201211353 六、發明說明： 【發明所屬之技術領域】 本發明係提供-種綠建築環保透水、排氣人工運 施工方法及其結構。 劳 【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 鋼筋混凝土地面’當人I運動場所在泡水、淹水後，其所 ^跑道及其面層在淹水退後因料過久，又受日照幅㈣ 溫，致使内部水氣無法排出，而使人工運動場所面層突起 杨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。 ;尸渾2人工運動場使用時不會有習用塵土飛揚或是滿地 、丁、4 ’但是它缺乏綠建築功能’於該場地更新時， 意處=人工運動場除了容易因為濕滑而產生 更今易導致跑道因而膨脹、變形甚至提早 影響跑道的使用功能與壽命；而目前所知的人工運 每球场跑道結構大致相同，而係概分為具有一原土壤 201211353 層、一級配層、一瀝青混凝土層（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，再以滚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； 4 201211353 (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、球場跑道的遞青混凝土層或鋼 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 過含有柏油之遞青混凝土層而渗回地下，且遞青材料具污 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， 201211353 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加黏著劑拌合，均勻鋪 設於該地上層上，當該黏著劑凝固結合石礫之搭接處，石 礫間所餘下之間隙形成複數孔隙，而完成該固化透水層； 6 201211353 (c)一磨擦彈性透水層，係以回收輪胎顆粒、回收橡膠 顆粒或回收PU顆粒、回收橡膠鞋底顆粒或人工橡膠顆粒 加上黏著劑均勻拌合，均勻鋪設於前述之固化透水層上。 該磨擦彈性透水層上側，進一步結合一面層，該面層 包含多數止滑樹脂、透水樹脂面層、塑膠人工草或顏色塗 料之任一種，較佳者該透水樹脂面層係與磨擦彈性透水層 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。 該回收橡膠顆粒或回收PU顆粒、回收橡膠鞋底顆粒或 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 201211353 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 粒回收橡膠鞋底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。 較佳者，該地上層上方更鋪設以砂質或山土質碎石級 配或/胃碎石依設計厚度整平、並夯實至具預定壓密度標 準之一透水之碎石級配層或清碎石層，該碎石級配層或清 碎石層上側結合該固化透水層。 本發明進-步於該土壤層或固化透水層、碎石級配 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、淹水至一排水系統或原土 所述(A)之地上層包含原土壤層或碎石遽水層或 粉層或碎讀水層與原土壤層組合之任—種，因為當人工 跑道下方是-地下建築物，該地下建築物屋頂上方:有一 混凝土層無法透水，因此，本發縣該地上層—般㈣用 之原土壤層彻-碎讀水層鋪設所取代，將該碎石 層鋪設於地下建㈣上方之混凝土層上側。並埋設所敎 透排水管至該碎石滤水層内部或該原土壤層或級配層内部 =如固化透水層、碎石級配層），將人工運動場之積水藉 透排水管引流至—原土壤層或—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。，解 201211353 藉此’本發明與㈣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碟予以再利用，可節省材料虚 施工成本及避免㈣之耗#，具減碳與H力效者，及辦 進彈性、止滑，提供使用者舒適之運動跑道、球場，並^ 不會造成環境污染，可減低運動場所或學校室外 合環保概念者^ 寸 【實施方式】 明參閱第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I運動場施工方法，係於預定要鋪設 本發明之人工運動場1〇上，依照本發明之方法製作形成 ’所述之人王勒場勤—般運料、料、跑道 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卜依設計 之同知整平並夯實’形成—具預定壓密度標準之-地上層 ⑻以回收石蝶或清碎石或砂粒1H)加黏著劑拌合，均 :鋪叹於4地上層i上，當該黏著劑凝固結合該回收石碟 或清碎石騎粒11G之_搭接處，喊石戟 餘下之間隙形成複數孔隙114，具有多孔隙可 =水“㈣，而完成本發明可透水、排氣之固化透水 201211353 ⑹以回收橡膠或回收π；或人工橡膠、回收橡膠鞋底 顆粒製成預定f帛號A小之顆粒加上黏著劑（圖中未示）摔合 後，均勻鋪設於前述之該固化透水層n上，形成—多孔: 可透水之一磨擦彈性透水層13。 上述之固化透水層1卜磨擦彈性透水層13於施作之 過程中，互相凝固結合所述之固化透水層U、磨擦彈性透 水層13，並同時保持透水、排氣功能。 刖述(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】例如含原土壤層iA或碎石據水層m 或紅碑粉層1C或碎；5遽水層1B與原土壤層ια<組合之 任"^種。 所述之地上層丨如係為原土壤層1Α，必須切預定要 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%以上為準之原土壤層1Α。 前述(Β)項，該方法(Β)其施工係以回收石礫或清碎石 或砂粒110加黏著劑掉合，在本實施例是以預掉或場掉方 式均句鋪設於該原土壞層1Α上，當該黏著劑凝固結合該 回收石礫或清碎石或砂粒11〇之間搭接處，回收石碟或清 碎石或砂粒110間所餘下之間隙形成複數孔隙：114,形成石 粒或砂礫的搭接處有點著劑，未搭接處具有多孔隙可以供 水滲出外排、而完成本發明可透水、排氣之固化透水層U。 201211353 該回收石礫係選自 石榉之住一插+ 口收此凝土石礫、各種無毒性廢料 ’、 彻清碎石或砂粒，局部或全部結合黏著 劑（圖中未示），該固仆、悉u s 口黏者 透水層11所使用之黏著劑包含水泥 水 砂聚、多孔隙混凝土、水泥漿及樹脂之混合物、 水泥聚及樹脂及海菜粉之混合物、水泥砂聚及樹脂之混合 物、水泥砂漿及樹脂及海菜粉之混合物、水泥漿及海菜粉 δ物水泥砂聚及海菜粉之混合物、聚胺醋樹脂 (POLYURETHANE)、溶化之壓克力漿或熱㈣#之任一 種’用以對多數时石钱清碎石或砂粒UG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。 月1J述之黏者劑如係採用水泥衆或水泥砂聚，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。 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，結合於該些回收石碟 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。 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、溶化之壓克力漿或熱熔瀝青具 201211353 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、水泥聚及海菜粉之混合物、水泥砂衆及海菜粉之混 合物恰當地給予回收石碟或清碎石或砂粒】1〇之間能形成 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-般之水泥砂聚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襞或水泥砂聚之初凝時間，且 控制適當之稠度，結合於該些回收石碟或清碎石或砂粒ιι〇 搭接處結合凝固，該回收石碟或清碎石或砂粒ιι〇間剩餘 之孔隙可以排水，且成本低廉。 本發明之黏著劑易於均勻拌合在該些回收石蝶或清碎 石或砂粒110上，流動性控制在可以讓機具舖設即可，適 當的乾燥收縮黏結該些回收石蝶或清碎石或砂粒110之搭 接处並讓时石碟或清碎石或砂粒11G間之其他剩餘孔 14不被。亥黏著劑覆蓋，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。 請再參閱第4圖，該地上層i上方進一步更鋪設以砂 質或山土質之碎錢配層或清碎石層12依設計厚度整 …並夯實至具預疋愿密度標準之一碎石級配層或清碎石 θ 4碎石級配層或清碎石層12經由夯實上側並結合 12 201211353 於該固化透水層u下方，於本發明可以承受車輛等較大重 量之重壓，用以防止本發明整體所組成的透水結構功能受 外力重麼而破壞及增進排水功能。 則述（c)項於該固化透水層完成後，並鋪設一具適 當厚度之磨擦彈性透水層13，該磨擦彈性透水層上係 以回收廢棄之輪胎、橡膠、、人工橡膠、回收橡膠鞋 底等先行!人碎後製成具預定篩號大小之複數顆粒，而以該 等顆粒加上黏著劑均勻拌合後鋪設於該固化透水層u 上，以預定大小、顆粒狀之橡膠顆粒所構成之該磨擦彈性 透水層13，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。 該回收橡膠顆粒或回收抑顆粒或人工橡膠、回收橡膠 鞋底顆粒顆粒所使収㈣劑包含樹脂之混合物、樹脂及 海菜粉之混合物、聚錢樹脂(polyurethane)、溶化之 壓克力«熱炫遞青之任—種，其具有適當黏稠度凝固時 間較長’對施卫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。 請參閱第5、6、7A、 一步’該磨擦彈性透水層 層16例如多數止滑樹脂、 7B圖，本創作之一實施例，進 13上側更結^—面層16，該面 橡膠顆粒、透水樹脂面層、塑膠 201211353 人工草（請參閱第7B圖）或顏色塗料，用以增加止滑效果， 及同時利⑽樹脂透光效果及補充作用，來對磨擦彈性透 水層13補充或凸顯其表面之顏色，更為平均及銳麗，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 布或喷塗分布在磨擦彈性透水層13表面。 該顏色塗料在磨擦彈性透水層13上側，除了具有顏色 襄飾，該顏色塗料具有摩擦係數高之雜可以止滑。 明再參閱第6、7A、7B ϋ，該磨擦彈性透水層13上 方結合之面層16係為塑膠人工草（請參閱第7Β圖），該塑 膠人工草具有彈性及止滑功能兒童或使用者在塑膠人工 草上方運動不易摔倒，並具有較高之使用安全性。進一步， 可於4塑膠人工草上部設複數細砂或橡膠顆粒（圖中未 一、）讓使用者踩踏更為舒適及安全，提供更佳之防滑效用。 請參閱第8圖，本發明進一步於該地上層丨(原土壤層 或碎石濾水層1Β)或固化透水層u、碎石級配層結 〇有至少一透排水管17，該透排水管17表面具有複數孔 隙171，用以快速導引巨大之暴雨、淹水至一排水系統Μ ; 因此在本貫施例將該透排水管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 至原土壌層’因此增加排水量及排水速率。 請參閱第9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 14 201211353 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鋪設於地下建築物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ib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壌層ia， 该原土壤層1A用以增加本發明之人工運動場高程，以配 合現地咼度之需要及增加排水之路徑；更有進者，可以使 用並埋設所述之透排水管Π至該碎石濾水層18或該原土 壤層1A或該固化透水層u、碎石級配層或清碎石層a内 將人工運動場之積水藉由該透排水管17引流至該原土 壤a 1A或排水系統18，以解決建築物上方人工運動場 無法排水之問題。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，该綠建築環保人工運動場施工方法所完成之人 工運動場形成透水、排氣功能，可以將該人工運動場表層 之：體水分導入地上層之原土壤層吸收排水或引流至一排 ^系、’先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蝶予以再利用，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 15 201211353 進彈性，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或鋼筋 混凝土之不透水及污染環境之缺憾。 配合以上本發明之施工方法製作完成之人工運、動場 結構，請配合參閱第1至3圖所示，本實施例揭露一種綠 建築環保人工運動場結構。包括： 一地上層1、一固化透水層11、磨擦彈性透水層13。 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粒110加黏著劑拌合，均勻 鋪設於該地上層1層上，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、排氣之固化透水層11 ; 以回收橡膠或回收PU料或人工橡膠回收橡膠鞋底製 成預定篩號大小之顆粒加上黏著劑（圖中未示）拌合後，均 勻鋪設於前述之該固化透水層11上，形成一多孔且可透水 之一磨擦彈性透水層13。 上述之固化透水層11、磨擦彈性透水層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 所述之固化透水層11、磨擦彈性透水層13，並同時保持透 水、排氣功能。 16 201211353 本發明之-實施例（請參閱第4、5、6、7a、7β、8、9 圖），所述之地上層i包含原土壌層1A或碎石濾水層η 或紅碑粉層1C或碎石遽水層1B與原土壤層^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 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，务實的密度較 佳者必須壓至95%以上為準之原土壤層1A。 該固化透水層U，結合該地上W上側，該固化透水 層1卜係選自回收石碟或清碎石或砂粒鋪設於該地上層t 上，當該黏著劑凝固結合回收石礫或清碎石或砂粒之搭接 處’回收石碟或清碎石或砂粒間所餘下之間隙形成複數孔 隙，而完成該固化透水層11 ; 該磨擦彈性透水層13 ’係以回收輪胎、回收橡膠或回 收pu、回收橡膠鞋底或人工橡膠等先行絞碎後製成具預定 師號大小之複數顆粒’而以該等橡膠顆粒加上黏著劑均句 拌合後鋪設於該固化透水層u上。加上黏著劑均勻拌合 ，均勻舖設粘著於該固化透水層u並且結合，可增加彈 ί1生，遠黏著劑係選自樹脂之混合物、樹脂及海菜粉之混合 物、聚胺醋樹脂(P〇LYURETHANE)、溶化之壓克力聚或二 炫遞青之任-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； 17 201211353 s亥磨擦彈性透水層13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。 進一步，該磨擦彈性透水層13上側更結合一面層16 ，該面層16包含多數止滑樹脂、橡膠顆粒、透水樹脂面層 、塑膠人工草（請參閱第7B圖）或顏色塗料，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，來對磨擦 彈性透水層13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則地 用滾輪塗布或喷塗分布在磨擦彈性透水層13表面。 該顏色塗料在磨擦彈性透水層13上側，除了具有顏色 裝飾，該顏色塗料具有摩擦係數高之澀性可以止滑。 前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（p〇LYURETHANE)、溶化 之壓克力黎或熱熔瀝青之任一種，用以對多數回收石蝶或 清碎石或砂粒110或碎石搭接處結合凝固，該回收石碟或 清碎石或砂粒110或碎石間剩餘之孔隙可以排水。 201211353 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。 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（包含聚胺酯樹脂(p〇lyurethane)) 、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t及樹脂及海菜粉之混合物、水泥砂漿及樹脂之混合物 、水泥砂渡及樹脂及海菜粉之混合物、水泥漿及海菜粉之 混合物、水泥砂聚及海菜粉之混合物恰當地給予回收石礫 或清碎石或砂粒11〇之間能形成透水孔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 於半乾拌之樣’其巾該樹脂或海菜粉可以混合延緩水泥 漿或水泥砂Ί初凝時間，且控制適當之稍度，結合於該 些回收石礫或清碎石或砂粒110搭接處結合凝S]，該回收 201211353 蝶或/月碎石或砂粒11G間剩餘之孔隙可以排水，且成本 低廉。 △藉此m建築環保人卫運動場結構形成透水、排氣 功月匕’可以將该人工運動場表層之流體水分導入原土壤層 或-排水系統，而有別於習用之人工運動場不透水及遞青 騎土等基礎環境污染之缺陷；本發·有良好透水、排 耽之功效，其利用回收的橡膠及石蝶予以再利用，可節省 材料”月b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。 進步，可於該塑膠人工草之磨擦彈性透水層13上部 "又複數、·〜或橡膠顆粒（圖巾未示）’讓使用者踩踏更為舒 適及安全，可以提供有更佳之防滑效用，而完成本發明； 5月同時參閱第8圖，較佳者，本發明之-實施例，該 曰上方進步更鋪設以砂質或山土質之碎石級配層 或/月碎石層12依⑨計厚度整平，並夯實至具預定壓密度標 準之-碎石級配層或清碎石層12，以形成一透水之碎石級 配層或π碎石層12用以增加本發明之透水性能及承受較 大之重壓及增進排水功能。 明參閱第1圖及第8、9圖’本發明進—步於該原土壤 層1Α或固化透水層u、碎石級配層或清碎石層12，結合 201211353 有至少一透排水管17 ’該透排水管17表面具有複數孔隙 πι，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外。 請參閱第9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 |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’該碎石濾水層1B兩側延伸至 其他原土壌層，因此，可以將本發明所滲透之水份由該碎 石濾水層⑺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—原土制^之組合， 該原土壤層1Α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，將戎透排水管17結合該碎石級配層或清碎石層 η内部或在該固化透水層u、碎石濾水層ιβ之中，該; 石渡水層m取代該原土壤層1Α，該透排水管17將雨水等 導引至-排水系統18或弓丨流至原土壤層，因此可以適當的 配合地下建築物3上側之現凝土層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費述。. 21 2012113^3 錯此，錢建築環保人工運動 功能，可以將該人工運動場表層每％構形成透水、排氣 吸收排水或引流至一妯 "之流艘水分導入原土壌層 卻水系統’而有 場不透水及瀝青混凝土等基礎#心習用之人工運動 有良好透水、排氣之功效其了染之缺陷；本發明具 或清碎石或砂板予 回收的橡膠 及回收石礫 m于以再利用，可節 免能源之耗費，具減碳與節能功效:才才枓與施工成本及避 使用者舒適之運動跑、f， >者，及增進彈性，提供 、，並且不會批 保概念者。且改良習 成環境污染，符合環 民&用之瀝青混凝 及污染環境之缺憾。 或鋼筋混凝土不透水 上列詳細說明係針對本發明之〜 說明，惟該實施例並非用以限制〜可行實施例之具體 脫離本發明技藝精神所為之等*明之專利範圍，凡未 本案之專利範圍中。 施或變更，均應包含於 而’本發明可以解決習用之缺弊 污染的問題產生，符合綠能_ +會有造成地下水層 物再行_，Μ料提供具有^念’並且以環保回收 滑功效，除了節能、減碳，可減^透水、排氣以及防 疮战低運動場所或學校室外㈤ ^ 人工運動場之使用價值與功能，促進產業之發展，充分 符合法定發明專利要件，爰依法提出申 v 月心°月貝局核 准本件發明專财職，以麟發明，至感德便。 【圖式簡單說明】 22 201211353 第l .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2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7A圖係第6圖中BB部位之放大示意圖。 第7B圖係第6圖中BB部位之放大示竞圖。 第8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9圖係本發明一種綠建築環保透水、排氣人工運動場施 23 201211353 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。 【主要元件符號說明】 地上層1 透抓相«爾場1〇 人工運動場10 孔隙171 固化透水層11 排相敏鄉鑠或清碎石或砂粒110 孔隙114 原土壤層1A 碎石級配層或清碎石層12 碎石濾水層1B 磨擦彈性透水層13 紅磚粉層1C 黏著層14 地下建築物3 止滑面層16 混凝土層4 24201211353 VI. Description of the invention: [Technical field to which the invention pertains] The present invention provides a green building environmentally-permeable, ventilated manual construction method and structure thereof. Labor [previous technology] In the past, the climate was abnormal. The phenomenon of holy infants and anti-sacred infants brought about a hundred years of heavy rain and floods to invade various artificial sports places. The so-called artificial sports fields were made of PU or synthetic rubber or plastic artificial grass. Raw materials, rubber particle surface layer, acrylic surface layer, plastic artificial grass surface layer, laid on the ground as planned for the sports field, stadium, runway, the original asphalt concrete reinforced concrete ground 'When the person I sports place is soaking, After flooding, the runway and its surface layer are too long after being flooded, and they are subject to the sunshine (four) temperature, so that the internal water vapor can not be discharged, and the surface of the artificial sports field is embossed and undulated. Unable to use, it must be dismantled and re-applied. The reason is that the artificial sports place cannot drain down and exhaust (water vapor), that is, it cannot breathe. When the corpse 2 artificial sports field is used, there will be no dust or dust, or it will be filled with earth, Ding, 4 'but it lacks green building function'. When the site is updated, it means that the artificial sports field is easy to produce because of the slippery It is easy to cause the runway to expand, deform and even affect the function and life of the runway. However, the structure of the artificially-running stadium has the same structure, and the system is divided into a layer of 201211353, a first layer, and an asphalt concrete. The main construction method of the layer (AC layer) or a concrete layer and an artificial sports scene layer is as follows: (1) Raw soil layer: The original soil layer (subgrade, road bed) is leveled according to the design elevation. Then press the roller compactor to the pressure density of 95% or more; (2) Laying the graded layer: then the sand gravel grade or the mountain soil gravel grade (base layer), according to the design thickness, laid in the original soil The top of the layer is leveled, and then compacted by a roller press to a pressure density of 95% or more; (3) There are two types of concrete layers: (3-A) Asphalt concrete layer: on the gravel grade layer, Sprinkle a layer of emulsification first The green bottom oil is then laid on the bottom oil for the first time by using a paving machine, and then the asphalt adhesive layer is sprinkled on the coarse aggregate asphalt concrete, and then the fine granular asphalt is used for the second time by the paving machine. Concrete is laid on the coarse-grained asphalt concrete and leveled and compacted to a pressure density of 95% or more; (3-B) reinforced concrete layer: in some areas, it is not possible to use asphalt concrete to lay reinforced concrete layer Instead, it is first laid on a gravel-grade layer with a moisture-proof plastic cloth, and then reinforced concrete is laid on the moisture-proof plastic cloth according to the design elevation and slope; (4) The artificial motion scene layer can be used because of different materials. Divided into five types: (4-A) PP plastic artificial grass surface layer: plastic artificial grass made of PP plastic, glued to the above concrete layer, and then filled with plastic sand with glass sand (sand sand) Interstitial; 4 201211353 (4-B) Synthetic rubber surface layer: Synthesize a full roll of synthetic rubber elastic surface layer with natural rubber and other materials, glued to the above concrete layer; (4-C) PU surface Layer: using PU material in liquid form (or mixing) Granular PU material) layered on the concrete layer mentioned above, the top layer is laid with granular PU material; (4-D) rubber particle surface layer: mixed with granular PU material or rubber particle material and glue Laying on the above concrete layer, the top layer is leveled and slip-proofed with other materials; (4-E) Acrylic surface layer: is made of acrylic paint and other materials and is coated on the concrete layer; The unit of the (1) raw soil layer, if there is an underground building under the artificial runway, a concrete layer above the roof of the underground building is impervious to water, and therefore, other methods are needed to solve the problem. All of the above-mentioned conventional artificial sports fields and course tracks have the following disadvantages: 1. The artificial concrete field, the green concrete layer of the course track or the reinforced concrete layer, combined with the impervious artificial sports field material, can cause the internal water gas to be discharged. However, the surface of the artificial sports field is raised or wrinkled and can not be used. In addition to energy consumption and no carbon reduction effect, the rainwater cannot penetrate into the ground through the concrete layer containing the asphalt, and the greening material is polluted. , does not meet the concept of environmental protection; Second, the artificial artificial sports field, the track construction of the stadium is time-consuming and laborious, 201211353 materials do not meet the requirements of carbon reduction and energy saving; and synthetic rubber surface layer, PU surface layer, rubber particle surface layer and acrylic surface Layers and so on are not only ideal for water permeability, they are not able to drain down and exhaust upwards (water vapor), and the cost of materials and energy is also high, and the standard of carbon reduction and energy saving is also not achieved. SUMMARY OF THE INVENTION One object of the present invention is to provide a green building environmentally-permeable and ventilated artificial sports field construction method and structure thereof, which can increase water permeability and exhaust function and soil and water conservation, and will not cause environmental pollution, and conform to environmental protection concepts. . One object of the present invention is to provide a green building environmentally-permeable and ventilated artificial sports field construction method and structure thereof, which can utilize materials for recycling, can save material and construction cost, avoid energy consumption, and have carbon reduction and energy saving effects. . An object of the present invention is to provide a green building environmentally-permeable and ventilated artificial sports field construction method and structure thereof, which can quickly guide a huge storm, flooding to a drainage system or a raw soil layer. The construction method of the present invention which can achieve the above object of the invention includes: (A) firstly leveling the original ground layer of the artificial sports field area, leveling and compacting according to the designed elevation to form a ground layer with a predetermined pressure density standard; Mixing with recycled gravel or clear gravel or sand and adhesive, evenly laying on the upper layer of the ground. When the adhesive solidifies and joins the overlap of the gravel, the remaining gap between the gravel forms a plurality of pores. Completing the cured water permeable layer; 6 201211353 (c) A frictional elastic permeable layer for reclaiming tire granules, recovering rubber granules or recovering PU granules, recovering rubber sole particles or artificial rubber granules and adding an adhesive uniformly, uniformly laying on The aforementioned curing on the water permeable layer. The upper side of the elastic water-permeable layer is further combined with a layer comprising a plurality of anti-slip resin, a water-permeable resin surface layer, a plastic artificial grass or a color paint, preferably the water-permeable resin surface layer and the friction elastic water-permeable layer. One piece is formed. Preferably, the recycled gravel is selected from the group consisting of recycled concrete gravel, various non-toxic waste gravel or clear gravel or sand, partially or wholly combined with an adhesive, and the adhesive used in the cured water-permeable layer comprises Mixture of cement slurry, cement mortar, porous concrete, cement slurry and resin, mixture of cement slurry and resin and seaweed powder, mixture of cement mortar and resin, mixture of cement mortar and resin and seaweed powder, cement slurry and seaweed powder a mixture of a mixture of cement mortar and seaweed powder, a polyurethane resin (POLYURETHANE), a melted acrylic paste or a hot melt asphalt for combining and coagulating a plurality of recycled gravel or grit or sand lap joints, The remaining pores between the gravel or the gravel or the sand can be drained and the cost is low. The adhesive used for recovering rubber particles or recovering PU particles, recovering rubber sole particles or artificial rubber particles comprises a mixture of resins, a mixture of resin and seaweed powder, a polyurethane resin (POLYURETHANE), a melted acrylic paste or a hot melt asphalt. Any of them has a suitable viscosity and is longer during the solidification of 201211353. The delay of the construction procedure can be combined and overcome. The adhesive is combined with the recycled rubber particles or recycled PU particles or artificial rubber particles to recover the rubber sole particles. The junction is combined with solidification, and the remaining pores between the particles can be drained and the cost is low. Preferably, the upper layer of the ground is further laid with sand or mountain soil gravel grade or / stomach gravel according to the design thickness flattening, and compacted to a predetermined pressure density standard one of the water-permeable gravel grade layer or clear The gravel layer is bonded to the upper side of the gravel grade layer or the clear gravel layer. The invention further comprises the step of the soil layer or the cured water permeable layer and the gravel grading layer, combined with at least a permeable drain pipe having a plurality of pores on the surface for quickly guiding the huge rainstorm and flooding to a The upper layer of the drainage system or the original soil (A) contains the original soil layer or the gravel layer or the powder layer or the combination of the broken water layer and the original soil layer, because when the artificial runway is below - the underground building Above the roof of the underground building: there is a concrete layer that is impervious to water. Therefore, the upper layer of the county is replaced by the original layer of the soil layer, and the gravel layer is laid underground. (4) The upper side of the concrete layer above. And burying the drainage pipe to the inside of the gravel drainage layer or the original soil layer or the interior of the gradation layer = such as a solidified permeable layer, a gravel grading layer, and draining the accumulated water of the artificial sports field to the drainage pipe to - The original soil layer or the external drainage system to solve the problem that the artificial sports field above the building cannot be drained. , Solution 201211353 By this method, compared with (4), it has the effect of good water permeability and exhausting, and can quickly guide the rainstorm and flooding to the original soil layer or other drainage system, which is reused by using recycled rubber and stone discs. It can save material construction cost and avoid (4) consumption #, with carbon reduction and H effect, and to achieve flexibility, slip, provide users with comfortable sports track, stadium, and ^ will not cause environmental pollution, Reducing the concept of sports venues or school outdoor environmental protection system ^ Embodiments [Embodiment] As shown in Figures 1 and 2 and 3, the present invention provides a green building environmentally-permeable, ventilated person I sports field construction method, which is scheduled to be Laying on the artificial sports field of the present invention, according to the method of the present invention, the invention method for forming the 'Wang Lechangqin-general material, material, and runway invention includes: ▲ (A) is the artificial ground field of the artificial sports field Some of the above-ground layers are designed to be leveled and compacted to form - the formation of a predetermined pressure density standard - the upper layer (8) to recover stone butterfly or gravel or sand 1H) with an adhesive mixture, both: sigh 4 On the upper layer i, when the adhesive is solidified and combined with the recycled stone dish or the gravel riding 11G _ lap joint, the remaining gap of the sarcophagus is formed to form a plurality of pores 114, having a porosity = water "(four), and The invention can be permeable to water and ventilating, permeable to water 201211353 (6) to recover rubber or to recover π; or artificial rubber, recycled rubber sole particles made of predetermined f 帛 A small particles plus adhesive (not shown) Thereafter, it is evenly laid on the cured water-permeable layer n to form a porous: one of the water-permeable ones is rubbed by the elastic water-permeable layer 13. The above-mentioned cured water-permeable layer 1 is rubbed and elastically permeable layer 13 is solidified and combined with each other during the application. The curing of the water permeable layer U and the frictional elastic permeable layer 13 while maintaining the water permeable and venting functions. (A) is an embodiment of the invention (see Figures 4 and 5), The upper layer of the ground layer includes, for example, the original soil layer iA or the gravel water layer m or the red monument powder layer 1C or the broken; the 5 water layer 1B and the original soil layer ια< combination of any " If the layer is the original soil layer, it must be cut to lay the invention. The original soil in the area of the artificial sports field shall be leveled according to the designed elevation, and then compacted by a rolling machine. The density of the compacted one must be pressed to the original soil layer of 95% or more. The above (Β) Item, the method (Β) is constructed by recycling gravel or clear gravel or sand 110 with an adhesive, and in this embodiment, it is laid on the bad layer of the original soil in a pre-drop or field-off manner. When the adhesive is solidified and bonded to the overlap between the recovered gravel or the gravel or the sand, the remaining gap between the recovered stone or the gravel or the sand 110 forms a plurality of pores: 114, forming a stone or The lap joint of the gravel is a little agent, and the non-lapped portion has a plurality of pores to supply water to seep out the outer row, thereby completing the permeable and permeable layer U of the present invention. 201211353 The recycled gravel is selected from the stone 榉 一 + + 口 口 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝 凝The adhesive used in the permeable layer 11 of the servant and the viscous viscous layer comprises cement water sand poly, porous concrete, a mixture of cement slurry and resin, a mixture of cement and resin and seaweed powder, a mixture of cement sand and resin, Mixture of cement mortar and resin and seaweed powder, mixture of cement slurry and seaweed powder δ cement sand and seaweed powder, polyurethane resin (POLYURETHANE), melted acrylic or heat (4)# For most of the time, the gravel or gravel UG or gravel lap joints are combined and solidified, and the recovered gravel or gravel or sand 11 〇 or the remaining pores between the gravel can be drained. The adhesive agent described in the month 1J is made of cement or cement sand, wherein the moisture added is to make the cement slurry or the cement mortar have a proper consistency, and is combined with the recovered gravel or the gravel or the sand 110. At the combined solidification, the remaining pores between the recovered gravel or the gravel or the sand 110 can be drained and the cost is low. The porous concrete system is a semi-dry concrete structure, and the water mixed with the concrete is less than the common concrete, and combined with the recycled stone or the gravel or the sand 110 to bond and solidify, the recycled stone The remaining pores between the gravel or the gravel or the sand 110 can be drained and are inexpensive. Compared with the construction restrictions and inconvenience caused by the early initial setting of cement or concrete, the resin, melted acrylic or hot-melt asphalt has the appropriate viscosity, and its solidification time is longer. Time delay can be combined and overcome, and can be an excellent adhesive for the present invention; 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 resin, and seaweed powder The mixture, the mixture of cement and seaweed powder, the mixture of cement sand and seaweed powder are appropriately given to the recovered stone dish or the gravel or the grit.] A water permeable hole 114 can be formed between the two sides. Therefore, the present invention is applicable to moisture and resin or The blending of seaweed powder is relatively semi-dry blending. The resin or seaweed powder can be mixed to delay the initial setting time of cement concrete or cement sand, and the appropriate consistency is controlled. Some recycled stone discs or clear gravel or sand ι 〇 〇 joints combined with solidification, the recovered stone disc or clear gravel or sand ιι〇 remaining pores It can be drained and the cost is low. The adhesive of the invention is easy to be uniformly mixed on the recycled stone butterfly or the gravel or sand 110, and the fluidity is controlled so that the machine can be laid, and the dry shrinkage shrinkage and adhesion of the recovered stone butterfly or clear gravel or The overlap of the sand particles 110 is such that the remaining holes 14 between the stone or clear gravel or sand 11G are not. Covering with the adhesive to form an excellent drainage hole' and the process is fast and simple, it can save a lot of time and cost. Please refer to Figure 4 again. The top layer i above is further paved with sand or mountain soil broken money layer or clear gravel layer 12 according to the design thickness... and compacted to one of the pre-required density standards. The grading layer or the gravel θ 4 gravel grading layer or the clear gravel layer 12 is embossed on the upper side and combined with 12 201211353 under the solidified permeable layer u, and can withstand the heavy weight of the vehicle and the like in the present invention. In order to prevent the function of the permeable structure composed of the whole of the invention from being damaged by external forces, the drainage function is improved. Then, in the item (c), after the curing of the water-permeable layer is completed, a friction elastic pervious layer 13 of appropriate thickness is laid, and the friction elastic permeable layer is used to recover waste tires, rubber, artificial rubber, recycled rubber soles, etc. First, the person is crushed to form a plurality of granules having a predetermined size, and the particles are uniformly mixed with the granules and then laid on the cured water permeable layer u to be composed of rubber particles of predetermined size and granular shape. The frictional elastic-permeable layer 13 is made porous to allow water to permeate or discharge the internal vapor and to increase the elasticity of the present invention. The recycled rubber granules or recycled granules or artificial rubber, recycled rubber sole particles, and the mixture of the resin comprises a mixture of the resin, a mixture of the resin and the seaweed powder, a polyurethane, a melted acrylic «Hot Recycling青之任—A species with a suitable viscosity for a longer solidification time' can be combined and overcome for the delay of the maintenance procedure, which is combined with the recycled rubber particles or recycled PU particles or artificial rubber particles. The coagulated 'remaining pores between the particles can be drained and the cost is low. Please refer to paragraphs 5, 6, and 7A for the frictional elastic permeable layer 16 such as a plurality of anti-slip resin, 7B, an embodiment of the present invention, the upper side of the upper 13 is further provided with a surface layer 16, the rubber particles of the surface, Permeable resin surface layer, plastic 201211353 artificial grass (please refer to Figure 7B) or color paint to increase the anti-slip effect, and at the same time benefit (10) resin light transmission effect and supplementation, to supplement or highlight the friction elastic pervious layer 13 The color of the surface is more even and sharp, and the embodiment of the anti-slip resin, such as granules or flakes, is irregularly coated or sprayed on the surface of the elastic water-permeable layer 13 by rollers. The color paint rubs on the upper side of the elastic water-permeable layer 13, and in addition to having a color enamel, the color paint has a high friction coefficient and can prevent slippage. Referring to Figures 6, 7A, and 7B, the surface layer 16 bonded above the friction elastic pervious layer 13 is a plastic artificial grass (see Figure 7). The plastic artificial grass has elasticity and anti-slip function for children or users. It is not easy to fall over the plastic artificial grass and has high safety. Further, a plurality of fine sand or rubber particles (not shown in the figure) can be provided on the upper part of the 4 plastic artificial grass to make the user step on the pedal more comfortable and safe, and provide better anti-slip effect. Referring to FIG. 8 , the present invention further has at least one permeable drain pipe 17 in the upper layer 丨 (original soil layer or gravel water layer 1 Β) or the cured permeable layer u and the gravel grading layer, the permeable drain The surface of the tube 17 has a plurality of pores 171 for quickly guiding heavy rain and flooding to a drainage system. Therefore, in the present embodiment, the permeable pipe 17 is combined with the gravel grading layer or the gravel layer 12 Internally, rainwater or the like is directed to a drainage system 18 or drained to the original soil layer' thus increasing the displacement and drainage rate. Referring to FIG. 9, another embodiment of the present invention, below the artificial runway of the present invention is an underground building 3, the underground building 3 on the roof 14 201211353 has a concrete layer 4 is impervious to water, therefore, The original soil layer 1A generally used in the above-mentioned ground layer 1 is replaced by a gravel water filter layer 1B, and the gravel water filter layer 1B is laid on the upper side of the concrete layer 4 above the underground building 3, the gravel The water-repellent 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-repellent layer ib 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 a raw soil layer ia for increasing the artificial sports field elevation of the present invention to meet the needs of the local temperature and increase the drainage path; The permeable drain pipe can be used and buried in the gravel water filter layer 18 or the raw soil layer 1A or the cured water permeable layer u, the gravel grading layer or the clear gravel layer a. The permeable drain pipe 17 is drained to the raw soil a 1A or the drainage system 18 to solve the problem that the artificial sports field above the building cannot be drained. The operation steps and structures, and the resulting effects are exactly the same as those of the foregoing embodiments. Thereby, the artificial sports field completed by the green building environmental protection artificial sports field construction method forms a water permeable and exhausting function, and the body water can be introduced into the ground layer of the ground layer to absorb drainage or drain to a row, 'There is a defect that is different from the conventional artificial sports field impervious to water and asphalt concrete and other basic environmental pollution; the invention has good water permeability and exhaust effect', and it can be reused by using recycled rubber and stone butterfly to save material and construction. Cost and energy consumption, carbon reduction and energy saving, and increase 15 201211353 flexibility, provide users with comfortable sports track, and will not cause environmental pollution, comply with environmental concept, and improve the use of asphalt concrete or steel The impermeability of concrete and the pollution of the environment. In combination with the above-mentioned construction method of the present invention, the structure of the manual movement and the movement field, which is shown in the figures 1 to 3, together with the structure of the green building environmental protection artificial sports field is disclosed. The method comprises: an upper layer 1, a cured water permeable layer 11, and a friction elastic permeable layer 13. The original ground layer of the artificial sports field area is leveled and compacted according to the designed elevation to form an upper layer 1 of a predetermined pressure density standard; the recovered gravel or the gravel or the sand 110 is added with an adhesive, Evenly laid on the first layer of the ground layer, when the adhesive is solidified and bonded to the overlap between the recovered gravel or the gravel or the sand 110, the remaining gap between the recovered gravel or the gravel or the sand 110 is formed. The plurality of pores 114 are completed to complete the water-permeable and ventilating cured water-permeable layer 11 of the present invention; the recovered rubber or recycled rubber material or the artificial rubber recovered rubber sole is made into a predetermined sieve size particle plus an adhesive (not shown) After mixing, it is evenly laid on the above-mentioned cured water-permeable layer 11 to form a porous and water-permeable one of the elastic elastic-permeable layer 13. The curing water-permeable layer 11 and the friction-elastic water-permeable layer 13 are applied during the application, wherein the adhesives (not shown) of the respective units are solidified with each other to bond the cured water-permeable layer 11 and the elastic water-permeable layer 13 and At the same time maintain the function of water and exhaust. 16 201211353 - The embodiment of the invention (see Figures 4, 5, 6, 7a, 7β, 8, 9), wherein the upper layer i comprises the original soil layer 1A or the gravel water layer η or the red monument powder Any of the layers 1C or the combination of the gravel layer 1B and the original soil layer. If the above-mentioned ground layer 1 is the original soil layer 1A, the original ground soil in the area where the artificial sports field of the runway of the present invention is to be laid must be firstly leveled according to the design elevation, and then compacted by a rolling machine. The actual density must be better than 95% of the original soil layer 1A. The cured water permeable layer U is bonded to the upper side of the ground, and the cured water permeable layer 1 is selected from the group of recovered stone discs or clear gravel or sand, and is laid on the upper layer t of the ground. When the adhesive is solidified and combined, the gravel or the crushed material is recovered. The overlapping portion of the stone or sand granules 'recycled stone discs or clear gravel or sand grains forms a plurality of pores to complete the cured water permeable layer 11; the friction elastic permeable layer 13' is used for recycling tires, recycling rubber or recycling The pu, the recycled rubber sole or the artificial rubber is firstly pulverized to form a plurality of granules having a predetermined size, and the rubber granules and the adhesive are uniformly mixed and laid on the cured permeable layer u. In addition, the adhesive is evenly mixed, evenly laid and adhered to the cured water-permeable layer u and combined to increase the elasticity, the far-adhesive agent is selected from the mixture of the resin, the mixture of the resin and the seaweed powder, and the polyurethane resin (P 〇LYURETHANE), melted acryl or poly shuangqing qing ren-species' used to reclaim the remaining space between the rubber particles to permeable and venting; 17 201211353 s Hai rub elastic permeable layer 13 It is porous, which is good for rain (product) water to penetrate downward, and the water accumulated inside the invention and which is generated by the irradiation heat can be discharged upward. Further, the upper side of the friction elastic-permeable layer 13 is further combined with a side layer 16 comprising a plurality of anti-slip resin, rubber particles, a water-permeable resin surface layer, a plastic artificial grass (see FIG. 7B) or a color paint for adding The anti-slip effect, and at the same time, the light transmissive effect and the complementary action of the resin are used to supplement or highlight the color of the surface of the friction elastic pervious layer 13, which is more even and glamorous, and the anti-slip resin is applied in an embodiment such as granular or The sheet is irregularly coated or sprayed on the surface of the friction elastic pervious layer 13 by a roller. The color paint rubs on the upper side of the elastic water-permeable layer 13, and in addition to having a color decoration, the color paint has a high coefficient of friction and can prevent slippage. The foregoing recycled gravel is selected from any one of recycled concrete gravel, various non-toxic waste gravel or by using clear gravel or sand, partially or completely combined with an adhesive (not shown). The adhesive comprises cement slurry and cement. Mortar, porous concrete, mixture of cement slurry and resin, mixture of cement slurry and resin and seaweed powder, mixture of cement mortar and resin, mixture of cement mortar and resin and seaweed powder, mixture of cement slurry and seaweed powder, cement mortar And a mixture of seaweed powder, polyurethane resin (p〇LYURETHANE), melted acrylic or hot melt asphalt, used to combine the solidification of most recycled stone butterfly or clear stone or sand 110 or gravel joint The recycled stone or clear gravel or sand 110 or the remaining pores between the gravel can be drained. 201211353 The foregoing adhesives are made of cement slurry or cement mortar, wherein the added moisture is to make the cement slurry or cement mortar have a proper consistency, and 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 110 can be drained and the cost is low. The porous concrete system is a semi-dry concrete structure, and the mixed concrete has less moisture than the common concrete, and is combined with the recycled gravel or the gravel or the sand 110 to bond and solidify. The remaining pores between the gravel or the gravel or the sand 110 can be drained and are inexpensive. It has a suitable viscosity compared to the construction restrictions and inconveniences caused by the early initial setting of cement or concrete. The resin (including polyurethane resin), melted acrylic or hot melt asphalt has a suitable viscosity. Longer solidification time' can delay and delay the construction process, and can be used as an excellent adhesive for the present invention; a mixture of cement slurry and resin, a mixture of cement t and resin and seaweed powder, a mixture of cement mortar and resin a mixture of cement sand and a mixture of resin and seaweed powder, a mixture of cement slurry and seaweed powder, a mixture of cement sand and seaweed powder, and a water-permeable hole 114 can be formed between the recovered gravel or the gravel or the sand. Therefore, the present invention is suitable for the formulation of moisture and resin or seaweed powder, and is generally semi-dry mixed with the cement mortar. The towel or the seaweed powder can be mixed to delay the initial setting time of the cement slurry or the cement mortar, and the control is appropriate. Slightly, combined with the recycled gravel or clear gravel or sand 110 overlap condensed S], the recovery 201211353 butterfly or / month crushed stone or sand 1 The remaining pores between 1G can be drained and are inexpensive. △In order to form the water-permeable and exhausting power of the structure of the environmental protection and human-powered sports field, the fluid moisture in the surface of the artificial sports field can be introduced into the original soil layer or the drainage system, which is different from the conventional artificial sports field. The defects of basic environmental pollution such as riding soil; this hair has the effect of good water permeability and drainage, and it can be reused by using recycled rubber and stone butterfly, which can save material "cost of source of month b" with carbon reduction and recycling energy saving effect And the flexibility and slippage to provide users with comfortable sports track, and will not cause environmental pollution, comply with environmental protection concepts, and improve the conventional asphalt concrete impervious to water and environmental pollution. Progress can be artificial in this plastic The grass rubs the elastic permeable layer 13 on the upper part "multiple,·~ or rubber granules (not shown) to make the user step on more comfortable and safe, can provide better anti-slip effect, and complete the invention; May Referring to FIG. 8 at the same time, preferably, in the embodiment of the present invention, the top of the raft is further laid with a gravel gradation layer or a /month gravel layer 1 2 leveling according to the thickness of 9 and tamping to a gravel grade layer or a gravel layer 12 having a predetermined pressure density standard to form a water permeable gravel grade layer or π gravel layer 12 for adding The invention has the water permeability and the large pressure and the drainage function. See Figure 1 and Figures 8 and 9 for the invention. The invention proceeds to the first soil layer or the cured water layer u, the gravel grade layer. Or clear gravel layer 12, combined with 201211353, there is at least one permeable drain pipe 17'. The surface of the permeable drain pipe 17 has a plurality of pores πι for quickly guiding heavy rain and flooding to a drainage system 18; therefore, in this embodiment For example, the permeable drain pipe 17 is combined with the interior of the gravel grading layer or the clear gravel layer 12 to guide rainwater or the like to a drainage system 18 or to the original soil layer, thereby increasing the displacement and the drainage rate. Figure 9 is another embodiment of the present invention, wherein the unit portion of the above ground layer 1 is a raw soil layer 1A, and if there is an underground building 3 below the artificial runway, the underground building 3 has a concrete above the top Layer 4 cannot be drained, the present invention utilizes a gravel drainage layer 1B The upper side of the concrete layer 4 above the underground building 3 is extended to the other original soil layer on both sides of the gravel water filter layer 1B. Therefore, the water permeated by the present invention can be guided by the gravel water filter layer (7). Leading 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 a combination of original soil layers, which is used to increase the artificial sports field elevation of the present invention. Cooperating with the needs of the local height and increasing the path of drainage; thereby, the permeable drainage pipe 17 is combined with the gravel grading layer or the gravel layer η or in the solidified permeable layer u, the gravel drainage layer ιβ The stone water layer m replaces the original soil layer, and the permeable pipe 17 guides rainwater or the like to the drainage system 18 or the bow to the original soil layer, so that the upper side of the underground building 3 can be appropriately matched. The concrete layer 4 cannot guide the drainage to the original soil layer, and the application process and structure, and the effects produced are completely the same as those of the foregoing embodiments. 21 2012113^3 Wrong, the money building environmental protection artificial movement function, the surface of the artificial sports field can be formed into water permeation, exhaust absorption drainage or drainage to a torrent of water into the original soil layer but the water system However, there is a foundation such as impervious to water and asphalt concrete. The artificial movement of the heart has good permeable and venting effects, and the dye is damaged. The rubber or recycled gravel of the present invention with or without gravel or sand is In order to re-use, energy consumption can be saved, and carbon reduction and energy-saving effects can be achieved: only the construction cost and the user's comfortable movement, f, > and the promotion of flexibility, provision, and will not be approved Protect the concept. It also improves the environmental pollution and meets the shortcomings of asphalt coagulation and environmental pollution. And the reinforced concrete impervious to the arboring of the present invention is not intended to limit the scope of the patents of the present invention. in. The application or change should be included in the 'the invention can solve the problem of the use of the problem of pollution, in line with the green energy _ + will cause the groundwater layer to re-run _, the material provided with ^ mind' and environmentally friendly recycling slip Efficacy, in addition to energy saving, carbon reduction, can reduce water, exhaust and anti-septic warfare low sports venues or school outdoor (5) ^ the use value and function of artificial sports field, promote the development of the industry, fully comply with the statutory invention patent requirements, Shen v Yuexin ° month Bay Bureau approved this invention for special financial positions, invented by Lin, to the sense of virtue. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing an embodiment of a runway made of a green building environmentally-permeable, ventilated artificial sports field construction method and structure thereof. Fig. 2 is a schematic view showing the construction steps of an embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field construction method and structure thereof. Figure 3 is an enlarged schematic view of the AA portion of Figure 1. Fig. 4 is a cross-sectional structural view showing still another embodiment of a track made of a green building environmentally-permeable, ventilated artificial sports field construction method and structure thereof. Fig. 5 is a schematic view showing a construction procedure of a further embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field construction method and structure thereof. Fig. 6 is a cross-sectional structural view showing an embodiment of a runway made by a green building environmentally permeable, exhaust artificial sports field construction method and structure thereof. Fig. 7A is an enlarged schematic view of the BB portion in Fig. 6. Figure 7B is an enlarged representation of the BB portion of Figure 6. Fig. 8 is a cross-sectional structural view showing still another embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field construction method and structure. Figure 9 is a schematic cross-sectional view showing an embodiment of a green building environmentally-permeable and ventilated artificial sports field according to the present invention. [Main component symbol description] Above ground layer 1 through the grasping phase « er field 1 〇 artificial sports field 10 pores 171 solidified permeable layer 11 row of phase sensitive nostalgia or clear gravel or sand 110 pores 114 original soil layer 1A gravel grading layer or Clear gravel layer 12 Crushed water filter layer 1B Friction elastic pervious layer 13 Red brick powder layer 1C Adhesive layer 14 Underground structure 3 Anti-slip surface layer 16 Concrete layer 4 24