200831743 九、發明說明： 【發明所屬之技術領域】 、本i歸及山體、土坡、擋土牆、草地面斜坡、機場跑道、公路、足 球場，網球場、土石壩主體轉水方法及其排灌水管。 【先前技術】 目刖’稱的排水f'統多觀在路沿石與道路之間設有排水槽，其 排水槽與若干個排水井渠相連接的結構，或在道路的兩側直接設有路沿 鲁石，隔一段距離設置一個上有袼柵的排水井渠。 u對稱外來水設計了埋置狀緣^、崎式路冑、㈣槽牆等等 系列封閉式結構，部分解決了外來水的侵餘問題，但卻忽視了渗入路面 内p水的排出問題。而雨季水進人瀝青面層或進人水泥混凝土面層的内部 是不可避免的，遺憾的是在一般路面設計時，多不考慮路面結構層内部的 排水問題。 另外’諸如在山體、土坡、擔土牆、草地面斜坡、高速公路和道路的 瞻巾央或兩側設有巾央隔離帶和綠化帶等需獅水的地方，還沒有排水措施。 【發明内容】 本务明的目的是提供一種排水方法及其排灌水管，該方法可替代目前 所使用的方法，並可解決存在的排水問題。 實現本發明的方法是： 在所需排水物件的透水層内打有安裝孔（優選橫向布孔）； 在該安裝孔内鋪設排灌水管； 在排水管的一端或兩端設置有排水溝/槽； 5 200831743 排水管通過自身的吸水孔（虹吸原理）把透水層内多餘的水分吸收到 排灌水管内並經排灌水管端部的排水溝/槽排出。 該方法還包括·所述透水層内的安裝孔爲多層、多排均勻分佈，且一 孔/管。 實現本發明的排灌水官是··這種排灌水管包括管體、進水口和出水口， 其中所述管體内沿縱向δ又有包括截面爲v形的排灌水道，該γ形水道開口 瑞分別與管體内壁連接，其頂端也與管體内壁連接，其中在ν形水道開口 Φ 端和開口端與頂端之間的管體上分別設有排灌水孔。 該棑灌水管的結構還包括： 所述V形水這開口端的排灌水孔與管體上的排灌水孔相對應，且沿縱 向均勻分佈。 所述管體外形包括圓形或馬蹄形。 所述管體内設有包括載面爲U形的排灌水道。 所述g體内沿縱向设有凸條’該凸條上設有連通管體内外的排灌水 Φ 扎，其中凸條之間是排灌水道。 所述管_管魏向均勻分佈有卿水孔，該卿水孔在橫截面爲多 個耕列。 所述管料闕包括有橢_或多邊形或花瓣形或上部是圓形、下部 是V形或上部是圓形、下部是形。 所述凸條爲兩排或三排，其中三排凸條中的外側凸條沿管内壁斜置。 該排灌水管也可用作灌溉。 6 200831743 本發㈣有_錢果：本方紗卿錢可錢料山體、 面。蔓坡等結構層内部的排水問題，具有施工簡單 好等特點。 成本低、效果 【實施方式】 下面結合附圖對本發明做進一步說明： 本排水方法適··、土坡、魏、擔塌、草麵200831743 IX. Description of the invention: [Technical field to which the invention belongs], and the method of water conversion from the mountain body, soil slope, retaining wall, grassland slope, airport runway, highway, soccer field, tennis court and earth-rock dam Drainage pipes. [Prior Art] The structure of the drainage d' is called a drainage channel between the roadside stone and the road, and the structure of the drainage channel connected to several drainage wells or directly on both sides of the road. There is a road along the Lu Shi, and a drainage channel with a sill gate is set at a distance. u Symmetrical external water has designed a series of closed structures such as buried edge ^, Saki-style roller, (4) groove wall, etc., which partially solved the problem of external water intrusion, but ignored the problem of p water infiltration into the road. It is unavoidable that the rainy season enters the asphalt surface or enters the interior of the cement concrete surface. Unfortunately, in the general road design, the drainage problem inside the pavement structure layer is not considered. In addition, there are no drainage measures, such as in the mountains, slopes, soil walls, grassland slopes, highways and roads, or on both sides, where there is a need for lion water, such as the central isolation belt and the green belt. SUMMARY OF THE INVENTION The purpose of the present invention is to provide a drainage method and a drain pipe thereof, which can replace the currently used method and can solve the existing drainage problem. The method for realizing the invention is: installing a mounting hole (preferably a horizontal cloth hole) in the water-permeable layer of the required drainage object; laying a drainage pipe in the installation hole; and providing a drainage groove/slot at one or both ends of the drainage pipe 5 200831743 The drain pipe absorbs excess water in the permeable layer into the drain pipe through its own suction hole (siphon principle) and discharges through the drain/groove at the end of the drain pipe. The method further includes - the mounting holes in the water permeable layer are multi-layered, multi-rowed uniformly distributed, and one hole/tube. The discharge irrigation water pipe of the present invention is composed of a pipe body, a water inlet and a water outlet, wherein the pipe body has a drainage channel including a v-shaped cross section along the longitudinal direction δ, and the γ-shaped water channel opening They are respectively connected to the inner wall of the tube, and the top end thereof is also connected to the inner wall of the tube, wherein the tube body between the φ-shaped water channel opening Φ end and the open end and the top end is respectively provided with a drainage water hole. The structure of the sluice irrigation pipe further comprises: the discharge irrigation hole of the open end of the V-shaped water corresponds to the discharge irrigation hole on the pipe body, and is evenly distributed along the longitudinal direction. The tubular body shape includes a circular shape or a horseshoe shape. The tube body is provided with a drainage channel with a U-shaped carrier surface. The g body is provided with a ridge in the longitudinal direction. The rib is provided with a drainage water Φ in the body and the outside of the pipe, wherein the ribs are drain irrigation channels. The tube_tube is evenly distributed with a clear water hole, and the clear water hole has a plurality of tillers in a cross section. The tube 阙 includes an ellipse or a polygon or a petal shape or an upper portion is a circle, a lower portion is a V shape or an upper portion is a circle, and a lower portion is a shape. The ribs are two rows or three rows, and the outer ribs of the three rows of ribs are inclined along the inner wall of the tube. The irrigation pipe can also be used for irrigation. 6 200831743 This issue (4) has _ money fruit: this party yarn money can be money, mountain, face. The drainage problem inside the structural layer such as vine slope has the characteristics of simple construction and so on. Low cost and effect [Embodiment] The present invention will be further described below with reference to the accompanying drawings: The drainage method is suitable for, · soil slope, Wei, collapse, grass surface
道、公路、足球場，網球場、土坡機场跑 w 土石％主體荨，主要實施方式是在所 水物件的透水層2内排放排灌水管3。 、 本排灌水管3既有_舰，又携水魏。#灌_，流水進入排 料道’再經卿水孔流出；諸树，通舰理將錄的水份由排 灌水孔吸入進排灌水道後排出。 β本排灌水管3 _於灌澈，和山體、土坡、擒土牆、草地面斜坡、機 場跑道、公路等排水；或者行車天橋的路面排水如足球場網球場·也可 以在建築物的内在滲漏監察方面起作用；作爲水平的灌漿加壓管道；也可 以放置在錢堆频及填海堆填區；以及韻土石壩主體排水；安裝在混 凝土大壩底部；農田高效能節水滲齡統；箱獅衫統等方面。 實施例1 如圖1-圖3所示，一種道路排水結構是其由瀝青面層或水泥混凝土面 層1和透水基層2組成，在透水基層2中設有排灌水管3，或在瀝青面層或 在水泥混凝土面層1和底基層4中設有排灌水管3。 實施例2 一種護坡（山坡、邊溝）排水結構是由護坡5的排水槽（溝）6和排灌 200831743 h 3組^如目4 _，在公路8 ―側的魏5喊物嶋水管3， 母一層棑灌水管3都對應與排水槽6連接。 實施例3 如圖5所示，-種道財央隔離帶和綠化帶排水結構是 :和：底基層4組成’其結構是—^ =基層4以向設有齡水f 3，卿水f 3的設置間距可根據實際需要設 排灌水管結構說明 …（見圖6)，本排灌水管3的管體可選用pvc或pE塑膠管、或 =明製作’其外轉_和騎形，也侧擴圓^、 纽形、化瓣形、圓弧與v的結合形、圓弧與u的結 ^ 有排灌水道13 ’該卿水道13主要採 在目體内部 ^ v ^ 12 14 xr； u ^ 10ΛΑπ , # 任&體下部也打有排灌水孔14, V形揭 12的V形邊與管3内壁形成封閉空腔u。 形槽 (見圖Ό ’觸水管截面外職_，如底部是v形排 Γ^ΐΓΓΓ^再經斜邊與f體内壁封接，v形的下端與管内底面封 接V形邊與官體内壁形成封閉空腔，在斜邊和封閉空腔内的 打有排灌水孔，該排灌水孔可以對應，也可以相互錯開。 (見圖8)，結構細姊但外形爲物（便於繼裝和鋪設）。 (見圖9)，結構與圖6相同，但排灌水道爲U形。 (見圖10)，是圖9恂形排灌水道則形變形。 (見圖11)，管内沿縱向有3排凸條 均勻打有卿抓。 ]讀*核，在凸條上 (見圖12)’結構朗u相同，但凸條爲2排。 200831743 (見圖13)，是圖11中3排凸條的變形。 在^内底部打有數排排灌水孔’該孔的頂部高於管内底面。 (見圖15)，在管内底部打有數排排灌水孔。 (見圖16)，外形爲圓弧與v的結合形。 (見圖17)，外形爲圓弧與u的結合形。 排灌水& 3 ^彳續、按設計反滲流量由水力計算確定。排灌水管3在 _ ;歷W層或在水泥混凝土面層丨和透水層2的埋贼度，應保證排灌水管3 不破車輛或施卫機械_，在新建路面時，觸水管3的管底應與渥青面 或在Jd。凝土面層丨和透水層2的底面齊平；對改建路面，排灌水管3 勺中。應低於;歷@面層或在水泥混凝土面層丨和透水層2的頂面，在冰康 地區，還應超過當地的冰凍深度。 本發明對於在96年1月25日所提出申請案號961〇2867作優先權主 張，其整個内容在此併入作為參考。 200831743 【圖式簡單說明】 圖1是本發明的道路排水結構示意圖。 ， 圖2是圖1的剖視圖。 - 圖3是圖2的多層排灌水管結構剖視圖。 圖4是本發明的公路護坡棑水結構示意圖。 圖5是本發明的道路中央隔離帶和綠化帶排水結構的剖視圖。 圖6是本發明的排灌水管整體結構示意圖。 ® 圖7是圖6的截面爲V形排灌水道示意圖。 圖8是圖6的外形爲馬蹄形示意圖。 圖9是圖6的截面爲U排灌水道形示意圖。 圖10是圖9的錐U形排灌水道示意圖。 圖11是圖6的截面爲三排凸條排灌水道示意圖。 圖12是圖6的截面爲兩排凸條排灌水道示意圖。 圖13是圖11的兩側凸條斜置示意圖。 ® 圖14_圖15是圖6的管壁有排灌水孔示意圖。 圖16是圖6的外形爲上圓下V示意圖。 . 圖17是圖6的外形爲上圓下U示意圖。 10 200831743 【主要元件符號說明】 1瀝青面層或水泥混凝土面層 2透水層 3排灌水管 4底基層 5護坡 6排水溝 7汽車 8公路 9道路中央隔離帶和綠化帶 10隔離封堵牆 11空腔 12 V形槽 13排灌水道 14排灌水孔 11Roads, highways, football fields, tennis courts, and slopes of the airport run w. The main body of the earth and stone is the main implementation method, which discharges the irrigation pipes 3 in the permeable layer 2 of the water objects. The water supply pipe of this row has both _ship and water Wei. #灌_, the flowing water enters the discharge channel and then flows out through the water hole of the Qing Dynasty; the trees, the water recorded by the ship, are sucked into the irrigation and drainage channel by the drainage hole and discharged.本本排灌水管3 _ in the irrigation, and mountain, soil slope, rammed earth wall, grassland slope, airport runway, highway and other drainage; or roadside drainage of the flyover, such as football stadium tennis, can also be inside the building Leakage monitoring plays a role; as a horizontal grouting pressurized pipeline; it can also be placed in the money stacking and reclamation landfill; and the main drainage of the rhyolite dam; installed at the bottom of the concrete dam; high-efficiency water-saving osmosis ; box lion shirt and other aspects. Embodiment 1 As shown in FIG. 1 to FIG. 3, a road drainage structure is composed of an asphalt surface layer or a cement concrete surface layer 1 and a water permeable base layer 2, and a drainage water pipe 3 is arranged in the water permeable base layer 2, or in an asphalt surface layer. Or a drainage pipe 3 is provided in the cement concrete surface layer 1 and the sub-base layer 4. Embodiment 2 A slope protection (hill slope, side ditch) drainage structure is a drainage trough (ditch) 6 of the slope protection 5 and a drainage and irrigation 200831743 h 3 group ^如目 4 _, on the road 8 side of the Wei 5 shouting water pipe 3, The mother layer irrigating water pipe 3 is connected to the drain groove 6. Embodiment 3 As shown in FIG. 5, the drainage structure of the seed bank and the green belt is: and: the base layer 4 is composed of 'the structure is -^ = the base layer 4 is provided with the water of the age f 3, the water f The setting interval of 3 can be set according to the actual needs of the irrigation pipe structure... (see Figure 6). The pipe body of the irrigation pipe 3 can be made of pvc or pE plastic pipe, or = Ming production 'its external rotation _ and riding shape, also side Enlargement ^, New shape, petal shape, combination of arc and v, arc and u knot ^ There is a drainage channel 13 'The Qingshui channel 13 is mainly collected inside the body ^ v ^ 12 14 xr; u ^ 10ΛΑπ, #任& The lower part of the body is also provided with a drain hole 14, and the V-shaped side of the V-shaped strip 12 forms a closed cavity u with the inner wall of the tube 3. Shape groove (see Figure Ό 'Touch pipe cross-section _, such as the bottom is v-shaped Γ ΐΓΓΓ ^ ΐΓΓΓ ^ and then the oblique side and f body wall sealing, v-shaped lower end and the inner bottom of the tube seal V-shaped side and the body The inner wall forms a closed cavity, and the drainage holes are arranged in the oblique side and the closed cavity, and the drainage holes can be corresponding to each other or can be staggered from each other (see FIG. 8), the structure is fine but the shape is object (for easy replacement) And laying) (see Figure 9), the structure is the same as Figure 6, but the drainage channel is U-shaped (see Figure 10), Figure 9 is the shape of the irrigation channel (Figure 11), the tube has a longitudinal direction The 3 rows of ribs are evenly caught by the Qing.] Read the *nuclear, on the ribs (see Figure 12) 'The structure is the same, but the ridges are 2 rows. 200831743 (see Figure 13), is the 3 rows in Figure 11. Deformation of the ribs. There are several rows of irrigation holes at the bottom of the ^. The top of the hole is higher than the bottom surface of the tube. (See Figure 15). There are several rows of irrigation holes at the bottom of the tube (see Figure 16). The combination of arc and v (see Figure 17), the shape is the combination of arc and u. Drainage & 3 ^ continued, according to the design reverse osmosis flow is determined by hydraulic calculation. Drainage pipe 3 in _; The stratification of the W layer or the cement concrete surface layer and the permeable layer 2 shall ensure that the irrigation and drainage pipe 3 does not break the vehicle or defend the machinery _. When the new road surface is built, the bottom of the water pipe 3 should be in contact with the sapling surface or in Jd. The surface of the concrete surface layer is flush with the bottom surface of the permeable layer 2; for the reconstruction of the road surface, the drainage water pipe is 3 scoops. It should be lower than; the surface layer or the top surface of the cement concrete surface layer and the water permeable layer 2, in the ice The present invention is also intended to be a reference to the application of the Japanese Patent Application No. 961, filed on Jan. 25, 1985, the entire disclosure of which is hereby incorporated by reference. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view of the road drainage structure of the present invention. Fig. 2 is a cross-sectional view of the multi-layer drainage pipe of Fig. 2. Fig. 4 is a schematic view of the water retaining structure of the highway slope protection of the present invention. Fig. 6 is a cross-sectional view showing the overall structure of the drainage pipe of the present invention. Fig. 6 is a schematic view showing the overall structure of the drainage pipe of the present invention. Fig. 7 is a schematic view showing the V-shaped irrigation channel of the cross section of Fig. 6. Schematic diagram of the horseshoe. Figure 9 is Fig. 10 is a schematic view of the cone U-shaped irrigation channel of Fig. 9. Fig. 11 is a schematic view of the three-row convex row irrigation channel of Fig. 6. Fig. 12 is a two-row convex of the cross section of Fig. 6. Figure 13 is a schematic view of the oblique ribs on both sides of Figure 11. ® Figure 14 - Figure 15 is a schematic view of the pipe wall of Figure 6 with drainage holes. Figure 16 is a schematic view of the shape of Figure 6 above the upper circle V Fig. 17 is a schematic view of the upper circle U of Fig. 6. 10 200831743 [Description of main component symbols] 1 asphalt surface layer or cement concrete surface layer 2 water permeable layer 3 row irrigation pipe 4 base layer 5 slope protection 6 drainage ditch 7 car 8 Highway 9 road central isolation belt and green belt 10 isolation sealing wall 11 cavity 12 V-shaped trough 13 row irrigation channel 14 rows of irrigation holes 11