1308555 九、發明說明： 【發明所屬之技術領域】 本發明係有關一種水資源回收系統設計，尤指_種地表 為製設具透水性，可快速導入雨水至地層土壤中，使土壤之 含水性增加，可將過多之滲水藉深層鑽設之垂直水道予導入 地底水層中，透過附設之集水箱涵可儲存過濾水，以備缺水 時應急需者。 【先前技術】 按，習式之混凝土鋪面施工法’大都先澆灌足量混凝土， 整平其表面後再鋪貼地碑以形成鋪面。由於混凝土不具透水 性，碑體表面的水份無法滲入混凝土下方土壤中，故於地表 面谷易產生大量積水，急速於單—地區下大雨時更容易產生 水災。 再者’長期使雨水無法下渗至地下土壤中，經研究發現 會造成都斜之熱島效應，間接影響人體之健康。 而地底土壤-直沒有雨水之滲入，將會造成地底深層下 地下水_ ’水f源之賴6是近來各國努力之目標，因此 更需作一有效之規劃。 【發明内容】 本發明之主要目的在提供-種水資源回收纽，具有高 透水性之縣透水騎塌面構造於地表，從轉低地表面 積水之機會，而達充份回收雨水之效果。 1308555 本發月之次要目的在提供—蘇处 種水貝源回收系統，可導入 滲透水至深層地底水層，以幽含 、、 丑田地下水層之水量’防範因地 下水源枯竭進而造成地層下陷者。 本發明之另—目的在提供—種水資源时緖，可於通 往深層地底水層之垂直錢水道巾，連通有深淺不-之集水 箱涵’使㈣直溢流水射水量過㈣可紐至各箱涵中， 儲存後再供地表汲水使用者。 - 為達上述目的，本發明之水資源回收系統，係具有下列 特徵施工步驟： 1. 於碎石層（級配層）中鑽設有深層之垂直溢流道進入深 層地底’使騎之垂直溢鱗穿赵透水之减水地層（黏土 層）’並於垂直溢流勒填人有麵作用之大、小石子及沙 土，達到可篩濾雜質； 2. 於垂直溢流道周_埋深度及紐之集水箱涵，各集 水箱涵以連通管與垂直溢流道相連接，於連通管内設有攔沙# 之過濾體； •各集水箱涵設有汲水管上通至地表，透過此汲水管可 抽取箱涵中儲水； 4.採環保透水混凝土鋪面施工法構築透水性地面，使地 表舖面下埋設有多數之透水管，各透水管為穿入地下土壌透 水層中； 1308555 藉由上述各步驟之施工方法及裂置所建構之鋪面及結 構’具有可使混凝土鋪面上之雨水快速㈣人地底，而達充 伤回收雨水貝源之效果，除使得地下土壤含水性增加具防止 熱島效應發生外，兼具有深層地下水之儲備效用，更因設有 地底之集水箱涵之設施’可於乾旱缺树_财使用。 本發明之詳細構造及其他特點將可於閱讀以下配合附圖 實施例之詳細說明而趨於明瞭。 【實施方式】 本發明應用特殊工法，使其地表之鋪面形成具有透水 性’舉凡施作環保透水混凝土鋪面施卫法，或者將已鋪設為 不具透水性之地表，二次加錢其鑽設具導水管道之方式， 皆得具有可為下渗雨水以收集應用之f，舉_施作透水混凝 土鋪面之施工為例，其施工方法係包括下列步驟： 凊參第1圖，將複數個中空柱狀導水管^ 〇與封口塞蓋 2 0、單το架構3 1、3 2組合，以形成導水管單元；各單 70架構上設有掛孔3 5及扣榫3 6，使得各導水管單元可為 串聯組接。 請參第2圖’將上述導水管單元鋪設於欲施工工地，較 佳之實施例為於碎石層（級配層）上鋪設高透水性之沙層或碎 石層4 2，再將各導水管單元於組合後置於該沙層或碎石層 4 2上，再灌庄混凝土41於上述欲施工工地中，包覆住導 1308555 水管單元，概啟封4蓋2⑽’可縣好套上濾網6 高職歸之祕，雜耻翻後，枚成透水性 鋪面建構。 請參第3圖，為使環保透水鋪面施工之效率提高，可於 2 〇之上結合—模板5 ◦，使混凝土不致灌入導水 吕1〇内，且透實及抹平等動作，在掀起封口模板5〇 後，表面自動形成集水溝。因此，藉上述模板結合可節省施 工工時而降低生產成本。 “本發明為使施工上可快速施作雜透讀面，可將封合 塞蓋2 ◦缸廠預先封設於中空管體1 0上之開口，可贼 施工時，級^其他異物進人管體之各管體1 0内而產生 者塞’所述封σ塞蓋2 0可製設以紙f材料藉糊黏著於封 口模板5 ◦，#鳴5 L㈣權侧U，經自動 化機具熱壓⑽封合塞蓋2 〇相結合者，亦可為以膠料經高 壓射出一體成型製成封口模板5 〇及封合塞蓋2 〇，形成為 一種封口之模板，_封口模板上設有複數處框孔5丄，俾 利洗注混凝切形錢駐_之造型磚科廓，且觀凝 土鋪面建構完成後’可快速取下各封口模板，而增進整體施 作之速度’並具魏佳之排水性作用。 一如上所述’本發明於製設透水鋪面，所儀之導水管單 兀兀件係包括.管體工〇之管身微設有錐度(或可為管體之外 1308555 徑上設有卡固外環），上單元架構3 ^及下單元架構^上 刀別又有孔供官體10嵌入。該孔之孔徑係分別配合管體 1 下&和之外彳f ’使管體1 〇穩定地錢於單元架 構^又封口模板5 0係可製設以紙質材料藉膠劑黏合封口 塞蓋^ 1或為以轉材料—體結合封口塞蓋製成，而將 導^單元鋪°又於欲施工的工地上，該步驟之重點為需將導 水官早7G的底端部插人卫地土勒或_之沙層或碎石層4 2内’灌歧凝土4 1，於待混凝土凝固後，再掀起封口模 板5二（如圖3所示）即輕易得到—完整之透水混凝土鋪面。 請參第4圖所示，本發明之水資源回收祕#未於地表 面製設透摘面之前，係可於碎石層（舰層）4 3預先施作 深層之垂趋流_虹程，其包括如睛祕啦層（級配 層）4 3之下採深度鎮設一垂直溢流道7 〇，使垂直溢流道7 0為穿越釘方之土壤滲水層4 4及祕水地層（黏土層）4 5，之於垂直溢流道70之孔道中直接填入大小不一之石頭 7 1 (或其他透水物質）及導水性較佳之沙土，使其具有防止 土壤回補並具初步之過濾功能；沿此垂直溢流道7 〇之周邊 或土壤滲水層44以下，可預先埋設有淺位集水箱涵72或 深位集水箱涵7 3，各集水箱涵上位處與垂直溢流道間以管 道相連通，並於管道之中填設有由透水棉或不織布組成之攔 沙過濾體7 4，以防沙石滲流入。 1308555 如此，當地表雨水大量下滲至垂直溢流道7 〇後，可循 此一溢流道快速將碎石層（級配層）4 3已含水飽合雨水過多 狀態下導流至深層之地下或地下水層中，如因集水過多之情 形時，其被初步過濾之地下水，則又將回溢上來，其藉垂直 溢流道7 0可溢流至各個不同職之集水箱涵，使其溢滿儲 存於深位集水箱涵7 3或淺位集水箱涵7 2中以為備用，各 箱涵連通有汲水管7 5至地面，於出口端可設有上蓋7 6， 該上蓋更可設置透氣孔7 6a以作為集水箱涵人水時之氣體 排出者。 因此’當大量集中下雨於單一區域時，其雨水除了藉由 排水溝導人雨水下水道之外，更可快速以本案之透水鋪面予 以排入地下土射’其具有防範造成都市内水災之發生，同 日π更可補足現今人行道混凝土地表充斥，造成無法透水而使 地下水枯竭之情況’兼具防止地層下陷之危機，更深一層之 思義在於，地下水可藉由系統之溢流道及儲水箱涵以予儲 備’當遇及乾旱來臨時，可藉由滅狀财管使得由地表 上抽水使用’當整體之碎石層（級配層）可適當地吸收雨水達 -定座度時’將具有防範熱島效應產生之功效。 凊參第5圖所示’本發明—較佳之實施例中，其係將垂 直溢流道f體7 Qa為以大型师管或金屬管或混凝土管製 成’其於預埋時上端突設於碎石層c級配層）4 3處，為求得 1308555 較佳之滲水魏，胁管體之上端可H集水蓋6 3，於 集水蓋6 3上設有入水孔6 4，再於入水孔之外部包覆上攔 "70件6 5，使其加大人水之表面積以加速導人水之财. 而垂直溢流道之管體7 〇a於管壁上更設有出水孔6 6 ^便 將過多之渗水集中導流至深層之地下水層，以補充地下水源 之不足。 同時，如圖所示為方便制—段時間後於集水蓋6 3之 入水孔6 4處可能產組塞之情形，因此本㈣之錢可於 垂直溢流道上端内暨集水蓋6 3之上，設有—深人至地面下 之淘洗管67，於淘洗管67上端地面處加設有上蓋68 ; 如此=定期保養工作進行時，可將其上蓋6 8掀除後，直接 插入同壓射水管，使其藉由在淘洗管6 7之管内向外高壓水 柱之/中激以淘洗出集水蓋6 3上之卡附污物，或淘洗管6 7各出水孔6 6上之卡附污物以常保滲水功能之確實。 為求得較快速之導水性，其於垂直溢流道之管體7〇a · ”匈洗ΐ 6 7管壁間’亦可為填設過滤之石頭或其他人工透 水物質’達顺速導通水鮮會堵塞之魏，使其偃然成為 地底水井一般。 如第5圖中所示，本發明其更可以應用毛細透排水帶8 〇或其匕排水管或透水材料，使其預鋪於碎石層（級配層 3中或者是預鋪於沙層或碎石層4 2中’使其毛細透排水 11 1308555 帶8 0與垂直溢流道管體7 0a連結，亦可與没水管7 5連 結’如此可有效地將各地層於含水量飽合下，快速吸排出其 . 水份’以進入管道之中，防止過多水份之積存而造成地層爛 . 泥現象’可防弊地層之下陷。 如第7圖示，應用毛細透排水帶8 〇時，其搭配使用集 水管體81 ’需先於集水管體81之管段上切設出一細縫8 2再使其毛細透排水帶8 0穿入該細縫8 2之内，藉其構 造中之集水管束8 3以吸排出水。在整地工程地下排水上之籲 應用，可利用毛細透排水帶進行地面下之導、排水設計，以 降低地表逕流之沖刷並涵養水源，其應用上應注意事項包括： (1) 毛細透排水帶鋪設深度依地下水位而定，一般情況建 議至少有30cm的覆蓋土層。 ' (2) 為增進集水效果，可於毛細透排水帶下面鋪設有約 5cm之粗砂級配。 (3) 毛細透排水帶平面鋪設位置，建議採以交錯形式排擊 列，而鋪設之水平間距，依地下水位、雨量以及土壤滲透能 力等條件而定。 (4) 使用毛細透排水帶與集水管銜接附件，將排水帶中所 收集之水料至餘糾縣水份翻。 π參第6圖所示，本發明另一較佳之實施例中，其係可 又垂直道，然於地底之碎石層（級配層）4 3中埋設有 12 1308555 淺位集水箱涵7 2a或深位集水箱涵7 3a，各集水箱涵上位 處設置有導水管7 7，各導水管77之管段上設有可為導水 之入水孔7 8，於導水管7 7之入水孔7 8之外部，全數再 包覆有類如不織布或過濾棉所組成之攔沙元件7 9，使得該 集水管具有可由含水量豐富之碎石層（級配層）4 3中，導引 入水之功能。 而於深位集水箱涵7 3a上方，可設有溢流口7 3b，當 集水箱涵巾之水位高出時，方便直接溢流至地下水層中以補 充地下水源之不足。 而如圖所示’本實施例中表現出短截式之導水管7 了型 態，亦可以串接紐水管7 5上下段之方式施作，其同樣具 有可為導引入水之功效。 由上可知，本發龍工後之結構具有如下實用優點 1、保透水鋪面之施工相當方便， 低製造成本。 且施工快速可大量降 魏的單元_，除·定㈣效，科顏色可 土鋪面完成時，單元架構連結部位裸露於 視;=卜，不需額外增色手續，可展現料_騰式樣 3、精由透水性冑騎切面之設置，令 快速導入地面下’料份細近碎石層（級轉）财，^ 13 1308555 提高附近土地之含水量，防止熱島效應。 4、 整體水資源之回收系統可施作於人口㈣處，如大 型社區、公共場所、甚至都輕中，使得當急需因應乾旱用 水時，可為汲水備用者。 5、 整體水#源之回㈣、統發揮使得雨水可被取用而補 入地下水層，免於浪費流失，具有補充地下水之功能，防其 水源枯竭及因地下水源枯竭而致地層下陷者。 6、 於預埋設垂直溢流道、各箱涵、汲水管及架構出各 個不同之沙層或碎石層、渗水土壤層·.後，其可於地表以混 凝土直接抹平建構不透水_，再以特殊貫通裝置予鑽掘貫 通犯凝土地表鋪面’使其亦成為—種具可透水性之鋪面同樣 亦達雨水下滲之功能。 如^所述，本發明揭示一有系統地施工，具有節省施工 工時之環保透水混凝土鋪面及其水f源回㈣統，具有預防 都市中發生水災及熱島效應之功效’同縣具有防範旱災發 生時火資源㊆乏之優點’可祕由集水箱藏水使用 消防、路概水、道路養護、環境清洗、工程用水.·等次級 用吏用，具有新穎性與環保之概念，具有產業上利用價值， 羑依法提出發明專利申請。 【圖式簡單說明】 第1圖係本發明製作透水舖面時導水管單元構造示意 1308555 圖。 第2圖係本發明混凝土鋪面施工法所建構之鋪面之剖梘 圖。 第3圖係本發明應用模板施工之示意圖。 第4圖係本發明水資源系統之完整剖視圖。 第5圖係本發明另一實施例水資源回收系統之完整剖視 圖。 第6 _本發明又-實施例水資_收系統之完整剖視 圖。 第7圖係本發明應用毛細透排水帶集中排水安裝示意 圖。 【主要元件符號說明】 10..導水管 2 〇..封口塞蓋 3 1..單元架構 3 .單元架構 3 5..掛孔 3 6. ·扣榫 4 1 ·.混凝土 4 2..沙層或碎石層 4卩.碎石層（級配層） 4 4 .· 土壤滲水層 45 不透水地層（黏土層） 模板 5 1 ·.框孔 15 1308555 6 2..濾網 6 3.. 6 4..入水孔 6 5.. 6 6..出水孔 6 7.. 6 8..上蓋 7 0..垂直溢流道 7 0 a. 7 1..石頭 7 2、7 2a..淺位集水箱涵 7 3、7 3a..深位集水箱涵 7 4..過濾、體 7 5.. 7 6..上蓋 7 6 a. 77..導水管 78.. 7 9..攔沙元件 8 0..毛細透排水帶 8 1.. 8 2..細縫 8 3.. 集水蓋 * 攔沙元件 * 淘洗管 .管體 汲水管 .透氣孔 入水孔 管體 集水管束 161308555 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to the design of a water resource recovery system, in particular to a surface water system for water permeability, which can quickly introduce rainwater into the formation soil to make the soil water content In addition, excessive water seepage can be introduced into the underground water layer by deep-drilling vertical water channels, and the filtered water can be stored through the attached water collecting tank culverts for emergency needs in case of water shortage. [Prior Art] According to the conventional concrete pavement construction method, most of the concrete is first poured into a concrete, and the surface is leveled and then paved to form a pavement. Since the concrete is not water-permeable, the water on the surface of the monument cannot penetrate into the soil below the concrete. Therefore, it is easy to generate a large amount of water in the surface of the surface, and it is more likely to cause flooding when it is raining heavily in a single area. Furthermore, the rainwater cannot be infiltrated into the underground soil for a long time. It has been found that it will cause the heat island effect of the slope and indirectly affect the health of the human body. The underground soil - directly without the infiltration of rainwater, will cause the deep underground groundwater _ _ water source is the goal of the recent efforts of all countries, so it is more necessary to make an effective plan. SUMMARY OF THE INVENTION The main object of the present invention is to provide a water recycling center, which has a high water permeability and is permeable to the surface of the county, and the opportunity to collect water from the surface of the low ground is sufficient to recover the rainwater. 1308555 The second purpose of this month is to provide the Sushui seed water source recovery system, which can introduce osmotic water into the deep underground water layer, and prevent the ground subsidence caused by the depletion of groundwater source by the water content of the secluded and ugly groundwater layer. . Another object of the present invention is to provide a water resource timing, which can be connected to a vertical money waterway towel that leads to a deep underground water layer, and is connected to a water tank culvert that does not have a depth of water (a) direct overflow water volume (4) In each box culvert, after storage, the surface water user will be provided. - In order to achieve the above objectives, the water resource recovery system of the present invention has the following characteristic construction steps: 1. Drill a deep vertical overflow channel into the deep ground in the gravel layer (gradation layer) to make the vertical of the ride The overflow scale wears the water-reducing stratum (clay layer) of the Zhao permeable water and fills the large surface, small stones and sand in the vertical overflow to achieve the sieving impurities; 2. The vertical overflow channel _ burial depth The water tank culvert of the New York Water Tank, each of the water tank culverts is connected by a connecting pipe and a vertical overflow channel, and a filter body for blocking sand is provided in the connecting pipe; • each water collecting tank culvert is provided with a water pipe to the surface, through which The water pipe can extract the water stored in the box culvert; 4. The environmentally-permeable and permeable concrete paving construction method constructs the permeable floor, so that most of the permeable pipes are buried under the surface pavement, and the permeable pipes are penetrated into the underground soil permeable layer; 1308555 by The construction method of the above steps and the pavement and structure constructed by the cracking 'have the effect that the rainwater on the concrete pavement can be quickly (four) human underground, and the effect of recovering the rainwater source can be recovered, in addition to increasing the water content of the underground soil. External heat island effect occurs, and the utility has a reserve of deep groundwater, but also because of the culvert with a catchment of underground facilities' may lack in arid tree _ fiscal use. The detailed construction and other features of the present invention will be apparent from the Detailed Description [Embodiment] The invention applies a special method to make the pavement of the surface form a water-permeable structure, which is applied as an environmentally-friendly and permeable concrete paving method, or a surface that has been laid as a water-impermeable surface, and the second is to add money to the water-conducting pipe. In the same way, the construction method of the permeable concrete pavement is taken as an example. The construction method includes the following steps: Figure 1 of the ginseng, a plurality of hollow column guides The water pipe ^ 〇 is combined with the sealing plug cover 20, the single το structure 3 1 , 3 2 to form the water conduit unit; each of the single 70 structures is provided with a hanging hole 35 and a buckle 3 6 so that each water conduit unit can be Connect in series. Please refer to Figure 2 for laying the above-mentioned water conduit unit on the site to be constructed. The preferred embodiment is to lay a highly permeable sand or gravel layer on the gravel layer (gradation layer), and then guide each. After the combination, the water pipe unit is placed on the sand layer or the gravel layer 42, and the water-filled concrete 41 is placed in the above-mentioned construction site, and the water pipe unit of the guide 1308555 is covered, and the cover is covered by the cover 2 (10) Net 6 is the secret of higher vocational education. After the shame is turned over, it is built into a water-permeable pavement. Please refer to Figure 3, in order to improve the efficiency of environmentally-permeable permeable pavement construction, it can be combined with the stencil 5 ◦ on the 2 ◦, so that the concrete will not be poured into the water guide 〇1〇, and the osmosis and smearing action will be carried out. After the template is 5 turns, the surface automatically forms a gully. Therefore, the combination of the above templates can save construction time and reduce production costs. "In order to make the construction can be quickly applied as a miscellaneous reading surface, the sealing plug cover 2 cylinder cylinder factory can be pre-sealed on the opening of the hollow pipe body 10, and the thief can be constructed, level ^ other foreign matter enters The tube body 10 of the human pipe body is created by the plug. The sealing sluice cover 20 can be made of paper f material adhered to the sealing template 5 ◦, #鸣5 L(4) 权侧U, by automated machine tool Hot pressing (10) sealing plug cover 2 〇 combination, can also be used to form a sealing template 5 〇 and sealing plug cover 2 以 by high-pressure injection molding of rubber compound, forming a template for sealing, _ sealing template There are a number of holes in the frame 5 丄, 俾 洗 混 混 混 切 切 钱 驻 驻 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ And the drainage effect of Wei Jia. As described above, the invention provides a water-permeable paving surface, and the water-conducting pipe single-piece member includes: the pipe body of the pipe body is slightly tapered (or may be a pipe body) In addition, there is a stuck outer ring on the 1308555 path, and the upper unit structure 3 ^ and the lower unit structure ^ have a hole for the official body 10 to be embedded. The hole diameter of the hole is matched with the tube body 1 and the outer tube 'f ' to make the tube body 1 〇 stable in the unit structure ^ and the sealing template 50 can be made with a paper material adhesive bonding sealing cap ^ 1 or for the material-body combined with the sealing plug cover, and the guiding unit is placed on the construction site to be constructed, the focus of this step is to insert the bottom end of the guiding water officer 7G early. Turtle or _ sand layer or gravel layer 4 2 'different concrete 4 1, after the concrete is solidified, then pick up the sealing template 5 2 (as shown in Figure 3) is easy to get - complete permeable concrete paving Please refer to Fig. 4, the water resource recycling secret # of the present invention is not applied to the gravel layer (ship layer) 4 3 beforehand to form the deep layer of the vertical flow before the ground surface is made. Cheng, which includes a vertical overflow channel 7 〇 under the depth of 4 3, such as the secret layer (gradation layer), so that the vertical overflow channel 70 is the soil seepage layer 4 4 and the secret water crossing the nail side. The formation (clay layer) 4 5, in the vertical overflow channel 70, directly fills the different sizes of stones 7 1 (or other permeable substances) and the water conductivity is better The sand has the function of preventing soil replenishment and has a preliminary filtering function; along the periphery of the vertical overflow channel 7 or below the soil water seepage layer 44, the shallow water collecting tank culvert 72 or the deep water collecting tank culvert may be embedded in advance. 7 3, the upper part of each water collecting tank culvert is connected with the vertical overflow channel by a pipeline, and a sand blocking filter body 7 composed of water-permeable cotton or non-woven fabric is filled in the pipeline to prevent sand and stone from seeping in. 1308555 In this way, after a large amount of local rainwater has been infiltrated into the vertical overflow channel, the gravel layer (gradation layer) 4 can be quickly diverted to the deep underground under the condition of excessive water saturation. Or in the groundwater layer, if there is too much water collection, the groundwater that is initially filtered will come back again, and it can overflow into the water tank culvert of each different position by the vertical overflow channel 70. The overflow is stored in the deep water collection tank culvert 7 3 or the shallow water collection tank culvert 7 2 for standby. Each box culvert is connected with a water pipe 7 5 to the ground, and at the outlet end, an upper cover 7 6 can be provided. The vent hole 7 6a serves as a gas discharger when the water collecting tank covers the human water. Therefore, when a large amount of rain is concentrated in a single area, in addition to guiding the rainwater and underwater waterways through the drainage ditch, the rainwater can be quickly discharged into the underground soil by the permeable pavement of the case. On the same day, π can complement the current concrete surface of the sidewalk, causing the water to be depleted and the groundwater to be depleted. 'There is a crisis to prevent the subsidence of the ground. The deeper point is that the groundwater can be covered by the system's overflow channel and storage tank culvert. In order to reserve, when it comes to drought, it can be used to extinguish water from the surface by using the financial management of the 'when the whole gravel layer (gradation layer) can properly absorb the rainwater. Protect against the effects of the heat island effect. In the present invention, in the preferred embodiment, the vertical overflow passage f body 7 Qa is made of a large-sized pipe or a metal pipe or a concrete pipe, which protrudes from the upper end of the pre-buried time. In the gravel layer c-level distribution layer, 4 3, in order to obtain 1308555 better water seepage Wei, the upper end of the threat tube body can be H water collecting cover 63, and the water collecting cover 6 3 is provided with water inlet hole 6 4, and then Covering the outside of the water hole with a 70" 6 5, which increases the surface area of the human water to accelerate the water guide. The vertical overflow pipe body 7 〇a has water on the pipe wall. The hole 6 6 ^ will concentrate excessive water seepage into the deep groundwater layer to supplement the shortage of groundwater source. At the same time, as shown in the figure, it is convenient to make a set of plugging at the water inlet hole 64 of the water collecting cover 63 after a period of time, so the money of the (4) can be in the upper end of the vertical overflow channel and the water collecting cover 6 Above the 3, there is a pan-washing pipe 67 for the deep man to the ground, and an upper cover 68 is added to the upper end of the panning pipe 67. Thus, when the regular maintenance work is carried out, the upper cover can be removed. Directly inserting the same pressurized water pipe, so as to wash out the stuck water on the water collecting cover 63 by the inner high pressure water column in the pipe of the panning pipe 67, or the panning pipe 6 7 The card on the water outlet hole 6 6 is attached with dirt to ensure the function of water seepage. In order to obtain a faster water conductivity, the pipe body in the vertical overflow channel 7 〇 a · "Hung ΐ ΐ 6 7 wall between the wall" can also be filled with filtered stone or other artificial permeable material 'to achieve speed The fresh water will block the Wei, making it a submerged well. As shown in Figure 5, the present invention can also be applied to the capillary drainage belt 8 〇 or its drainage pipe or water permeable material, so that it is pre-plated The gravel layer (in the gradation layer 3 is either pre-plated in the sand layer or the gravel layer 42) to make the capillary drainage 11 1308555 belt 80 connect with the vertical overflow pipe body 70a, or with the water pipe 7 5 Linkage 'This can effectively separate the layers below the water content and quickly suck it out. The water 'into the pipeline to prevent the accumulation of excess water and cause the formation to rot. Mud phenomenon' can prevent the formation As shown in the seventh figure, when the capillary drainage belt is used for 8 ,, it is used in conjunction with the water collection pipe body 81' to cut a slit 8 2 from the pipe section of the water collection pipe body 81 to make it capillaryly drained. The belt 80 penetrates into the slit 8 2, and the water collection tube 8 3 in the structure is used to suck out the water. The application of the underground drainage can use the capillary drainage belt to carry out the guidance and drainage design under the ground to reduce the erosion of the surface runoff and conserve the water source. The application should pay attention to: (1) The depth of the capillary drainage Depending on the water table, it is recommended to have at least 30 cm of cover soil. ' (2) In order to improve the water collection effect, a coarse sand grading of about 5 cm can be placed under the capillary drainage belt. (3) Capillary drainage belt In the plane laying position, it is recommended to arrange the rows in a staggered manner, and the horizontal spacing of the laying depends on the conditions of groundwater level, rainfall and soil infiltration capacity. (4) Using the capillary drainage belt and the water collecting pipe to connect the accessories, the drainage belt The water collected in the water is turned over to the water of the Yuxian County. As shown in Figure 6 of the π-parameter, in another preferred embodiment of the present invention, the system can be perpendicular to the ground, but the gravel layer of the ground (gradation layer) There are 12 1308555 shallow water collecting tank culverts 7 2a or deep water collecting tank culverts 7 3a buried in 4 3 , and water guiding pipes 7 7 are arranged on the upper part of each collecting tank culvert, and water pipes can be arranged on the pipe sections of each water guiding pipe 77 Into the water hole 7.8, in the water guide The outside of the water inlet hole 7 of the tube 7 7 is completely covered with a sand blocking member 7.9 composed of a non-woven fabric or a filter cotton, so that the water collecting tube has a gravel layer (gradation layer) which can be rich in water content 4 In 3, the function of introducing water is introduced. In the deep water collecting tank culvert 7 3a, an overflow port 7 3b may be provided. When the water level of the collecting tank culvert is higher, it is convenient to directly overflow into the groundwater layer to supplement Insufficient groundwater source. As shown in the figure, the short-cut type water conduit 7 is shown in the present embodiment, and can also be connected in series with the upper and lower sections of the water pipe, which also has a guide. The effect of entering the water. As can be seen from the above, the structure after the work of the Longfa has the following practical advantages: 1. The construction of the water-permeable paving is quite convenient and the manufacturing cost is low. And the construction can quickly reduce the number of Wei units _, in addition to the (four) effect, when the color can be completed, the joint structure of the unit structure is exposed; =, no additional coloring procedures, can show the material _ 腾 style 3 The setting of the water-permeable squatting cutting surface allows quick introduction into the ground. The material is close to the gravel layer (grade conversion), ^ 13 1308555 to increase the water content of the nearby land and prevent the heat island effect. 4. The overall water resources recovery system can be applied to the population (4), such as large-scale communities, public places, and even light and light, so that when it is urgent to respond to drought water, it can be used as a backup. 5. The whole water# source back (4), the system can make the rain water can be used to supplement the groundwater layer, avoid wasteful loss, have the function of replenishing groundwater, prevent the water source from depleting and the ground subsidence caused by the depletion of groundwater source. 6. After pre-embeding vertical overflow channels, box culverts, sluice pipes and different sand or gravel layers and seepage soil layers, they can be directly smeared with concrete on the surface to form impervious _, The special penetration device is used to drill the pavement surface of the condensed land surface to make it also a function of water permeable pavement. As described in the above, the present invention discloses a systematic construction, an environmentally-friendly permeable concrete pavement that saves construction time and a water source (four) system, and has the effect of preventing flooding and heat island effect in the city. The advantage of the lack of fire resources at the time of occurrence is 'secret. The water used in the water tank is used for fire protection, road water, road maintenance, environmental cleaning, engineering water, etc.. It has the concept of novelty and environmental protection, with industry. In the use of value, 提出 filed an invention patent application in accordance with the law. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a schematic view showing the construction of a water conduit unit when the permeable paving of the present invention is made. Fig. 2 is a cross-sectional view showing the pavement constructed by the concrete paving construction method of the present invention. Figure 3 is a schematic view of the application of the template construction of the present invention. Figure 4 is a complete cross-sectional view of the water resource system of the present invention. Figure 5 is a complete cross-sectional view of another embodiment of the water recovery system of the present invention. The sixth section of the present invention is a complete cross-sectional view of the water supply system of the embodiment. Fig. 7 is a schematic view showing the installation of a concentrated drainage of a capillary drainage belt according to the present invention. [Description of main component symbols] 10. Water conduit 2 〇.. Sealing cap 3 1. Unit structure 3. Unit structure 3 5. Hanging hole 3 6. · Buckle 4 1 ·. Concrete 4 2. Sand Layer or gravel layer 4 碎. Gravel layer (gradation layer) 4 4 .· Soil water seepage layer 45 Impervious layer (clay layer) Template 5 1 ·. Frame hole 15 1308555 6 2.. Filter 6 3. 6 4.. Inlet hole 6 5.. 6 6.. Outlet hole 6 7.. 6 8.. Upper cover 7 0.. Vertical overflow channel 7 0 a. 7 1.. Stone 7 2, 7 2a.. Shallow Bit water tank culvert 7 3, 7 3a.. Deep water tank culvert 7 4. Filter, body 7 5.. 7 6.. Upper cover 7 6 a. 77.. Water conduit 78.. 7 9.. Component 8 0.. capillary drainage belt 8 1.. 8 2.. slit 8 3. water collecting cover * sand blocking component * panning pipe. pipe body pipe. vent hole into the water pipe body pipe bundle 16