201231761 六、發明說明： 【發明所屬之技術領域】 本發明係提供一種綠建築環保透水、排氣人工運動場 施工方法及其結構。 【先前技術】 '邇來氣候異常，聖嬰及反聖嬰現象帶來了百年週期之 暴雨、洪水入侵各種人工運動場所，而所謂的人工運動場 即係以PU或合成橡膠或塑膠人工草製成的原料、橡膠顆 粒面層、壓克力面層、塑膠人工草面層，鋪設於預定作為 運動場、球場、跑道的區域地面其原有的瀝青混凝土或是 鋼筋混凝土地面，當人工運動場所在泡水、淹水後，其所 有跑道及其面層在淹水退後因泡水過久，又受日照幅射升 溫，致使内部水氣無法排出，而使人工運動場所面層突起 或皺折而呈波浪狀無法使用，必須拆除重新施作所費不 貲，究其原因乃是該人工運動場所，無法向下排水及向上 排氣（水氣），即無法呼吸之故也。 雖然人工運動場使用時不會有習用塵土飛揚或是滿地 泥濘的情形，但是它缺乏綠建築功能，於該場地更新時， 其廢棄物難以處理；人工運動場除了容易因為濕滑而產生 意外發生以外，更容易導致跑道因而膨脹、變形甚至提早 損壞，影響跑道的使用功能與壽命；而目前所知的人工運 動場、球場跑道結構大致相同，而係概分為具有一原土壤 201231761 層、一級配層、一遞青混凝土層（AC層）或一混凝土層以及 一人工運動場面層，其主要之施工方法大致如下： (1) 原土壤層：先將原有土壤層（路基、路床）依設計之 高程整平，再以滾壓機夯實至壓密度壓為95%以上； (2) 鋪設級配層：再將砂質碎石級配或山土質碎石級配 (基層），依設計厚度，鋪設於原土壤層上面整平，同樣再 以滚壓機夯實至壓密度壓為95%以上； (3) 混凝土層，大致有二種： (3-A)瀝青混凝土層：於該碎石級配層上，先行灑一層 乳化瀝青底油，接著用鋪裝機第一次將粗粒料瀝青混凝土 鋪於該底油上，然後於該粗粒料瀝青混凝土上灑瀝青黏 層，再用鋪裝機第二次將細粒料瀝青混凝土鋪於該粗粒料 瀝青混凝土上，並進行整平與夯實至壓密度為95%以上； (3-B)鋼筋混凝土層：某些地區因無法以瀝青混凝土鋪 設，則只好以鋼筋混凝土層代替；其先以防潮塑膠布鋪設 於碎石級配層上，再用鋼筋混凝土依設計高程及坡度鋪築 於該防潮塑膠布上； (4) 人工運動場面層，因為採用的材料不同而可分成 五種： (4-A)PP塑膠人工草面層：以PP塑膠製成之塑膠人工 草，用膠粘著於前述之混凝土層上，再以玻璃砂（矽砂）填 補於塑膠人工草縫隙間； 201231761 (4-B)合成橡膠面層：用天然橡膠與其它材料合成一整 捲之合成橡膠彈性面層，用膠粘著於前述之混凝土層上； (4-C) PU面層：用液態狀PU材料（或拌合顆粒狀PU 材）分層施作於前述之混凝土層上，最頂層再以顆粒狀PU 材鋪設之； (4-D)橡膠顆粒面層：以顆粒狀PU材或橡膠顆粒材加 膠水拌合鋪設於前述之混凝土層上，最頂層以其它材料整 平及止滑； (4-E)壓克力面層··係以壓克力漆與其它材料合成後塗 著於前述之混凝土層上； 所述（1)原土壤層之單元，如果人工跑道下方是一地下 建築物，該地下建築物屋頂上方具有一混凝土層無法透 水，因此，亦需要其他之工法來解決。 以上所述之所有習用人工運動場、球場跑道，並具有 下列之缺點： 一、 習用人工運動場、球場跑道的瀝青混凝土層或鋼 筋混凝土層，配合不透水之人工運動場材料，致使内部水 氣無法排出，而使人工運動場所面層突起或皺折而呈波浪 狀無法使用，除了耗能而且不具減碳效用外，雨水無法透 過含有柏油之瀝青混凝土層而滲回地下，且瀝青材料具污 染，不符合環保概念； 二、 習用的人工運動場、球場的跑道施工耗時費力， 201231761 材料不符合減碳節能之要求；而合成橡膠面層、PU面層、 橡膠顆粒面層以及壓克力面層等不但透水性不夠理想，無 法向下排水及向上排氣（水氣），而且材料與能源之耗費亦 高，同樣未達減碳節能之標準。 【發明内容】 本發明之一目的即在於提供一種綠建築環保透水、排 氣人工運動場施工方法及其結構，可增加透水及排氣功能 及水土保持，並且不會造成環境污染，符合環保概念者。 本發明之一目的係在於提供一種綠建築環保透水、排 氣人工運動場施工方法及其結構，其利用回收材料再利 用，可節省材料與施工成本及避免能源之耗費，具減碳與 節能功效者。 本發明之一目的在於提供一種綠建築環保透水、排氣 人工運動場施工方法及其結構，具有快速導引巨大之暴 雨、淹水至一排水系統或原土壤層。 可達成上述發明目的之本發明施工方法包括： (A) 先將人工運動場區域地面原有的地上層，依設計之 高程整平並夯實，形成一具預定壓密度標準之地上層後； (B) 以回收石礫或清碎石或砂粒鋪設於該地上層上，利 用機具夯實，並迅速喷灑一黏著劑於該夯實之石礫層上， 當該黏著劑凝固結合石礫之搭接處，石礫間所餘下之間隙 6 201231761 形成複數孔隙，而完成該支撐固化透水層； (C) 以回收橡膠或回收PU或人工橡膠製成預定篩號大 小之顆粒加上黏著劑拌合後，均勻鋪設於前述之該支撐固 化透水層上，形成一多孔且可透水之一彈性透水整平層； (D) —透水面層，該透水面層結合於該彈性透水整平層 上側。 該透水面層較佳者係選自具透水性之塑膠人工草，或 具透水性之PU或透水樹脂面層、橡膠跑道或橡膠顆粒跑 道等之任一種，較佳者該透水樹脂面層係與彈性透水整平 層一體成形。 較佳者，該回收石礫係選自回收混凝土石礫、各種無 毒性廢料石礫或清碎石或砂粒之任一種，局部或全部結合 一黏著劑， 該支撐固化透水層所使用之黏著劑包含水泥漿、水泥 砂漿、多孔隙混凝土、水泥漿及樹脂之混合物、水泥漿及 樹脂及海菜粉之混合物、水泥砂漿及樹脂之混合物、水泥 砂漿及樹脂及海菜粉之混合物、水泥漿及海菜粉之混合 物、水泥砂漿及海菜粉之混合物、聚胺酯樹脂 (POLYURETHANE)、溶化之壓克力漿或熱熔瀝青之任一 種，用以對多數回收石礫或清碎石或砂粒搭接處結合凝 固，該石礫或清碎石或砂粒間剩餘之孔係可以排水，且成 本低廉。 201231761 該回收橡膠顆粒或回收pu顆粒或人工橡膠賴教所使 用之黏著劑包含樹脂之混合物、樹脂及海菜粉之渑合物、 聚胺酯樹脂(POLYURETHANE)、溶化之壓克力漿或熱熔瀝 青之任一種，其具有適當黏稠度凝固時間較長，對施工浐 序之時間延緩可以配合及克服，該黏著劑結合於該些回= 橡膠顆粒或回收PU顆粒或人工橡膠顆粒搭接處結合凝 固，顆粒間剩餘之孔隙可以排水，且成本低廉。 〇/ 較佳者，該地上層上方更鋪設以砂質或山土質碎石級 配、或清碎石依設計厚度整平、並㈣至具喊壞密度標 準之透水之碎石、級配層或清碎石層，該碎石、級配層气、、主 碎石層上側結合該支撐固化透水層。 曰—'月 本發明進-步於該土壌層或支樓固化透水層、碎 配層’結合有至少-透排水管，該透排水管表面具有複數 孔隙，用以快速導引巨大之暴雨、淹水至一排水系統戈， 土壤層。 ’-原 所述(Α)之地上層包含原土壌層或碎石濾水層或紅磚 籾層或碎石遽水層與原土壞層組合之任一種，因為卷人 跑道下方是一地下建築物，該地下建築物屋頂上方具有一 混凝土層無法透水，因此，本發明將該地上層一般所採用 之原土壤層利用一碎石濾水層鋪設所取代，將該碎石濾水 層鋪設於地下建築物上方之混凝土層上側。並埋設所述之 透排水管至該碎石濾水層内部或該原土壌層或級配層内部 8 201231761 (例如支撐固化透水層、碎石級配層），將人工運動場之積 水藉由該透排水管引流至一原土壤層或一外部排水系統， 以解決建築物上方人工運動場無法排水之問題。 進一步，本發明更結合一黏著層於該彈性透水整平層 局部上，該黏著層局部黏著該彈性透水整平層及該透水面 層，藉以該透水面層與該彈性透水整平層局部結合，而該 兩層之間所剩餘之主要空間用於透水、排氣。 藉此，本發明與習用比較，具有良好透水、排氣之功 效，可以將暴雨、淹水迅速導引致原土壤層或其他排水系 統，其利用回收的橡膠及石礫予以再利用，可節省材料與 施工成本及避免能源之耗費，具減碳與節能功效者，及增 進彈性、止滑，提供使用者舒適之運動跑道、球場，並且 不會造成環境污染，可減低運動場所或學校室外溫度，符 合環保概念者。 【實施方式】 請參閱第1及2及3圖所示，本發明提供之一種綠建 築環保透水、排氣人工運動場施工方法，係於預定要鋪設 本發明之人工運動場10上，依照本發明之方法製作形成， 所述之人工運動場例如一般運動場、球場、跑道等，本發 明施工方法包括： (A)係將人工運動場區域地面原有的地上層1，依設計 之高程整平並夯實，形成一具預定壓密度標準之一地上層 201231761 1 ; (B) 以回收石礫或清碎石或砂粒110鋪設於該地上層1 上，利用機具夯實，並迅速喷灑一黏著劑（圖中未示）於該 夯實回收石礫或清碎石或砂粒110之上側，當該黏著劑凝 固結合該回收石礫或清碎石或砂粒110之間的搭接處，回 收石礫或清碎石或砂粒110間所餘下之間隙形成複數孔隙 114，而完成本發明可透水、排氣之支撐固化透水層11 ; (C) 以回收橡膠或回收PU或人工橡膠製成預定篩號大 小之顆粒加上黏著劑（圖中未示）拌合後，均勻鋪設於前述 之該支撐固化透水層11上，形成一多孔且可透水之一彈性 透水整平層13 ; (D) —透水面層15，該透水面層15結合於該彈性透水 整平層13上侧。 上述之支撐固化透水層11、彈性透水整平層13於施 作之過程中，其中該各單元之黏著劑（圖中未示）互相凝固 結合所述之支撐固化透水層11、彈性透水整平層13、透水 面層15，並同時保持透水、排氣功能。 前述(A)項於本發明之一實施例（請參閱第4、5圖）， 所述(A)之地上層1包含原土壤層1A或碎石滤水層1B或 紅磚粉層或碎石濾水層1B與原土壤層1A之組合之任一 種， 所述之地上層1如係為原土壤層1A，必須先將預定要 201231761 鋪設本發㈣叙人工料場㈣域地 計之高程予以整平，接著再 ’、有土壤，依設 財接者再κ袞㈣夯實 佳者必須壓至95%以上為準之原土壤層u。㈣在度較 前述(B)項，該方法(b)其施工係以回收 或砂粒uo鋪設於該原土壤層1Ajl，利 實^ 速喷灑一黏著劑（圖中未示)於該夯實之石 者劑賴結合該回收石蝶或清碎石切粒11G之間搭接 處，回收石礫或清碎石或砂粒 _隙丨14 所餘下之間隙形成複 數子隙Η，而元成本發明可透水、排氣之支樓固 層U。 該回收石礫係選自回收混凝土石蝶、各種無毒性廢料 石蝶之任—種或利料碎石或砂粒，局部或全部結合黏著 劑（圖中未示），該支相化透水層11所使狀黏著劑包含 水泥聚、水泥”、多孔隙混凝土、水泥！及樹脂之混合 物、水泥漿及樹脂及海菜粉之混合物、水泥砂漿及樹脂之 ，合物、水泥砂t及樹脂及海菜粉之混合物、水泥漿及海 菜私之W 5物”JC泥砂|及海菜粉之混合物、聚胺醋樹脂 (POLYURETHANE)、溶化之壓克力R或熱熔瀝青之任一 種，用以對多數回收石礫或清碎石或砂粒11()或碎石搭接 處結合凝固，該回收石礫或清碎石或砂粒11〇或碎石間剩 餘之孔隙可以排水。 前述之黏著劑如係採用水泥漿或水泥砂漿，其中所加 201231761 入之水分在於讓水泥漿或水泥砂漿具有適當之稠度，結合 於5亥些回收石礫或清碎石或砂粒110搭接處結合凝固，該 回收石礫或清碎石或砂粒110間剩餘之孔隙可以排水，且 成本低廉。 该多孔隙混凝土係為一種半乾拌之混凝土態樣，相對 於一般之混凝土其混合之水分較少，結合於該些回收石礫 或清碎石或砂粒110搭接處結合凝固，該回收石蝶或清碎 石或砂粒110間剩餘之孔隙可以排水，且成本低廉。 相對於一般水泥或混凝土早期之初凝所帶來之施工 限制與不便，所述之樹脂、溶化之壓克力裝或熱炼遞青具 有適當黏稠度，其凝固時間較長，對施工程序之時間延緩 可以配合及克服，而可以成為本發明之優良黏著劑；而水 泥聚及樹脂之混合物、水泥製及樹脂及海菜粉之混合物、 水泥砂聚及樹脂之混合物、水泥砂聚及樹脂及海菜粉之混 合物、水泥榮及海菜粉之混合物、水泥砂聚及海菜粉之混 合物恰當地給予回收石蝶或清碎石或砂粒110之間能形成 透水孔m，因此本發明對於水分及樹脂或海菜粉之調配， 相對-般之水泥砂襞是屬於半乾拌之態樣，其中該樹脂或 海菜粉可以混合延緩水泥聚或水泥砂聚之初凝時間，:控 制適當之减，結合於該些回收石礫或清碎石或砂粒ιι〇 搭接處結合凝固’該回收石礫或清碎石或砂粒ιι〇間剩餘 之孔隙可以排水，且成本低廉。 12 201231761 本發明之黏著劑易於噴灑在該些回收石礫或清碎石或 石）粒110上，流動性控制在可以讓機具喷出即可，適當的 乾燥收縮料該些时巧或料^或砂粒11G之搭接 處’並讓回收石碟或清碎石或砂粒110間之其他剩餘孔隙 114不被該點著劑覆蓋，形成優良之排水孔，且工序迅速、 簡便，可以大量節省時間及成本。 該方法⑻其施作方式可以選擇—次或經多次重複舖 設夯實这支樓固化透水層u，及對應配合一次或多次喷灌 忒黏著劑於4回收石礫或清碎石或砂粒11〇之局部或全 部’以完成支標固化透水層η。 該地上層1 _L方進一步更鋪言支以砂質或山土質之碎石 級配層或清碎石層12依設計厚度整平，並夯實至具預定壓 密度裇準之碎石級配層或清碎石層12，該碎石級配層或 清碎石層12經由夯實上側並結合於該支撐固化透水層n 下方，於本發明可以承受車輛等較大重量之重壓，用以防 土本發明整體所組成的透水結構功能受外力重壓而破壞及 增進排水功能。 則述(C)項於該支撐固化透水層丨丨完成後，並鋪設一 具適當厚度之彈性透水整平層13，該彈性透水整平廣13 上係以回收廢棄之輪胎、橡膠、叩料、人工橡朦等先行絞 碎後製成具預定筛號大小之複數顆粒，而以該等顆粒加上 黏著劑均勻拌合後鋪設於該支咖化透水層n上，以預定 13 201231761 大小、顆粒狀之橡膠顆粒所構成之該彈性透水整平層π， 形成多孔性而可以供水滲透或排出内部蒸氣，並增加本發 明彈性； 該彈性透水整平層13,係以回收輪胎、人工橡膠顆粒、 回收PU顆粒加上黏著劑均勻拌合，均勻舖設粘著於該支撐 固化透水層11並且結合，可增加彈性。 該回收橡膠顆粒或回收PU顆粒或人工橡膠顆粒所使 用之黏著劑包含樹脂之混合物、樹脂及海菜粉之混合物、 聚胺酯樹脂(POLYURETHANE)、溶化之壓克力漿或熱熔瀝 青之任一種，其具有適當黏稠度凝固時間較長，對施工程 序之時間延緩可以配合及克服，該黏著劑結合於該些回收 橡膠顆粒或回收PU顆粒或人工橡膠顆粒搭接處結合凝 固，顆粒間剩餘之孔隙可以排水，且成本低廉。 進一步，本發明更結合(E) —黏著層14,用以增加黏合 該透水面層15更為牢固，該黏著層14係以一接著劑局部 塗佈於該彈性透水整平層13上側，並結合該透水面層15 下側，所形成，於本實施例該黏著層14係塗佈於該彈性透 水整平層13之兩側，該透水面層15鋪設於該黏著層14 上，該黏著層14係結合該彈性透水整平層13之兩侧，並 同時與該透水面層15對稱之兩側黏合，剩餘之主要空間以 提供本發明該透水面層15與該彈性透水整平層13具有透 水、排氣功能。 201231761 前述⑹項係於該黏著層14未乾之時，再立即鋪設該 透水面層15’藉由該㈣層14局部結合於彈性透水整平 層13,（請同時參閱帛8、9圖）該透水面層15於本實施例 較佳者’係選自透水性塑膠人工草、或具透水性之pu或 透水樹脂面層或橡膠跑道或橡膠顆粒跑道等之任一種，該 些所選擇之透水面層丨5底部係為透水之功能，該透水魏 例如由孔隙結構來達成’該發明屬領域具有通常知識者可 以了解使用，不予贅述；該透水面層15用以讓使用者於其 上奔走，具有適當之彈性與止滑效果，例如該塑膠人工草 表面植栽形成一彈性止滑面層16讓使用者較為舒適安 全，且水分谷易經由該透水面層丨5底部之孔隙（圖中未示） 往下滲透，經過本發明之各單元到達土壤層以順利排水， 相對地，本發明内部之積水受輻射日照或大地溫度之影 響，所產生之水氣可以經由反向蒸發出，而避免水積在該 透水面層15内部，經過日曬會導致其本身結構產生水氣膨 脹脆裂或變形。 進一步，該透水面層15上侧更鋪設有多數止滑樹脂， 用以增加止滑效果，及同時利用該樹脂透光效果及補充作 用’來對透水面層15補充或凸顯其表面之顏色，更為平均 及齡麗，該止滑樹脂之實施態樣，例如顆粒狀或片狀不規 則地用滾輪塗布或喷塗分布在透水面層15表面。 進一步，可於該透水性塑膠人工草之透水面層15上部 201231761 設複數細砂或橡膠顆粒（圖中未示），讓使用者踩踏更為舒 適及安全，以提供有更佳之防滑效用，而完成本發明； 請參閱第6圖，本發明進一步於該土壤層1A或支撐 固化透水層11、碎石級配層12，結合有至少一透排水管 17，該透排水管17表面具有複數孔隙171，用以快速導弓丨 巨大之暴雨、淹水至一排水系統18 ;因此’在本實施例將 該透排水管17結合該碎石級配層或清碎石層12内部，而 將雨水等導引至一排水系統18或引流至原土壤層，因此增 加排水量及排水速率。 請參閱第7圖’本發明之另一實施例，所述本發明之 人工跑道下方是一地下建築物3，該地下建築物3屋頂上 方具有一混凝土層4無法透水，因此，本發明將該地上層 1 一般所採用之原土壤層1A利用一碎石濾水層1B鋪設所 取代，將該碎石濾水層1B舖設於地下建築物3上方之混凝 土層4上側，該碎石濾水層1B兩側延伸至原土壤層，因此 ，可以將本發明所滲透之水份由該碎石濾水層1B導引至人 工運動場兩側或周邊之原土壌層。 所述之碎石濾水層1B上側更結合有一原土壌層ιΑ， 該原土壌層1A用以增加本發明之人工運動場高程，以配 合現地高度之需要及增力D排水之路徑；更有進者，可以使 用並埋設所述之透排水管17至該碎石濾水層1B或該原土 壤層1A或該支撐固化透水層u、碎石級配層或清碎石層 16 201231761 12内部，將人 文勒％之積水_ 該原土壤層U或1水“二，排水管17引流至 運動場無法排水之問題。其施作 X解決建築物上方人工 之功效完全相同於前述之實施例不序及結構，以及所產生 藉此，該綠建築環保人^述。 工運動場形成透水、拂氣功能，η ~施工方法所完成之人 之流體水分導入地上層之原土壤i以將該人工運動場表層 水系統，而有別於習用之人工句吸收排水或引流至〜排 等基礎環境污染之缺陷；本發明昜不透水及瀝青混凝土 效，其利用回收的橡膠及石礫予=有良好透水、排氣之功 施工成本及避免能源之耗費，具乂再利用，可節省材料與 進彈性’提供❹師適之叫^與節能功效者’及增 污染，符合環保概念者，且改良習道，並且不會造成環境 混凝土之不透水及污染環境之缺^用之遞青混凝土或鋼筋 配合以上本發明之施工方法製$ 配人失胡妨 下几成之人工運動場結構，請 多第1至3圖所示，本實施例揭露—種綠建築環保人工運 動％結構。包括： 一地上層1、一支撐固化透水層11、一彈性透水整平 層13、一透水面層15。 將人工運動場區域地面原有的地上層，依設計之高程 整平並夯實，形成一具預定壓密度標準之一地上層1 ; 以回收石礫或清碎石或砂粗I10舖設於該地上層1層 17 201231761 上，利用機具夯實’並迅速嘴一黏著劑（圖中未示）於該 夯實回收石礫或清碎石或砂粒110之上侧，當該黏著劑凝 固結合該回收石礫或清碎石或砂粒11〇之間的搭接處，回 收石礫成清碎石或石）粒U0間所餘下之間隙形成複數孔隙 114’而完成本發明可透水、排氣之支撐固化透水層11; 以回收橡膠？回收PU料或人工橡膠製成預定韩號大 小之顆雜加上黏著劑（圖中未示）摔合後，均句鋪設於前述 之該支_化透水層11上，形成-多孔且可透水之一彈性 透水整爭層13; 該遂水面層15結合於該彈性透水整平層13上側。 上述之支㈣化透水層u、彈性透水整平層13於施 作之過穩中，其中該各單元之黏著劑（圖中未示）互相凝固 結合所述之支卵化透水層11、雜透水整平層丨3、透水 面層15，並同時保持透水、排氣功能。 本發明之一實施例（請參閱第4、5、6、7圖），所述之 地上層丨包含原土壤層1A或碎讀水層ib或紅碑粉層或 碎石濾水層1B與原土壤層1A之組合之任一種。 所述之地上層1如係為原土壤層…必須先將預定要 鋪設本發明跑道之人工運動場的區域地面原有土壤，依設 計之高程予以整平’接著再以滾壓機夯實，夯實的密度較 佳者必須壓至95%以上為準之原土制u。 前述支據固化透水層1卜可提供作為渗水與排氣之管 201231761 道，該施作結構可以選擇一次或經多次重複鋪設夯實該支 撐固化透水層11，及對應配合一次或多次喷灑該黏著劑於 該回收石礫或清碎石或砂粒110之局部或全部，以由多層 重覆結構完成支撐固化透水層11 ;其中該回收石礫，係選 自回收混凝土石粒、各種無毒性廢料石粒之任一種或其組 合； 該彈性透水整平層13，係以回收輪胎、回收橡膠或回 收PU或人工橡膠等先行絞碎後製成具預定篩號大小之複 數顆粒，而以該等橡粒加上黏著劑均勻拌合後鋪設於該支 稽固化透水層上。加上黏著劑均勻拌合，均勻舖設粘著於 該支撐固化透水層11並且結合，可增加彈性；該黏著劑係 選自樹脂之混合物、樹脂及海菜粉之混合物、聚胺酯樹脂 (POLYURETHANE)、溶化之壓克力漿或熱熔瀝青之任一 種，用以所述回收橡膠顆粒間搭接黏結顆粒間剩餘空間可 透水、排氣； 該一透水面層15，鋪設於該彈性透水整平層13以提 供具有多孔性，利於雨（積）水可以往下滲透，及本發明内 部屯積並受輻照熱產生之水氣可往上排出者。 本發明更結合一黏著層14，用以增加黏合該透水面層 15更為牢固，該黏著層14係以一接著劑局部塗佈於該彈 性透水整平層13上側，並結合該透水面層15下側所形成， 於本實施例該黏著層14係塗佈於該彈性透水整平層13之 19 201231761 兩側，該透水面層15鋪設於該黏著層14上，該黏著層14 係結合該彈性透水整平層13之兩側，並同時與該透水面層 15對稱之兩側黏合，剩餘之主要空間以提供本發明該透水 面層15與該彈性透水整平層13具有透水、排氣功能。 該透水面層15於本實施例較佳者，係選自透水性塑膠 人工草、或具透水性之PU或透水樹脂面層或橡膠跑道或 橡膠顆粒跑道等之任一種，該些所選擇之透水面層15底部 係為透水之功能，該透水功能例如由孔隙結構來達成，該 發明屬領域具有通常知識者可以了解使用，不予贅述；該 透水面層15用以讓使用者於其上奔走，具有適當之彈性與 止滑效果，（請同時參閱第8、9圖）例如該塑膠人工草表面 植栽形成一彈性止滑面層16讓使用者較為舒適安全，且水 分容易經由該透水面層15底部之孔隙（圖中未示）往下滲 透，經過本發明之各單元到達土壤層以順利排水，相對地， 本發明内部之積水受輻射日照或大地溫度之影響，所產生 之水氣可以經由反向蒸發出，而避免水積在該透水面層15 内部，經過曰曬會導致其本身結構產生水氣膨脹脆裂或變 形。 進一步，該透水面層15上側更鋪設有多數止滑樹脂， 用以增加止滑效果，及同時利用該樹脂透光效果及補充作 用，來對透水面層15補充或凸顯其表面之顏色，更為平均 及艷麗，該止滑樹脂之實施態樣，例如顆粒狀或片狀不規 201231761 則地用滾輪塗布或喷塗分布在透水面層15表面。 月1j述回收石礫係選自回收混凝土石礫、各種無毒性廢 料石礫之任一種或利用清碎石或砂粒，局部或全部結合黏 著劑（圖中未示），該黏著劑包含水泥漿、水泥砂漿、多孔 ，隙混凝土、水泥漿及樹脂之混合物、水泥漿及樹脂及海菜 粉之混合物、水泥砂漿及樹脂之混合物、水泥砂漿及樹脂 及海菜粉之混合物、水泥漿及海菜粉之混合物、水泥砂漿 及海菜粉之混合物、聚胺酯樹脂(POLYURETHANE)、溶化 之壓克力漿或熱熔瀝青之任一種，用以對多數回收石礫或 清碎石或砂粒11〇或碎石搭接處結合凝固，該回收石礫或 清碎石或砂粒11〇或碎石間剩餘之孔隙可以排水。 前述之黏著劑如係採用水泥漿或水泥砂漿，其中所加 入之水分在於讓水泥漿或水泥砂漿具有適當之稠度，結合 於該些回收石礫或清碎石或砂粒n〇搭接處結合凝固，該 回收石礫或清碎石或砂粒11〇間剩餘之孔隙可以排水，且 成本低廉。 該多孔隙混凝土係為一種半乾拌之混凝土態樣，相對 於一般之混凝土其混合之水分較少，結合於該些回收石礫 或清碎石或砂粒110搭接處結合凝固，該回收石礫或清碎 石或砂粒11〇間剩餘之孔隙可以排水，且成本低廉。 相對於一般水泥或混凝土早期之初凝所帶來之施工限 制與不便’所述之樹脂（包含聚胺酯樹脂 21 201231761 (POLYURETHANE))、溶化之壓克力漿或熱熔瀝青具有適 當黏稠度，其凝固時間較長，對施工程序之時間延緩可以 配合及克服，而可以成為本發明之優良黏著劑；而水泥漿 及樹脂之混合物、水泥漿及樹脂及海菜粉之混合物、水泥 砂漿及樹脂之混合物、水泥砂漿及樹脂及海菜粉之混合 物、水泥漿及海菜粉之混合物、水泥砂漿及海菜粉之混合 物恰當地給予回收石礫或清碎石或砂粒110之間能形成透 水孔114，因此本發明對於水分及樹脂或海菜粉之調配， 相對一般之水泥砂漿是屬於半乾拌之態樣，其中該樹脂或 海菜粉可以混合延緩水泥漿或水泥砂漿之初凝時間，且控 制適當之稠度，結合於該些回收石礫或清碎石或砂粒110 搭接處結合凝固，該回收石礫或清碎石或砂粒110間剩餘 之孔隙可以排水，且成本低廉。 藉此，該綠建築環保人工運動場結構形成透水、排氣 功能，可以將該人工運動場表層之流體水分導入原土壤層 或一排水系統，而有別於習用之人工運動場不透水及瀝青 混凝土等基礎環境污染之缺陷；本發明具有良好透水、排 氣之功效，其利用回收的橡膠及石礫予以再利用，可節省 材料與能源之耗費，具減碳與回收節能功效者，及增進彈 性及止滑，提供使用者舒適之運動跑道，並且不會造成環 境污染，符合環保概念者，且改良習用之瀝青混凝土不透 水及污染環境之缺憾。 22 201231761 進一步’可於該透水性塑膠人卫草之透水面層15上部 設複數細沙或橡膠顆粒⑽中未示），讓使用者踩踏 適及安全，可以提供有更佳之防滑效用，而完成本發明； 較佳者，本發明之—實施例，該地上層1上方進一步 更鋪設以砂質或山土質之碎石級配層或清碎石層12依設 計厚度整平，並夯實至具預定壓密度標準之一碎石級配詹 或清碎石層12’以形成一透水之碎石級配層或清碎石層12 用以增加本發明之透水性能及承受較大之重塵及增進排水 功能。 本發明更結合-黏著層14，係以—接著劑局部塗佈於 該彈性透水整平層13上_成，於本實_雜著層14 係塗佈於該賴透水解層13之兩側，該透水面層15鋪 設於該黏著層14上’該黏著層14係結合該彈性透水整平 層13之兩相’J ’並同時與該透水面層15對稱之兩侧點合， 剩餘之主要提供本發明該透水面層15與該彈性透 水整平層13具有透水、排氣功能。 «月參閱第1圖及第6圖，本發明進一步於該土壞層1A 或支撐固化透水層U、碎石級配層或清碎石層12，結合有 至少一透排水管17，該透排水管17表面具有複數孔隙 m ’用以快速導引巨大之暴雨、 淹水至一排水系統18 因此’在本實施例將該透排水管17結合該碎石級配層或清 碎石層12内部’而將雨水等導引至-排水系統18或引流 23 201231761 至原土壤層，因此增加排水量及排水速率外。 請參閱第7圖，本發明之另一實施例，所述地上層1 之單元部分如係為原土壤層1A，如果人工跑道下方是一地 下建築物3，該地下建築物3屋頂上方具有一混凝土層4 無法排水，本發明利用一碎石濾水層1B鋪設於該地下建築 物3上方之混凝土層4上側，該碎石遽水層1B兩側延伸至 原土壤層，因此，可以將本發明所滲透之水份由該碎石濾 水層1B導引至人工運動場兩側或周邊之原土壤層。所述之 碎石濾水層1B上側更結合有一原土壤層1A之組合，譚原 土壤層1A用以增加本發明之人工運動場高程，以配合現 地高度之需要及增加排水之路徑； 藉此，將該透排水管17結合該碎石級配層或清碎石層 12内部或在該支撐固化透水層11、碎石濾水層1B之中， 該碎石濾水層1B取代該原土壤層1A，該透排水管17將雨 水等導引至一排水系統18或引流至原土壤層，因此可以適 當的配合地下建築物3上侧之混凝土層4，無法導引排水 至原土壤層之缺憾，其施作工序及結構，以及所產生之功 效完全相同於前述之實施例不予贅述。 藉此，該綠建築環保人工運動場結構形成透水、排氣 功能，可以將該人工運動場表層之流體水分導入原土壤層 吸收排水或引流至一排水系統，而有別於習用之人工運動 場不透水及瀝青混凝土等基礎環境污染之缺陷；本發明具 24 201231761 有良好透水、排氣之 或清碎石或砂粒予以其利用回收的橡膠及回收石碟 免能源利用，可節省材料與施工成本及避 光月之耗費，具減 使用者舒適之運動跑、Γ 者，及增進彈性，提 保概念者。且改二之二不會造成環境污染，符合環 及污染環境之缺憾。H 疑土或鋼筋混凝土不透水 n 說月係針對本發明之一可行實施例之具體 況明，准5亥貧施例並非 只 脫離本發明技藝精神所㈣树明之專利範園，凡未 本案之專利範圍中。 放貫施或變更，均應包含於 而’本發明可轉㈣k 污染的問題產生，符合綠月m h有造成地下水層 物再行利用，而又能再提供具有 ^叫保口收 滑功效，除了節能、減碳，可減水 '排氣以及防 Ί J ^低運動場所或學校室外溫 度’提昇人工運動場之使職值與雜，促進產業之發展，充八 符合法定發明專利要件，爰依法提出申請，懇請貴局： 准本件發明專利申請案，以勵新發明，至感德便。Λ 【圖式簡單說明】 第1圖係以本發明一種綠建築環保透水、排氣人工運動場 施工方錢其結構所製紅跑道之—實施聽構剖視 圖。 〜 第2圖係以本發明一種綠建築環保透水、排氣人工運動場 25 201231761 施工方法及其結構所製成之跑道之一實施例施工步驟示意 圖。 第3圖係第1圖中AA部位之放大示意圖。 第4圖係以本發明一種綠建築環保透水、排氣人工運動場 施工方法及其結構所製成之跑道又一實施例結構剖視示意 圖。 第5圖係以本發明一種綠建築環保透水、排氣人工運動場 施工方法及其結構所製成之跑道又一實施例施工步驟示意 圖。 第6圖係本發明一種綠建築環保透水、排氣人工運動場施 工方法及其結構所製成之跑道再一實施例結構剖視示意 圖。 第7圖係本發明一種綠建築環保透水、排氣人工運動場施 工方法及其結構所製成之跑道結合於地下建築物之一實施 例結構剖視示意圖。 第8圖係以本發明一種綠建築環保透水、排氣人工運動場 施工方法及其結構所製成之跑道之一實施例結構剖視示意 圖。 第9圖係第8圖中BB部位之放大示意圖。 【主要元件符號說明】 地上層1 人工運動場10 支撐固化透水層11 回收石礫或清碎石或砂 26 201231761 粒110 孔隙114 碎石級配層或清碎石層12 黏著層14 止滑面層16 透排水管17 排水系統18 原土壤層1A 地下建築物3 彈性透水整平層13 透水面層15 孔隙171 碎石濾水層1B 混凝土層4 27201231761 VI. Description of the invention: [Technical Field According to the Invention] The present invention provides a green building that is environmentally friendly, Exhaust artificial sports field construction method and structure. [Prior Art] 'The weather is abnormal, The infant and anti-infant phenomenon brought about a hundred-year cycle of heavy rain, Floods invade various artificial sports venues, The so-called artificial sports field is made of PU or synthetic rubber or plastic artificial grass. Rubber particle layer, Acrylic surface layer, Plastic artificial grass surface, Laid on a reservation as a playground, court, The area of the runway is ground on its original asphalt concrete or reinforced concrete floor. When the artificial sports place is in the water, After flooding, All of its runways and their surface layers have been soaked for too long after flooding. Also heated by the sun, Causing internal moisture cannot be discharged, However, the surface of the artificial sports field is raised or wrinkled and is wavy and cannot be used. It must be dismantled and re-applied. The reason is that the artificial sports place, Unable to drain down and exhaust (water), That is, you can't breathe. Although the artificial sports field will not be used when dust is used or muddy. But it lacks the green building function, When the venue is updated, Its waste is difficult to handle; In addition to the accidental occurrence of accidents due to slippery More likely to cause the runway to expand, Deformation even early damage, Affect the function and life of the runway; The artificial motion field currently known, The course structure of the stadium is roughly the same. The system is divided into a layer of original soil 201231761, First-level layering, a green concrete layer (AC layer) or a concrete layer and an artificial motion scene layer, The main construction methods are as follows: (1) Original soil layer: First the original soil layer (subgrade, Road bed) according to the design of the elevation leveling, Then compacted by a roller press to a pressure density of 95% or more; (2) Laying graded layer: Gravel gravel grading or mountain gravel grading (base layer), According to the design thickness, Laying on the original soil layer and leveling it, Also compacted by a roller press to a pressure density of 95% or more; (3) Concrete layer, There are roughly two types: (3-A) Asphalt concrete layer: On the gravel grade, Sprinkle a layer of emulsified asphalt base oil first. Then, the paving machine is used to lay the coarse aggregate asphalt concrete on the base oil for the first time. Then sprinkle the asphalt adhesive layer on the coarse aggregate asphalt concrete. The paving machine is used to lay the fine-grained asphalt concrete on the coarse-grained asphalt concrete for the second time. And leveling and tamping to a pressure density of 95% or more; (3-B) reinforced concrete layer: Some areas cannot be laid with asphalt concrete. Then had to replace it with a reinforced concrete layer; It is first laid on a gravel grade with a moisture-proof plastic cloth. The reinforced concrete is then laid on the moisture-proof plastic cloth according to the design elevation and slope; (4) Artificial sports scene layer, It can be divided into five types because of the different materials used: (4-A) PP plastic artificial grass surface layer: Plastic artificial grass made of PP plastic, Glued to the aforementioned concrete layer, Then fill it with the glass sand (sand sand) in the gap between the plastic artificial grass; 201231761 (4-B) Synthetic rubber surface layer: Synthesize a full roll of synthetic rubber elastic finish with natural rubber and other materials, Glued to the aforementioned concrete layer; (4-C) PU surface layer: Applying a layered PU material (or a mixed granular PU material) to the aforementioned concrete layer, The topmost layer is laid with granular PU material; (4-D) rubber particle surface layer: Laying on the concrete layer as described above by mixing granular PU material or rubber particle material with glue water. The top layer is leveled and slipped with other materials; (4-E) Acrylic surface layer is made of acrylic paint and other materials and coated on the concrete layer; The unit of the (1) raw soil layer, If there is an underground building below the artificial runway, There is a concrete layer above the roof of the underground building that is impervious to water. therefore, Other methods of work are also needed to solve this problem. All of the conventional artificial sports fields mentioned above, Course track, And has the following shortcomings: One, Using artificial sports fields, Asphalt concrete layer or reinforced concrete layer of the course track, With impervious artificial sports field materials, Causing internal moisture to be discharged, However, the surface of the artificial sports field is raised or wrinkled and is wavy and cannot be used. In addition to energy consumption and no carbon reduction effect, Rainwater cannot penetrate into the ground through the asphalt concrete layer containing asphalt. And the asphalt material is contaminated, Not in line with the concept of environmental protection; two, Conventional artificial sports field, The runway construction of the course is time consuming and laborious. 201231761 Materials do not meet the requirements for carbon reduction and energy conservation; Synthetic rubber finish, PU surface layer, The rubber particle surface layer and the acrylic surface layer are not ideal for water permeability. It is impossible to drain down and exhaust upwards (water vapor), And the cost of materials and energy is also high. It also fails to meet the standards for carbon reduction and energy conservation. SUMMARY OF THE INVENTION One object of the present invention is to provide a green building that is environmentally friendly, Excavation artificial sports field construction method and structure, Increases permeable and venting functions and soil and water conservation. And will not cause environmental pollution, Meet the concept of environmental protection. One of the objectives of the present invention is to provide a green building that is environmentally friendly, Excavation artificial sports field construction method and structure, It uses recycled materials for reuse. Save material and construction costs and avoid energy costs. Those who have carbon reduction and energy saving effects. One of the objectives of the present invention is to provide a green building that is environmentally friendly, Exhaust artificial sports field construction method and structure, Has a huge guide to rapid rain, Flooded to a drainage system or raw soil layer. The construction method of the present invention which can achieve the above object of the invention includes: (A) First, the original ground layer of the artificial sports field area, Leveling and compacting according to the design elevation After forming an upper layer of a predetermined pressure density standard; (B) laying on the upper layer of the ground with recycled gravel or gravel or sand, Use equipment, And quickly spray an adhesive on the sturdy gravel layer. When the adhesive solidifies and binds to the overlap of the gravel, The remaining gap between the gravel 6 201231761 Forming multiple pores, And completing the support to cure the water permeable layer; (C) After the rubber or recycled PU or recycled rubber is used to make the predetermined sieve size particles and the adhesive is mixed, Evenly laid on the support solidified water permeable layer described above, Forming a porous and water permeable one of the elastically permeable flattening layers; (D) - permeable surface layer, The permeable cover layer is bonded to the upper side of the elastic permeable flattening layer. Preferably, the permeable layer is selected from a water-permeable plastic artificial grass. Or a water-permeable PU or water-permeable resin finish, Any of rubber runways or rubber particle runs, etc. Preferably, the water permeable resin surface layer is integrally formed with the elastic water permeable leveling layer. Preferably, The recycled gravel is selected from recycled concrete gravel, Any of a variety of non-toxic waste gravel or clear gravel or sand, Part or all of an adhesive, The adhesive used for supporting the cured water permeable layer comprises cement slurry, Cement mortar, Porous concrete, a mixture of cement slurry and resin, a mixture of cement slurry and resin and seaweed powder, a mixture of cement mortar and resin, a mixture of cement mortar and resin and seaweed powder, a mixture of cement slurry and seaweed powder, a mixture of cement mortar and seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic or hot melt asphalt, Used to combine the solidification of most recycled gravel or gravel or sand joints, The remaining pores between the gravel or the gravel or the sand can be drained. And the cost is low. 201231761 The recycled rubber granules or recycled pu granules or artificial rubber Laijia adhesives contain a mixture of resins, a resin and a mixture of seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic or hot melt It has a suitable viscosity for a longer solidification time. The delay in the construction process can be coordinated and overcome. The adhesive is combined with the back rubber particles or the recycled PU particles or the artificial rubber particles to bond and solidify. The remaining pores between the particles can be drained. And the cost is low. 〇 / better, The top of the above ground layer is evenly laid with sand or mountain gravel grading. Or clear gravel according to the design thickness, And (4) to the permeable stone with a bad density standard, Gradation layer or clear gravel layer, The gravel, Gradation layer gas, , The upper side of the main gravel layer is bonded to the support to cure the water permeable layer. 曰—'month The invention proceeds to step in the soil layer or the building to cure the permeable layer, The broken layer 'in combination with at least a drain pipe, The permeable tube surface has a plurality of pores, Used to quickly guide huge rainstorms, Flooding to a drainage system, Soil layer. The original layer of the above-mentioned (Α) layer comprises any one of a combination of a raw soil layer or a gravel water filter layer or a red brick layer or a gravel layer and a raw layer. Because there is an underground building below the rollway, There is a concrete layer above the roof of the underground building that is impervious to water. therefore, The present invention replaces the original soil layer generally used in the above ground layer with a gravel drainage layer. The gravel drainage layer is laid on the upper side of the concrete layer above the underground building. And embedding the permeable drain pipe into the interior of the gravel drainage layer or the original soil layer or the gradation layer 8 201231761 (for example, supporting a solidified permeable layer, Gravel-grade layer), The accumulated water of the artificial sports field is drained to the original soil layer or an external drainage system through the permeable drain pipe. To solve the problem that the artificial sports field above the building cannot be drained. further, The invention further combines an adhesive layer on the elastic permeable leveling layer, The adhesive layer partially adheres to the elastic permeable leveling layer and the permeable layer, The water permeable surface layer is partially combined with the elastic water permeable leveling layer, And the main space remaining between the two layers is used for water permeable, exhaust. With this, The present invention is compared with conventional use, Has good water permeability, The effect of exhaust, It can be rainstorm, Flooding quickly leads to the original soil layer or other drainage system, It is recycled using recycled rubber and gravel. Save material and construction costs and avoid energy costs. With carbon reduction and energy saving effects, And increase flexibility, Stop slipping, Provide users with a comfortable sports track, court, And will not cause environmental pollution, Can reduce the temperature of the sports venue or school, Those who conform to the concept of environmental protection. [Embodiment] Please refer to Figures 1 and 2 and 3, The green building provided by the invention is environmentally friendly, Exhaust artificial sports field construction method, Attached to the artificial sports field 10 on which the invention is to be laid, Made in accordance with the method of the present invention, The artificial sports field, such as a general sports field, court, Runway, etc. The construction method of the invention includes: (A) is the original ground layer 1 on the ground of the artificial sports field area. Leveling and compacting according to the design elevation Forming a ground layer with a predetermined pressure density standard 201231761 1 ; (B) laying on the upper layer 1 of the ground with recycled gravel or grit or sand 110, Using equipment, And quickly spraying an adhesive (not shown) on the top side of the rammed recovered gravel or grit or sand 110. When the adhesive is solidified to bond the overlap between the recovered gravel or the gravel or sand 110, The remaining gaps between the gravel or the gravel or the sand 110 form a plurality of pores 114, And the invention is permeable to water, Exhaust support for curing the water permeable layer 11; (C) After mixing the rubber with recycled rubber or recycled PU or artificial rubber, the particles of the predetermined sieve size plus the adhesive (not shown) are mixed. Evenly laid on the support curing water permeable layer 11 as described above, Forming a porous and permeable one of the elastic permeable flattening layers 13; (D) - a permeable surface layer 15, The water permeable surface layer 15 is bonded to the upper side of the elastic water permeable leveling layer 13. The above-mentioned support curing water-permeable layer 11, The elastic permeable flattening layer 13 is in the process of being applied, The adhesives (not shown) of the respective units are solidified with each other, and the supporting solidified water-permeable layer 11 is supported. Elastic permeable flattening layer 13, Permeable surface layer 15, And at the same time keep permeable, Exhaust function. The foregoing (A) is an embodiment of the present invention (see item 4, 5)), The above ground layer 1 of (A) includes any one of a combination of the original soil layer 1A or the gravel water filter layer 1B or the red brick powder layer or the gravel water filter layer 1B and the raw soil layer 1A. The above ground layer 1 is a raw soil layer 1A, It is necessary to first level the elevation of the planned land area (4) of the artificial material yard (4). Then ’, Have soil, According to the financial recipients, the original soil layer must be pressed to 95% or more. (4) In comparison with the aforementioned item (B), The method (b) is constructed by recycling or sanding uo on the raw soil layer 1Ajl, A quick spray of an adhesive (not shown) is applied to the ridge of the tamping stone combined with the recycled stone butterfly or the gravel dicing 11G. Recovering gravel or clear gravel or sand _ gap 14 the remaining gap forms a complex sub-gap, And the cost of the invention is permeable to water, The exhaust tower is solidified. The recycled gravel is selected from recycled concrete stone butterflies, A variety of non-toxic waste stone butterfly or species of gravel or sand, Part or all of the adhesive (not shown), The phase-adhesive layer 11 is made of cement, cement", Porous concrete, cement! And a mixture of resins, a mixture of cement slurry and resin and seaweed powder, Cement mortar and resin, Compound, Cement sand t and a mixture of resin and seaweed powder, Cement slurry and seaweed W 5 "JC mud sand" and a mixture of seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic R or hot melt asphalt, Used to combine solidification with most recycled gravel or grit or sand 11() or gravel lap joints. The recovered gravel or gravel or sand 11 or the remaining pores between the gravel can be drained. The foregoing adhesives are made of cement slurry or cement mortar. The water added to 201231761 is to make the cement slurry or cement mortar have the proper consistency. Combined with 5 nautical recovery gravel or clear gravel or sand 110 lap joint solidification, The remaining pores between the recovered gravel or the gravel or the sand 110 may be drained. And the cost is low. The porous concrete system is a semi-dry concrete structure. Compared with ordinary concrete, it mixes less water. Combined with the recycled gravel or the gravel or the sand 110 to bond and solidify, The remaining pores between the recovered stone butterfly or the gravel or sand 110 can be drained. And the cost is low. Compared with the construction restrictions and inconvenience caused by the early initial solidification of cement or concrete, The resin, The melted acrylic or hot distillate has the proper consistency. Its solidification time is longer, The delay in the construction process can be coordinated and overcome. It can be an excellent adhesive for the present invention; And the mixture of cement and resin, a mixture of cement and resin and seaweed powder, a mixture of cement sand and resin, Cement sand and a mixture of resin and seaweed powder, a mixture of cement and seaweed powder, The mixture of the cement sand and the seaweed powder is appropriately given to the recycled stone butterfly or the gravel or the sand 110 to form a water permeable hole m, Therefore, the present invention is formulated for moisture and resin or seaweed powder, Relatively ordinary cement mortar is a semi-dry mix. Wherein the resin or seaweed powder can be mixed to delay the initial setting time of the cement or cement sand. : Proper control, Combined with the recycled gravel or clear gravel or sand ι 〇 处 joint bonding solidified 'the recovered gravel or the gravel or the remaining pores between the sand 可以 可以 can be drained, And the cost is low. 12 201231761 The adhesive of the present invention is easily sprayed on the recovered gravel or grit or stone particles 110, The fluidity control allows the machine to be ejected. Appropriate dry shrinkage material or the overlap of sand 11G and the remaining remaining pores 114 between the recovered stone or gravel or sand 110 are not covered by the pointing agent. Forming an excellent drainage hole, And the process is fast, Simple, It can save a lot of time and cost. The method (8) can be carried out by selecting the method to cure the permeable layer u of the building. And correspondingly, one or more sprinkling 忒 adhesives are used to recover the partial or all parts of the gravel or the gravel or the sand granules 11 to complete the clarification of the permeable layer η. The above-mentioned layer 1 _L side is further paved with a sand or landscaping gravel grading layer or a clear gravel layer 12 which is leveled according to the design thickness. And tamping to a gravel grade or clear gravel layer 12 with a predetermined pressure density. The gravel grading layer or the gravel layer 12 is bonded to the support curing permeable layer n via the upper side of the tamping, The invention can withstand the heavy pressure of a large weight such as a vehicle, The function of the permeable structure composed of the whole body of the invention is destroyed by external pressure and the drainage function is enhanced. Then (C) is after the support curing the water permeable layer is completed, And laying a flexible permeable leveling layer 13 of appropriate thickness, The elastic permeable and flattening is used to recover the discarded tires. rubber, Dirty, The artificial rubber is first pulverized to form a plurality of granules having a predetermined sieve size. And the particles are evenly mixed with the adhesive and then laid on the coffee-permeable layer n, To book 13 201231761 size, The elastic water-permeable leveling layer π composed of granular rubber particles, Forming porosity to allow water to permeate or discharge internal vapors, And increase the flexibility of the invention; The elastic permeable flattening layer 13, To recycle tires, Artificial rubber granules, Recycle the PU particles and add the adhesive evenly, Evenly laying and adhering to the support curing water permeable layer 11 and bonding, Can increase flexibility. The recycled rubber granule or the adhesive used for recovering the PU granule or the artificial rubber granule comprises a mixture of the resin, a mixture of resin and seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic or hot melt It has a suitable viscosity for a longer solidification time. The delay in the application of the project can be coordinated and overcome. The adhesive is combined with the recycled rubber particles or the recycled PU particles or the artificial rubber particles to bond and solidify. The remaining pores between the particles can be drained. And the cost is low. further, The invention further combines (E) with the adhesive layer 14, Used to increase the adhesion. The permeable surface layer 15 is stronger. The adhesive layer 14 is partially coated on the upper side of the elastic water-permeable leveling layer 13 with an adhesive. And combined with the lower side of the permeable layer 15, Formed, In the embodiment, the adhesive layer 14 is coated on both sides of the elastic permeable leveling layer 13, The water permeable surface layer 15 is laid on the adhesive layer 14 The adhesive layer 14 is bonded to both sides of the elastic water permeable leveling layer 13, And at the same time, the two sides of the permeable surface layer 15 are symmetrical, The remaining main space is provided to provide the water permeable surface layer 15 of the present invention and the elastic water permeable leveling layer 13 to be permeable, Exhaust function. 201231761 The foregoing item (6) is when the adhesive layer 14 is not dry, Immediately thereafter, the water permeable surface layer 15' is laid by the (four) layer 14 partially bonded to the elastic water permeable leveling layer 13, (Please also refer to 帛8, 9) The permeable surface layer 15 is preferably selected from the group of permeable plastic artificial grasses in the present embodiment. Or a water-permeable pu or water-permeable resin surface layer or rubber track or rubber particle track, etc. The bottom of the selected permeable surface layer 丨5 is permeable to water. The permeable water is achieved, for example, by a pore structure. The field of the invention is generally known to those skilled in the art. Do not repeat them; The permeable layer 15 is used to allow the user to run on it. With appropriate elasticity and anti-slip effect, For example, the surface of the artificial artificial grass is planted to form an elastic anti-slip surface layer 16 to make the user comfortable and comfortable. And the moisture valley is easily infiltrated through the pores (not shown) at the bottom of the permeable surface layer ,5, After the units of the present invention reach the soil layer for smooth drainage, relatively, The accumulated water inside the present invention is affected by the radiation sunshine or the earth temperature, The generated moisture can be evaporated through the reverse direction. And avoiding water accumulation inside the permeable surface layer 15, After the sun exposure, the structure of the body will cause water and gas to swell and crack or deform. further, The upper side of the water permeable surface layer 15 is further provided with a plurality of anti-slip resin. Used to increase the anti-slip effect, And at the same time, the light transmissive effect and the complementary effect of the resin are used to supplement or highlight the color of the surface of the water permeable surface layer 15, More average and older, The implementation of the anti-slip resin, For example, the granules or sheets are irregularly coated or sprayed on the surface of the water permeable surface layer 15 by rollers. further, A plurality of fine sand or rubber particles (not shown) may be provided on the upper part of the permeable layer 15 of the water-permeable plastic artificial grass 201231761, Allowing users to step on is more comfortable and safe. To provide better slip resistance, And completing the invention; Please refer to Figure 6, The present invention further extends to the soil layer 1A or the support curing water permeable layer 11, Gravel grade 12, Combined with at least one permeable drain 17, The surface of the permeable drain pipe 17 has a plurality of pores 171, Used to quickly guide bows, huge rainstorms, Flooded to a drainage system 18; Therefore, in the present embodiment, the permeable pipe 17 is combined with the interior of the gravel grading layer or the gravel layer 12, And directing rainwater or the like to a drainage system 18 or draining to the original soil layer, Therefore, the displacement and drainage rate are increased. Please refer to FIG. 7 for another embodiment of the present invention. Below the artificial runway of the present invention is an underground building 3, The underground building 3 has a concrete layer 4 above the roof and is impervious to water. therefore, The present invention replaces the original soil layer 1A generally used in the above ground layer 1 with a gravel water filtration layer 1B. The gravel water filter layer 1B is laid on the upper side of the concrete layer 4 above the underground building 3. The gravel drainage layer 1B extends to both sides of the original soil layer. Therefore, The water permeated by the present invention can be guided from the gravel water filter layer 1B to the original soil layer on both sides or around the artificial sports field. The upper side of the gravel water filter layer 1B is further combined with an original layer of soil layer Α, The original soil layer 1A is used to increase the artificial sports field elevation of the present invention. To meet the needs of the local height and to enhance the path of D drainage; More advanced, The permeable drain pipe 17 may be used and buried to the gravel water filter layer 1B or the original soil layer 1A or the support cured water permeable layer u, Gravel grade or clear gravel 16 201231761 12 internal, The person will be the source of water. The original soil layer U or 1 water "two, The drain pipe 17 is drained to the problem that the playground cannot be drained. Its function of X to solve the artificial work on the top of the building is exactly the same as that of the foregoing embodiment. And the resulting The green building environmental protection person said. The sports field is permeable, Helium function, η ~ The fluid water of the person completed by the construction method is introduced into the original soil i of the ground layer to the surface water system of the artificial sports field, And it is different from the conventional artificial sentence to absorb the defects of drainage or drainage to the basic environmental pollution such as ~ row; The invention is impervious to water and asphalt concrete, It uses recycled rubber and gravel to have good water permeability. Exhaust work, construction costs and energy consumption, Reuse, It can save material and elasticity, and provide the righteousness and energy-saving effect of the teacher and increase pollution. In line with environmental concepts, And improve the habits, And it does not cause the imperviousness of the environment concrete and the pollution of the environment. The concrete structure or the steel bar used in combination with the above construction method of the present invention can be equipped with a human sports field structure. Please see more pictures 1 to 3, This embodiment discloses a green structure environmentally-friendly artificial movement % structure. include: Upper ground 1, a support curing the water permeable layer 11, An elastically permeable leveling layer 13, A water permeable surface layer 15. The original ground layer of the artificial sports field area, According to the design elevation, leveling and compacting, Forming a ground layer 1 of a predetermined pressure density standard; Laying gravel or clear gravel or sand coarse I10 on the first layer of the ground 17 201231761, Using the implement to compact the 'and quickly add an adhesive (not shown) to the top of the smashed gravel or gravel or grit 110, When the adhesive is solidified and bonded to the overlap between the recovered gravel or the gravel or the sand, Recovering the gravel into clear gravel or stone) the remaining gap between the particles U0 forms a plurality of pores 114' to complete the permeable of the present invention, Exhaust support for curing the water permeable layer 11; To recycle rubber? Recycling PU material or artificial rubber to make a predetermined number of Koreans and a mixture of adhesives (not shown) The average sentence is laid on the aforementioned permeable layer 11 Forming a porous, water permeable one of the elastic permeable layer 1; The hydrophobic surface layer 15 is bonded to the upper side of the elastic water-permeable leveling layer 13. The above-mentioned branch (four) permeable layer u, The elastic permeable flattening layer 13 is too stable in the application, The adhesives of the units (not shown) are solidified with each other, and the ovulated permeable layer 11 is Water-permeable leveling layer 丨3, Permeable surface layer 15, And at the same time keep permeable, Exhaust function. An embodiment of the invention (see item 4, 5, 6, 7)), The above ground layer layer comprises any one of a raw soil layer 1A or a broken water layer ib or a monument layer or a combination of a gravel water layer 1B and a raw soil layer 1A. If the above-mentioned ground layer 1 is a raw soil layer, it is necessary to first ground the original soil in the area where the artificial sports field of the runway of the present invention is to be laid. Leveling according to the design elevation ‘and then compacting it with a roller press, The better density of tamping must be controlled to 95% or more. The above-mentioned branch curing water permeable layer 1 can be provided as a pipe for water seepage and exhaust 201231761, The application structure may be selected once or repeatedly to tamper the support to cure the water permeable layer 11, And correspondingly cooperating one or more times to spray the adhesive on part or all of the recovered gravel or clear gravel or sand 110, The curing of the water-permeable layer 11 is completed by a multi-layered repetitive structure; Where the recycled gravel, Selected from recycled concrete particles, Any one or combination of various non-toxic waste stones; The elastic permeable flattening layer 13, To recycle tires, The recovered rubber or recycled PU or artificial rubber is firstly pulverized to form a plurality of granules having a predetermined sieve size. The rubber particles and the adhesive are evenly mixed and laid on the cured water-permeable layer. Add the adhesive evenly, Evenly laying and adhering to the support curing water permeable layer 11 and bonding, Can increase flexibility; The adhesive is selected from the group consisting of resins, a mixture of resin and seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic or hot melt asphalt, The remaining space between the lapped bonding particles between the recycled rubber particles is permeable to water, exhaust; The water permeable surface layer 15, Laid on the elastic permeable flattening layer 13 to provide porosity, Conducive to rain (product) water can penetrate down, And the water vapor which is accumulated inside the invention and which is generated by the irradiation heat can be discharged upward. The invention further incorporates an adhesive layer 14, It is more firm to increase the adhesion of the permeable layer 15 The adhesive layer 14 is partially coated on the upper side of the elastic permeable leveling layer 13 with an adhesive. And formed in combination with the lower side of the water permeable surface layer 15, In the embodiment, the adhesive layer 14 is coated on both sides of the elastic permeable leveling layer 13 201231761. The water permeable surface layer 15 is laid on the adhesive layer 14 The adhesive layer 14 is bonded to both sides of the elastic permeable leveling layer 13, And at the same time, the two sides of the permeable surface layer 15 are symmetrical, The remaining main space to provide the water permeable surface layer 15 of the present invention and the elastic water permeable leveling layer 13 is water permeable, Exhaust function. The water permeable surface layer 15 is preferred in this embodiment. Is selected from permeable plastic artificial grass, Or a water-permeable PU or water-permeable resin finish or rubber track or rubber particle runway, The bottom of the selected permeable surface layer 15 is permeable to water. The water permeable function is achieved, for example, by a pore structure. The invention belongs to the field and the general knowledge can be used by the person. Do not repeat them; The permeable surface layer 15 is used for the user to run on it. With appropriate elasticity and anti-slip effect, (Please also refer to section 8, 9)) For example, the surface of the artificial artificial grass is planted to form an elastic anti-slip surface layer 16 to make the user comfortable and safe. And the water is easily infiltrated through the pores (not shown) at the bottom of the permeable surface layer 15, After the units of the present invention reach the soil layer for smooth drainage, relatively, The accumulated water inside the invention is affected by the radiation sunshine or the earth temperature, The generated moisture can be evaporated through the reverse direction. And avoiding water accumulation inside the permeable layer 15, After drying, it will cause its own structure to produce water vapor expansion and embrittlement or deformation. further, The upper side of the water permeable surface layer 15 is further provided with a plurality of anti-slip resin. Used to increase the anti-slip effect, And at the same time, the resin is used for light transmission and supplementation, To supplement or highlight the color of the surface of the permeable layer 15 More average and gorgeous, The implementation of the anti-slip resin, For example, the granules or flakes are irregularly distributed on the surface of the permeable surface layer 15 by roller coating or spraying. The recovery of gravel is selected from recycled concrete gravel. Any of a variety of non-toxic waste stones or gravel or sand, Part or all of the adhesive (not shown), The adhesive contains cement slurry, Cement mortar, Porous, Gap concrete, a mixture of cement slurry and resin, a mixture of cement slurry and resin and seaweed powder, a mixture of cement mortar and resin, a mixture of cement mortar and resin and seaweed powder, a mixture of cement slurry and seaweed powder, a mixture of cement mortar and seaweed powder, Polyurethane resin (POLYURETHANE), Any of the melted acrylic or hot melt asphalt, Used to combine the solidification of most recycled gravel or gravel or sand 11 〇 or gravel lap joints, The recovered gravel or gravel or sand 11 or the remaining pores between the gravel can be drained. The foregoing adhesives are made of cement slurry or cement mortar. The water added is to make the cement slurry or cement mortar have the proper consistency. Combined with the recycled gravel or clear gravel or sand n〇 lap joint solidification, The remaining pores between the recovered gravel or the gravel or the sand can be drained. And the cost is low. The porous concrete system is a semi-dry concrete structure. Compared with ordinary concrete, it mixes less water. Combined with the recycled gravel or the gravel or the sand 110 to bond and solidify, The remaining pores between the recovered gravel or the gravel or the sand can be drained. And the cost is low. Resin (including polyurethane resin 21 201231761 (POLYURETHANE)) compared to the construction restrictions and inconveniences caused by the early initial setting of cement or concrete. The melted acrylic or hot melt asphalt has the proper consistency. Its solidification time is longer, The delay in the construction process can be coordinated and overcome. It can be an excellent adhesive for the present invention; And a mixture of cement slurry and resin, a mixture of cement slurry and resin and seaweed powder, a mixture of cement mortar and resin, Cement mortar and a mixture of resin and seaweed powder, a mixture of cement slurry and seaweed powder, The mixture of the cement mortar and the seaweed powder is appropriately given to the recycled stone or the gravel or the sand 110 to form the water permeable hole 114, Therefore, the present invention is formulated for moisture and resin or seaweed powder, Relatively general cement mortar is a semi-dry mix. Wherein the resin or seaweed powder can be mixed to delay the initial setting time of the cement slurry or cement mortar. And control the appropriate consistency, Combined with the recycled gravel or the gravel or the sand 110, the joint is solidified, The remaining pores between the recovered gravel or the gravel or sand 110 can be drained. And the cost is low. With this, The green building environmental protection artificial sports field structure is permeable, Exhaust function, The fluid moisture of the surface of the artificial sports field can be introduced into the original soil layer or a drainage system. And it is different from the defects of the basic environmental pollution such as impervious water and asphalt concrete used in the artificial sports field; The invention has good water permeability, The effect of venting, It is recycled using recycled rubber and gravel. Save material and energy costs, With carbon reduction and recycling energy efficiency, And promote elasticity and slippage, Provide users with a comfortable sports track. And will not cause environmental pollution, In line with environmental concepts, And the improvement of the conventional asphalt concrete is impervious to water and polluting the environment. 22 201231761 Further, a plurality of fine sand or rubber particles (10) may be provided on the upper surface of the water permeable surface layer 15 of the water-permeable plastic human grass. Allow users to step on and stay safe, Can provide better anti-slip effect, And completing the invention; Preferably, - an embodiment of the invention, Further above the above ground layer 1, a gravel-grade or gravel layer 12 of sand or mountain soil is further laid, and the thickness is leveled according to the design. And tamping to a gravel graded gem or clear gravel layer 12' having a predetermined pressure density standard to form a water permeable gravel grade layer or a clear gravel layer 12 for increasing the water permeability of the present invention and withstanding large Heavy dust and enhanced drainage. The invention further combines with the adhesive layer 14, Applying an adhesive to the elastic permeable leveling layer 13 in a partial manner. The present invention is applied to both sides of the permeable layer 13 of the permeable layer 13 The water permeable surface layer 15 is disposed on the adhesive layer 14. The adhesive layer 14 is bonded to the two phases 'J' of the elastic water permeable leveling layer 13 and is simultaneously symmetrical with the water permeable surface layer 15 on both sides. The remaining main provision of the water permeable surface layer 15 of the present invention and the elastic water permeable leveling layer 13 are permeable to water, Exhaust function. «See the first and sixth figures for the month, The invention further extends to the soil layer 1A or the solidified water-permeable layer U, Gravel grade or clear gravel layer 12, Combined with at least one permeable drain 17, The surface of the permeable drain 17 has a plurality of pores m ’ for quickly guiding a huge rainstorm, Flooding to a drainage system 18 thus, in this embodiment, the permeable drain pipe 17 is combined with the interior of the gravel grading layer or the gravel layer 12 to direct rainwater or the like to the drainage system 18 or the drainage 23 201231761 to Original soil layer, Therefore, the displacement and drainage rate are increased. Please refer to Figure 7, Another embodiment of the present invention, The unit portion of the above ground layer 1 is a raw soil layer 1A, If there is a subterranean building 3 below the artificial runway, The underground building 3 has a concrete layer 4 above the roof and cannot be drained. The present invention utilizes a gravel water filter layer 1B to be laid on the upper side of the concrete layer 4 above the underground building 3. The gravel layer 1B extends to both sides of the original soil layer. therefore, The water permeated by the present invention can be directed from the gravel drainage layer 1B to the original soil layer on either side of or around the artificial sports field. The upper side of the gravel water filter layer 1B is further combined with a combination of the original soil layer 1A. Tanyuan soil layer 1A is used to increase the artificial sports field elevation of the present invention. To meet the needs of the local height and increase the path of drainage; With this, The permeable drain pipe 17 is combined with the gravel grading layer or the gravel layer 12 or in the support curing permeable layer 11, Among the gravel drainage layers 1B, The gravel drainage layer 1B replaces the original soil layer 1A, The permeable pipe 17 guides rainwater or the like to a drainage system 18 or to the original soil layer. Therefore, the concrete layer 4 on the upper side of the underground building 3 can be properly matched. Unable to guide the drainage to the original soil layer, Its application process and structure, And the effects produced are completely the same as those of the foregoing embodiments. With this, The green building environmental protection artificial sports field structure is permeable, Exhaust function, The fluid moisture of the surface of the artificial sports field can be introduced into the original soil layer to absorb drainage or drain to a drainage system. And it is different from the defects of the basic environmental pollution such as impervious water and asphalt concrete used in the artificial sports field; The invention has 24 201231761 with good water permeability, Exhaust or clear gravel or sand for its use of recycled rubber and recycled stone discs for energy-free use, It can save material and construction costs and the cost of avoiding light. Sport running with reduced user comfort, Hey, And increase flexibility, The concept is guaranteed. And the second one will not cause environmental pollution. Meet the shortcomings of the ring and the polluted environment. H suspected soil or reinforced concrete impervious to water n said that the monthly system is specific to one of the possible embodiments of the present invention, The quasi-5-Hai Poverty Case is not only divorced from the spirit of the present invention. Where the patent is not in the scope of this case. Putting in or changing, Both should be included in the problem of 'transportable (four) k pollution of the present invention, In line with the green moon m h, the groundwater layer is reused. And can provide the effect of calling the mouth to seal, In addition to energy saving, Carbon reduction, Can reduce water 'exhaust and prevent Ί J ^ low sports place or school outdoor temperature' to enhance the occupational value of the artificial sports field, Promote the development of the industry, Fully in line with the statutory invention patent requirements, 提出 Apply in accordance with the law, I ask you to: Quasi-inventive invention patent application, Invented by Lixin, To the sense of virtue. Λ [Simplified description of the drawings] Figure 1 shows a green building with water permeable, Exhaust artificial sports field Construction side money structure of the red runway - the implementation of the audio structure of the cross-sectional view. ~ Figure 2 is a green building environmentally permeable, Exhaust artificial sports field 25 201231761 Construction method and structure of one of the runways made by the structure. Figure 3 is an enlarged schematic view of the AA portion of Figure 1. Figure 4 is a green building environmentally permeable, A schematic cross-sectional view of a further embodiment of a runway made by an exhaust artificial sport field construction method and its structure. Figure 5 is a green building environmentally permeable, Exhaust artificial sports field construction method and structure of the runway made by another structure. Figure 6 is a green building of the present invention, which is environmentally friendly, A schematic cross-sectional view of an embodiment of a runway constructed by an exhaust artificial sport field and a structure thereof. Figure 7 is a green building of the present invention, which is environmentally friendly, A structural schematic view of an embodiment of an exhaust gas artificial stadium construction method and a structure made of a structure combined with an underground structure. Figure 8 is a green building environmentally permeable, Exhaust artificial sports field construction method and structure of one of the structures made by the structure is a schematic sectional view. Figure 9 is an enlarged schematic view of the BB portion in Figure 8. [Main component symbol description] Above ground layer 1 Artificial playground 10 Supporting solidified permeable layer 11 Recovering gravel or clear gravel or sand 26 201231761 Grain 110 Pore 114 Gravel grade or clear gravel layer 12 Adhesive layer 14 Anti-slip surface layer 16 Drainage pipe 17 Drainage system 18 Raw soil layer 1A Underground structure 3 Elastic permeable leveling layer 13 Permeable surface layer 15 Pore 171 Crushed stone drainage layer 1B Concrete layer 4 27