A7 Β7 經濟部智慧財產局員工消費合作社印製 發明說明（ 本發明係為-種溝渠減振構造（追加一），盆係屬一 種阻隔振動傳遞之建築結似計，其藉由溝渠減振之結構 設計，得以將-側地表振動源之振動予以適切的阻隔，而 讓另側之建築物避免受到振動之不利影響者。 -般建築物在避免振動之設計上—直沒有適用之結構 ’美國在阿拉斯加建造的北美防空指揮中心的建築物是建 造在數千根的避震彈簧上方1達到所需求之避震功效， 但其施工之困難度高、建築之成本貴，絕非—般建築物所 能承擔。 近年來積體電路已然成為我國最具市場競爭力的產品 ’而“台南科學園區”晴則將此一產業推向了另一個 尚峰’但在開發台南科學園區的同時，為了能夠縮短台灣 的南北交料間’高賴路„時在建造，且目前規劃的 路線即由台南科學園區邊上穿過，此—狀況使得對精密度 要来極高的晶圓加工業者而言’造成了相當大的威脅，如 何能夠降低高速鐵路（或高速公路）對建築物所產生的振 動影響，確實是一項相當重要的工作。 本發明人針對高速鐵路（高速公路）或類似的地表振 動之隔離與減振投人了相當大的心力進行研究，故而發展 出了本案U設計，械#釣局之肯w准予專利。 7本發明人以本案之原案為基礎，針對其結構作更進 步的研究與分析，以期開發出更具進步性與實用性之設 計’經過㈣时試實驗後，設計^成了施王更迅速且成 本更低之本發明。 ϋ狀度適用中_最標準（i—規格⑽χ挪公楚） — ί---------:, 4----------- <請先聞讀背面之注意事項再填寫本頁一 線·, 經濟部智慧財產局員工消費合作社印製 7320五、發明說明（ 本發明之首要目的在於：提供一種溝渠減振構造（追 加―）’其係於距離振動源適當距離處由地面向下授設溝 渠並以混凝土構築兩道平行之擋土壁，於兩擋土壁之間挖 d又適‘ ？木度之各置空間’於該容置空間底面舖築槪底層， 接著在該襯底層上填充彈性軟質隔震材至接近地面之高度 ’然後在容置空間之最上層舖設有地表撐材及覆蓋層，藉 此可以提供遠離振動源侧良好之阻隔振動效果者。 為使貴審查委員進一步瞭解前述目的及本發明之結 構特徵β附以圖式詳細説明如后：(一） 圖式部分： 第一圖：係本發明之部份放大剖面結構配置示意圖。. 第二圖：係本發明之較佳實施例之剖面示意圖。第三圖：係本發明之較佳實施例之實施狀態參考圖。(二） 圖號部分：A7 Β7 Printed invention description by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs (The present invention is a kind of ditch vibration reduction structure (additional one), the basin system is a kind of architectural design that blocks the transmission of vibration. The structural design can properly block the vibration of the ground surface vibration source on one side, and prevent the buildings on the other side from being adversely affected by vibration.-The general building is designed to avoid vibration-there is no applicable structure. The North American Air Defense Command Center building in Alaska is built over thousands of suspension springs1 to achieve the required shock absorption effect, but its construction is difficult and the construction cost is expensive. In recent years, the integrated circuit has become China's most competitive product in the market, and "Tainan Science Park" Qing has pushed this industry to another Shangfeng. But while developing the Tainan Science Park, Shortening the "Gaolai Road" in the north-south crossroads of Taiwan was under construction, and the currently planned route passes by the Tainan Science Park. For the wafer processing industry with extremely high precision, it poses a considerable threat. How to reduce the vibration impact of high-speed railways (or highways) on buildings is indeed a very important task. The present inventor has made considerable efforts to isolate and reduce vibrations of high-speed railways (highways) or similar ground vibrations, so he has developed the U design of this case, and the patent is granted by the fishing department. Based on the original case of the present case, the inventor made more advanced research and analysis on its structure, with a view to developing a more progressive and practical design. After time trials, the design became faster and more costly for Shi Wang The present invention is even lower. The degree of application is _ the most standard (i-specification ⑽χ 摩 公 楚) — ί --------- :, 4 ----------- < Please read the precautions on the back before filling out the front page of this page. • Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs and printed on 7320. V. Invention Description (The primary purpose of the present invention is to provide a ditch vibration reduction structure (addition-)) Tied to proper distance from vibration source A trench is provided downward from the ground and two parallel retaining walls are constructed with concrete, and it is suitable to dig between the two retaining walls. '? Each space of woodiness' is laid on the bottom of the containing space. Then, the base layer is filled with an elastic and soft vibration-isolating material to a height close to the ground ', and then a ground support material and a covering layer are laid on the uppermost layer of the accommodation space, thereby providing a person with a good vibration isolation effect away from the vibration source side. In order to make your reviewing committee better understand the aforesaid purpose and the structural features of the present invention β, detailed drawings are attached as follows: (a) Schematic part: The first figure: a schematic view of the enlarged cross-section structure of the present invention. The second figure is a schematic cross-sectional view of a preferred embodiment of the present invention. The third figure is a reference diagram of a state of implementation of the preferred embodiment of the present invention. (Two) Figure number part:
(1 0')地面 (2 0 )溝渠 (2 4)容置空間 (3 2)彈性軟質隔震材 (3 6 )地表撐材 (4 0)地表遮蓋 (5.0 )橋墩 (12)泥土 (2 2)擋土壁 (3 0)襯底層 (3 4)地工織物層 (3 8)覆蓋層 (4 2)橡膠層 (6 0)建築物 請參閱第一圖所示，其係為本發明之部份放大剖面結 構配置示意圖，其中可以見到本發明係由地面（丄〇 )向 下挖設溝渠（2 0 )並以混凝土構築兩道平行之撞土壁（ 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） (請先閱讀背面之注意事項再填寫本頁) — II JL . .，^'-------1 ^---------線:::)11!- -I n ϋ n n n n · 45 A7 B7 濟 部 智 慧 財 產 局 消 費 合 作 社 印 製 五、發明說明（） 2 2) ’於兩擋土壁（2 2)之間挖設適當深度之容置空 間C24)，其深度可為擋土壁（22)深度之1/1〇 〜Θ/10 ’於該容置空間（2 4)底面舖築襯底層（3 0)，接著在該襯底層（3 0)上填充彈性軟質隔震材（ 3 2)至接近地面（1 〇)之高度，然後在容置空間（2 4)之最上層舖設有地表撐材（3 6)及覆蓋層（3 8) ，藉以提供遠離振動源側良好之阻隔振動效果；另在容置 空間（24)上方可以設置一地表遮蓋（4〇),該地表 遮蓋（40)可由混凝土製成，同時在該地表遮蓋（4〇 )底面設有一層橡膠層（42) β 配e第二圖之本發明較佳實施例之剖面示意圖觀之， 其中可以見到本發明之容置空間（2 4)深度等於或小於 擋土壁（2 2)之深度，而在容置空間（24)下方的兩 撐土壁（22)之間則為未開挖之泥土（12)，於圖令 所示之較佳實施例中的襯底層（3 Q)係先舖設地工織物 層，以避免泥砂參入容置空間（24)中，接著即在地工 織物層上方覆以卵石層、碟石層或其他適當材料以形成概 底層C3 0 )，接著即在襯底層（3 〇 )上方填充彈性軟 質隔震材（32) ’在填充至容置空間（24)約中間位 置時’再=容置空間（24)十舖設一層地工織物層（3 4 ).，接著再填充人彈性軟f隔震材（3 2 )至接近地面 (1〇)之高度，然後在容置空間（24 有地表撐材（36)及覆蓋層（3δ); ““ 前述較佳實施例的推土壁（2 2)厚度為8 〇公分，(1 0 ') Ground (2 0) Ditch (2 4) Receiving space (3 2) Elastic soft isolation material (3 6) Surface support material (4 0) Surface cover (5.0) Bridge pier (12) Soil (2) 2) Retaining wall (3 0), backing layer (3 4), geotextile layer (3 8), covering layer (4 2), rubber layer (6 0). Please refer to the first figure for the building, which is the present invention. Part of the enlarged cross-section structure configuration schematic diagram, it can be seen that the present invention is to dig a trench (20) downward from the ground (丄 0) and construct two parallel impacting walls with concrete (this paper scale applies Chinese national standards (CNS) A4 specification (210 X 297 mm) (Please read the notes on the back before filling this page) — II JL.., ^ '------- 1 ^ -------- -Line :: :) 11!--I n ϋ nnnn · 45 A7 B7 Printed by the Consumer Cooperatives of the Ministry of Economic Affairs of the Ministry of Economic Affairs of Japan 5. Description of the invention () 2 2) 'Excavate between two retaining walls (2 2) An accommodation space of an appropriate depth (C24), the depth of which can be 1/1 0 to Θ / 10 of the depth of the retaining wall (22), and a substrate layer (30) is laid on the bottom surface of the accommodation space (24), and then The base layer (30) is filled with an elastic and soft vibration-isolating material (32) to the ground (10) height, and then the ground support material (36) and cover layer (38) are laid on the uppermost layer of the accommodation space (24) to provide a good vibration isolation effect away from the vibration source side; Above the accommodating space (24), a surface cover (40) can be set. The surface cover (40) can be made of concrete, and a rubber layer (42) is provided on the bottom surface of the surface cover (40). The cross-sectional schematic diagram of the preferred embodiment of the present invention is shown in FIG. 2. It can be seen that the depth of the accommodation space (24) of the present invention is equal to or less than the depth of the retaining wall (2 2). Between the two supporting soil walls (22) below is unexcavated soil (12). In the preferred embodiment shown in the drawing, the substrate layer (3 Q) is first laid with a geotextile layer to avoid Mud sand joins the containing space (24), and then is covered with a pebble layer, a dish stone layer or other suitable material to form a rough bottom layer C3 0 above the geotextile layer, and then is filled above the substrate layer (30). Elastic soft vibration-isolating material (32) 'When filled to the middle of the accommodation space (24)', then = accommodation space (24) Ten layers of geotextile fabric (3 4) are laid, and then filled with human elastic soft f-isolation material (3 2) to a height close to the ground (10), and then there is ground support in the accommodation space (24 Material (36) and cover layer (3δ); "" The thickness of the bulldozing wall (22) of the foregoing preferred embodiment is 80 cm,
*57320 A7 Β7 經 濟 部 智 慧 財 產 局 員 工 消 費 合 作 社 印 製 五、發明說明（ 深度為2 5〜3 〇公尺， 前述兩擋土壁（22)之間的容置空間（24)寬度 為80公分，深度為15〜16公尺， , 前述襯底層（3 〇 )中卵石層之卵石以粒徑小於4公 分為佳，且其覆蓋之厚度以1 5公分為佳， 前述之彈性軟質隔震材（3 2 )’係採比重大於工， 由橡膠或其他具彈性或黏滯性高分子材料所構成，彈性係 數小於2，_ΚΝ/ν之彈性軟質隔震材（粉狀、粒狀、塊狀 或片狀皆可），該彈性軟質隔震材（32)填充至距離地 面（1 0)下方約1 5〜2 0公分， 前述之地表撐材（36)可為一具支撐作用之框架， 前述設置在地表撐材（3 6 )上方之覆蓋層（3 8 ) 結構可與襯底層（3〇)相同，而由地工織物與卵石層構 成。 接下來由第二圖觀之，其係為本發明之較佳實施例之 實施狀態參考圖，其中可以見到一側為高速鐵路之橋墩（ 5 0)，另侧則為需要避震之建築物（6 〇),藉由本發 明之溝渠減振構造的設置，雖然因為橋墩之設置而令地表 振動源被延伸至地面（1 0 )以下數公尺或十餘公尺，但 只要本發明的溝渠減振構造能夠設置適當的深度，即可提 供遠離振動源侧良好之阻隔振動效果。 本發明之設計較原案之施工更簡便，建築成本更低， 且達到之功效絕不遜於原案之設計，其較本案之原案更具 進步性與產業上之利用價值，爰依法具文提出申請。 (請先閱讀背面之注音？事項再填寫本頁) 卜-裝----- --------線·* 57320 A7 Β7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. The description of the invention (the depth is 25 ~ 30 meters, and the space (24) between the two retaining walls (22) is 80 cm wide The depth is 15 ~ 16 meters. The size of the pebble in the pebble layer in the aforementioned substrate layer (30) is preferably less than 4 cm, and the thickness of the pebble layer is preferably 15 cm. (3 2) 'The system has a higher specific gravity than industry, and is composed of rubber or other elastic or viscous polymer materials with an elasticity coefficient of less than 2, _KN / ν. Or sheet-like), the elastic and soft vibration-isolating material (32) is filled to a distance of about 15-20 cm from the ground (10), and the aforementioned ground support material (36) may be a supporting frame, The structure of the cover layer (3 8), which is disposed above the ground support material (36), may be the same as the backing layer (30), and may be composed of a geotextile and a pebble layer. This is a reference diagram of the implementation status of the preferred embodiment of the present invention, in which a It is the bridge pier (50) of the high-speed railway, and the other side is the building (60) that needs to be isolated from the earthquake. With the ditch vibration damping structure of the present invention, the ground vibration source is extended to the ground because of the bridge pier. (10) The following several meters or more than ten meters, but as long as the trench vibration reduction structure of the present invention can be set to an appropriate depth, it can provide a good vibration isolation effect away from the vibration source side. The design of the present invention is more than the original construction It is simpler, the construction cost is lower, and the effect achieved is no less than that of the original design. It is more progressive and industrially valuable than the original design of this case, and it is submitted in accordance with the law. (Please read the note on the back? Please fill in this page for more details.)