第3 3圖係說明第2 0實施形態之擋土牆（土木構築犓甩施 工石）構造之縱剖視圖。 元件編號之說明 煩請委員明示^年ίχ^7<Γ1曰所提之 修.正冰有無變更實贺内容是否准予修正0. 經濟部智慧財產局員工消費合作社印製 1 2 3 4 4a 4b 4 c 5 6 7 7 a 7b 10 11 12 13 14 15 16 17 21 土木構築物用施工石 自然石 安裝孔 棒狀構件 基端部 前端部 環部 黏著劑 陽螺紋 墊Η 墊片板面 孔 護岸 河川 充填填石 土砂等 符號 捲曲部 捲曲部之孔 支持樁 線材 (請先閱讀背面之注意事項再填寫本頁) 1(¾^--------訂-------_ ·線 Μ氏張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -36 - 修正頁 五、發明説明（1) A7 B7. 經濟部智慧財產局員工消費合作社印製 發 明 之 詳 细 說 明 發 明 所 屬 技 術 領 域 本 發 明 係 有 關 於 土 木 構 築 物 用 施 工 石 土 木 構 築 物 用 施 工 石 之 製 造 方 法 土 木 構 築 物 用 施 工 石 之 使 用 方 法 土 木 構 築 物 用 施 工 石 單 元 及 土 木 構 築 物 〇 先 前 技 術 就 先 前 護 L±J 厗 、 擋 土 牆 等 土 木 構 築 物 施 工 方 法 而 有 石 材 空 隙 工 法 0 此 空 隙 工 法 由 於 係 石 工 將 一 個 個 石 頭 堆 積 * 填 石 並 將 碎 石 填 入 束 緊 部 而 堆 疊 之 方 法 > 故 可 藉 由 此 種 堆 叠 9 構 築 護 r > r 厗 擋 土 牆 等 土 木 構 築 物 〇 發 明 所 欲 解 決 之 問 題 惟 在 使 用 上 述 空 隙 工 法 情 肜 下 9 由 於 此 X 法 係 一 個 個 堆 積 石 材 r 填 石 ) 並 將 碎 石 填 入 束 緊 部 而 堆 叠 之 方 法 > 故 有 填 石 等 外 露 時 9 堆 叠 石 材 Μ 其 為 起 點 朋 落 之 虞 0 因 此 9 使 用 此 種 空 隙 工 法 不 僅 無 法 構 築 m 定 強 固 的 土 木 構 築 物 9 且 在 施 工 中 t 須 一 面 堆 疊 石 材 1 一 面 十 分 留 意 > 俾 已 堆 盤 之 石 材 不 致 於 崩 落 〇 本 發 明 係 酌 星 以 上 情 肜 而 提 供 者 S 其 巨 的 在 於 使 石 材 堆 叠 施 工 容 易 9 即 使 進 行 此 種 石 材 堆 蠱 施 工 > 亦 可 構 築 m 定 % 強 固 的 土 木 構 築 物 Ο 用 Μ 解 決 問 題 之 手 段 為 達 成 上 述 百 的 y 申 請 専 利 範 園 第 1項之發明1 % \ 寺戡在 於 伸 延 構 件 -. 體 化 於 石 材 而 i 此 石 材 伸 延 t 並 於 此 伸 延 構 件 前 端 部 設 有 摩 擦 力 增 大 裝 置 以 增 大 摩 擦 力 之 土 木 構 築 物 本紙張尺度適用中國國家標準（CMS ) A4規格（2丨OX 297公釐） -4 - I--->—1©!—裝— (請先閲讀背面之注意事項再填寫本頁) 訂 線 408205 A7 B7 經濟部智慧財產局員工消费合作社印製 五、發明説明（ 2 ) 用 施 工 石 構 成 0 又 9 串 請 專 利 範 圍 第 1項之發明之較佳態樣係 如申請專 利 範 圍 第 2、 - 7項 * 申 請 專 利 範 圍 第 27 30項所載而構成者。 為 達 到 上 述 巨 的 > 申 請 專 利 範 圍 第 8項之發明 係土木構 築 物 用 施 工 石 捣 構 成 9 其 特 徵 在 於 9 伸 延 構 件 一 體 化 於 石 材 而 自 此 石 材 伸 延； 前 述 伸 延 構 件 成 線 圏 狀 > 1 前 述 伸 延 構 件 之 線 圈 狀 用 來 作 為 增 大 摩擦力. 之摩擦力增 大 裝 置 〇 為 達 成 上 述 百 的 申 請 專 利 範 圍 第 9項之發明 係土木構 築 物 用 施 工 石 構 成 其 特 徵 在 於 伸 延 構 件 一 體 化 於 石 材 而 由 此 石 材 延 伸； 前 述 伸 延 構 件 為 帶 狀 片 體 ,1 m 逑 片 體 之 帶 狀 形 狀 用 來 作 為 增 大 摩 擦力之 摩擦力增大 裝 置 前 述 帶 狀 片 體 可 沿 伸 延 方 尚 調 整 長 度 〇 為 達 成 上 述 百 的 t 甲 請 專 利 範 圍 第 1 0項之發 明係土木構 築 物 用 施 工 石 进 傅 成 9 其 特 激 在 於 伸 延 構 件 一 體 化 於 石 材 而 白 此 石 材 伸 延； 前 述 伸 延 構 件 為 環 狀 帶 材 4 * 前 述 環 狀 帶 材 之 環 狀 及 帶 狀 形 狀 用 來 作為增 大摩擦力之 摩 擦 力 增 大 装 置 0 又 ， 甲 請 專 利 範 圍 第 8' ί 0項之發明. 之較佳態樣係如申 請 專 利 範 圍 第 21 1〜 30項 所 載 者 ΰ 本紙張尺度適用中國國家標準（CNS ) A4規格（210X2M公釐） -5 - A7 B7 408205 五、發明説明（3 ) 為達成上述目的，申請專利範圍第〗1項之發明係土木構 築物用施工石構成，其特徽在於， (請先閱讀背面之注意事項再填寫本頁) 伸延構件一體化於石材而自此石材伸延； 於前述伸延構件前端部設有連结力件。 又，申請專利範圍第11項之發明之較佳態樣係如申請專 利範圍第12、13項Μ及申請專利範圍第27〜30項所載者。 為達成上述目的*申請專利範園第14項之發明係土木構 築物用施工石單元之構成，其特徵在於， 伸延構件一體化於石材而自此石材伸延，於此伸延構件 前端部設有連结元件之土木構築勸用施工石設有複數個； 前述各土木構築物用施工石之伸延構件前端部分別連结 於充填填科之籠體。 又I申請專利範圍第14項之發明之較佳態樣係如申請專 利範圍第15、16項以及申請專利範圍第27〜30項所載者。 為達成上述目的，申請專利範圍第17項之發明係土木構 築物用施工石之製造方法，其特徵在於， 於石上彤成孔； 經濟部智慧財產局員工消費合作社印製 其次|將黏著劑注入前述孔中； 再其次，將設有摩擦力增大裝置之棒狀構件之一端部插 入前述孔中。 又，申請專利範圍第1 7項之發明之較佳態樣係如申請專 利範圍第27〜30項所載者。 為達成上述目的*申請專利範圍第18項之發明係土木構 築物用施工石使用方法之構成|其特徴在於，伸延構件一 本紙張尺度適用中國國家標準（CNS ) Α4規格（210Χ297公釐) ~Γ 408205 A7 B7 五、發明説明（4 ) 體化於石材而自該石材伸延，使用複數個於此伸延構件前 端部設有摩擦力增大裝置Μ增大摩擦力之土木構築物用施 工石，堆叠各該石材，並大致平行配置各該伸延構件； 每於前述各土木構築物用施工石配設之際，以填料埋設 各該土木構築物用施工石之伸延構件及摩擦力增大裝置。 又，申請專利範圍第18項之發明之較佳態樣係如申請專 利範圍第19〜21項以及申請專利範圍第27〜30項所載者。 為達成上述目的，申請專利範圍第22項之發明係土木構 築物用施工石使用方法之構成，其特徵在於，準備在一體 化於石材而自此石材伸延之伸延構件前端部設有連結元件 之土木構築物用施工石，Μ及具備支持台而藉該支持台立 起之網狀體； 首先藉前述支持台載置於施工位置立超前述網狀體ί 其次，於前述網狀體前側依序堆曼前述土木構築物用腌 工石之石材，並大致平行配置各該土木構築物用胞工石之 各伸延構件，經由前述連结元件連结各該伸延構件前端部 於前述網狀體。 又，申請專利範圍第22項之發明之較佳態樣係如申請專 利範画第27〜30項所載者。 為達成上逑目的，申謫專利範圃第23項之發明係土木構 築物之構成，其特徵在於，堆叠複数個土木構築物施工石 ，其於一體化於石材而伸延自此石材之伸延構件前端部設 有熠大摩擦力之摩擦力增大裝置，堆®各該石材，並大致 平行配置各該伸延構件； 本紙張尺度通用中國國家棣準（CNS ) Α4規格（210X29?公釐） —---J--I裝-- C (請先閲讀背面之注意事項再填寫本頁) 訂 線 經濟部智慧財產局員工消費合作社印製 7 408205 A7 經濟部智慧財產局員工消費合作社印製 B7五、發明説明（5) 前述各伸延構件及前述各摩擦力増大裝置埋設於裏填材 料中。 又（申請專利範圍第2 3項之發明之較佳態樣係如申請專 利範圍第24、申請專利範圍第27〜30項所載者。 為達成上述目的，申請專利範圍第2 5項之發明係土木構 築栩構成*其特徵在於， 伸延構件自堆疊石材大致平行伸延，各該伸延構件以線 材連结； 於前述各伸延構件前端部設有增大摩擦力之摩擦力增大 裝置； 前述各伸延構件及前述各摩擦力增大裝置埋設於裏填材 料中。 為達成上述目的，申請專利範圍第26項之發明係土木構 築物構成，其特徵在於， 伸延構件自堆疊石材大致平行伸延； 前述各伸延構件前端部分別經由連結元件連结於共通網 狀體； 前述各伸延構件及前述網狀體埋設於裏填材料中。 又，申請專利範圍第25、26項之發明之較佳態樣係如申 請專利範園第27〜30項所載者。 發明效果 根據申請專利範圍第1項所載發明，由於此土木構築物 用施工石係伸延構件一體化於石材而自此石材伸延，於此 伸延構件前端部設有增大摩擦力之摩擦力增大裝置者*故 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） " -8 - (請先閱讀背面之注意事項再填寫本頁) ο 裝. '?τ 線 408205 A7 B7 五、發明説明（6 ) (請先闊讀背面之注意事項再填寫本頁) 若堆#此土木構築物用施工石之石材，依序以碎石、土砂 等裏填材埋設自各石材伸延之伸延構件及摩檫力增大裝置 ，即可藉此褢填材料的重量，承受此重量之伸延構件及摩 檫力增大裝置之摩擦力極強固地處於土木構築物用施工石 之保持狀態（移動限制）。因此，易於進行石材堆疊施工1 即使進行此種石材堆疊施工*亦可構築穩定強固之土木構 築物。. 根據申請專利範圍第2項所載發明，由於摩擦力增大装 置為板狀構件，板狀構件配置成其板面朝向前述伸延構件 之伸延方向，故板狀構件可對褢填材料構成極大阻抗*提 高板狀構件對裏填材料之摩擦力。因此，可具體且有效獲 得上述申請專利範圍第1項之作用效果。 經濟部智慧財產局員工消費合作社印製 _根據申請專利範圍第3項所載發明，由於伸延構件為棒 狀構件*至少於棒狀構件的前端領域形成螺紋部，板狀構 件與螺紋部螺合，故不但可簡單地將板狀構件安裝於棒狀 構件，且可藉由旋轉板狀構件沿棒狀構件上移位，簡單將 板狀構件位置設定成自摩擦力增大、作業性各種観點上最. 適當的位置。 根據申請專利範圍第4項所載發明，由於伸延構件為棒 狀構件，板狀構件可保持相對於棒狀構件移位，於棒狀構 件前端部，在前述板狀構件之外的前述棒狀構件前端側， 形成限制板狀構件移位的捲曲部*故不僅可利用捲曲部來 作為板狀構件的限制裝置，確保板狀構件的摩擦力增大機 能，且可經由此捲曲部的孔將支持樁打入此土木構築物用 9 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） 408205 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（ 7 ) 施 工 石 下 方 側 的 裏 填 材 料 中（支持樁成貫通捲曲部β 孔 』的 狀 態 ) 使此土木構築物用施工石相對ΪΓ t裏填材料的 _ 1擦 力 變 得 極 大 * 確 實 防 止 此 土木構築物 用 施工石防落 0 根 據 申 請 專 利 範 圍 第 5項所載之發明， 由於伸延構件為 棒 狀 構 件 ♦ 摩 擦 力 增 大 裝 置為棒狀構 件 前端部所胲 成 之捲 曲 部 > 故 棒 狀 構 件 的 其 他 部份可嵌捲 曲 部的複雜形 狀 增大 摩 擦 力 ， 甚 而 9 支 持 樁 可 經由此捲曲 部 的孔打入此 土 木構 築 物 用 施 X 石 下 方 側 的 裏 填材料中（支持樁成貫通捲曲部' 的 孔 的 狀 態 ) 使此土木構築物用施工石相對於裏填长 r料 的 摩 擦 力 變 得 極 大 0 因 而 ，於此情形 下 ，可確實防 止 此土 木 構 築 勸 用 施 X 石 滑 落 〇 根 據 申 請 專 利 範 圍 第 6項所載發明J 由於摩擦力.增大裝 置 係 設 於 伸 延 構 件 前 端 部 之石材*故 可 依石材重量 及 不規 則 形 狀 增 大 相 對 於 土 砂 等 (裏填材料） 之 摩擦力*確 實 防止 伸 延 構 件 基 端 部 中 石 材 的 滑落。 根 據 申 請 專 利 範 圍 第 7項所載之發明 由於摩擦力增大 裝 置 係 設 於 伸 延 構 件 前 端 部之混凝土 塊 ，故可將伸 延 構件 壓 入 未 -rm 化 之 混 凝 土 塊 > 等待混凝土 塊 硬化予Μ利 用 ，達 到 固 定 化 的 簡 化 〇 復 且 I 由 於 使 用 混 凝 土 塊，故可簡 單 作成摩擦力 增 大、 作 業 性 等 観 點 上 所 需 要 的 形狀。 根 據 甲 請 專 利 範 圍 第 8項所載發明 ，由於伸延構件- 一體 化 於 石 材 而 e 此 石 材 伸 延 >伸延構件 成 線圈狀，伸 延 構件 之 線 圏 形 狀 作 為 增 大 摩 檫 力之摩檫力 增 大裝置 > 故 可 依三 私紙張尺度適用中國國家標準（CNS ) A4規格（210 X 297公釐） 1 Λ 請 先 閩 背 之 注 意 事 項 再 ▲ 寫 本 頁 A7 408205 B7 五、發明説明（8) 次元形狀的伸延構件的線圈形狀，有效增大相對於土砂等 (裏填材料）的摩擦力，較確實防止伸延構件基端部中石材 的滑落。 根據申請專利範圍第9項之發明，由於伸延構件一體化 於石材而自此石材伸延，伸延構件作成帶狀片體，片體之 帶狀彤狀用來作為增大摩擦力之摩擦力增大裝置，帶狀片 體可調整伸延方向的長度，故不僅可藉片體之帶狀形狀獲 得摩擦力，亦可隨適當構築的土木構築物，根據此片體長 度的調整，調整摩擦力之增大程度。 根據申請專利範圍第1 〇項所載發明*由於伸延構件一體 化於石材而伸延自此石材，伸延構件為環狀帶材，環狀帶 材之環狀及帶狀彩狀用來作為增大摩擦力增大裝置*故施 工時，可藉由裏填衬料填入環狀帶材中，顯著提高相對於 裏填材料之摩擦力*確實防止此土木構築物用施工石滑落。 根據申請專利範圍第11項所載發明*由於伸延構件一體 化於石材而自此石材伸延，於此伸延構件前端部設有連結 元件，故可堆叠此土木構築物用施工石之石材* Μ連結元 件簡單地將伸延自各石材之伸延構件前端部連结於固定物 ，依據碎石、土砂等裏填材料的重量，不僅藉摩擦力，且 藉伸延構件與固定物的連结關係，極強固地處於土木構築 物用胞工石之保持狀態（移動限制）。因此，容易進行石材 堆曼施工，即使進行此種石材堆鲞施工•亦可構築穩定、 強固的土木構築物。 根據申請專利範圍第〗2項所載發明，由於伸延構件前端 本紙張尺度適用中國國家^__(_CNS ) Α4規格（210X297公釐) -~Π~~ (請先閱讀背面之注意事項再填寫本頁) .裝. 訂 經濟部智慧財產局員Η消費合作社印製 A7 B7 五、發明説明（9 ) 部經由連結元件連结於網狀體，故不但可利用網狀體為摩 擦力增大装置，亦簡單利用此網狀體之網目構造，將伸延 構件前端部（連结元件）連結於網狀體，並可共用網狀體作 為相對於其他伸延構件（其他土木構築物用施工石）之共通 摩擦力增大裝置。 根據申請專利範圍第13項所載發明，由於網狀體中具備 立起此網狀體之支持台，故不僅可利用支持台的重量進一 步增大摩擦力，亦可於施工位置藉支持台使網狀體成立起 狀態，簡單進行伸延構件之連结作業、連结位置調整作業 等。 根據申請專利範圍第14項所載發明，由於各土木構築籾 用施工石之伸延構件前端部經由連結元件分別連结於充填 材料之籠體，故可一面確保各土木構築物用腌工石對籠體 連結之容易性，一面利用充填填料之籠體作為有效的摩擦 力增大装置（重量闺定物可極強固處於各土木構築物用 施工石之保持狀態（移動限制）。 根據申請專利範圍第15項所載發明，由於各伸延構件前. 端部自籠體表面側向內部伸延而分別連结於此籠體底面側 ，各土木構築物用施工石之石材覆蓋此籠體之表面，故可 強固保持各土木構築物用施工石與籠體成一體，簡單地使 籠體與各土木構築物用施工石成為一體單元。因而，可提 高處理性，增進石材堆曼作業性。 根據申請專利範圍第16項所載發明*甶於各伸延構件前 端部分別連結於籠體之蓋體，各土木構築物用施工石之石 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐 > 二~Γ2~Γ (請先閱讀背面之注意事項再填寫本頁) -裝· 、?τ 經濟部智慧財產局員工消費合作社印製 408205 A7 B7 五、發明説明（！ 〇) (請先閱讀背面之注意事項再填寫本頁) 材覆蓋籠體之蓋體，故當然可藉由蓋體連结於籠體本體， 形成各土木構築物用施工石與籠體之一體化單元，提高處 理性*至於其他作業順序，則在設定空的籠體本體後將填 科充填於籠體本體内，此後亦可將具備土木構築勘用施工 石之蓋體連結於籠體本體，可於石材堆疊作業（施工）中， 盡量避免操作重物。 根據申請專利範圍第17項所載發明*由於在石上形成孔 ，其次將黏著劑注入前述孔中，再其次將設有摩擦力增大 裝置之棒狀構件一端部***前述孔中，故即使在作業環境 惡劣，須使用甚多污垢之石材之施工現場，藉石上的孔確 保無污垢之黏著面，並確實確保定量黏著劑，甚而，即使 在黏著劑硬化前，亦可根據石上之孔之保持機能.，暫時保 持棒狀構件於石上。因此，可簡單製造此土木構築物用拖 工石。 經濟部智慧財產局員工消費合作社印製 根據申請專利範圍第18項所載發明*由於設有複數個土 木構築物用施工石，其在一體化於石材而自此石材伸延之 伸延構件前端部設有用來增大摩擦力之摩擦力增大裝置， 堆疊各該石材，並大致平行配置各該伸延構件，每於各土 木構築物用施工石配設之際，Μ褢填材料埋設各該土木構 築物用施工石之伸延構件及摩擦力增大裝置，故使用複數 個如申請專利範圍第1項之土木構築物用施工石，即可藉 由裏填材料之重量、承受此重量之伸延構件與摩檫力增大 裝置所產生的摩擦力，強固地處於各土木構築物用施工石 之保持狀態（移動限制）。因此，於土木構築物施工中，可 本紙張尺度適用中國國家標隼（CNS ) Α4规格（210X297公釐） _ f ς _ 408205 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明説明（lj ) 易於進行石材堆眷施工*即使進行此種石材堆曼施工，亦 可構築穩定、強固的土木構築物。 根據申請專利範圍第1 9項所載發明，由於伸延構件為棒 狀構件，摩擦力增大装置為棒狀構件前端部所形成之捲曲 部，每於各土木搆築物用施工石配設之際*支持樁經由前 述捲曲部之孔對各該土木構築物用施工石下側的裏填材料 打入，故不僅可根據捲曲部的複雜彤狀增大摩擦力，亦可 因經由此捲曲部的孔打入的支持樁*使各該土木構築物用 施工石相對於裏填材料的摩擦力變得極大，強固地處於各 土木構築物用施工石之保持狀態（移動限制）。 根據申請專利範園第20項所載發明，由於各土木構築物 用施工石配設之際，線材依序通過各該土木構築物用施工 石中各棒狀構件之各捲曲部之孔，使各該棒狀構件一體化 ，故可強固地處於各土木構築物用施工石之保持狀態（移 動限制），於土木構築物施工中，可易於進行石材堆疊施 工，即使進行此種石材堆疊施工*亦可構築穩定、強固的 土木構築物。 根據申請專利範圍第21項所載發明，由於各土木構築物 用胞工石配設之際，依序用線材連結前述各棒狀構件於其 前端部外之基端部側，故可較強固保持各土木構築物用陁 工石之配置關係（一體化），構築極強固的配置關係（一體 化）。 根據申請專利範圍第22項所載發明，由於首先藉由支持 台載置於施工位置立起網狀體，其次依序將土木構築物用 本紙浪尺度適用中國國家標準（CNS ) A4規格（2〖0X297公釐） _ 1 4 - (請先閲讀背面之注意事項再填寫本頁) '裝1 訂 >線 經濟部智慧財產局員工消費合作社印製 本紙張尺度適用中國國家標準（CNS ) Α4規格（21〇Χ297公釐} 408205 A7 B7 五、發明説明（j.2) 施工石堆叠於網狀體前側，並大致平行配置各該土木構築 物用施工石之各伸延構件，經由連结元件，將各該伸延構 件前端部連結於網狀體，故可達成用來作為摩擦力增大裝 置之網狀體之共用化，零件數之低減*使各伸延構件前端 .部對摩擦力增大裝置之連結、連結調整作業容易化，增進 石材堆疊作業。 根據申請專利範圍第23項所載發明，由於堆疊複個土木 構築物用施工石，其於一體化於石材而自此石材伸延之伸 延構件前端部設有增大摩擦力之摩擦力增大裝置，堆疊各 該石材，並大致平行配置各該伸延構件，各伸延構件及各 摩擦力増大裝置埋設於裏填材料中，故如前述申請專利範 圍第1項所述，可增大各伸延構件及各摩擦力増大裝置相 對於裏填材料的摩擦力，於施工中，可易於進行石材堆疊 施工*即使進行此種石材堆疊施工，亦可提供穩定、強固 的土木構築物。 根據申請專利範圍第2 4項所載發明》由於伸延構件為棒 ί 狀構件，摩擦力增大裝置由棒狀構件前端部所形成之捲曲^ 部Μ及成貫通該捲曲部所形成的孔狀態的支捋樁所構成* 故可根據此等要素，使該土木構築物用施工石相對於褢填 材料的摩擦力變得極大，可具體且有效達到上述申請專利 範圍第23項的作用效果。 根據申請專利範圍第25項所載發明，由於伸延構件自堆 叠之石材大致平行伸延，且各伸延構件Μ線材連結*於各 伸延構件前端部設有增大摩擦力之摩擦力增大裝置，各伸 -15 - -----：--17^—裝------訂-----―-1'線 Ο (請先閱讀背面之注意事項再填寫本頁) 408205 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明説明（ 13) 延 構 件 及 刖 述 各 摩 擦 力 增 大 裝 置 埋 設 於 裏 填 材 科 中 t 故 不 僅 可 增 大 各 伸 延 構 件 及 各 m .擦 力 增 大 裝 置 相 對 於 裏 填 材 料 之 摩 擦 力 9 且 可 使 各 伸 延 構 件 (各土木構築物月 3施工石） —' 體 化 9 進 一 步 提 高 前 述 串 請 專 利 範 圍 第 23 項 的 作 用 效 果 0 根 據 甲 請 專 利 範 圍 第 26項 所 載 發 明 * 由 於 伸 延 構 件 自 堆 疊 之 石 材 大 致 平 行 伸 延 ， 各 伸 延 構 件 前 端 部 經 由 連 结 元 件 分 別 連 結 於 共 通 網 狀 am 體 各 伸 延 構 件 及 前 述 網 狀 體 埋 設 於 裏 填 材 料 中 f 故 除 了 產 生 與 前 述 請 專 利 範 圍 第 2 3項 相 同 的 作 用 效 果 外 5 復 可 藉 由 作 為 摩 擦 力 增 大 裝 置 的 網 狀 體 的 共 用 化 達 到 使 用 零 件 數 的 低 減 並 使 各 伸 延 構 件 對 網 狀 體 的 連 结 連 結 調 蝥 作 業 變 得 容 易 提 供 堆 疊 作 業 增 進 的 土 木 構 m 物 0 根 據 申 請 專 利 範 圍 第 27項 所 載 發 明 由 於 備 有 複 數 石 材 ? 故 可 減 少 堆 蠱 作 業 次 數 達 到 施 工 迅 速 化 並 可 達 到 水 平 方 U 定 位 作 業 的 容 易 化 〇 根 據 申 請 專 利 範 圍 第 28項 所 載 發 明 由 於 相 對 於 石 材 y 伸 延 構 件 備 有 複 數 個 且 摩 擦 力 增 大 裝 置 分 別 設 於 各 伸 延. 稱 件 上 * 故 可 更 增 大 該 土 木 構 築 物 用 施 工 石 之 摩 擦 力 r 進 —· 步 提 高 胞 工 性 t 並 可 構 築 m 定 強 固 的 土 木 構 築 物 ， 亦 可 進 —， 步 應 付 大 型 石 材 加 工 〇 根 據 申 請 專 利 範 圃 第 2 9項 所 載 發 明 9 由 於 伸 延 構 件 之 基 端 部 Μ 連 结 元 件 可 搐 動 且 可 更 換 地 對 石 材 連 結 故 於 施 X 之 際 t 不 限 於 各 伸 延 構 件 平 行 配 置 情 形 9 可 使 伸 延 構 件 相 對 於 石 材 g 由 搖 動 達 到 所 需 配 置 狀 態 » 並 易 於 更 換 所 需 伸 本紙張尺度適用中國國家標準（CNS ) A4規格.（210X297公釐） 408205 A7 B7 五、發明詳明（丨4) 延構件，易於進行摩擦力增大調雙、配置調整等。 (請先鬩讀背面之注意事項再填寫本頁) 根據申請專利範圍第30項之發明，由於石材為人造石， 故可廉價且大量生產與自然石相似之石材，可充分配合該 土木構築物用施工石、該土木構築物用施工石單元之生產。 Μ下根據圖式就本發明實施彩態加K說明。 第1至6圖係顯示第1實施形態者，於此等1實施形態中， 如第1匾所示，揭示使用多數土木構築物用施工石1為土木 構築物之護岸1 0 (例如河川護岸）施工内容。 首先說明土木構築物用施工石1。 經濟部智慧財產局員工消費合作社印製 各土木構築物用施工石1如第2、3圖所示具備就石材而 言可作為其主體之單一自然石2。此自然石2使用卵石、碎 石等•其大小最好按施工護岸（土木構築物）適當決定，直 徑使用100〜500ιβιπ(毫升）程度者。又，自然石2亦按土木 構築物用施工石1的製造場所適當決定，於土木構築物用 施工石製造場所為工廠時，使用可施工而存在於現場的自 然石，可進行此施工而適合於現場之自然石，任意自然石 ，於土木構築物用施工石製造場所為施工琨場時，通常使' 用自然存在於此胞工現場之自然石。無論如何，於胞工現 場製造土木構築物用施工石1情形中，不存在有適於此施 工現場之自然石時*將適於此施工現場之自然石2運人此 施工現場。 於本莨施形態中，一安裝孔3(參照第4圖）形成於此種自 然石2。安裝孔3於可作為自然裏面側之部位•使用鑽頭等 加工具來形成，此安裝孔3未貫通至自然石2之表面側。 本紙張尺度適用中國國家標準（CNS ) Α4規格（2! 0 X 297公釐） -17- 408205 A7 B7 五、發明説明（i 5) 如第2、3圖所示，於本寅施形態中，直線形棒狀構件4 一體化於前述自然石2上K作為繫緊構件（伸延構件）。使 用較長尺寸者（例如0.5〜1.5ιπ(米）程度者）來作為此棒狀 構件4，至於其材質，考慮到強度、腐蝕等|適當選擇鐵 製、不綉鋼製、合成樹脂製等種種素衬，具體而言，使用 管子、鋼筋、鐵棒、鐵線、不銹鋼管（棒）。此棒狀構件4 之基端部（第3圖中左端部4a***前述自然石 >之安裝孔3 中，經由黏著劑5(參照第5圖）粘著於自然石2上*此棒狀 構件4之前端側（第3圖中右端部）自自然石2遠離伸延。於 此棒狀構件4之前端部（第3圖中右端部）4b外周上形成螺紋 之陽螺紋6，於本實施形態中，此陽螺紋6沿棒狀構件4之 伸延方向確保一定長度。 如第2、3圖所示，於前述樟狀構件4上設有墊K7(板狀 構件）以作為摩擦 增大裝置。於本實施彤態中，此墊片 形成具有較大板面7a之矩彤板體，於其中心部形成孔7b， 並於其孔7b内周面形成陰螺紋（圖示省略此墊H7之陰 螺紋與棒狀構件4之陽螺紋6螺合，此墊片7可藉由其板面· 7a朝棒狀構件4之延長方向（對向自然石2之方向）旋轉*朝 該棒狀構件4之延長方向移位作動。 此種土木構築物用施工石1如次製造。 苜先，如第4圖所示，使用鑽頭等加工工具形成安裝孔3 於自然石。擴大對可安裝棒狀構件4不致於沾污的黏著面 積並強固棒狀構件4與自然石2的一體化，俾在黏著劑5硬 化前暫時保持棒狀構件4。 本紙張尺度適用中國國家標举（CNS ) A4规格（2丨0 X 297公釐） (請先閱讀背面之注意事項再填寫本頁) 裝· '-IT· 經濟部智慧財產局員工消費合作社印製 18 408205 A7 B7 五、發明説明（ 於此情形下，自作業性觀點看來，自然石2的裏面側向 上，於比自然石2裏面側中央部進行安裝孔3的加工。 (請先閱讀背面之注意事項再填寫本頁) 其次，如第5圖所示，使前述安装孔3向上，將黏著劑5 注人此安裝孔3内。於爾後工序中，可確實黏著棒狀構件4 與自然石2，俾確保定量黏著劑5於安裝孔3内。 其次，如第6圖所示，將棒狀構件4之基端部4a插人前述 自然石2之安装孔3肉。自然石2與棒狀構件4之基端部4a經 由安裝孔3内之黏著劑5黏著，俾二者一體化。當然，於此 情形下，棒狀構件4之***於黏著劑5硬化前進行。 此時，在使用管子作為棒狀構件4情形下，隨著此管子 ***，自然石2之安裝孔3內之黏著劑5亦進入此管子内， 不僅可防止黏著劑5自安裝孔3內溢出，亦可增加管子與黏 著劑5之黏著面積 > 使自然石2與管子的一體化更強固。 至於墊片7，如第6圖所示，可在棒狀構件4安裝於自然 石2之前螺合於此榛狀構件4之前端部（陽螺紋6)4b，亦可 在棒狀構件4安裝於自然石2之後，螺合於棒狀構件4之前 端部4b。 經濟部智慧財產局員工消費合作社印製 此後，等待黏著劑5硬化，即可獲得自然石2與棒狀構件 4一體化的土木構築物用施工石1。 其次就上述土木構築物用施工石1之使用方法（護岸10之 施工方法）及藉此使用方法施工之護岸10加以說明。 於護岸10施工中，多數土木構築物用施工石於沿著琨狀 下岸邊的各施工位置•藉起重機等·起重裝置*經由輸送裝 置（圆示省略）運送。 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） -1 9 - 408205 A7 B7 五、發明詳明（I?) (請先閲讀背面之注意事項再填寫本頁) 此時由於土木構築物用施工石1之棒狀構件4的尺寸較長 ，故易於捆紮多數土木構築物用施工石1，隨之，易於處 理、搬送。 ' 多數土木構築物用施工石1若搬送至施工位置，此土木 構築物用施工石1即如第1圖所示令自然石2面向河川11側 ，沿此岸坡度*或保持必需坡度，充填填石1 2等，依序堆 畳。 經濟部智慧財產局員工消費合作社印製 於此情形下，各土木構築物用施工石大致平坦的載 置安定面向下*依序堆疊，同時，各土木構築物用施工石 1之棒狀構件3保持大致水平狀態《分別遠離河川11側伸延 ，並且在各堆疊之際，用來作為褢填材料的碎石、土砂（ 下稱土砂等）堆積在此時成為最上段的棒狀構件3及墊片7 上至該自然石2的高度而形成平坦面。藉此確保可堆疊的 次一 土木構築物用施工石棒狀構件3等）的安定載置面， 實現土木構築物用施工石1堆疊作業的圓滑化，並可藉由 棒狀構件3與其上下土砂等13的摩擦力，Μ及相對於土砂 13等，自墊片板面％朝河川側的極大移動阻抗（摩檫力）， 提高此棒狀構件3所保持狀態，防止自然石2( 土木構築物 用施工石1)滑落（移動）。 又，於此情形下*於預期水平衡部等，土砂吸出倩形下 ，會發生碎石堵塞。 特別是在上述施工中，就進一步防止自然石2滑落觀點 看來，由於土砂等13填入棒狀構件3及墊片7上之際，由於 Μ壓輥等自外部施加壓力（轉壓），故土砂等13的密度增高 本纸張尺度適用中國國家榇準（CNS ) Α4規格（210X297公釐） -20 - 408205 A7 經濟部智慧財產局員工消費合作杜印製 B7 五、發明説明（i8) ，土砂等1 3 v棒狀構件3與墊片的摩擦力（包含墊片7的移動 阻抗）增高。 又，於此情形下，若使上下相鄰土木構築物用施工石1 之自然石2黏结，自防止自然石2滑落的観點看來當然較佳。 又，於第1圖中，符號1 4係圾出防止板。 如第1圖所示，此種施工结果形成各土木構築物用施工 石1之自然石構成護岸壁面之護岸10，於此護岸10中，水 畔可成為魚巢，法面部可自然植生，K構築多自然護岸。 第7、8圖顯示第2實施形態第9圖顯示第3簧施形態，第 10圖顧示第4實施形態，第11圖顯示第5實施形態第12圖顯 示第6實施形態，第13圖顯示第7實施彤態，第14圖顯示第 8實施形態，第15圖實施第9實施形態，第16圖顯示第10實 施形態，第17、18圖顯示第U實施形態，第19圖顯示第12 實胞形態，第20圖顯示第13實施形態，第21、22圖顯示第 14質腌形態，第23、24画顯示第15實施態，第25圖顯示第 16實施形態，第26、27圖顯示第17實施形態，第28〜30圖 顯示第18質施形態，第31圖顯示第19實施形態，第32、33 圖顯示第20實施形態。於各個實施彤態中，與前述一實施 形態及此實施形態Μ前的實施形態的構成要素相同的構成 要素標示相同符號而省略其說明。 於第7、8圖所示第2實胞形態中，在棒狀構件4的前端部 4b上形成捲曲部15。此捲曲部15係棒狀構件4之前端部4b 於與基端側反對之部位捲成捲曲狀，於此捲曲部15内形成 孔16者。 本纸張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） -21- (請先閎讀背面之注意事項再填寫本頁) .裝- 訂 線. 408205 A7 B7 五、發明説明（19) (請先閱讀背面之注意事項再填寫本頁) 藉此，可在土木構築物用施工石1的搬送方面|利用捲 曲部15的孔16作為相對於起重機等的鈎部的鈎接孔，以起 重機等將各土木構築物用施工石1搬送至施工位置。 又，捲曲部15不但其複雜彤狀本身增大與土矽13等的摩 擦力，而且如第8圖所示，經由捲曲部15的孔16將支持椿 17打入土砂13等。藉此限制朝土木構築物用腌工石1的河 川11側移動。 甚而可調整捲曲部15的捲繞數，自由決定包含提高相對 於支持樁17的支持強度等事情，依據其捲數增加（肜成捲 曲狀情形）|增大相對於土砂13等的摩擦力。另一方面， 相對於此土木構築物用施工石1，過度外力朝向河川側作 用時，可藉由捲曲部1 5反折的一部份（捲曲數次中的一部 份）回復（捲曲回復使此外力消失*可一面確實保持支 持樁17，一面防止因過度外力斷裂等而提高耐久性。 經濟部智慧財產局員工消費合作社印製 此處，捲曲部15指的完全是反折狀態之態樣 > 就上述捲 曲部15的其他態樣而言，當然，棒狀構件4之前端部4b本 身反折成鈎狀包含將其他構件（例如環狀構件、大致U字狀 或馬蹄狀構件等）安裝於棒狀構件4之前端部而於棒狀構件 4之前端部4b具有環狀部或鈎狀部者。 於第9圖所示第3實施形態中，亦將墊片7插通前述第2質 施形態之土木構築物用施工石1之棒狀構件4，利用捲曲部 1 5作為墊Η 7之制動器（限制構件）。 藉此，只和前述第2實胞形態能採取同樣的使用形態· 利用捲曲部1 5作為墊片7的停止塞•成為到墊片7的河川側 本紙張尺度適用中國國家標準（CMS ) Α4规格（210Χ297公釐) -22 - 408205 A7 B7 五、發明説明（2D) 面的移動抵抗之基礎，別一層確實防止移動到土木構築物 用施工石。 於第10圖所示第4質施彤態中，自然石2不僅一體化於鐵 線、金屬線等線材21之一端部21a上，用來作為摩擦力增 大裝置之自然石22亦經由黏著劑等連结物一體化於此線材 2 1之另一端部2 U上。 藉此，於護岸10施工中，不但可利用自然石22之重量與 不規則形狀確實確保摩擦力增大機能，且可利用到處存在 的器物，簡單準備摩擦力增大裝置。 於第11圖所示之第5實施彤態中，自然石2—體化於棒狀 構件4之基端部4a，另一方面，混凝土塊23—體化於此棒 狀構件4之前端部4b。此混凝土塊23成大致立方體形狀， 於護岸10施工中，各土木構築物用腌工石1之混凝土塊堆 叠成梯级狀。 藉此，無疑地，可確保摩擦力增大機能，在棒狀構件4 之前端部4b與混凝土塊23—體化方面*可將棒狀構件4之 前端部4b壓人未硬化混凝土塊23內，等待該混凝土塊23硬 化，予Μ利用，使棒狀構件4之前端部4b與混凝土塊之一 體化簡單化。 且於此情形，於上下相郯之混凝土塊23上胗成凹凸，藉 由保護嵌合關係，使各土木構築物用胞工石1 一體化*可 變得較為強固。 於第12圖所示之第6實施形態中，Μ鐵板、鐵筋等板件 24使並排成列之複數（於第12圖中有3個）自然石2—體化* 本紙張尺度適用中國國家標準（CNS ) Α4規格（210Χ297公釐） _ _ (請先閲讀背面之注意事項再填寫本頁)Fig. 33 is a longitudinal sectional view illustrating the structure of a retaining wall (a civil engineering construction stone) of the 20th embodiment. Explanation of component numbers, members are requested to indicate ^ 年 ίχ ^ 7 < Γ1 Said Xiu. Whether Zheng Bing has changed the content of the congratulations, whether to allow amendments 0. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1 2 3 4 4a 4b 4 c 5 6 7 7 a 7b 10 11 12 13 14 15 16 17 21 Ring adhesive male thread pad Η Gasket plate face revetment Filling stones and sand and other symbols Curly part hole support pile wire (Please read the precautions on the back before filling this page) 1 (¾ ^ ---- ---- Order -------_ · The scale of the line M scale is applicable to the Chinese National Standard (CNS) A4 specification (210 X 297 mm) -36-Revised page V. Description of the invention (1) A7 B7. Detailed description of inventions printed by employees' cooperatives in the Intellectual Property Bureau of the Ministry of Economics The present invention relates to a method for manufacturing construction stones for civil structures, a method for manufacturing construction stones for civil structures, and a method for using construction stones for civil structures. Units and civil structures 〇The previous technology has the method of protecting the civil structures such as L ± J 厗, retaining walls, etc., and there is a stone void method. This void method is because the masonry stacks the stones one by one * and fills the stones with the crushed stones. The method of stacking tight parts > Therefore, this kind of stacking 9 can be used to construct protective structures > r 厗 retaining walls and other civil structures 〇 The problem to be solved by the invention is only in the case of using the above-mentioned void method 9 because of this X method Tied stones one by one (filling stones) The method of stacking crushed stone into the tightening part and stacking it> Therefore, when the stone filling is exposed, 9 stacked stone M is a starting point, and there is a risk of falling off 0. Therefore, using this void method not only can not build m strong and solid civil structures 9 And in the construction, t must be stacked on both sides of the stone 1 and pay great attention to it. 俾 The stacked stones will not fall. The present invention is based on the above conditions. Provider S is great in making the stone stacking construction easy. 9 This kind of stone pile construction > can also be used to build m fixed% strong civil structures. 0 Use M to solve the problem. In order to achieve the above 100 y, apply for the invention of the 1st invention of the Fanli Garden 1% \ Temple is in the extension member-. Civilized structures that are integrated in stone and i This stone extends t and a friction increasing device is provided at the front end of the extending member to increase the friction. The paper size applies Chinese National Standard (CMS) A4 specification (2 丨 OX 297) -4-I --- > —1 ©! —Install— (Please read the notes on the back before filling out this page) 408205 A7 B7 Printed by the Consumers ’Cooperative of Intellectual Property Bureau of the Ministry of Economic Affairs (2) Constructing 0 and 9 string of inventions with the scope of patent claim No. 1 in the form of construction stones is the preferred form of the patent scope Nos. 2-7 * and the patent scope Nos. 27 and 30. In order to achieve the above-mentioned huge > invention patent No. 8 scope of the invention, civil engineering structures are constructed with construction stones, 9 are characterized in that 9 extension members are integrated with the stone and extend from the stone; the above-mentioned extension members are in a line shape > 1 The coil shape of the aforementioned extension member is used to increase friction. The friction increasing device 〇 In order to achieve the above-mentioned hundredth invention range of the patent application, the civil engineering structure is composed of construction stone, which is characterized in that the extension member is integrated with the stone material and the stone material extends therefrom; the extension member is a strip-shaped sheet body The 1m cymbal band shape is used as a friction increasing device to increase the friction. The aforementioned band can be adjusted in length along the extended side. To achieve the above-mentioned t, please refer to item 10 of the patent scope. The invention is a construction stone for civil structures. The special feature is that the extension member is integrated with the stone and the stone is extended. The extension member is an endless strip 4 * The endless and annular shape of the endless strip. Used as a frictional force increasing device for increasing frictional force. 0, A patent for the invention of item 8 'ί 0. The preferred form is as set out in the 21st to 30th of the scope of patent application. The paper size applies to the Chinese National Standard (CNS) A4 specification (210X2M mm) -5-A7 B7 408205 V. Description of the invention (3) In order to achieve the above purpose, the invention of Civil Engineering Structure No. 1 in the scope of patent application is composed of construction stone. Its special emblem is: (Please read the precautions on the back before filling this page). Extension; a connecting force is provided at the front end of the extension member. In addition, the preferable aspect of the invention applying for the scope of patent application No. 11 is as set forth in the scope of application for patent scope Nos. 12 and 13 and the scope of application for patent scope Nos. 27 to 30. In order to achieve the above-mentioned purpose * The structure of the construction stone unit for civil engineering structures of the invention of the patent application No. 14 in the patent application is characterized in that the extension member is integrated with the stone material and extends from the stone material, and a connection is provided at the front end of the extension member. A plurality of construction stones for the construction of elements of the building are provided with a plurality of construction stones; the front end portions of the extension members of the construction stones for each of the aforementioned constructions are respectively connected to the cages of the filling section. The preferred aspect of the invention for which the scope of application of the patent is No. 14 is as described in the scope of application for the scope of patents No. 15, 16 and the scope of the scope of application for patents Nos. 27 to 30. In order to achieve the above purpose, the method for manufacturing construction stones for civil structures of the invention in the scope of patent application No. 17 is characterized in that a hole is formed in the stone; printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs secondly | inject the adhesive into the aforementioned Into the hole; secondly, one end of a rod-shaped member provided with a friction increasing device is inserted into the hole. In addition, the preferable aspect of the invention applying for item No. 17 in the scope of patent application is as set forth in items No. 27 to 30 of the scope of patent application. In order to achieve the above-mentioned purpose * The composition of the method for using construction stones for civil engineering structures in the 18th scope of the patent application | Its special feature is that the paper size of the extension member applies the Chinese National Standard (CNS) A4 specification (210 × 297 mm) ~ Γ 408205 A7 B7 V. Description of the invention (4) Combining with the stone and extending from the stone, use a plurality of construction stones for the civil structure with friction increasing device M at the front end of the extending member to increase the friction, stack each Each of the extension members is arranged in parallel with the stone material. When the construction stone for each civil structure is disposed, the extension member and the friction increasing device of the construction stone for each civil structure are buried with a filler. In addition, the preferred aspects of the invention in the 18th scope of the patent application are those contained in the 19th to 21st scope of the patent application and the 27th to 30th scope of the patent application. In order to achieve the above purpose, the invention uses the construction stone for the civil engineering structure of the 22nd invention, which is a method of using a construction stone, which is characterized in that civil engineering is provided with a connecting element at the front end of an extension member integrated with the stone and extending therefrom. The construction stones for the structure, M, and a mesh body with a support platform, which are erected by the support platform; first, the support platform is used to carry the mesh structure at the construction position; second, the piles are sequentially stacked on the front side of the mesh body The man-made stone for civil engineering structures is arranged in parallel with each of the extension members of the cellular stone for the civil engineering structures, and the front end of each extension member is connected to the mesh body through the connection element. In addition, the preferred aspect of the invention in the 22nd patent application scope is as described in the 27th to 30th patent application. In order to achieve the purpose of the above, the invention of the 23rd invention of the patent patent garden is composed of civil engineering structures, which is characterized by stacking a plurality of civil engineering construction stones, which are integrated into the stone and extend from the front end of the extending member of the stone. Equipped with a friction-increasing device with a large friction force, stacking each stone and arranging each of the extension members in parallel; The paper size is in accordance with China National Standard (CNS) Α4 size (210X29? Mm) --- -J--I equipment-C (Please read the precautions on the back before filling out this page) Order line Printed by the Consumers 'Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 7 408205 A7 Printed by the Consumers' Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs B7 Description of the invention (5) The aforementioned extension members and the aforementioned friction increasing devices are buried in the filling material. And (The preferred aspect of the invention in the 23rd scope of the patent application is as set out in the 24th scope of the patent application, and the 27th to 30th scope of the patent scope. In order to achieve the above purpose, the invention in the 25th scope of the patent application is applied for. The structure of civil engineering structure * is characterized in that the extension members extend substantially parallel to the stacked stone, and each extension member is connected by a wire; a friction force increasing device for increasing friction is provided at the front end of each extension member; The extension member and the aforementioned various friction increasing devices are buried in the filling material. In order to achieve the above purpose, the invention is composed of civil engineering structures of the 26th aspect of the patent application, characterized in that the extension member extends substantially parallel to the stacked stone; The front end portions of the extension members are respectively connected to the common mesh body through the connecting elements; the aforementioned extension members and the mesh body are buried in the filling material. In addition, the preferable aspects of the inventions applying for the scope of patent Nos. 25 and 26 are For example, those listed in items 27 to 30 of the patent application park. The effect of the invention is based on the invention described in item 1 of the scope of the patent application. The stone-based extension member is integrated into the stone and the stone is extended from there. The front end of the extension member is provided with a friction increasing device that increases the friction force. Therefore, this paper size applies the Chinese National Standard (CNS) A4 specification (210X297). (%) &Quot; -8-(Please read the precautions on the back before filling this page) ο Install. '? τ line 408205 A7 B7 V. Description of the invention (6) (please read the precautions on the back before filling out this page) Ruo Dui # This civil structure is filled with construction stone, followed by gravel, earth sand, etc. The material is embedded from the extending members of each stone and the frictional force increasing device, so that the weight of the material can be filled. The frictional force of the extending member and the frictional force increasing device that bears this weight is extremely strong in the construction of civil structures. The state of the stone (movement restriction). Therefore, it is easy to carry out stone stacking construction1 Even when such stone stacking construction is performed *, stable and strong civil structures can be constructed. . According to the invention contained in item 2 of the scope of the patent application, since the friction increasing device is a plate-shaped member, and the plate-shaped member is arranged so that its plate surface faces the extending direction of the aforementioned extending member, the plate-shaped member can form a great resistance to the filling material. * Improve the friction of the plate-like member to the filling material. Therefore, it is possible to specifically and effectively obtain the function and effect of item 1 of the aforementioned patent application scope. Printed by the Employees' Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs_According to the invention contained in the scope of patent application No. 3, since the extension member is a rod-shaped member Therefore, not only can the plate-shaped member be simply installed on the rod-shaped member, but also the position of the plate-shaped member can be easily set to increase the self-friction force and various workability by rotating the plate-shaped member along the rod-shaped member. Click on the most. Niche. According to the invention set forth in claim 4 of the scope of patent application, since the extension member is a rod-shaped member, the plate-shaped member can remain displaced relative to the rod-shaped member, and at the front end portion of the rod-shaped member, the rod-shaped member other than the plate-shaped member The front end side of the member forms a curled portion that restricts the displacement of the plate-shaped member. Therefore, not only can the curled portion be used as a restriction device of the plate-shaped member, the function of increasing the friction of the plate-shaped member can be ensured, but also the hole of the curled portion The support pile is used for driving into this civil structure. 9 This paper size is applicable to Chinese National Standard (CNS) A4 (210X297 mm) 408205 A7 B7 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (7) In the backfill material (the supporting pile is in a state of passing through the β-hole in the curled portion), the construction stone used for this civil structure is relatively _ 1 The rubbing force of the backfill material is extremely great * It is sure to prevent the construction stone used for this civil structure from falling 0 According to the invention contained in item 5 of the scope of patent application, because the extension member is a rod-shaped member The large device is a curled portion formed by the front end of the rod-shaped member. Therefore, other parts of the rod-shaped member can be embedded in the complex shape of the curled portion to increase the friction force, and even the 9 support pile can be driven in through the hole of the curled portion. In the underfill material for the lower side of the stone X for civil structures (the state in which the support pile is formed to pass through the hole of the curled portion), the friction force of the construction stone for the civil structure against the long filling material is extremely large. Therefore, the In this case, it is possible to surely prevent this civil construction from persuading Shi X to slip off. According to the invention described in item 6 of the scope of the patent application J due to friction. The increasing device is a stone set at the front end of the extension structure * so it can increase the frictional force relative to the soil and sand (infill material) according to the weight of the stone and the irregular shape. It truly prevents the stone material from falling at the base end of the extension structure. According to the invention contained in item 7 of the scope of the patent application, since the friction increasing device is a concrete block provided at the front end of the extension member, the extension member can be pressed into the non-rmized concrete block > waiting for the concrete block to harden to M Utilization makes it possible to simplify the fixation. Since the concrete block is used, it can easily be made into a shape that is necessary for the increase in friction and workability. According to the invention contained in item 8 of the scope of the patent, because the extension member-integrated into the stone, the stone extension > the extension member is coiled, and the line shape of the extension member is used as the friction force to increase the friction force. Large device > Therefore, it can be applied to Chinese National Standard (CNS) A4 specification (210 X 297 mm) according to the standard of three private papers. 1 Λ Please note the precautions before you write this page A7 408205 B7 V. Description of the invention (8 ) The coil shape of the dimensionally-shaped extension member effectively increases the frictional force with respect to soil and sand (filling material), and more reliably prevents the stone material from falling at the base end of the extension member. According to the invention in item 9 of the scope of the patent application, since the extension member is integrated with the stone material and the stone material is extended therefrom, the extension member is made into a band-shaped sheet body, and the band-like shape of the sheet body is used to increase the friction force to increase the friction force. The device can adjust the length of the strip-shaped sheet body, so not only can the frictional force be obtained by the strip-shaped shape of the sheet body, but also the appropriate increase of the frictional force can be adjusted according to the adjustment of the length of the sheet body with the proper construction of the civil structures degree. According to the invention contained in item 10 of the scope of the patent application * The stone is extended from the stone because the extension member is integrated with the stone. The extension member is an endless strip. Friction increasing device * Therefore, during construction, the backing material can be filled into the endless strip to significantly increase the frictional force relative to the backing material. * This construction prevents the construction stone from falling off. According to the invention contained in item 11 of the scope of the patent application * Since the extension member is integrated into the stone and the stone extends from there, the front end of the extension member is provided with a connecting element, so the stone of the construction stone for the civil structure can be stacked * The connecting element Simply connect the front end of the extension member extending from each stone to the fixture. According to the weight of the filling material such as gravel, earth and sand, not only by friction, but also by the connection relationship between the extension member and the fixture, it is extremely strong. Retaining state (movement restriction) of celestial stone for civil structures. Therefore, it is easy to carry out stone pile construction, and even if such stone pile construction is performed, stable and strong civil structures can be constructed. According to the invention contained in item 2 of the scope of the patent application, the paper size of the front end of the extension member is applicable to the Chinese country ^ __ (_ CNS) A4 specification (210X297 mm)-~ Π ~~ (Please read the precautions on the back before filling in this Page). Installed. Ordered by the Intellectual Property Bureau of the Ministry of Economic Affairs and printed by the Consumer Cooperative A7 B7 V. Description of the invention (9) The unit is connected to the mesh body through a connecting element, so not only can the mesh body be used as a friction increasing device, but this network is also simply used The mesh structure of the shape body connects the front end portion (connection element) of the extension member to the mesh body, and can share the mesh body as a common friction increasing device with respect to other extension members (construction stones for other civil structures). According to the invention contained in item 13 of the scope of patent application, since the mesh body has a support table for raising the mesh body, not only can the weight of the support table be used to further increase the friction force, but also the support platform can be used at the construction site. The mesh body is in a set up state, and the connection work of the extension member and the connection position adjustment work can be easily performed. According to the invention contained in item 14 of the scope of the patent application, since the front end of the extension member of each construction stone for construction stones is connected to the cage of the filling material through the connection element, it is possible to ensure that the construction stone is used for each cage. The ease of body connection, while using the filler-filled cage as an effective friction increasing device (the weight of the fixed object can be extremely strong in the holding state of the construction stones for various civil structures (moving restrictions). According to the scope of patent application No. 15 The invention contained in this item is due to the front of each extension member. The ends extend from the surface of the cage side to the inside and are connected to the bottom side of the cage. Each civil structure is covered with the stone of the construction stone, so the construction stone and the cage can be firmly maintained. Integrated, simply make the cage and the construction stone for each civil structure into an integrated unit. Therefore, it is possible to improve the handling property and the workability of the stone pile. According to the invention contained in item 16 of the scope of the patent application *, the front end of each extension member is connected to the cover of the cage, and the stone size of the construction stone for each civil structure is applicable to the Chinese National Standard (CNS) A4 specification (210X297 mm) > Two ~ Γ2 ~ Γ (Please read the notes on the back before filling out this page)-Installed · ττ Printed by the Intellectual Property Bureau Employee Consumer Cooperatives of the Ministry of Economic Affairs 408205 A7 B7 V. Description of the Invention (! 〇) (Please first Read the precautions on the back and fill in this page again) The material covers the cover of the cage, so you can of course connect the cover to the body of the cage to form an integrated unit of construction stones for the various civil structures and the cage, improving handling * As for other operation sequences, after setting the empty cage body, fill the filling body into the cage body. After that, you can also connect the cover body with the construction stone for the survey of the civil structure to the cage body, which can be used for stone stacking operations. (Construction), try to avoid handling heavy objects. According to the invention contained in item 17 of the scope of the patent application * As a hole is formed in the stone, the adhesive is injected into the aforementioned hole, and then the friction is increased One end of the rod-shaped member of the device is inserted into the aforementioned hole, so even in a poor working environment, it is necessary to use a lot of dirt on the construction site of the stone. The hole on the stone ensures the adhesion-free surface of dirt and does ensure the quantitative adhesive, even, Even before the adhesive hardens, it can maintain the function based on the holes in the stone. Temporarily keep the rod-shaped member on the stone. Therefore, it is possible to easily manufacture the trailer stone for civil structures. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs according to the invention contained in item 18 of the scope of the patent application * Because there are several construction stones for civil structures, it is provided at the front end of the extension member that is integrated with the stone and extends from there A friction force increasing device for increasing the friction force is to stack each of the stone materials, and arrange the extension members substantially in parallel. When the construction stone is arranged for each civil structure, the M 物 filling material is used for the construction of each civil structure. The extension member of the stone and the friction increasing device, so if a plurality of construction stones for civil structures such as the scope of the patent application is used, the weight of the filling material, the extension member that bears this weight and the friction force can be increased. The frictional force generated by the large device is firmly in the holding state (moving restriction) of the construction stone for each civil structure. Therefore, in the construction of civil structures, the paper size can be applied to the Chinese National Standard (CNS) A4 specification (210X297 mm) _ f ς _ 408 205 A7 B7 Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs ) Easy to carry out stone pile construction * Even with this kind of stone pile construction, stable and strong civil structures can be constructed. According to the invention contained in item 19 of the scope of the patent application, since the extension member is a rod-shaped member, the friction increasing device is a curled portion formed at the front end of the rod-shaped member, and each of the civil structures is provided with a construction stone. The supporting pile is driven into the filling material under the construction stone of each of the civil structures through the hole of the curled portion, so not only can the frictional force be increased according to the complex shape of the curled portion, but also the The support piles driven by the holes make the frictional force of the construction stone for each civil structure against the filling material extremely strong, and are firmly in the state (movement restriction) of the construction stone for each civil structure. According to the invention contained in Item 20 of the applied patent garden, since the construction stones for each civil structure are arranged, the wire sequentially passes through the holes of the curled portions of the rod-shaped members in the construction stones for each civil structure. The rod-shaped members are integrated, so it can be firmly in the holding state (moving restriction) of construction stones for various civil structures. In the construction of civil structures, it is easy to carry out stone stacking construction. , Strong civil structures. According to the invention contained in item 21 of the scope of the patent application, since each civil engineering structure is arranged with sapphire stone, each of the rod-shaped members is sequentially connected by a wire to the base end portion side of the front end portion, so it can be strongly held. The arrangement relationship of masonry for each civil structure (integration), and the extremely strong arrangement relationship (integration). According to the invention contained in item 22 of the scope of the patent application, since the mesh is first erected by the supporting platform at the construction position, the second paper is used in accordance with the Chinese National Standard (CNS) A4 specification (2 〖 0X297mm) _ 1 4-(Please read the precautions on the back before filling out this page) 'Pack 1 Order > Printed by the Consumers ’Cooperative of Intellectual Property Bureau of the Ministry of Economic Affairs This paper is printed in accordance with Chinese National Standard (CNS) Α4 specifications (21〇 × 297 mm) 408205 A7 B7 V. Description of the invention (j. 2) Construction stones are stacked on the front side of the mesh body, and each extension member of each construction stone for the civil structure is arranged in parallel, and the front end of each extension member is connected to the mesh body through a connecting element, so it can be used for As the mesh body of the friction increasing device is shared, the number of parts is reduced * and the front end of each extension member is reduced. The connection and adjustment of the friction-increasing device are facilitated, and the stone stacking operation is improved. According to the invention contained in item 23 of the scope of the patent application, because a plurality of construction stones for civil structures are stacked, a friction force increasing device for increasing friction force is provided at the front end of the extending member integrated into the stone material and extending therefrom. Stack each stone and arrange each extension member in parallel. Each extension member and each friction device are buried in the filling material. Therefore, as described in item 1 of the aforementioned patent application scope, each extension member and each can be increased. The frictional force of the large frictional device relative to the filling material can easily be used for stone stacking during construction. * Even if such stone stacking is performed, it can also provide stable and strong civil structures. According to the invention contained in Item 24 of the scope of the patent application, "since the extension member is a rod-shaped member, the friction increasing device is formed by the curled portion M formed by the front end portion of the rod-shaped member and the hole formed by penetrating the curled portion. According to these factors, the frictional force of the construction stone for civil structures with respect to the filling material can be maximized, which can specifically and effectively achieve the effect of item 23 of the aforementioned patent application scope. According to the invention contained in item 25 of the scope of the patent application, since the extension members extend from the stacked stone material in parallel, and each extension member M wire is connected * At the front end of each extension member, a friction increasing device for increasing friction is provided. Extend -15------: --17 ^ -install ------ order ------ 1 'line 〇 (Please read the precautions on the back before filling this page) 408205 A7 B7 Printed by the Employees' Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (13) Extension members and the various friction increasing devices are buried in the Filling Section t, so it can not only increase each extension member and each m. The frictional force of the friction increasing device with respect to the filling material 9 can make each extension member (the construction stone of each civil structure 3 months) — 'corporatization 9 further improve the effect of the aforementioned 23rd patent scope 0 according to A Please invent the invention contained in item 26 of the patent. * Because the extension members extend from the stacked stone material in parallel, the front end of each extension member is connected to the common mesh am body through the connection element. Each extension member and the aforementioned mesh body are buried in the filling. In the material, f has the same effect as the item 23 of the aforementioned patent application. 5 It is possible to reduce the number of parts and reduce the number of parts by sharing the mesh body as a friction increasing device. The connection and adjustment work of the mesh body becomes easy to provide the stacking work. Since the inventions contained in 7 items are provided with multiple stones? Therefore, the number of stacking operations can be reduced, the construction can be accelerated, and the horizontal side can be easily located. According to the invention contained in item 28 of the scope of patent application, the extension of The component is provided with a plurality of and the friction increasing device is provided at each extension. On the scale *, the frictional force r of the construction stone used in this civil structure can be further increased. ··· The cytomechanism t can be further improved, and the solid civil structure can be constructed. It can also be advanced-, to cope with large-scale stone processing. The invention contained in item 2 of the patent application 9 is 9 because the base member M of the extension member can be twitched and replaced with the stone material, so when X is applied t is not limited to the case where the extension members are arranged in parallel 9 may Make the extension member reach the required configuration state by shaking relative to the stone g »and easily change the required extension. The paper size applies the Chinese National Standard (CNS) A4 specification. (210X297 mm) 408205 A7 B7 V. Detailed description of the invention (丨 4) The extension member is easy to increase friction, adjust double, and adjust the configuration. (Please read the precautions on the back before filling out this page) According to the invention in item 30 of the scope of patent application, because the stone is artificial stone, it can be cheap and mass-produced stone similar to natural stone, which can fully cooperate with the civil structure Production of construction stones and construction stone units for civil structures. The following describes the implementation of the color plus K in the present invention according to the drawings. Figures 1 to 6 show the first embodiment. In these 1 embodiments, as shown in the first plaque, it is revealed that the construction stone 1 used for most civil structures is a revetment 10 of a civil structure (such as a river revetment). content. First, the construction stone 1 for civil structures will be described. Printed by the Consumers' Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. The construction stone 1 for each civil structure is provided with a single natural stone 2 which can be used as the main body as shown in Figures 2 and 3. This natural stone 2 uses pebbles, crushed stones, etc. • Its size should be appropriately determined according to the construction of bank protection (civil engineering structures), and the diameter should be in the range of 100 to 500 μm (ml). In addition, the natural stone 2 is appropriately determined according to the manufacturing site of the construction stone 1 for civil structures. When the construction stone manufacturing site for a civil structure is a factory, a natural stone that can be constructed and exists on the site is used. This construction can be performed and is suitable for the site. Natural stone, arbitrary natural stone, when the construction stone manufacturing site for civil structures is a construction site, it is usually used 'natural stone that exists naturally on this site. In any case, in the case where the construction stone 1 for civil structures is manufactured on the site, there is no natural stone suitable for this construction site * The natural stone 2 suitable for this construction site will be transported to this construction site. In this embodiment, a mounting hole 3 (refer to FIG. 4) is formed in this natural stone 2. The mounting hole 3 is formed on a part which can be used as a natural back side. A mounting tool such as a drill is used. The mounting hole 3 does not penetrate to the surface side of the natural stone 2. This paper size applies the Chinese National Standard (CNS) A4 specification (2! 0 X 297 mm) -17- 408205 A7 B7 V. Description of the invention (i 5) As shown in Figures 2 and 3, in the form of Ben Yinshi The linear rod-shaped member 4 is integrated on the aforementioned natural stone 2 as a fastening member (extending member). Use longer size (for example, 0. 5 ~ 1. 5 meters (meter)) as this rod-shaped member 4, as for the material, considering strength, corrosion, etc. | appropriate selection of iron, stainless steel, synthetic resin and other kinds of lining, specifically, the use of pipes , Steel bars, iron bars, iron wires, stainless steel pipes (rods). The base end portion of the rod-shaped member 4 (the left end portion 4a in FIG. 3 is inserted into the mounting hole 3 of the natural stone>), and is adhered to the natural stone 2 via an adhesive 5 (see FIG. 5). The front end of the member 4 (right end in FIG. 3) extends away from the natural stone 2. Here, a male thread 6 is formed on the outer periphery of the front end (right end in FIG. 3) 4b of the rod-shaped member 4. In this embodiment, In the form, the male screw 6 ensures a certain length along the extending direction of the rod-shaped member 4. As shown in Figs. 2 and 3, a pad K7 (plate-shaped member) is provided on the camphor-shaped member 4 as a friction increasing device. In this embodiment, this gasket forms a rectangular plate body with a large plate surface 7a, a hole 7b is formed in the center portion, and a female thread is formed on the inner peripheral surface of the hole 7b (the pad H7 is omitted in the illustration) The female screw thread is screwed with the male screw thread 6 of the rod-shaped member 4. The gasket 7 can be rotated toward the extension direction of the rod-shaped member 4 (direction opposite to the natural stone 2) by its plate surface 7a * toward the rod-shaped member. The extension direction of the member 4 is shifted. This type of civil structure is manufactured using the construction stone 1 as before. As shown in Fig. 4, a drill is used. The working tool forms the mounting hole 3 in the natural stone. Expands the sticking area of the rod-like member 4 that is not contaminated and strengthens the integration of the rod-like member 4 and the natural stone 2 to temporarily maintain the rod-like shape before the adhesive 5 hardens Component 4. This paper size applies to China National Standards (CNS) A4 specifications (2 丨 0 X 297 mm) (Please read the precautions on the back before filling this page). ·· -IT · Staff of Intellectual Property Bureau, Ministry of Economic Affairs Printed by the consumer cooperative 18 408205 A7 B7 5. Description of the invention (In this case, from the operational point of view, the inner side of the natural stone 2 faces upward, and the mounting hole 3 is processed at the center of the inner side of the natural stone 2. Please read the precautions on the back before filling in this page.) Secondly, as shown in Figure 5, turn the mounting hole 3 upward and pour the adhesive 5 into the mounting hole 3. In the subsequent process, the stick shape can be surely adhered. The component 4 and the natural stone 2 ensure that the fixed amount of adhesive 5 is in the mounting hole 3. Next, as shown in FIG. 6, the base end portion 4a of the rod-shaped member 4 is inserted into the meat of the mounting hole 3 of the natural stone 2. The base 4a of the natural stone 2 and the rod-shaped member 4 passes through the mounting hole 3 The adhesive 5 is adhered, and the two are integrated. Of course, in this case, the insertion of the rod-shaped member 4 is performed before the adhesive 5 is hardened. At this time, in the case of using a tube as the rod-shaped member 4, with this When the pipe is inserted, the adhesive 5 in the mounting hole 3 of the natural stone 2 also enters the pipe, not only can prevent the adhesive 5 from overflowing from the mounting hole 3, but also increase the area of adhesion between the pipe and the adhesive 5 > The integration of 2 and the pipe is stronger. As for the gasket 7, as shown in Fig. 6, the rod-shaped member 4 can be screwed to the front end (male thread 6) 4b of the hazel-shaped member 4 before being mounted on the natural stone 2. After the rod-shaped member 4 is mounted on the natural stone 2, the rod-shaped member 4 may be screwed to the front end portion 4 b of the rod-shaped member 4. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. After that, wait for the adhesive 5 to harden to obtain the natural stone 2 and the rod-shaped member 4 as a construction stone 1 for civil structures. Next, the method of using the above-mentioned construction stone 1 for civil structures (the construction method of the revetment 10) and the revetment 10 constructed by the use method will be described. During the construction of the revetment 10, most of the construction stones for civil structures are transported at various construction positions along the quay-shaped lower shore • by cranes, etc. • lifting equipment * via conveying devices (circles are omitted). This paper size applies Chinese National Standard (CNS) A4 specification (210X297 mm) -1 9-408205 A7 B7 5. Details of the invention (I?) (Please read the precautions on the back before filling this page) At this time due to the civil structures Since the size of the rod-shaped member 4 using the construction stone 1 is long, it is easy to bundle the construction stone 1 for most civil structures, and it is easy to handle and transport. '' If the construction stone 1 for most civil structures is transported to the construction site, the construction stone 1 for civil structures will have the natural stone 2 facing the river 11 side as shown in Figure 1, and along this bank slope * or maintain the necessary slope, fill the stone 1 2 and so on. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. In this case, the construction stones for each civil structure are placed on a flat surface with a stable surface facing downwards * and stacked in order. At the same time, the rod-shaped members 3 of the construction stone 1 for each civil structure remain roughly The horizontal state "Extends away from the river 11 side, respectively, and on each stack, crushed stones, soil sand (hereinafter referred to as soil sand, etc.) used as filling materials are stacked at this time to become the uppermost rod-shaped member 3 and gasket 7 The flat surface is formed up to the height of the natural stone 2. This ensures a stable mounting surface for stackable construction stones and rod-like members 3 for the next civil structure, and realizes the smooth stacking operation of construction stones 1 for civil structures. The frictional force of 13, M, and relative to the soil and sand 13, etc., the maximum moving resistance (frictional force) from the gasket plate surface% to the river side, to improve the state maintained by this rod-shaped member 3, to prevent natural stone 2 (for civil structures) Construction stone 1) Sliding (moving). In addition, in this case, soil and sand will be sucked out in the shape of expected water balance, etc., and gravel clogging will occur. Especially in the above-mentioned construction, from the viewpoint of further preventing the natural stone 2 from falling, since soil and sand 13 are filled in the rod-shaped member 3 and the gasket 7, and because the M pressure roller and the like apply pressure (rotary pressure) from the outside, Increased density of soil sand, etc. 13 This paper size is applicable to China National Standards (CNS) A4 specifications (210X297 mm) -20-408205 A7 Printed by the consumer cooperation department of the Intellectual Property Bureau of the Ministry of Economic Affairs Du printed B7 V. Description of invention (i8) The friction between the 1 3 v rod-like member 3 such as earth and sand and the gasket (including the moving resistance of the gasket 7) is increased. In this case, if the natural stone 2 of the construction stone 1 adjacent to the upper and lower adjacent civil structures is bonded, it is of course preferable from the point of preventing the natural stone 2 from slipping. Further, in Fig. 1, reference numerals 14 and 4 indicate a waste prevention plate. As shown in Figure 1, such construction results in the formation of a revetment 10 of the natural stone of the construction stone 1 for each civil structure. The revetment 10 can be a fish nest, and the French face can be naturally planted. K construction More natural revetments. Figures 7 and 8 show the second embodiment. Figure 9 shows the third spring application. Figure 10 shows the fourth embodiment. Figure 11 shows the fifth embodiment. Figure 12 shows the sixth embodiment. Figure 13 The seventh embodiment is shown, the eighth embodiment is shown in FIG. 14, the ninth embodiment is shown in FIG. 15, the tenth embodiment is shown in FIG. 16, the U-th embodiment is shown in FIGS. 17 and 18, and the ninth embodiment is shown in FIG. 19. Fig. 20 shows the 13th embodiment, Fig. 20 shows the 13th embodiment, Figs. 21 and 22 show the 14th pickled form, Figs. 23 and 24 show the 15th embodiment, Fig. 25 shows the 16th embodiment, and 26, 27 The figure shows the 17th embodiment, Figures 28 to 30 show the 18th quality application form, Figure 31 shows the 19th embodiment, and Figures 32 and 33 show the 20th embodiment. In each embodiment, the same components as those in the previous embodiment and the embodiment before this embodiment M are denoted by the same reference numerals, and descriptions thereof are omitted. In the second cell form shown in Figs. 7 and 8, a curled portion 15 is formed on the front end portion 4b of the rod-shaped member 4. The curled portion 15 is formed by rolling the front end portion 4b of the rod-shaped member 4 into a curled shape at a portion opposed to the base end side, and forming a hole 16 in the curled portion 15. This paper size applies to Chinese National Standard (CNS) A4 specification (210X297 mm) -21- (Please read the precautions on the back before filling this page). Binding-ordering. 408205 A7 B7 V. Description of the invention (19) (Please read the precautions on the back before filling out this page) This way, you can use the construction stone 1 for civil structures | Use the hole 16 of the curled portion 15 as a crane, etc. The hooking hole of the hook portion of the hook is used to transport the construction stone 1 for each civil structure to the construction position by a crane or the like. In addition, the curled portion 15 not only increases the frictional force of the complicated shape itself with earth silicon 13 or the like, but also supports the supporter 17 into the earth sand 13 and the like through the hole 16 of the curled portion 15 as shown in FIG. 8. This restricts movement toward the river 11 of the pickled stone 1 for civil structures. Even the number of windings of the curled portion 15 can be adjusted, and it is freely decided to include matters such as increasing the support strength with respect to the support pile 17, and to increase the number of windings (when rolled into a curled shape) | to increase the frictional force with respect to the sand 13 and the like. On the other hand, in contrast to this construction stone 1 for civil structures, when an excessive external force acts on the river side, it can be recovered by a portion (a portion of several times of curling) that is folded back by the curling portion 15 (the curling recovery makes In addition, the force disappears * While the support pile 17 is reliably maintained, the durability is prevented from being increased due to excessive external force breaks, etc. Printed here by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs, the curled portion 15 refers to a completely folded state. > As for the other aspects of the curled portion 15, as a matter of course, the front end portion 4b of the rod-shaped member 4 itself is folded back into a hook shape and includes other members (such as a ring-shaped member, a substantially U-shaped or horseshoe-shaped member, etc.) Mounted on the front end portion of the rod-shaped member 4 and having a ring-shaped portion or a hook-shaped portion on the front end portion 4b of the rod-shaped member 4. In the third embodiment shown in FIG. 9, the gasket 7 is also inserted through the aforementioned first portion. The rod-shaped member 4 of the construction stone 1 for the civil structure in the form of two-quality application uses the curled portion 15 as the stopper (restriction member) of the pad 7. With this, the same use form can be adopted only as the aforementioned second cell form. · Use curled section 15 as The stopper of the sheet 7 becomes the standard of the paper on the river side of the gasket 7. The Chinese national standard (CMS) A4 specification (210 × 297 mm) -22-408205 A7 B7 V. Explanation of the invention (2D) surface movement resistance In the fourth layer, the natural stone 2 is not only integrated on one end 21a of one of the wires 21 such as iron wire, metal wire, etc., and is used to prevent the construction layer from moving to the construction stone for civil structures. The natural stone 22 as a friction increasing device is also integrated on the other end 2 U of the wire 21 through a linker such as an adhesive. Thus, in the construction of the revetment 10, not only the weight of the natural stone 22 can be used The irregular shape ensures the function of increasing the friction force, and it is possible to easily prepare the friction increasing device by using the utensils everywhere. In the fifth embodiment shown in Fig. 11, the natural stone 2 is integrated into a rod. On the other hand, the base end portion 4a of the structural member 4 and the concrete block 23 are integrated into the front end portion 4b of the rod-shaped member 4. This concrete block 23 has a substantially cubic shape. In the construction of the revetment 10, each civil structure is marinated. Masonry 1's concrete blocks stacked into a ladder With this, no doubt, the function of increasing the frictional force can be ensured, and the front end portion 4b of the rod-shaped member 4 and the concrete block 23 can be integrated. * The front end portion 4b of the rod-shaped member 4 can be pressed into the unhardened concrete. In the block 23, wait for the concrete block 23 to harden and use it to simplify the integration of the front end portion 4b of the rod-like member 4 and the concrete block. In this case, the concrete block 23 facing up and down is uneven. Through the protection of the fitting relationship, the integration of the cellular stone 1 for each civil structure * can be made relatively strong. In the sixth embodiment shown in FIG. 12, a plate 24 such as an M iron plate and an iron rib makes the Plurality of side by side (there are 3 in the picture 12) Natural stone 2-corpuscle * This paper size is applicable to China National Standard (CNS) Α4 specification (210 × 297 mm) _ _ (Please read the notes on the back first (Fill in this page again)
» ...... - t -- -—J --線 經濟部智慧財產局員工消費合作社印製 408205 A7 _B7_ 五、發明説明（2i) (請先閱讀背面之注意事項再填寫本頁) 棒狀構件4之基端部4a連結於此板件24上。於此情形下， 板件24與各自然石2的一體化適用連結金屬元件、黏著劑 等連結手段。 藉此不但可減少堆疊作業次數，達到施工迅速化，並珂 達到水平方向定位作業的容易化。 第13圖所示第7實施態樣係第6實施形態之變形態樣。於 此第7實施形態中，藉由與前述第6實胞形態相同之方法， Μ框體25使並排成列之複數自然石2 —體化成堆疊成二段 之狀態，棒狀構件4之基端部4a可搖動連結於此框體25。 藉此，可於施工中減少堆鹽作業次數，進一步増進施工 作業性，於此情形下，利用棒狀構件4可相對於框體2 5搖 動，自由決定棒狀構件4之配置為傾斜配置等。 經濟部智慧財產局員工消費合作社印製 第14圖所示第8實施形態顯示其為第6實施形態之變形態 樣。於此第8實胞形態中，二個自然石2以金屬線26連結| 棒狀構件4之基端部4a可搖動連结於此金屬線26。於此情 彤下，就金屬線26之二端部與二個自然石而言，與前述第 1實施形態相同，分別於各自然石2上形成安装孔，將黏著 劑注人各安裝孔内，藉由金屬線26端部分別***注入此黏 著劑2安裝孔内使其一體化◊當然亦可使用鐵筋等來代替 金屬線。 藉此，於施工中，棒狀構件4可搖動對金靥線26連结* 提高棒狀構件4配置的自由度，且無疑地，複數自然石2 — 體化而堆盤作業次數減少，可利用各自然石2等在金屬線 2δ的畏度範圍内改變，提高自然石2堆叠的自由度（相對於 本紙張尺度適用中國國家標準（CNS > Α4規格（210X297公釐） -24—: 408201> A7 B7 五、發明説明（22) 位置變更之自由度）。 又，由於使用金屬線26M連结二個自然石2，故可於棒 狀構件4之基端部4a設有鈎部或卡環部而簡單連結於金屬 線26*於施工位置，在搬送僅僅二個由金屬線26連結的自 然石2中*可連結此金屬線26與棒狀構件4之基端部4a。當 然，此時由於可僅搬運二個自然石，故易於將起重機等起 重機器的鈎部掛在金屬線上並鈎掛多數個，可提高自然石 2的搬送作業性。 第15圖所示第9實施形態顧示其為上述第8實施彤態之變 形態樣。於此第9實施形態中，自然石2經由二個連績金靥 線26連结而將三個自然石2連结，棒狀構件4之基端部4a藉 由與前述第1實施形態相同之方法等固定於配置在中央位 置之自然石2而構成。 藉此可進一步增進施工作業性。 於第16圖所示第10實施彤態中，複數棒狀構件4之基端 部4a藉由與前述第1實施形態相同之方法對大型自然石2(例 如最大直徑為700nini(毫米）〜1000mm)固定，與前述第3實_ 施形態相同，於此各個棒狀構件之前端部4 b上分別設有用 來作為摩擦力增大装置之墊片7。 藉此，即使在使用大型自然石2情形下，亦可藉複數墊 片7增大摩擦力|構築辍定、強固的土木構築物•並藉一 墊片7埋設迅速確保摩擦力，即使於施工途中，亦可確保 自然石2之堆叠穩定性（施工性提高）。 於第17、18圖所示第11實施形態中*安裝用金屬元件27 本紙張尺度適用中國國家標準（CNS ) A4規格（210 X 297公釐） -2 5 _ (請先鬩讀背面之注意事^1再填寫本頁) -裝. _訂 線l·'- 經濟部智慧財產局員工消費合作社印製 408205 A7 _ B7 五、發明説明（23 ) 安裝於自然石2上，此安裝用金屬元件27與棒狀構件4之基 端部4a經由卡環等連结金屬元件28連結。於此情形下，在 安装用金屬元件27與棒狀構件4之前端部4a上分別設有環 部27a、4c*此二環部27a、4c可藉由卡環等連結金屬元件 28連結，Μ可解除連結方式予Μ連結。 藉此，自適於構築之擋土牆40配合其使用處所之長度、 材質（鐵、不銹鋼、樹脂製等）等觀點，不僅可依所需改變 棒狀構件4，且可使棒狀構件4相對於自然石2自由搖動成 所需配置狀態。 如第19圖所示之第12簧施形態顯示其為上述第：Μ.實施形 態之變彤態樣。於此等12實施形態中，使用長尺板狀網體 29 Μ取代前述棒狀構件4及墊片7，安裝用金屬元件2 9a安 裝於此網體29之一端部。此網體29之安裝用金屬元件29a 經由前述連結金屬元件28(卡環等）連结於安装在自然石2 上之安裝用金屬元件27，網體29可相對於自然石2搖動並 更換。 藉此，網體29因土砂等（裏填材料），可K其板面、網目 等確保摩擦力，並可自長度、面積等觀點，適當選擇較佳 者來使用。 於此情形下，可使用鐵板、樹脂板、缬布、不織布、不 銹鋼板等來代替網體29。 第20画所示第13實施肜態亦顯示其為上述第11實施形態 之變形態樣。於此第13實施胗態中*使用線圈狀構件30來 代替前述棒狀構件4及墊片7，安裝用金屬元件30a安裝於 本紙張尺度適用中國國家標準（CNS ) A4規格（2 m X 297公釐） _ 9 _ (請先閲讀背面之注意事項再填寫本頁) ------.---,--II—-- fr-----. 經濟部智慧財產局員工消費合作社印製 408205 A7 B7 五、發明説明（24) (請先聞讀背面之注意事項再填寫本頁) 此線圈狀構件30之一端部。此線圈狀構件30之安裝用金屬 元件30a經由連結金屬元件28連結於安裝在自然石2上的安 裝用金屬元件27，線圈狀構件30可相對於自然石2於連結 部份搖動。 藉此，自長度等.觀點，不僅可更換成適當、所需的線圈 狀構件30，亦可因線圈狀構件30的三次元形狀，有效增大 土砂等1 3之間的摩擦力。 經濟部智慧財產局員工消費合作社印製 於第21、22圖所示第14實施形態之土木構築物用施工石 1中*掛鈎金屬元件31安裝在自然石2上，帶狀片材（例如 ，樹脂網、金屬網、塑膠H)32之一端部安裝在此掛鈎金 屬元件31上。掛鈎金屬元件31具備扁平狀環部31a，帶狀 片體32鈎掛在此環部31 a上。帶狀片體32沿伸延方尚依序 隔一定間隔形成的细鏠群33，各细鏠群33具備沿寬度方向 並排的複數細鏠34。於此帶狀片體32之一端部彤成***複 數隙Μ而對應前述细鏠群33之可膨出部群35，此可膨出部 群3 5係將帶狀片體32之一端部繫掛於前述掛鈎金屬元件31 之環部31a而折返後，插通所選擇之一细縫群33，使連結_ 銷36通過此插通之可膨出部群35而構成者。藉此，帶狀片 體32之一端部連結於掛鈎金屬元件31*帶狀Η體32—體化 於自然石2而自該自然石2伸延。 因此，於此土木構築物用施工石1中*可簡單地將帶狀 片體32安裝於自然石2上•並可調整此帶狀Η體32的長度 ，於施工現場進行安裝、長度調整作業。藉此，可於施工 琨場I分別搬送自然石與帶狀片體32，防止帶狀片體32損 本紙張尺度適用中國國家標準（CNS ) Α4規格（210Χ297公釐） _ 27 - 408205 A7 B7 五、發明説明（25) 傷，另一方面可使金線等通過掛鈎金屬元件31之環部31a ，以起重機等吊起*藉此將多數自然石2搬送至施工現場。 (請先鬩讀背面之注意事項再填寫本頁) 於第23、24圖所示第15實施形態之土木構築物用施工石 1中，使用無端狀（環狀）帶材（例如鐵板、塑膠板、樹脂網 、金屬網）之環狀帶材37兼作為伸延構件與摩擦力增大裝 置二者之構件，此環狀帶材37經由連结元件38連結於自然 石2。 此種土木構築物用施工石1係於自然石2堆疊（施工）之際 *環狀帶材37之側面（板面）朝尚横方间，此各土木構築物 用施工石1之環狀帶材37 Μ金屬線39連结而構成者。藉此 ，可Κ各環狀帶材37提高對填石12等的阻抗，並可使各土 木構築物用腌工石1全體一體化，構築強固的擋土牆40等。 當然，若使用此土木構築物用施工石1，即可利用此環 狀帶材37，以起重機等將多數土木構築物用施工石1吊起 將其搬送。 經濟部智慧財產局員工消費合作社印製 於第25圖所示第16實施形態中，使用混凝土所形成之人 造石41來代替自然石，將棒狀構件4之基端部4a固定於此_ 人造石41上。 於此情彩下*在棒狀構件4之基端部4a固定於人造石41 中，於人造石（混凝土）4硬化前，將棒狀構件4之基端部4a 埋入該混凝土内，等待該混凝土硬化，達成人造石41與棒 狀構件4之基端部4a之一體化，特別是在本實施形態中》 為達到其一體化之強度（结合強度），棒狀構件4之基端部4久 7h爲為鈎狀反而變形成線圈狀。 本紙張尺度適用中國國家標準（CNS ) A4規格（210X297公釐） -28 - A7 B7 五、發明説明（26) (請先閲讀背面之注意事項再填寫本頁) 又，於本實施形態中，使用多孔質材料作為人造石41， 藉由使用此種材料之土木構築物用施工石1用於護岸'擋 土牆等之施工，可容許土、植物的根進入而獲得因自然物 多而強固的土木構築物。 於第26、27圖所示第17實施形態中，在適於構築40之堆 叠之各土木構築物用施工石1上，彤成捲曲部（成環狀）15 於棒狀構件4之前端部4b，線材51(51a、51b)通過各個捲 曲部Ϊ5内的孔16而使各棒狀構件4 一體化。於此情彤下， 使用鐵線、不銹鋼線、金屬線、繩索等作為線材51a，如 第26圖所示，線衬51a縱向通過各捲曲部15，如第27圖所 示，線材51b橫向通過各捲曲部15。此時，線材51固宜於 僅通過各捲曲部15，惟，較佳者於各捲曲部15將其縛繫。 又，各棒狀構件4使用線材52(52a,52b)連結於各該棒狀 構件4之基端側。即使於此情形下，亦使用鐵線、不_鋼 線、金屬線、繩索等作為線材52，如第26圖所示，其沿縱 向於各棒狀構件4縛繫，如第27圖所示，其沿橫向於各棒 狀構件4縛繫。 經濟部智慧財產局員工消費合作社印製 如此即增進各土木構築物用施工石1之一體化，擋土牆 40可變得極為強固。 於第28至第30圖所示第18實施形態中，土木構築物用施 工石1係自然石2安裝於棒狀構件4之基端部，另一方面連 結元件53設於棒狀構件4前端部而構成者，於本實施形態 中，此連結元件53由形成於棒狀構件4前端部之捲曲部（環 部）15，K及卡環54(大致成U字狀之金屬元件54a，Μ及插 本紙張尺度適用中國國家標牟（CNS ) Α4規格（210X297公釐） ~ - 40Q2Qd A7 B7 五、發明説明（27) 通該捲曲部15之孔16而跨於略圼U字狀金屜元件54a之二端 部上予Μ連结之連結棒（卡環栓）54)所構成。 - -'- ^1-. I 士II C (請先閱讀背面之注意事項再填寫本頁) 如次使用此種土木構築物用施工石。 首先*預先準備具有支持台55而Κ此支持台55立起之網 狀體56，藉由支持台55載置於施工位置，將網狀體56立起 。於此情形下，使用熔接金屬網等強固物作為網狀體56ι 支持台55由混凝土彤成，載置支持台55時，其成為重量固 定物，將網狀體56立起成傾斜狀態。 其次，依序堆叠前述各土木構築物用施工石1之自然石2 於網狀體56之前側，大致平行配置各該土木構築物用施工 石1之各棒狀構件4’經由連结元件53，將各該棒狀構件4前 端部連結於網狀體56(於第29、30圖中僅顯示一部份）。 於此情形下，網狀體56用來作為'對複數土木構築物用施 工石1共通之摩擦力増大裝置，不必準備多數網狀體56。 經濟部智慧財產局員工消費合作社印製 又，各棒狀構件4前端部利用網狀體56之網目構造、連结 元件53之卡環54等連結於該網狀體56，可簡單進行連結作 業、連结調整（高度、横向位置調整等）。因此*顯著提高· 施工作業性。 且*即使進行此種施工，亦每逢各土木構築物用施工石 1堆#，填入土砂等13等，將網狀體56>棒狀構件4等埋設 於土砂等1 3内。 於第31圖所示第19質施形態中，使用與前述第18實施形 態相同之土木構築物用施工石1*藉由將此種土木構築物 用施工石1連結於成為重量固定物之籠體57*構築擋土牆 本紙張尺度適用中國國家標準（CNS ) A4規格（2!0X297公釐） -3 0 ~ A7 B7 經濟部智慧財產局員工消费合作社印製 五、發明説明 (28) 1 1 40 〇 1 1 亦 即 f 籠 體 57全體 由 金屬網 彤 成 為 矩 形 肜 狀 於其内部 1 1 充 填 用 來 作 為 填 料之 填 石58， 此 種 籠 體 57依 序 沿 法面堆疊 請 1 先 1 (設定於施工位置）成 為 重量囿 定 物 〇 鬩 ik 1 背 1 且 相 對 於 各 4¾1 aw 題體 57 ，各土 木 構 築 物 用 腌 工 石 1之棒狀 面 之 1 注 1 構 件 4前端部自該籠體5?表面側向内部伸延 經由連結元 意 拳 1 、:! 件 53分 別 連 结 於 該籠 體 57之底 面 側 金 m 網 9 各 土 木構築物 $ Η 用 施 X 石 1之自然石2 覆 蓋各籠 體 之 表 面 全 BUB 體 以 構 成擋土牆 本 頁 裝 1 40 之 壁 面 〇 1 | 於 此 第 19 實 施 形態 中 ，在構 築 擋 土 牆 40 之 際 ， 預先Μ 土 1 木 構 築 物 用 胞 X 石1與充填填石58之篛體57構成單元59( 土 1 訂 木 構 築 物 用 施 工 石一 體 化於籠 wan 體 57者 ) 沿法面堆疊此單 元 59 0 1 1 藉 此 If 進 處 理 性、 施 工作業 性 0 1 i 第 32 Λ 33 圖 所 示第 20 實施形 態 顯 示 其 為 上 述 第 19實施形 ) 、線 態 之 變 形 例 〇 於 此第 20 實施形 態 中 使 用 較 短 尺 寸於棒狀 h 構 件 4來作為土木構築物用施工石1 > 其 突 出 量 亦 較短。於· 1 1 此 棒 狀 構 件 4前端部形成陽螺紋部6 0 •螺帽6 1可螺合於此 1 1 陽 螺 紋 於 此 棒 狀構 件 4前端部』墊圏62 通過螺帽6 1與自 [ 1 然 石 2之間 5 i I 另 一 方 面 籠 體57具 備覆蓋 此 篛 體 本 體 之 表 面 (上面）開 1 1 P 之 金 屬 網 製 蓋 體63 上述土 木 構 築 物 用 施 工 石 1連結於 1 1 此 蓋 體 63 〇 於 此 連結 中 ，在蓋 體 63相 對 於 籠 WJ1B 體 本 體安裝之 1 1 前 一 面 配 置 成 複數 個 上述土 木 構 築 物 用 施 工 石 1之自然 1 1 本紙張尺度適用中國國家標準（CNS > Λ4規格（210X297公釐） -31- A7 B7 五、發明説明（23) 石2覆蓋此蓋體63之表面，一面經由蓋體63之網目分別使 各棒狀構件4前端部通至内部側，墊圈62通過各前端部後 ，將螺帽61螺合，藉此連結各土木構築物用施工石1於蓋 體63。 如此，藉由蓋體63連結於篛體本體，當然與上述第19實 施形態一樣，可形成各土木構築物用施工石1與籠體57之 一體化單元，提高操作性，另外，就施工作業順序工言， 可沿 法面堆叠空的籠體本體*於其上將填石58充填於各 籠體本體内，此後則將具備有土木構築物甩施工石1之蓋 體63連結於籠體本體，於石材堆疊作業（施工）中，與上述 處理一體化單元情形相較，可盡量避免處理（搬送）重物。 就Μ上實施形態所說明之本發明包含如次情彩： (1) 就伸延構件而言，不限於直線狀者，亦使用波狀， 鋸齒狀加工製成者。 (2) 就伸延構件而言，宜使用紐構件等來代替棒狀構件4。 (3) 就板狀構件而言，使用混凝土板、鐵板、塑膠板等»......-t----J-Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 408205 A7 _B7_ V. Description of Invention (2i) (Please read the precautions on the back before filling this page) A base end portion 4 a of the rod-shaped member 4 is connected to the plate member 24. In this case, the integration of the plate member 24 and each of the natural stones 2 is applied by a connection means such as a metal element and an adhesive. This can not only reduce the number of stacking operations, achieve rapid construction, and facilitate the positioning operation in the horizontal direction. The seventh embodiment shown in FIG. 13 is a modification of the sixth embodiment. In this seventh embodiment, by the same method as the aforementioned sixth cell form, the M frame body 25 forms a plurality of side-by-side natural stones 2 into a state of being stacked in two stages, and the rod-shaped member 4 The base end portion 4 a is swingably connected to the frame body 25. This can reduce the number of salt stacking operations during construction and further improve the construction workability. In this case, the rod-shaped member 4 can be shaken relative to the frame 25, and the configuration of the rod-shaped member 4 can be freely determined. . Printed by the Employees' Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. The eighth embodiment shown in Figure 14 shows that it is a modification of the sixth embodiment. In this eighth cell form, two natural stones 2 are connected by a metal wire 26 | The base end portion 4 a of the rod-shaped member 4 can be connected to this metal wire 26 by shaking. In this case, as for the two ends of the metal wire 26 and the two natural stones, as in the first embodiment described above, mounting holes are formed in the natural stones 2 respectively, and the adhesive is injected into each mounting hole. By inserting and inserting the ends of the metal wire 26 into the mounting hole of the adhesive 2 to integrate them, of course, iron bars or the like may be used instead of the metal wire. As a result, during construction, the rod-shaped member 4 can be shaken and connected to the gold wire 26. The degree of freedom in disposing the rod-shaped member 4 is improved, and undoubtedly, a plurality of natural stones 2 are integrated and the number of stacking operations can be reduced. The natural stone 2 and other materials are used to change within the fear range of the metal wire 2δ to increase the degree of freedom of the stacking of the natural stone 2 (the Chinese national standard (CNS > Α4 specification (210X297 mm) applies to this paper size) -24—: 408201 > A7 B7 V. Description of the invention (22) Degree of freedom of position change) In addition, since two natural stones 2 are connected by a metal wire 26M, a hook portion or a base portion 4a of the rod-like member 4 may be provided. The snap ring portion is simply connected to the metal wire 26 * at the construction position. In the transportation of only two natural stones 2 connected by the metal wire 26 *, the metal wire 26 and the base end portion 4a of the rod-shaped member 4 can be connected. Of course, At this time, since only two natural stones can be transported, it is easy to hang a hook portion of a crane such as a crane on a metal wire and hook a plurality of them, and the workability of the natural stone 2 can be improved. The ninth embodiment shown in FIG. 15 Gu indicated that it is a modification of the eighth implementation. In this ninth embodiment, three natural stones 2 are connected by two natural stones 2 connected by two consecutive gold-plated wires 26, and the base end portion 4a of the rod-shaped member 4 is the same as the first embodiment described above. The method and the like are fixed to the natural stone 2 arranged at the center. This can further improve the workability of construction. In the tenth embodiment shown in FIG. 16, the base ends 4 a of the plurality of rod-like members 4 are connected with The same method as in the first embodiment is used to fix large natural stones 2 (for example, the maximum diameter is 700nini (mm) to 1000mm), which is the same as the third embodiment. The front ends 4 b of the rod-shaped members are respectively A gasket 7 is provided as a friction-increasing device. With this, even when a large-scale natural stone 2 is used, the friction force can be increased by using a plurality of gaskets 7 | The shim 7 is buried quickly to ensure the friction force, and the stacking stability of natural stone 2 can be ensured even during the construction (improved workability). In the 11th embodiment shown in Figs. 17 and 18, the metal element for installation 27 This paper size applies Chinese National Standard (CNS) A4 size (210 X 297 mm) -2 5 _ (Please read the notes on the back ^ 1 before filling out this page) -Packing. _ Thread l · '-Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs and Consumer Cooperatives 408205 A7 _ B7 V. Description of the invention (23) Mounted on the natural stone 2, this mounting metal element 27 and the base end portion 4a of the rod-shaped member 4 are connected via a connecting metal element 28 such as a snap ring. In this case, in The mounting metal element 27 and the front end portion 4a of the rod-shaped member 4 are respectively provided with ring portions 27a and 4c. The two ring portions 27a and 4c can be connected by a connecting metal element 28 such as a snap ring, and the connection mode can be released. link. With this, from the viewpoint that the retaining wall 40 suitable for construction matches the length and material (iron, stainless steel, resin, etc.) of the place where it is used, not only the rod-shaped member 4 can be changed as required, but also the rod-shaped member 4 can be opposed to each other. The natural stone 2 is shaken freely to a desired configuration state. The twelfth spring application pattern shown in FIG. 19 shows that it is a change of the above-mentioned: M. implementation state. In these twelfth embodiments, a long plate-shaped mesh body 29M is used in place of the rod-shaped member 4 and the spacer 7, and a metal element 29a for mounting is mounted on one end of the mesh body 29. The mounting metal element 29a of the mesh body 29 is connected to the mounting metal element 27 mounted on the natural stone 2 via the aforementioned connecting metal element 28 (a snap ring, etc.), and the mesh body 29 can be shaken and replaced with respect to the natural stone 2. Due to this, the mesh body 29 can ensure the frictional force of the plate surface, the mesh, etc. due to the soil and sand (backfill material), and can be appropriately selected and used from the viewpoint of length and area. In this case, instead of the mesh body 29, an iron plate, a resin plate, a valer cloth, a non-woven fabric, a stainless steel plate, or the like may be used. The 13th embodiment shown in the 20th drawing also shows that it is a modification of the 11th embodiment described above. In the thirteenth implementation state *, the coil-shaped member 30 is used instead of the rod-shaped member 4 and the gasket 7 described above, and the mounting metal element 30a is mounted on this paper. The Chinese national standard (CNS) A4 specification (2 m X 297) Mm) _ 9 _ (Please read the notes on the back before filling out this page) ------.---,-II ---- fr -----. Employees ’Consumption of Intellectual Property, Ministry of Economic Affairs Printed by the cooperative 408205 A7 B7 V. Description of the invention (24) (Please read the precautions on the back before filling out this page) One end of this coil-shaped member 30. The metal element 30a for mounting the coil-shaped member 30 is connected to the metal element 27 for mounting mounted on the natural stone 2 via a connecting metal element 28, and the coil-shaped member 30 can be shaken at the connecting portion with respect to the natural stone 2. With this, from the viewpoint of length and the like, not only can be replaced with a suitable and required coil-shaped member 30, but also the frictional force between soil and sand can be effectively increased due to the three-dimensional shape of the coil-shaped member 30. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs on the construction stone 1 for civil structures in the 14th embodiment shown in Figs. 21 and 22 * The hook metal element 31 is mounted on the natural stone 2 and a band-shaped sheet (for example, resin One end of the net, metal net, and plastic 32) is mounted on the hook metal element 31. The hook metal element 31 includes a flat ring portion 31a, and a band-shaped sheet body 32 is hooked on the ring portion 31a. The strip-shaped sheet bodies 32 are formed along the extending direction of the thin capsule groups 33 formed at regular intervals, and each thin capsule group 33 is provided with a plurality of thin capsules 34 arranged side by side in the width direction. At one end of the strip-shaped sheet body 32, a plurality of gaps M are inserted so as to correspond to the swellable portion group 35 of the thin ridge group 33. This swellable portion group 35 is a system of one end of the strip-shaped sheet body 32. After being hung on the loop portion 31a of the hook metal element 31 and folded back, one of the selected slit groups 33 is inserted, and the connection pin 36 is formed by the expanded portion group 35 inserted therethrough. Thereby, one end portion of the band-shaped sheet body 32 is connected to the hook metal element 31 * the band-shaped carcass body 32 is integrated with the natural stone 2 and extends from the natural stone 2. Therefore, in this construction stone 1 for civil structures *, it is easy to install the band-shaped sheet body 32 on the natural stone 2 and the length of this band-shaped carcass 32 can be adjusted, and installation and length adjustment operations can be performed at the construction site. In this way, the natural stone and the strip-shaped sheet 32 can be transported separately at the construction site I to prevent the strip-shaped sheet 32 from being damaged. The paper size applies the Chinese National Standard (CNS) A4 specification (210 × 297 mm) _ 27-408205 A7 B7 5. Description of the invention (25) Injury, on the other hand, gold wires and the like can be hoisted by a crane or the like through the ring portion 31a of the metal element 31, thereby transporting most natural stones 2 to the construction site. (Please read the precautions on the back before filling out this page.) In the construction stone 1 for civil structures of the 15th embodiment shown in Figures 23 and 24, use endless (ring) tape (such as iron plates, plastic Plates, resin nets, and metal nets) have an endless belt 37 that serves as both an extension member and a friction increasing device. The endless belt 37 is connected to the natural stone 2 via a connecting element 38. This type of construction stone 1 for civil structures is when the natural stone 2 is stacked (construction). * The side (plate surface) of the endless strip 37 faces the horizontal side. The endless strip of construction stone 1 for each civil structure. 37M metal wires 39 are connected and constituted. This makes it possible to increase the resistance of the endless strips 37 to the rockfill 12 and the like, and to integrate the marinated stone 1 for each civil structure to form a strong retaining wall 40 and the like. Of course, if the construction stone 1 for civil structures is used, the ring-shaped strip 37 can be used to lift most construction structures 1 with a crane or the like and transport it. Printed in the 16th embodiment shown in Figure 25 by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, artificial stone 41 made of concrete is used instead of natural stone, and the base end portion 4a of the rod-shaped member 4 is fixed here. On stone 41. In this case * The base end portion 4a of the rod-shaped member 4 is fixed in the artificial stone 41. Before the artificial stone (concrete) 4 is hardened, the base end portion 4a of the rod-shaped member 4 is buried in the concrete, waiting The concrete is hardened to achieve the integration of the artificial stone 41 and the base end portion 4a of the rod-shaped member 4, especially in this embodiment. To achieve its integrated strength (bonding strength), the base end portion of the rod-shaped member 4 After 4 hours and 7 hours, it becomes a hook shape instead of a coil shape. This paper size applies the Chinese National Standard (CNS) A4 specification (210X297mm) -28-A7 B7 V. Description of the invention (26) (Please read the precautions on the back before filling this page) Also, in this embodiment, Porous material is used as artificial stone 41, and construction stone 1 for civil structures using this material is used for the construction of bank retaining walls, etc. Structure. In the seventeenth embodiment shown in FIGS. 26 and 27, on the construction stone 1 for each of the civil structures suitable for building 40, a curled portion (ring-shaped) 15 is formed at the front end portion 4b of the rod-shaped member 4. The wire rods 51 (51a, 51b) integrate the rod-shaped members 4 through the holes 16 in the respective crimp portions Ϊ5. In this case, iron wire, stainless steel wire, metal wire, rope, etc. are used as the wire material 51a. As shown in FIG. 26, the wire liner 51a passes through the crimped portions 15 longitudinally, and as shown in FIG. 27, the wire material 51b passes horizontally. Each curled portion 15. At this time, the wire material 51 is preferably adapted to pass through each of the curled portions 15 only, but it is preferable to bind it to each of the curled portions 15. Each rod-shaped member 4 is connected to the proximal end side of each rod-shaped member 4 using a wire 52 (52a, 52b). Even in this case, iron wire, non-steel wire, metal wire, rope, etc. are used as the wire material 52, as shown in FIG. 26, which is tied to each rod-shaped member 4 in the longitudinal direction, as shown in FIG. 27. , Which is tied to each rod-shaped member 4 in the transverse direction. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs In this way, the integration of construction stones 1 for various civil structures is enhanced, and the retaining wall 40 can be extremely strong. In the eighteenth embodiment shown in FIGS. 28 to 30, the construction stone 1 for the civil structures is a natural stone 2 attached to the base end portion of the rod-shaped member 4, and the connecting element 53 is provided at the front end portion of the rod-shaped member 4. For the constituent, in this embodiment, the connecting element 53 includes a curled portion (ring portion) 15, K formed at the front end portion of the rod-like member 4, and a retaining ring 54 (metal elements 54a, M, and U that are substantially U-shaped). The size of the insert paper is applicable to the Chinese National Standards (CNS) A4 specification (210X297 mm) ~-40Q2Qd A7 B7 V. Description of the invention (27) Pass the hole 16 of the curled portion 15 across the slightly U-shaped gold drawer element 54a consists of two connecting rods (snap rings 54) connected to M at the ends. --'- ^ 1-. I Taxi II C (Please read the notes on the back before filling out this page) Use this kind of construction stone for civil structures again. Firstly, a mesh body 56 having a support stand 55 and the support stand 55 standing up is prepared in advance, and the support body 55 is placed at the construction position to raise the mesh body 56 up. In this case, a solid object such as a welded metal mesh is used as the mesh body 56m. The support base 55 is made of concrete. When the support base 55 is placed, it becomes a weight fixture, and the mesh body 56 is erected in an inclined state. Next, the natural stones 2 of the construction stones 1 for each civil structure are sequentially stacked on the front side of the mesh body 56 and the rod-shaped members 4 ′ of each construction stone 1 for the civil structure are arranged in parallel through the connecting element 53. A front end portion of each of the rod-shaped members 4 is connected to a mesh body 56 (only a part of which is shown in FIGS. 29 and 30). In this case, the mesh body 56 is used as a friction increasing device which is common to the construction stone 1 for a plurality of civil structures, and it is not necessary to prepare a large number of the mesh body 56. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. The front end of each rod-shaped member 4 is connected to the mesh body 56 by the mesh structure of the mesh body 56 and the retaining ring 54 of the connecting element 53. , Link adjustment (height, lateral position adjustment, etc.). Therefore * significantly improves workability. And even if such a construction is carried out, every time a pile of construction stones is used for each civil structure, 13 are filled with earth and sand, etc., and a mesh body 56> rod-shaped member 4 is buried in earth, sand, etc. 1. In the 19th quality application form shown in FIG. 31, the same construction stone 1 for civil structures as in the 18th embodiment described above is used * The construction stone 1 for such civil structures is connected to a cage 57 which is a fixed weight * Building retaining wall The paper size applies the Chinese National Standard (CNS) A4 size (2! 0X297 mm) -3 0 ~ A7 B7 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of invention (28) 1 1 40 〇1 1 That is, the whole of the cage 57 is made of metal mesh into a rectangular shape. 1 1 is filled with filling stones 58 as a filler. Such cages 57 are sequentially stacked along the surface. (At the construction position) becomes a weight fixation object 0 阋 ik 1 back 1 and each of 4¾1 aw questions 57, 1 of the rod-shaped surface of pickled stone 1 for each civil structure 1 Note 1 The front end of the component 4 is from the cage 5 The surface extends laterally and internally through the connecting elementary fist 1 and:! 53 are connected respectively On the bottom side of the cage 57 are gold nets 9 and various civil structures $ Η The natural stone 2 of the X stone 1 is used to cover the entire BUB body of each cage to form a retaining wall. The wall surface of this page is 1 40. 〇1 | In this 19th embodiment, when the retaining wall 40 is constructed, the soil 1 of the soil 1 for the wooden structure X stone 1 and the carcass 57 of the filling stone 58 constitute the unit 59 (the soil 1 for the wooden structure for the wooden structure is integrated) 57 in the cage wan body) Stack this unit along the normal surface 59 0 1 1 Use this if for processing, construction workability 0 1 i No. 32 Λ 33 The 20th embodiment shown in the figure shows that it is the 19th embodiment described above ), Modifications of the linear form. In this twentieth embodiment, a shorter size of the rod-shaped h member 4 is used as the construction stone 1 for civil structures, and its protruding amount is also short. Yu · 1 1 The front end of the rod-shaped member 4 forms a male threaded portion 6 0 • The nut 6 1 can be screwed here 1 1 The male thread is at the front end of the rod-shaped member 4 "pad 圏 62 through the nut 6 1 and from [1 Natural stone 2 5 i I On the other hand, the cage 57 is provided with a metal mesh cover 63 covering the surface of the carcass body (upper surface) and opening 1 1 P. 63 The above-mentioned civil structure is connected with 1 1 by the construction stone 1 Lid 63 〇 In this connection, 1 on the front side of the lid 63 relative to the cage WJ1B body is installed as a plurality of construction stones 1 for the above-mentioned civil structures. 1 Natural 1 1 This paper size applies to Chinese national standards (CNS & gt Λ4 specification (210X297mm) -31- A7 B7 V. Description of the invention (23) Stone 2 covers the surface of this cover 63, and the front end of each rod-shaped member 4 is passed to the inner side through the mesh of the cover 63 After the washer 62 passes through the front end portions, the nut 61 is screwed together, thereby connecting the construction stone 1 for each civil structure to the cover body 63. In this way, the cover body 63 is connected to the carcass body, of course. In the same manner as the nineteenth embodiment, an integrated unit of the construction stone 1 for each civil structure and the cage 57 can be formed to improve the operability. In addition, according to the construction operation order, an empty cage body can be stacked along the normal surface. Filling stone 58 is filled in each cage body, and thereafter, a cover body 63 equipped with construction stone 1 and construction stone 1 is connected to the cage body, and is integrated with the above processing unit in the stone stacking operation (construction). Compared with the situation, it is possible to avoid handling (carrying) heavy objects as far as possible. The invention described in the above embodiment includes the following features: (1) As far as the extension member is concerned, it is not limited to straight ones, but also uses wave shapes. (2) For extended members, it is better to use button members, etc. instead of rod-like members 4. (3) For plate-like members, use concrete plates, iron plates, plastic plates, etc.
I 種種來代替墊片ΐ。 (4) 就支持樁17而言，使用鐵筋製、混凝土製、塑膠製 等物品。 (5) 於棒狀構件基端部外周彤成陽螺紋6Κ增大结合面積。 (6) 使用混凝土廢棄物等廢棄物於裏填材科。 (7) 捲曲部15之孔16之形狀不限於圓彤，亦包含橢圓、 矩形等非圓彤。 (8) 於製造第3實施形態之土木構築物用胞工石1中•預 本紙浪尺度適用中國國家標準（CNS ) Λ4規格（210Χ 297公釐） (請先閣讀背面之注意事項再填寫本頁) .裝- 訂 經濟部智慧財產局員工消費合作社印製 32 經濟部智慧財產局員工消費合作社印製 40B205 _ B7 五、發明説明（3〇) 先將墊片7插通棒狀構件4，此後則將棒狀構件4之基端部 4a安裝（黏著）於自然石（安裝孔3)。 · (9) 於土木構築物及其施工中，分別安裝各土木構築物 用施工石1中棒狀構件4前端部於共通之支持構件（支持樁（ 例如鐵筋））（例如，直接或使用固定器等連結金屬元件連 結棒狀構件與支持構件，於棒狀構件4前端部形成捲曲部 情形下*來回插通共通支持樁於各捲曲部15之孔16» (10) 於各實施形態中，使用人造石41來代替自然石2。 又，本發明目的並不限於所闡明者，亦隱然在於提供對 應於就實質上較佳或優點所載者。 圖式之簡單說明 第1圖係說明第1茛施形態之河川護岸之說明圖。 第2圖係顯示第1實施形態之土木構築物用施工石之斜視 圓0 第3圖係顧示第1質施形態之土木構築物用施工石之側視 圖。 第4圖係第1實施形態之土木構築物用施工石之製造工程 說明圖。 第5圖係第4圖之製造工程之後鑛製造工程說明圖。 第6圖係第5圖之製造工程之後缡工程說明圖。 第7圖係顯示第2實施彤態之土木構築物用施工石之斜視 圖。 第8圖係顯示第2實施形態之土木構築物用施工石之較佳 使用態樣說明圖。 本紙張尺度適用中國國家標) A4規格（210X297公釐） _ 33 — ''Γ . ) > I--------‘——裝------訂-----,^G 線 (請先閱讀背面之注意事項再填寫本頁) 408205 A7 B7 五、發明説明ϊ) 第9圖係顯示第3實施形態之土木構築物用施工石之斜視 圖。 第10圖係顯示第4實施彤態之土木構築物用施工石之側 視圖。 第11圖係說明第5實施形態之河川護岸（土木構築物用施 工石）之說明圖。 第12圖係顯示第6實施形態之土木構築物用施工石之斜 視圖。 第13圖係顯示第7實施形態之土木構築物用胞工石之斜 視圖。 第14圖係顯示第8實施形態之土木構築物用施工石之斜 視圖。. 第15圖係顯示第9實施形態之土木構築物.用施工石之斜 視圖。 第16圖係顯示第10實施形態之土木構築物用施工石之斜 視圖。 第17圖係說明第11簧施彩態之擋土牆（土木構築物用施 工石）之說明圖。 第18圖係顧示第11簧施肜態之土木構築物用施工石之斜 視圖。 第19圖係顧示第12實胞形態之土木構築物用施工石之斜 視圖。 第2 0圖係顯示第1 3實施形態之土木構築物用施工石之斜 視圖。 本紙張尺度適用中國國家標準（CNS ) Α4規格（210X297公釐） - 3 4 - (請先閲讀背面之注意事項再填寫本頁) 「裝丨---^--訂------}|·,線 經濟部智慧財產局員工消費合作社印製 A7 B7 經濟部智慧財產局員工消費合作杜印製 五、發明説明（3含 第21圖係顯示第14實施形態之土木構築物用施工石之平 面圖。 第22圖係顯示第14實施彤態之土木構築物用施工石之側 視圖。 第23圖係說明第15實施形態之擋土牆（土木構築物用施 工石）之說明圖。 第24圖係平面說明第23圖之擋土牆（土木構築物用施工 石）之說明圖。 第25圖係顯示第16實施形態之土木構築物用施工石之斜 視圖。 第26圖係說明第17實施形態之擋土牆（土木構築物用施 工石）構造之部份縱剖視圖。 第27圖係平面說明第17實施形態之擋土牆（土木構築物 用施工石）構造之說明圖。 第28圖係顯示第18實施形態之土木構築物用施工石之斜 視圖。 第29圖係說明第18實施形態之土木構築物用施工石使用. 情形之說明圖。 第30圖係說明第18實施形態之土木構築物用施工石使用 情形之放大說明圖。 第31圖係說明第19實施形態之擋土牆（土木構築物用施 工石）構造之縱剖視圖。 第32圖係顯示第20實胞形態之土木構築物用施工石之圖 式0 本紙&尺度適用中國國家標準（CNS ) A4規格（210X 297公釐） -35~1 (請先閱讀背面之注意事項再填寫本頁) .裝. 訂 -線.I replace the gasket ΐ. (4) As for the supporting pile 17, articles made of iron bars, concrete, plastic, etc. are used. (5) At the base of the rod-shaped member, a male thread 6K is filled with a male screw 6K to increase the bonding area. (6) Use waste such as concrete waste in the Internal Filling Section. (7) The shape of the hole 16 of the curled portion 15 is not limited to round shapes, but also includes non-round shapes such as ellipses and rectangles. (8) In the manufacture of cellular engineering stone 1 for the construction of the third embodiment • The pre-printed paper scale is applicable to the Chinese National Standard (CNS) Λ4 specification (210 × 297 mm) (please read the precautions on the back before filling in this Page). Packing-Printed by the Consumers 'Cooperative of the Intellectual Property Bureau of the Ministry of Economics 32 Printed by the Consumers' Cooperative of the Intellectual Property Bureau of the Ministry of Economics 40B205 _ B7 V. Description of the invention (30) First insert the gasket 7 through the rod-shaped member 4, Thereafter, the base end portion 4a of the rod-like member 4 is mounted (adhered) to the natural stone (mounting hole 3). · (9) For civil structures and their construction, install the supporting members (supporting piles (such as iron bars)) at the front end of the rod-like member 4 in the construction stone 1 for each civil structure separately (for example, directly or using a fixture) The connecting metal element is used to connect the rod-shaped member and the support member, and when a crimped portion is formed at the front end of the rod-shaped member 4 * A common support pile is inserted back and forth through the holes 16 of each crimped portion 15 (10) In each embodiment, it is used Artificial stone 41 instead of natural stone 2. In addition, the purpose of the present invention is not limited to those clarified, but also implicitly to provide corresponding to those contained in terms of substantially better or advantages. Brief Description of the Drawings Figure 1 illustrates the first An illustration of a river bank revetment in the form of buttercups. Figure 2 is a squint circle of the construction stone for the civil structure of the first embodiment. Figure 3 is a side view of the construction stone for the civil structure of the first quality application. Fig. 4 is an explanatory diagram of the manufacturing process of the construction stone for the civil structure of the first embodiment. Fig. 5 is an explanatory diagram of the mine manufacturing process after the manufacturing process of Fig. 4. Fig. 6 is an after-production process of the manufacturing process of Fig. 5. Say Illustrated drawing. Figure 7 is a perspective view showing a construction stone for a civil structure in the second embodiment. Figure 8 is an explanatory diagram showing a preferred use state of the construction stone for a civil structure in the second embodiment. This paper scale Applicable to Chinese national standard) A4 specification (210X297 mm) _ 33 — '' Γ.) ≫ I --------'—— Installation ------ Order -----, ^ G Thread (Please read the precautions on the back before filling out this page) 408205 A7 B7 V. Description of the Invention ϊ) Figure 9 is an oblique view showing the construction stones for civil structures of the third embodiment. Fig. 10 is a side view showing a construction stone for a civil structure in the fourth embodiment. Fig. 11 is an explanatory diagram illustrating river bank protection (construction stones for civil structures) according to the fifth embodiment. Fig. 12 is a perspective view showing a construction stone for a civil structure according to a sixth embodiment. Fig. 13 is an oblique view showing a cellular stone for a civil structure according to a seventh embodiment. Fig. 14 is a perspective view showing a construction stone for a civil structure according to an eighth embodiment. Fig. 15 is an oblique view showing a civil structure and a construction stone of the ninth embodiment. Fig. 16 is a perspective view showing a construction stone for a civil structure of the tenth embodiment. Fig. 17 is an explanatory diagram illustrating a retaining wall (applied stone for civil structures) in the 11th spring colored state. Fig. 18 is an oblique view of the construction stone used for the civil construction of the 11th spring. Fig. 19 is an oblique view of a construction stone for a civil structure in the form of a twelfth cell. Figure 20 is an oblique view showing the construction stones for civil structures of the 13th embodiment. This paper size applies to China National Standard (CNS) Α4 specification (210X297 mm)-3 4-(Please read the precautions on the back before filling out this page) "Packing 丨 --- ^-Order ------ } | ·, Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 B7 printed by the consumer ’s consumer cooperation of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (3 including the 21st figure is a construction stone for the 14th embodiment of the civil engineering structure Figure 22 is a side view showing a construction stone for a civil structure in the 14th embodiment. Figure 23 is an explanatory diagram illustrating a retaining wall (a construction stone for a civil structure) in a 15th embodiment. Figure 24 It is an explanatory view of a retaining wall (construction stone for civil structures) in Fig. 23 of the plane. Fig. 25 is an oblique view showing the construction stone for civil structures in the 16th embodiment. Fig. 26 is an illustration of the 17th embodiment. A longitudinal sectional view of a part of the structure of a retaining wall (construction stone for civil structures). Fig. 27 is a plan view illustrating the structure of a retaining wall (construction stone for civil structures) of the seventeenth embodiment. Fig. 28 shows 18 Civil engineering A perspective view of a construction stone for a building. FIG. 29 is an explanatory diagram illustrating the use of the construction stone for the 18th embodiment. FIG. 30 is an enlarged view illustrating the use of the construction stone for the 18th embodiment. Figure 31 is a longitudinal sectional view showing the structure of a retaining wall (construction stone for civil structures) of the 19th embodiment. Figure 32 is a drawing showing the construction stone for civil structures of the 20th cell type. 0 Paper & Dimensions are applicable to China National Standard (CNS) A4 specifications (210X 297 mm) -35 ~ 1 (Please read the precautions on the back before filling this page). Packing. Order-line.
第3 3圖係說明第2 0實施形態之擋土牆（土木構築犓甩施 工石）構造之縱剖視圖。 元件編號之說明 煩請委員明示^年ίχ^7<Γ1曰所提之 修.正冰有無變更實贺内容是否准予修正0. 經濟部智慧財產局員工消費合作社印製 1 2 3 4 4a 4b 4 c 5 6 7 7 a 7b 10 11 12 13 14 15 16 17 21 土木構築物用施工石 自然石 安裝孔 棒狀構件 基端部 前端部 環部 黏著劑 陽螺紋 墊Η 墊片板面 孔 護岸 河川 充填填石 土砂等 符號 捲曲部 捲曲部之孔 支持樁 線材 (請先閱讀背面之注意事項再填寫本頁) 1(¾^--------訂-------_ ·線 Μ氏張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） -36 - 修正頁 ^08,205 A7 B7 五、發明說明（34) 經濟部智慧財產局員工消費合作社印製 21a. _. i福 部 21b 另 一 端 部 22 g 然 石 (摩擦力增大裝置） 23 混 凝 土 塊 24 板 件 25 框 體 26 金 屬 線 27a 環 部 28 連 結 金 屬 元 件 29 網 體 29a 金 屬 元 件 30 線 圈 狀 構 件 30a 金 屬 元 件 31 掛 飽 金 屬 元 件 31a 扁 平 狀 環 部 32 帶 狀 片 材 33 细 縫 群 34 複 數 细 縫 35 可 膨 出 部 群 36 連 結 銷 37 環 狀 帶 材 38 連 結 元 件 39 金 屬 線 40 擋 土 牆 --------------------訂---------線. (請先閱讀背面之注意事項再填窝本頁) 木紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 37 修正頁 經濟部智慧財產局員工消費合作社印製 408205 五、發明說明（35) 41 .人 造 石 5 1 線 材 51a 線 材 51b 線 材 5 2 線 材 52a 線 材 52b 線 材 53 連 結 元 件 54 卡 τΐηί 壞 54a 略 U字狀金屬元件 5 4b 連 結 棒 55 支 持 台 56 網 狀 體 57 籠 體 5 8 填 石 59 m 元 60 陽 螺 紋 部 1 2 3 6 6 6 帽圏體 螺墊蓋 --------訂---------線· (請先閱讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 修正買Fig. 33 is a longitudinal sectional view illustrating the structure of a retaining wall (a civil engineering construction stone) of the 20th embodiment. Members are requested to indicate the revision of the year ^ χ ^ 7 < Γ1. Please refer to the amendments mentioned above. Whether Zhengbing has changed the content of the congratulations whether the amendment is allowed to be printed. 5 6 7 7 a 7b 10 11 12 13 14 15 16 17 21 Construction stone for civil structures Natural stone installation hole Rod-shaped member Base end Front end ring Adhesive male thread pad Η Gasket plate face Revetment River filling Stone and sand Equal symbol curled part of the curled part of the hole to support the pile wire (please read the precautions on the back before filling in this page) 1 (¾ ^ -------- Order -------_ · Wire M's sheet Standards are applicable to China National Standard (CNS) A4 specifications (210 X 297 mm) -36-Revised page ^ 08,205 A7 B7 V. Description of invention (34) Printed by the Intellectual Property Bureau Staff Consumer Cooperatives of the Ministry of Economic Affairs 21a. _. I 福 部21b 22g ranite at the other end (friction increasing device) 23 Concrete block 24 Plate 25 Frame 26 Metal wire 27a Ring 28 Connecting metal element 29 Mesh 29a Metal element 30 Coil member 30a Metal element 31 Hanging metal elements 31a Flat ring 32 Band sheet 33 Slit group 34 Multiple slits 35 Swellable group 36 Link pin 37 Loop strip 38 Link element 39 Metal wire 40 Retaining wall --- ----------------- Order --------- line. (Please read the precautions on the back before filling in this page) Wood paper size applies Chinese national standards (CNS) A4 specification (210 X 297 mm) 37 Revised page Printed by the Intellectual Property Bureau of the Ministry of Economy Employees' Cooperatives 408205 V. Description of invention (35) 41. Artificial stone 5 1 Wire 51a Wire 51b Wire 5 2 Wire 52a Wire 52b Wire 53 connecting element 54 card τΐηί bad 54a slightly U-shaped metal element 5 4b connecting rod 55 support platform 56 mesh body 57 cage 5 8 stone filling 59 m yuan 60 male thread 1 2 3 6 6 6 cap screw body screw Cushion cover -------- Order --------- Line · (Please read the precautions on the back before filling this page) This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) modified buy