44962 9 A7 _B7五、發明說明（< ) 經濟部智慧財產局員工消費合作社印製 著 者 來索增容活去 陸深在了。 材 料將 增 沿 一 深泊在法常下 的的 ，置度 结 材並 或 新 之 水繫正方平鏞 它要網設深 膠 结孔 / 更 別 較動要該的繼 於所柱度的 的 膠鑽 及 或 類 得移需，上地 低到成高要 態 的性 深 固 列 獲或的法岸常 方網形同所 液 化壞 加 加 下 為 / 腊方-正 後孔來不到 為 硬破 於 , 非 。及岸種之能 的了 中在挖。尚 徑了 用 強 於 的更存一加又 牆成其，浚筋於 已行 列 增 匯 深變現議時， 岸形入瞭下綱置 於進 下 或 可 加地深建同通 該下注岸往了設 置袠 從 / 瞭。暗著加要，交。在往料原底置是 設料 將 及。岸牆岸顯地是泊車睹印，材穿原設筋 是構 點 深法的泥將不運的繫火岸明術结貫的褢網 筋结 優 加方法污 Μ ，舵目的和的發技膠並池孔該 網膠 和 於的方，難的船的隻業一本壓將邊水該， 該的。節 用搐之瞭是目商明船作之 ，高下這將在例 ，化中细 於岸明合索之的發礙的型樣用之池著，拖 例硬其他 皭之發組泊隻前本妨機類這使壓水接明霣 施此入其 是溝本 ，、轚船目 ，或重述以 ，高後 ，發的 實在加的 明明建用牆動大擾以斷起上得上在，椿本能 一是料明 說發所應椿移較干所中如深7邊祓後拉依可。另而材發 细本池能板不泊不，不 ，加為瑄，之組另依褢依，结本 詳 水 : 繫且加許動地 地度這一 料 褢瞜 -----„--,1----- ----^---^訂------I-- (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用中圉國家標準（CNS)A4規格（210 X 297公釐） 449629 經濟部智慧財產局員工消費合作社印製 Α7 Β7 五、發明說明（>) 強，加固或更新琨存岸牆之方法的斜述顯現。這個敘述 是專為作為例子所作並不限制本發明。參考數字是屬於 附圖。 依本發明的方法，卽在岸牆1的後方.即在陸地這邊 上，使用高壓噴流形成了 一姐柱7,依當地的環境如缺乏 土埔结構而定。此柱所要達到的深度依種種因素而定。 在第4和5圓裏是Μ參考數字提示了孔的最低高度。第一 次鑽孔是使用或不使用髙壓噴流，垂直或傾斜著進行的 。之後，藉著在高暖之下注人硬化膠結材料（薄漿），即 形成了柱。所謂Μ ”高壓”的壓力是指250至600巴之間的 壓力。硬化之後，柱9,9'即形成了（第3和4圖）。設置於 不同高度的拉椿及/或打椿10確保由互相合併的柱9,9’ 所形成的新岸牆結構的毽定性。當規存岸牆是由閉合， 緊密睛（例如板椿牆）所構成時，這個牆可充當永久模板。 Κ這樣的方式形成了各假柱時.即彼此並排並殿後成一 傾Μ上的擗或横列地出琨了彼此合併的柱9, 9’（第3,4,5 圖）的網，而形成了新岸牆。此柱的直徑與”品質”是依 當地的因素而定。在疸方面，高壓技術可有大伸縮性。 琨存岸牆結構或其部份也可充當新的加深及/或增強 ，加固，更新岸睹结構的元件，而與之結合為一體。的 確是可將這個琨存结構錨定於尚待建造的較深混凝土糖 的0 在浚挖了池底之後，在原高度5與將要達到的高度6 之間，新岸牆的基底有足夠的支持。這個基底的深度將 — 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） . 裝---------訂---------線 (請先閱讀背面之注意事項再填寫本頁) A7 449629 _B7_ 五、發明說明（+ ) Μ 土壤的地質结構和加深岸牆結構所會承受和其尺寸所 據Μ計算的新荷重來決定。 藉著應用本發明的方法，並藉著使用高壓技術，就能 藉著建造柱網來形成甚為多樣的地下結構物而產生巨積 结構物，它的特激是可毫無問題地適應當地的環境的。 _式之簡單說明 第1至5各圖是示意地繪示本發明之方法的接纊步陡。 第1圖繪示習用岸暗，其中參考数字1是指任何形式 的岸瞭如陳述於前文者。參考數字2是指拉椿如那些習 用於種種岸牆結構褢者。 現在的水位是以參考數字3來表示，該水位是大都會 依潮汐而變的，而位於陸地的土體是Μ參考數字4來表 示0 第1至4圖也繪示水池的目前底部高度5。所謂水池， 是指河川，船塢或海，它是不一定會受到潮汐的影響。 在較後步驟裏.即在加深工程完成之後所達到的高度6 是_示於第4和5圖袠。 ------Ί--— I- ' I--I l· J t 訂--------- (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印*'1衣 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐) 449629 A7 _B7五、發明說明（4 ) 經濟部智慧財產局員工消費合作社印製 度 高 之 後 度成 度 位 高完 高 水 底程 低 的 池 Η 最 牆椿在體前深 的 椿 岸拉琨土 目加柱孔柱打 *·'·>_··· *·**♦_··· · ·»··*»>1< · . 4 · · * · * 8 Θ * _ *··_···*_ 明 1234567891 說 之 號 符 .------裝-----— 訂-------- (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用_國國家標準（CNS)A4規格（210 X 297公釐）44962 9 A7 _B7 V. Description of the Invention (<) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. The material will increase along a deep anchorage, set the material and or the new water system is square. It requires a deep cement hole in the net. The rubber drill and or the like have to be transferred, and the low-to-high ground state of the deep-seated or French-french regular square mesh is the same as the liquefied bad. Hard to break, not. And the power of shore species is being dug. When the path was completed, the stronger one was saved, the other one was added, and the wall was made. When the junk bars were already realized in the process of increasing the exchange rate, the bank was placed into the lower platform, or the land could be deepened. Set 袠 Slave /. Secretly add, pay. On the bottom of the original material, the material will be set and will. The bank wall is clearly marked by parking, and the original reinforcement is the structure of the deep point of the mud. The mud will not be transported by the fire. The technique of the stern mesh reinforcement is continually added. Glue the pool hole, the mesh glue, and the square, the difficult ship's job is to press the water side, the right. The convulsions are made by the Mingshangming ship. The high level will be used in the example, and the details of the obstacles that are more detailed than the shores will be used, and the examples will be hardened before the other stunned groups. This machine can make the pressure water connected to the open door, and it is the ditch, the bow, or the restatement. When it is high, it is really disturbed to use a wall to make it break. Now, Tsubaki's instinct is that the material institute should be moved to a dry place, such as the deep 7 side, and pulled back. In addition, the material of the pool can not be parked, no, add, as a group, and the group also converts, and details the water: tie and add this material to the ground -------- -, 1 ----- ---- ^ --- ^ Order ------ I-- (Please read the precautions on the back before filling out this page) This paper's standard applies to the China National Standard ( CNS) A4 specification (210 X 297 mm) 449629 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 B7 V. Description of the invention (>) The oblique description of the method of strengthening, strengthening or updating the banked wall appears. This statement It is made as an example and does not limit the present invention. The reference numerals belong to the accompanying drawings. According to the method of the present invention, it is located behind the bank wall 1. That is, on the land side, a high-pressure jet is used to form a sister column 7, It depends on the local environment, such as the lack of earthen structure. The depth to be reached by this column depends on various factors. In the 4th and 5th circles, the reference numeral M indicates the minimum height of the hole. The first hole is used or It is carried out vertically or obliquely without the use of pressure jets. Afterwards, by injecting hardened cementitious material (thin slurry) under high temperature, it is formed. The so-called "high pressure" pressure refers to a pressure between 250 and 600 bar. After hardening, the columns 9, 9 'are formed (Figures 3 and 4). Pulling and / or hitting at different heights 10 ensures the characterization of the new bank wall structure formed by the merged columns 9, 9 '. When the bank wall is composed of closed, tight eyes (such as a banyan wall), this wall can serve as a permanent formwork. When the false pillars are formed in such a way, that is, side by side with each other and the back of the temple is formed into a ridge or a net of columns 9, 9 '(Figures 3, 4, 5) merged with each other, and form The new bank wall. The diameter and "quality" of this column are determined by local factors. In terms of jaundice, high-pressure technology can have great flexibility. 琨 The bank wall structure or its part can also serve as a new deepening and / Or strengthen, reinforce, and renew the elements of the shore structure, and integrate them into one. It is true that this stored structure can be anchored to the deep concrete sugar to be constructed. 0 After the bottom of the pool is dug, the original height Between 5 and the height to be reached 6, the foundation of the new bank wall has sufficient support. The depth of this foundation Will — This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm). Packing --------- Order --------- line (Please read the note on the back first Please fill in this page again) A7 449629 _B7_ 5. Description of the invention (+) The geological structure of the soil and the new load calculated by the deepening of the shore wall structure and its size are determined. By applying the method of the present invention, And through the use of high-pressure technology, it is possible to form a very diverse underground structure by constructing a column network to produce a giant structure. Its special excitability can be adapted to the local environment without any problems. Each of the first to fifth figures is a schematic view illustrating the steep steps of the method of the present invention. Figure 1 shows the conventional shore dark, where the reference number 1 refers to any form of shore as stated in the foregoing. The reference number 2 refers to those who are used to dig shore structures. The current water level is represented by the reference number 3. The water level changes in the metropolis depending on the tide. The soil on the land is the reference number 4 to indicate 0. Figures 1 to 4 also show the current bottom height of the pool. 5 . The so-called pool refers to rivers, docks or the sea, and it is not necessarily affected by the tide. In a later step, the height 6 reached after the completion of the deepening project is shown in Figures 4 and 5. ------ Ί --— I- 'I--I l · J t Order --------- (Please read the notes on the back before filling out this page) Employees of the Intellectual Property Bureau of the Ministry of Economic Affairs Consumption cooperative seal * '1 The size of the paper is applicable to the Chinese National Standard (CNS) A4 specification (210 X 297 mm) 449629 A7 _B7 V. Description of the invention (4) The employee cooperative cooperative seal system of the Intellectual Property Bureau of the Ministry of Economic Affairs Pond with high degrees of completion, high water, and low water bottom, the most walled chun is deep in front of the body, and the shore is drawn. The soil is added with a column and a hole. * · '· ≫ _ ··· * · ** ♦ _ ···· ···· * »> 1 < ·. 4 · · * * 8 8 Θ * _ * ·· _ ··· * _ Ming 1234567891 The symbol of the name. -— Order -------- (Please read the notes on the back before filling out this page) This paper size is applicable _ National Standard (CNS) A4 (210 X 297 mm)