which Buildings with waterproof basement can be connected with elastic connecting devices (16) such as elastic fibers, ropes and connecting rods; and X-ray strong typhoons cause fixed conditions when the earthquake is the same, and pre- Located in the basement, the building will not be blown down. .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, The cover (10) is moved in and out of the upper jaw, and the height is greater than the top surface of the liquid (water) tank (3). 13 200825253 No collision occurs, because the cover (17) is integrated with the building, and is usually low.合ϋίίίΐ 'The cover is not - straight, and the weight of the pedestrian is too small relative to the weight of the building, so pedestrians walk on the building or cover (1 above, will not cause a sense of shaking It can be paved with soft soil to plant flowers and plants, or with a bridge to become a small bridge running water, swimming pool landscape. 10. Please refer to (5) riding suspended (drift) floating earthquake shouting its towel basement (2) At least one isolation groove (12) is provided between the building and the liquid storage (water) tank for roughly offsetting the part, and the vibration is generated when the earthquake is shaken left and right = because the floating isolation tank (10) is subjected to an earthquake The wave will be opposite to the wave from the sink and can smash the water level. Seismic wave. 11·In order to stabilize the S building, the suspension (floating) and the earthquake-proof earthquake-proof method = medium-filled with various kinds of woven fabrics (swim, mesh plastic), bribes (& two muddy water) It is used to absorb the chaotic waves produced by the earthquake. 12. If there is a sneak sneak peek (8) floating earthquake leaking 'the liquid (water) trough can be made of good ductility; square rust: f = oil frame structure and on the outer edge, laying all kinds of miscellaneous materials such as waste wheels; ^, =, and then closed with mud to prevent super-large earthquakes, will be stored & water) that is leaking out is also progressive Leaking water, it is not 13. People live in the ah _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/2 sectional view of the invention representative map. Fig. 2 is a view showing the automatic return of the building according to the present invention (3): it is an ultrasonic section of the bottom of the building of the present invention. ^图: 200825253 图〉'4): It is a high-liquid map of the present day (5): it is a sectional view of the prevention table L* of the present invention. A cover for pedestrians to enter and exit (17) ) and isolation device (10)' and can 1: building. 2: basement. [Main component symbol] in the building purchase sketch. 3: liquid storage (water) tank. 4: surface.
5:建築物底部。 6:儲液(水)槽底部。 7:上下往復運動。 8:下凹之圓弧(錐）形。 9:滾珠(滾輪）。 Π:彈性體。 12:隔離槽。 13:單向出水口。 14:液(水）面。 16·•彈性連結裝置。 Π:護蓋。 18:單向擋板。 十、申請專利範圍： 也震防震法，計算出建 ί盆中-於、或略小於該排開液體所須之體 枰，並於，儲ί於地表之可容納該體積之儲液(水) 二地I小於該儲液(水)槽體積之防水 (1 也下宮土/’且正個建築物的重錢在該防水空德基 (地下至），亚建造該建築物，於該儲液(水)槽注入液體(水)後， 155: The bottom of the building. 6: The bottom of the reservoir (water) tank. 7: Reciprocating up and down. 8: concave arc (cone) shape. 9: Ball (roller). Π: Elastomer. 12: Isolation slot. 13: One-way outlet. 14: Liquid (water) surface. 16·•Flexible connection device. Π: Cover. 18: One-way baffle. X. The scope of application for patents: The earthquake-proof method is also used to calculate the body volume required for the liquid to be discharged, or to store the liquid in the volume (water) The second land I is smaller than the water volume of the liquid storage (water) tank (1 also the lower part of the earth / 'and the weight of a building in the waterproof empty base (underground to), the sub-construction of the building, in the store After the liquid (water) tank is injected into the liquid (water), 15