M335537 八、新型說明： 【新型所屬之技術領域】 本新型是有關於一種排水網溝管 道4 付〜疋知一種用於 導引水流排放之排水網溝管。 【先前技術】 s 一般埋設於地面下以用於排放雨水或污水之水溝大都 是以水泥砌成具有上開放端之溝槽狀，並於水溝上蓋置具 有穿孔之水溝蓋，或以具有穿孔之水泥塊封合水溝上方，、 X仏人車仃走’避免人車不慎陷入水溝中，且水溝蓋或水 泥塊上之穿孔可導流地面上之雨水或污水流人水溝中。 仁疋由於该水溝蓋設置之位置或水泥塊上設置之穿 孔位置通常都會間隔一定之距離，當間隔距離過大時，疏 散雨水的效果也較差。且於水溝蓋或水泥塊上之穿孔導2 雨水的同時，也會流入小石頭、樹葉等雜物，容易造成： 溝堵塞。此外以水泥灌製而成之水溝，重量重、材料貴7, 製造過程需要重型機具配合施作，因此整體效益不佳。 【新型内容】 因此，本新型之目的即在提供一種構造簡單且易於施 工裝設並具有良好疏導排水效果之排水網溝管。 於是，本新型排水網溝管包含：一呈網管狀並軸向延 伸之内網單元、一成形於内網單元外周面上之強化單元， 及一披覆於該内網單元内周面之導水單元。 该強化單元具有一螺旋延伸地圍覆於該内網單元外之 外肋條。該導水單元具有一彼覆於該内網單元内周面之下 5 M335537 知4的導水片’該導水片界定出一開口朝上且沿軸向延伸 之導水槽。 本新型排水網溝管利用該導水片所界定之導水槽導引 流入内網單元内之雨水或污水流動，達到排水之功能，又 可避免雜物雜物流入堵塞導水槽，且整體排水網溝管是以 • 熱可塑性材料一體押出成型製成，不僅製作成本較低，且 ， 僅而適當埋設於地面下就可具有排水溝渠之功效，施工成 本也較低。 ’ 【實施方式】 有關本新型之前述及其他技術内容、特點與功效，在 以下配合參考圖式之六個較佳實施例的詳細說明中，將可 清楚的呈現。 在本新型被詳細描述之前，要注意的是，在以下的說 明内容中，類似的元件是以相同的編號來表示。 參閱圖1、圖2與圖3，本新型排水網溝管之第一較佳 φ 實施例適用於埋設於一地面11下，且是以塑膠材質一體成 型製成，並包含：一呈縷空管狀之内網單元2、一成形於内 ' 網單元2外周面上之強化單元3，及一披覆於該内網單元2 、 内周面之導水單元4。 - 該内網單元2具有複數軸向延伸並間隔排列成管狀之 内軸條21，及一螺旋圍繞於該等内軸條21外側之外圍條 22。亦即該内軸條21與外圍條22共同形成一縷空之圓管 狀。本實施例中是以一外圍條22螺旋圍接於該等内軸條21 之外側為例作說明，實際實施時亦可以多數條外圍條22相 6 M335537 ’ 互平行間隔且共同圍接於該等内軸條21之外側以形成缕空 之圓管狀，故實施範圍不以外圍條22之數量與圍接方式= 限，也不以上述之圓管狀為限。 該強化單元3螺旋延伸地固接於該内網單元2外周面 上’且強化單元3具有一螺旋圍覆於該内網單元2外之外 • 肋條31，本實施例中該外肋條3 1具有一固接於内網單元2 • 之内轴條21外側之固定部311，及一由固定部311外側面 • 徑向往外凸伸之強化部312。該固定部311是圍接於該等内 軸條21之外側面且位於該外圍條22之螺距間，且固定部 311之螺旋外徑是大於該外圍條22之螺旋外徑。此外該固 定部311寬度大於強化部312之寬度，亦即該外肋條31之 橫截面呈T字形。 該導水單元4具有一披覆於該内網單元2内周面的導 水片41，該導水片41界定出一開口 412朝上且沿軸向延伸 之導水槽411。本實施例中該導水單元4之導水片41披覆 , 於該内網單元2内周面下圓弧且橫截面之圓心角約24〇度 ，亦即該開口 412之圓心角是120度，且披覆於内網單元2 ' 内周面下圓弧之面積佔内網單元2整體内周面面積三分之 • 二，但實際實施時該導水片41之鋪設面積只需佔内網單元 2整體内周面面積二分之一即可達到導引水流之功效，故實 施範圍不以本實施例之導水片41型態為限。 藉此’當本新型排水網溝管實際埋設於地面丨丨下作為 一排水溝時，該内網單元2與強化單元3之上端部是伸露 於地面11上，亦即該導水片41所界定之導水槽4U的開口 7 M335537 412疋：路於地面u ,當雨水或污水由地面η流進入該排 '罔溝s +，疋先流經強化單元3與内網單元2之間隙與 孔洞再進入導水槽411中並由導水槽川導引流動至大排 水溝渠中。 且更重要的是，本新型排水網溝管於埋設過程中，該 内網單元2與強化單元3之所有頂面都是伸露於地面u上 ’也就是排水網溝管之埋設延伸處都可供雨水或污水流入 ，而具有良好的排水效果。且如石頭或樹葉雨水一同流至 排水網溝管頂面時，該強化單元3之外肋條31與内網單元 2可共同阻擔石頭或樹葉進入導水槽4ιι中，且由於該外肋 條31較該内圍條凸出’除可阻擋較大之石頭與樹葉外，也 可避免雜物阻塞㈣網單元2之頂面，保持良好排水效果M335537 VIII. New description: 【New technical field of the invention】 This new type is related to a drainage net channel. 4 Paving ~ Knowing a drainage channel pipe for guiding water discharge. [Prior Art] s The ditches that are generally buried under the ground for discharging rainwater or sewage are mostly made of cement with a groove having an upper open end, and a gutter cover having a perforation is placed on the gutter, or The cement block with perforated seals the upper part of the ditch, and the X仏 people ride away to avoid the person's car accidentally falling into the ditch, and the perforation on the ditch cover or cement block can guide the rain or sewage on the ground. In the ditch. Renqi is usually separated by a certain distance due to the location of the gutter cover or the position of the perforation provided on the cement block. When the separation distance is too large, the effect of dispersing the rain is also poor. Moreover, when the perforation on the gutter cover or the cement block guides the rainwater, it also flows into small stones, leaves and other debris, which easily causes: the ditch is blocked. In addition, the ditch made of cement is heavy and expensive. The manufacturing process requires heavy equipment to work together, so the overall efficiency is not good. [New content] Therefore, the purpose of the present invention is to provide a drainage channel pipe which is simple in construction, easy to construct and has a good drainage effect. Therefore, the new type of drainage network trench pipe comprises: an inner-net unit which is tubular and axially extended, a reinforcing unit formed on the outer peripheral surface of the inner net unit, and a water-conducting water covering the inner peripheral surface of the inner net unit unit. The reinforcing unit has a spiral rib extending around the outer rib of the inner net unit. The water guiding unit has a water guiding sheet which is disposed under the inner circumferential surface of the inner net unit. The water guiding sheet defines a water guiding groove whose opening faces upward and extends in the axial direction. The new drainage net channel pipe uses the water guiding groove defined by the water guiding sheet to guide the rainwater or sewage flowing into the inner net unit to achieve the function of drainage, and can prevent the miscellaneous materials from flowing into the blocked water guiding trough, and the overall drainage net ditch. The tube is made by integrally molding the thermoplastic material, which not only has low production cost, but also has the effect of draining the ditch only when properly buried under the ground, and the construction cost is also low. The above and other technical contents, features and effects of the present invention will be apparent from the following detailed description of the preferred embodiments of the accompanying drawings. Before the present invention is described in detail, it is noted that in the following description, similar elements are denoted by the same reference numerals. Referring to FIG. 1 , FIG. 2 and FIG. 3 , the first preferred φ embodiment of the new type of drainage mesh groove pipe is suitable for being embedded under a ground 11 and is integrally formed of a plastic material, and comprises: a hollowed out The tubular inner net unit 2, a reinforcing unit 3 formed on the outer peripheral surface of the inner net unit 2, and a water guiding unit 4 coated on the inner peripheral unit 2 and the inner peripheral surface. - The inner net unit 2 has a plurality of inner axial strips 21 extending axially and spaced apart in a tubular shape, and a peripheral strip 22 spirally surrounding the outer side of the inner axial strips 21. That is, the inner shaft 21 and the outer strip 22 together form a hollow tube shape. In this embodiment, a peripheral strip 22 is spirally encircled on the outer side of the inner shaft strips 21 as an example. In practice, a plurality of outer strips 22, 6 M335537' may be spaced apart from each other and collectively enclosed therein. The outer side of the inner shaft 21 is formed into a hollow tubular shape, so the implementation range is not limited by the number of the outer strips 22 and the surrounding manner, and is not limited to the above-mentioned circular tubular shape. The reinforcing unit 3 is fixedly attached to the outer peripheral surface of the inner net unit 2 in a spiral manner, and the reinforcing unit 3 has a spiral covering the outer surface of the inner net unit 2. The rib 31, in the embodiment, the outer rib 3 1 There is a fixing portion 311 which is fixed to the outer side of the inner shaft 21 of the inner net unit 2, and a reinforcing portion 312 which is protruded outward from the outer side surface of the fixing portion 311. The fixing portion 311 is disposed on the outer side of the inner shaft strip 21 and located between the pitches of the outer strips 22, and the outer diameter of the spiral of the fixing portion 311 is larger than the outer diameter of the spiral of the outer strip 22. Further, the width of the fixing portion 311 is larger than the width of the reinforcing portion 312, that is, the outer rib 31 has a T-shaped cross section. The water guiding unit 4 has a water guiding sheet 41 which is coated on the inner circumferential surface of the inner net unit 2, and the water guiding sheet 41 defines a water guiding groove 411 whose opening 412 faces upward and extends in the axial direction. In this embodiment, the water guiding piece 41 of the water guiding unit 4 is covered, and the inner circumferential surface of the inner net unit 2 has a circular arc and the central angle of the cross section is about 24 degrees, that is, the central angle of the opening 412 is 120 degrees. And the area of the inner arc surface of the inner mesh unit 2 is three-thirds of the inner circumferential surface area of the inner net unit 2, but in actual practice, the water-conducting sheet 41 is laid only in the inner net unit. 2 The inner peripheral surface area of one half can achieve the effect of guiding the water flow, so the implementation range is not limited to the type of the water guide piece 41 of the embodiment. Therefore, when the new type of drainage net groove pipe is actually buried under the ground as a drainage ditch, the upper end portion of the inner net unit 2 and the reinforcing unit 3 is exposed on the ground 11, that is, the water guiding piece 41 The opening 7 of the defined water guiding trough 4U M335537 412疋: the road is on the ground u. When rainwater or sewage flows from the ground η into the row, the trenches s+, the first flows through the gaps and holes between the strengthening unit 3 and the inner mesh unit 2 Then, it enters the water guiding tank 411 and is guided by the water guiding channel to flow into the large drainage ditch. And more importantly, in the embedding process of the present type of drainage network, all the top surfaces of the inner net unit 2 and the reinforcing unit 3 are exposed on the ground u, that is, the buried extension of the drainage net ditch tube It can be used for rainwater or sewage, and has good drainage effect. And if the stone or the leaf rainwater flows together to the top surface of the drainage net groove pipe, the outer rib 31 and the inner net unit 2 of the reinforcing unit 3 can jointly block the stone or the leaf into the water guiding groove 4, and since the outer rib 31 is compared The inner wrap protrudes 'in addition to blocking larger stones and leaves, it can also avoid obstruction of debris (4) top surface of net unit 2, maintaining good drainage effect
里輕，使排水網溝管便於運輸至工 工作就可形成排水之溝渠，施工簡易 值得一提的是，螺旋圍接於該内網單元2外周之外肋 :条可改善„亥等内軸條21與外圍條22徑向強度較弱的問 題，增加排水網溝管之外徑強減，避免於埋設後被砂石 擠壓或被人車踩踏壓扁的問題。本新型排水網溝管是以塑 膠押出方式-體成型製成，製作成本低、耐腐#，整體重 地’且只需適當之埋設 ’使用成本較低。 〇〇此外，本新型排水網溝管埋設於地面11下後，該強化 單元3之外肋條31的強化部312是徑向凸伸至地面η下之 泥土中’可防止排水網溝管受地型或外力影響而相對於地 面U軸向滑動，可適用於各種坡度之排水卫程，運用範圍 8 M335537 廣泛。 參閱圖^ Α 之構造大❹第=，本新型排水網溝管之第二較佳實施例 化單元3之外肋條"佳'施例相同，其不同之處在於該強 徑向結構強度。’、31的橫截面呈三角形’藉以強化整體之 之構=Γ7,本新型排水網溝管之第三較佳實施例 化單元3之外 佳實施例相同’其不同之處在於該強 卜肋條31是成型於該内網單 外側，且該排水網溝管之⑦面是呈平自外圍條22 Κ 7貝由疋呈千面’也就是排水網溝 吕^於地面u面下時，頂面伸露於地面u且與地面η 刀踭，以維持地面u平整，避免妨礙人車行走。 參閱圖8,本新型排水網溝管之第四較佳實施例主要 是可藉由-托架13以吊設於一屋層12之邊緣，以收集屋 詹12上之雨水，且其構造大致與第一較佳實施例相同，立 不同之處在於該排水網溝管之橫截面是呈方形，亦及内網 單元^是呈方管狀，且該導水單元4之導水片41是披覆於 内網單兀2之内周面的底側與兩側。藉此，所述屋簷Η上 之雨水或露水往下流至排水網溝管中排流的過程中，該内 網單元2可防止屋簷12上之雜物樹葉進入排水網溝管^ , 避免堵塞與齡積《本實施例是以方管狀之排水網溝管為例 作說明，實際實施時可依不同的使用地點設計出扇形、橢 圓形或其他不同橫截面形狀之排水網溝管，所以實施範圍 不以排水網溝管之橫截面形狀為限。 參閱圖9,本新型排水網溝管之第五較佳實施例之構造 M335537 大致與第-較佳實施例相同，其不同之處在於該排水網溝 管是藉由該内網單元2之底側與左右側之内軸條21水密地 緊密併列以形成如第一較佳實施例中之導水片41(可見於圖 3)之效果，也就是說底側與左、右側之内軸條Μ水密地緊 挽併列形成-軸向延伸並具有一開p 231朝上之導水槽U ’藉以導引進入排水網帛管内之雨水與污水軸向流動。 參閱圖10,本新型排水網溝管之第六較佳實施例是適 用於埋設於地表下之土壤中，且其構造大致與第三較佳實 施例相同其不同之處在於該排水網溝管於埋設過程中是 將該導水單元4之開口 412車月下之方式埋設於地表下，主 要之功能在於利用該導水單元4之導水片41所界定出之一 官道空間413排除泥土中過多之水分，也就是當泥土中之 水層咼於該導水單元4之開口 412時，水流就進入管道空 間413中排流至土壌外，且該導水片41可防止泥土或草根 進入管道空間413中，以避免堵塞的問題。 綜上所述’本新型排水網溝管利用該導水片41所形成 之導水槽411或該等内軸條21緊密排列而成之導水槽23以 導引流入内網單元2内之雨水或污水流動，達到排水之功 能’又可避免雜物流入堵塞導水槽411，且整體排水網溝管 是以塑勝材質一體押出成型製成，不僅製作成本較低，僅 需適當埋設於地面就可具有排水溝渠之功效，施工成本也 較低，所以確實可達到本新型之目的。 惟以上所述者，僅為本新型之較佳實施例而已，當不 能以此限定本新型實施之範圍，即大凡依本新型申請專利 10 M335537 範圍及新型說明内容所作之簡罝 屬士 & , * 的專效變化與修飾，皆仍 屬本新型專利涵蓋之範圍内。 【圖式簡單說明】 圖1是本新型排水網溝管之笛 ； 乐一較佳實施例的立體圖 圖2是該第一較佳實施例之端面视圖. =3是二第一較佳實施例之部分側面剖視圖； 圖4疋本新型排水網溝管 ; 弟二較佳實施例的立體圖 圖5是該第二較佳實施例之 p, ^ Η 4. ^ ,τΐ 丨刀側面剖視圖； 圖； 圖6是本新型排水網溝管 弟二較佳實施例的端面視 ΓΛΙΤ㈣實施例之部分側面剖視圖； 圖8疋本新型排水網溝管 圖； 弟四較佳實施例的端面視 圖9是本新型排水網溝管 圖；及 五較佳實施例的端面視 六較佳實施例的端面視 圖 圖10是本新型排水網溝管之第 M335537 【主要元件符號說明】 11 地面 31 外肋條 12 屋簷 311 固定部 13 托架 312 強化部 2 内網單元 4 導水單元 21 内軸條 41 導水片 22 外圍條 411 導水槽 23 導水槽 412 開口 231 開口 413 管道空間 3 強化單元 12The light inside makes the drainage net groove pipe easy to transport to work and can form the drainage ditch. The construction is simple. It is worth mentioning that the spiral is enclosed around the outer circumference of the inner net unit 2: the rib can improve the inner axis The problem that the strip 21 and the outer strip 22 have weak radial strength increases the outer diameter of the drainage net groove tube, and avoids the problem of being crushed by sand or gravel after being buried or being crushed by a human vehicle. It is made of plastic extrusion method - body molding, low production cost, corrosion resistance #, overall heavy 'and only need to be properly buried' low cost of use. 〇〇 In addition, the new drainage net ditch tube is buried under the ground 11 The reinforcing portion 312 of the rib 31 outside the reinforcing unit 3 is radially protruded into the soil under the ground η, which prevents the drainage groove pipe from being affected by the ground type or the external force and sliding axially relative to the ground U, and is applicable to The drainage process of various slopes is widely used in the range of 8 M335537. Refer to Fig. Α Structure ❹ = =, the second preferred embodiment of the new type of drainage channel pipe 3 is the same as the ribs The difference is in the strong radial structure Degrees ', 31 are triangular in cross section' to strengthen the overall structure = Γ 7, the third preferred embodiment of the new type of drainage channel pipe is the same as the preferred embodiment. The difference is that the The rib 31 is formed on the outer side of the inner net, and the 7 sides of the drainage net groove tube are flat from the outer strip 22 Κ 7 shells by the 疋 疋 千 ' 也 也 排水 排水 排水 于 于 于 于 于 于 于The top surface is exposed on the ground u and is grounded with the ground to prevent the ground u from being leveled to avoid obstructing the walking of the vehicle. Referring to Figure 8, the fourth preferred embodiment of the new type of drainage net channel is mainly made up of - The bracket 13 is suspended from the edge of a roof layer 12 to collect rainwater on the house 12, and its structure is substantially the same as that of the first preferred embodiment. The difference is that the cross section of the drainage channel pipe is The square shape, and the inner net unit ^ is a square tubular shape, and the water guiding piece 41 of the water guiding unit 4 is coated on the bottom side and the two sides of the inner circumferential surface of the inner net unit 2, whereby the eaves The inner net unit 2 prevents the eaves 12 from being discharged during the drainage of the rainwater or dew down into the drainage channel pipe. The debris leaves enter the drainage net channel ^, to avoid clogging and ageing. "This example is based on a square tubular drainage network channel tube. In practice, fan-shaped, elliptical or other designs can be designed according to different locations. Drainage groove pipe of different cross-sectional shape, so the implementation range is not limited to the cross-sectional shape of the drainage groove pipe. Referring to Figure 9, the construction of the fifth preferred embodiment of the new drainage mesh groove pipe M335537 is substantially the same as - The preferred embodiment is the same except that the drainage mesh channel is formed by watertightly juxtaposed by the bottom side and the left and right side inner shafts 21 of the inner net unit 2 to form a first preferred embodiment. The effect of the water guiding piece 41 (see Fig. 3), that is to say that the bottom side and the left and right inner shafts are tightly juxtaposed and juxtaposed to form an axial extension and have an opening p 231 upwardly facing the water guiding groove U' The rainwater and sewage entering the drainage pipe are axially flowed. Referring to Figure 10, a sixth preferred embodiment of the present type of drainage channel is suitable for use in soil buried under the surface, and its configuration is substantially the same as that of the third preferred embodiment. The difference is that the drainage channel is In the embedding process, the opening 412 of the water guiding unit 4 is buried under the surface of the ground. The main function is to use the official space 413 defined by the water guiding piece 41 of the water guiding unit 4 to remove excessive amount of soil. Moisture, that is, when the water layer in the soil is entangled in the opening 412 of the water guiding unit 4, the water flows into the duct space 413 and drains to the outside of the soil, and the water guiding sheet 41 prevents the soil or grass root from entering the duct space 413. To avoid the problem of blockage. In summary, the water drainage channel is formed by the water guiding groove 411 formed by the water guiding piece 41 or the water guiding groove 23 which is closely arranged to guide the rainwater or sewage flowing into the inner net unit 2. Flowing, reaching the function of drainage' can avoid the miscellaneous flow into the blocked water guide 411, and the overall drainage net groove pipe is made by molding the plastic material together, which not only has low production cost, but also needs to be properly buried on the ground. The effect of the drainage ditch and the construction cost are also low, so it is indeed possible to achieve the purpose of the present invention. However, the above is only the preferred embodiment of the present invention, and the scope of the present invention cannot be limited thereto, that is, the simplification of the scope and the description of the new application patent 10 M335537. , * The special effects changes and modifications are still covered by this new patent. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a flute of the present type of drainage net groove pipe; FIG. 2 is a perspective view of the first preferred embodiment. FIG. 2 is an end view of the first preferred embodiment. 4 is a side cross-sectional view of the present invention; FIG. 4 is a perspective view of a preferred embodiment of the present invention; FIG. 5 is a side cross-sectional view of the p, ^ Η 4. ^ , τ 丨 该 of the second preferred embodiment; Figure 6 is a side elevational cross-sectional view showing the end view of the preferred embodiment of the drainage net channel control device. Figure 4 is a side view of the new type of drainage mesh groove pipe; A new type of drainage mesh grooved pipe; and an end view of a preferred embodiment of the fifth preferred embodiment. FIG. 10 is the M335537 of the new type of drainage mesh grooved pipe. [Main component symbol description] 11 Ground 31 External rib 12 Roof 311 Fixing part 13 Bracket 312 Strengthening part 2 Inner net unit 4 Water guiding unit 21 Inner shaft 41 Water guiding piece 22 Peripheral strip 411 Water guide 23 Water guide 412 Opening 231 Opening 413 Pipe space 3 Strengthening unit 12