TWM598035U - Drip-seeping type drip irrigation pipe - Google Patents
Drip-seeping type drip irrigation pipe Download PDFInfo
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- TWM598035U TWM598035U TW108210418U TW108210418U TWM598035U TW M598035 U TWM598035 U TW M598035U TW 108210418 U TW108210418 U TW 108210418U TW 108210418 U TW108210418 U TW 108210418U TW M598035 U TWM598035 U TW M598035U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
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Abstract
一種滴滲式點滴灌溉管,包含:管體及引流裝置。每一引流裝置包括:隔板,與管體內壁面相間隔,並具有入口板部、出口板部及中間板部;兩連接板,與隔板及管體共同界定入口增速流道及出口減速流道;及凸塊,設置於隔板之中間板部,且連接於該等連接板間,凸塊頂面之高度是低於連接板頂面之高度。連接板還與凸塊及管體共同界定等速流道。該管體之每一出水孔是位於對應的入口增速流道及等速流道交界處上方。水液流經該入口增速流道時,會被該凸塊阻擋而轉向,故一部分的水液會被導引向上通過對應的出水孔以向外提供滴滲式點滴灌溉用水液。A drip irrigation pipe includes a pipe body and a drainage device. Each drainage device includes: a partition, which is spaced from the inner wall of the tube, and has an inlet plate part, an outlet plate part, and an intermediate plate part; two connecting plates, which together with the partition and the tube body define the inlet speed increasing flow channel and the outlet deceleration The flow channel; and the bumps are arranged in the middle plate of the partition and connected between the connecting plates, and the height of the top surface of the bumps is lower than the height of the top surface of the connecting plate. The connecting plate also defines a constant velocity flow channel together with the bump and the pipe body. Each outlet hole of the pipe body is located above the junction of the corresponding inlet velocity increasing flow channel and the constant velocity flow channel. When the water flows through the inlet speed-increasing flow channel, it will be blocked by the bump and turned, so a part of the water will be guided upward through the corresponding water outlet to provide drip irrigation water.
Description
本新型是有關於一種灌溉管,特別是指一種滴滲式點滴灌溉管。The new model relates to an irrigation pipe, in particular to a drip irrigation pipe.
在降雨量少、水資源珍貴的地區中,於澆灌植物時需要斟酌澆灌的水量,以避免浪費水資源並且達到善用有限水量澆灌的目的,故使用點滴灌溉用水管進行澆灌作業。參閱圖1、2,中華民國第I486120號發明專利案即是揭示一種現有農用滴滲式灌溉管,其包含有一管體1,該管體1上形成一主管區10及一連串澆灌單元21,其中,在該主管區10內形成一主流道11。每一澆灌單元21具有一與該主管區10相間隔的隔板29及一狹窄部24,且於鄰近外出水口27的一端形成開放端。In areas with low rainfall and precious water resources, the amount of water to be irrigated needs to be considered when watering plants to avoid wasting water resources and achieve the purpose of making good use of the limited amount of water for irrigation, so drip irrigation pipes are used for irrigation. Referring to Figures 1 and 2, the Republic of China Invention Patent No. I486120 discloses an existing agricultural drip irrigation pipe, which includes a
每一澆灌單元21於頸縮部25的入水端形成一尺寸漸縮的增速段26,並且該頸縮部25在出水端形成一尺寸漸增的減速段28,其中,外出水口27位於頸縮部25、減速段28與增速段26區間的正壓、負壓轉換處或附近。Each
如圖1所示,在主流道11流動的水液進入其中一個澆灌單元21的增速段26後,會接著進入頸縮部25,由於口徑變小,故水液流速加快,因而產生負壓的文丘里效應。然後,通過頸縮部25之後的水液中之一部分會經由該主管區10之外出水口27流出,而另一部分的水液則會繼續流向下一個澆灌單元21。因此,上述中華民國第I486120號發明專利案之主要特色在於,由於水液通過澆灌單元21時產生的文丘里效應會有負壓作用,故可抑制主管區10之外出水口27的出水量,因而達到小量出水的灌溉效果。As shown in Figure 1, after the water flowing in the
因此,本新型之目的,即在提供一種滴滲式點滴灌溉管。Therefore, the purpose of the present invention is to provide a drip irrigation pipe.
於是,本新型滴滲式點滴灌溉管,適用於填充水液於其內並使水液通過管壁而向外提供滴滲式點滴灌溉用水液,並包含:一管體,設有數個沿其長度方向相間隔排列的出水孔;及數個引流裝置,設置於該管體之內壁面上,且是分別對應該管體之該等出水孔。每一引流裝置包括:一隔板,與該管體之內壁面相間隔,並具有一入口板部、一出口板部,及一介於該入口板部及該出口板部之間的中間板部;兩連接板,彼此相間隔地連接該隔板及該管體,並與該隔板及該管體共同界定一供水液流入並使水液增速且對應於該隔板之該入口板部的入口增速流道,及一供水液流出並使水液減速且對應於該隔板之該出口板部的出口減速流道;及一凸塊,設置於該隔板之該中間板部上,且是連接於該等連接板之間,其中,該凸塊頂面之高度是低於該等連接板頂面之高度,其中,該等連接板還與該凸塊及該管體共同界定一介於該入口增速流道及該出口減速流道之間的等速流道,其中,該等速流道的深度是小於該入口增速流道及該出口減速流道的深度。該管體之每一出水孔是位於對應的入口增速流道及等速流道交界處上方,水液流經該入口增速流道時,會被該凸塊阻擋而轉向,因而一部分的水液會被導引向上通過對應的出水孔以向外提供滴滲式點滴灌溉用水液。Therefore, the drip irrigation pipe of the new type is suitable for filling water in it and allowing the water to pass through the pipe wall to provide drip irrigation water to the outside, and includes: a pipe body with a plurality of pipes along it The water outlet holes arranged at intervals in the length direction; and a plurality of drainage devices are arranged on the inner wall surface of the pipe body and correspond to the water outlet holes of the pipe body respectively. Each drainage device includes: a partition plate spaced from the inner wall surface of the tube body, and has an inlet plate portion, an outlet plate portion, and an intermediate plate portion between the inlet plate portion and the outlet plate portion ; Two connecting plates, which are spaced apart from each other to connect the partition and the pipe body, and together with the partition and the pipe body define a water supply inflow and increase the speed of the water and correspond to the inlet plate portion of the partition The inlet speed-increasing flow channel of the, and an outlet decelerating flow channel of the outlet plate portion of the partition plate corresponding to the outlet decelerating flow path of the water supply liquid flowing out and decelerating the water liquid; and a bump arranged on the middle plate portion of the partition plate , And is connected between the connecting plates, wherein the height of the top surface of the bump is lower than the height of the top surface of the connecting plates, wherein the connecting plates are also defined together with the bump and the tube body A constant velocity flow passage between the inlet speed increasing flow passage and the outlet decelerating flow passage, wherein the depth of the constant velocity flow passage is smaller than the depth of the inlet speed increasing flow passage and the outlet decelerating flow passage. Each outlet hole of the pipe body is located above the junction of the corresponding inlet velocity increasing flow channel and the constant velocity flow channel. When the water flows through the inlet velocity increasing flow channel, it will be blocked by the bump and turn, so a part of The water will be guided upward through the corresponding outlet holes to provide drip irrigation water to the outside.
本新型之功效在於:由於入口增速流道之流道漸縮,故該處水液之流速增快,因而產生負壓的文丘里效應,可抑制管體之出水孔的出水量,因而達到小量出水的灌溉效果;凸塊可阻擋水液令其轉向,因而一部分的水液會被導引向上通過出水孔以向外提供滴滲式點滴灌溉用水液。The effect of the new model is: because the flow channel of the inlet speed increasing flow channel gradually shrinks, the flow velocity of the water at this place is increased, thereby generating a negative pressure venturi effect, which can suppress the water output of the water outlet hole of the pipe body, thus achieving Irrigation effect of a small amount of water; the bump can block the water and make it turn, so a part of the water will be guided upwards through the water outlet to provide drip irrigation water.
參閱圖3至5,本新型滴滲式點滴灌溉管的實施例,適用於填充水液9於其內並使水液9通過管壁而向外提供滴滲式點滴灌溉用水液。在本實施例中,該滴滲式點滴灌溉管包含一管體3及數個引流裝置4。Referring to Figures 3 to 5, the embodiment of the drip irrigation pipe of the present invention is suitable for filling
如圖3、4所示,在本實施例中,該管體3設有數個沿其長度方向X等距地相間隔排列的出水孔30,其中,每一出水孔30的形狀可以是例如為圓形等。該等引流裝置4是設置於該管體3之內壁面上,且是分別對應於該管體3之該等出水孔30,也就是說,該等引流裝置4也是沿著該長度方向X等距地相間隔排列。但是,在本新型滴滲式點滴灌溉管的其他實施例中,該等出水孔30也可以是不等距地相間隔排列,並且該等引流裝置4也是對應地不等距相間隔排列。As shown in Figures 3 and 4, in this embodiment, the
參閱圖4至8,在本實施例中,每一引流裝置4包括一隔板40、兩連接板41,及一凸塊43。Referring to FIGS. 4 to 8, in this embodiment, each
如圖4、5、6所示,該隔板40與該管體3之內壁面相間隔,並具有一入口板部401、一出口板部402,及一介於該入口板部401及該出口板部402之間的中間板部403。As shown in Figures 4, 5, and 6, the
該等連接板41彼此相間隔地連接該隔板40及該管體3,並與該隔板40及該管體3共同界定一供水液9流入並使水液9增速且對應於該隔板40之該入口板部401的入口增速流道421,及一供水液9流出並使水液9減速且對應於該隔板40之該出口板部402的出口減速流道422。在本實施例中,該入口增速流道421之長度L1遠小於該出口減速流道422之長度L2,故在該入口增速流道421會由於流道逐漸變小,使水液9流速加快,因而產生負壓的文丘里效應,而該出口減速流道422則由於其長度L2遠大於該入口增速流道421之長度L1,並且該出口減速流道422由於流道逐漸變大,故會使水液9較平緩地減速而流向下一個引流裝置4。The connecting
該凸塊43是設置於該隔板40之該中間板部403上,且是連接於該等連接板41間,並與該等連接板41及該管體3共同界定一介於該入口增速流道421及該出口減速流道422之間的等速流道423。在本實施例中,該凸塊43之形狀可以是例如為矩形體等。The
由於該凸塊43頂面之高度是低於該等連接板41頂面之高度,故使得等速流道423的深度小於該入口增速流道421及該出口減速流道422的深度。如圖4所示,在本實施例中,由於該管體3之每一出水孔30是位於對應的入口增速流道421及等速流道423交界處上方,故當水液9流經該入口增速流道421時,水液9會被該凸塊43阻擋而轉向,因而一部分的水液9會被導引向上通過對應的出水孔30以向外提供滴滲式點滴灌溉用水液。Since the height of the top surface of the
參閱圖9、10,在上述實施例之一變化例中,該入口增速流道421之長度L1約等於該出口減速流道422之長度L2,而該變化例同樣具有該入口增速流道421可產生負壓的文丘里效應,並且該出口減速流道422可使水液9較平緩地減速而流向下一個引流裝置4之功效。9 and 10, in a variation of the foregoing embodiment, the length L1 of the inlet speed increasing
參閱圖11,在上述實施例之另一變化例中,該入口增速流道421之長度L1遠大於該出口減速流道422之長度L2,而該另一變化例同樣具有該入口增速流道421可產生負壓的文丘里效應,並且該出口減速流道422可使水液9較平緩地減速而流向下一個引流裝置4之功效。Referring to FIG. 11, in another variation of the foregoing embodiment, the length L1 of the inlet velocity increasing
綜上所述,本新型滴滲式點滴灌溉管具有以下優點:(1)在該入口增速流道421流道漸縮,故水液9流速增快,因而產生負壓的文丘里效應,可抑制管體3之出水孔30的出水量,因而達到小量出水的灌溉效果;(2)凸塊43會阻擋水液9而使水液9轉向,因而一部分的水液9會被導引向上通過出水孔30以向外提供滴滲式點滴灌溉用水液9;(3)出口減速流道422由於流道逐漸變大,故會使水液9較平緩地減速而流向下一個引流裝置4;所以確實能達成本新型的目的。In summary, the new drip irrigation pipe has the following advantages: (1) The speed increasing
惟以上所述者,僅為本新型的實施例而已,當不能以此限定本新型實施的範圍,凡是依本新型申請專利範圍及專利說明書內容所作的簡單的等效變化與修飾,皆仍屬本新型專利涵蓋的範圍內。However, the above are only examples of the present model. When the scope of implementation of the present model cannot be limited by this, all simple equivalent changes and modifications made in accordance with the patent scope of the present model application and the contents of the patent specification still belong to This new patent covers the scope.
3:管體 30:出水孔 4:引流裝置 40:隔板 401:入口板部 402:出口板部 403:中間板部 41:連接板 421:入口增速流道 422:出口減速流道 423:等速流道 43:凸塊 9:水液 L1:長度 L2:長度 X:長度方向3: Tube body 30: water outlet 4: Drainage device 40: partition 401: entrance board 402: Export Board Department 403: Intermediate Plate 41: connecting plate 421: inlet velocity increasing flow channel 422: Outlet deceleration runner 423: Constant velocity flow channel 43: bump 9: Water liquid L1: length L2: length X: length direction
本新型的其他的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是一立體圖,說明一現有點滴灌溉管; 圖2是一剖面圖,說明該現有點滴灌溉管; 圖3是一立體圖,說明本新型滴滲式點滴灌溉管的實施例; 圖4是一剖面圖,說明本實施例; 圖5是一立體圖,說明本實施例中的引流裝置; 圖6是一俯視圖,說明該引流裝置; 圖7是一前視圖,說明該引流裝置; 圖8是一前視圖,說明該實施例; 圖9是一立體圖,說明本實施例之一變化例中的引流裝置; 圖10是一俯視圖,說明該變化例中的引流裝置;及 圖11是一俯視圖,說明本實施例之另一變化例中的引流裝置。 Other features and effects of the present invention will be clearly presented in the embodiment with reference to the drawings, among which: Figure 1 is a perspective view illustrating an existing drip irrigation pipe; Figure 2 is a cross-sectional view illustrating the existing drip irrigation pipe; Figure 3 is a perspective view illustrating an embodiment of the new drip irrigation pipe of the present invention; Figure 4 is a cross-sectional view illustrating this embodiment; Figure 5 is a perspective view illustrating the drainage device in this embodiment; Figure 6 is a top view illustrating the drainage device; Figure 7 is a front view illustrating the drainage device; Figure 8 is a front view illustrating the embodiment; Figure 9 is a perspective view illustrating a drainage device in a modification of this embodiment; Figure 10 is a top view illustrating the drainage device in this modification; and Fig. 11 is a plan view illustrating the drainage device in another modification of this embodiment.
3:管體 3: Tube body
30:出水孔 30: water outlet
4:引流裝置 4: Drainage device
43:凸塊 43: bump
X:長度方向 X: length direction
Claims (7)
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TW108210418U TWM598035U (en) | 2019-08-07 | 2019-08-07 | Drip-seeping type drip irrigation pipe |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN113854110A (en) * | 2021-10-09 | 2021-12-31 | 太原市水利工程质量与安全中心(太原市晋祠供水管理中心) | Irrigation equipment of controllable velocity of flow for hydraulic engineering |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN113854110A (en) * | 2021-10-09 | 2021-12-31 | 太原市水利工程质量与安全中心(太原市晋祠供水管理中心) | Irrigation equipment of controllable velocity of flow for hydraulic engineering |
CN113854110B (en) * | 2021-10-09 | 2023-12-05 | 太原市水利工程质量与安全中心(太原市晋祠供水管理中心) | Irrigation equipment of controllable velocity of flow for hydraulic engineering |
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