TWM568868U - Soil water retention system - Google Patents
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Abstract
一種土壤之保水系統包含有一第一工程結構以及一第二工程結構,其中第一工程結構包含有至少一槽體與至少第一遮布,槽體內部形成容室且具有至少一穿孔連通容室與外部,並藉由第一遮布包覆槽體,使砂石可以被第一遮布阻擋,但水源仍可以透過第一遮布滲入或滲出槽體的容室;而第二工程結構位於第一工程結構上方,且包含有至少一透水結構以及至少一支撐體,其中透水結構使外部的水可以滲透入槽體的容室內,且支撐體鋪設於透水結構周圍,藉此讓滲入到槽體容室內的水源可以緩慢滲出到周圍的土壤,進而讓周圍的土壤達到保水的效果。A soil water retention system includes a first engineering structure and a second engineering structure, wherein the first engineering structure includes at least one trough body and at least a first covering, the trough body internally forming a chamber and having at least one perforated connecting chamber And the outside, and covering the trough body with the first visor, so that the sand can be blocked by the first visor, but the water source can still penetrate or ooze out of the cavity of the trough through the first visor; and the second engineering structure is located Above the first engineering structure, and comprising at least one water permeable structure and at least one support body, wherein the water permeable structure allows external water to permeate into the chamber of the tank body, and the support body is laid around the water permeable structure, thereby allowing penetration into the tank The water source in the body can slowly ooze out to the surrounding soil, so that the surrounding soil can achieve the effect of retaining water.
Description
本創作係與土地保水有關;特別是指一種土壤之保水系統。This creation department is related to land water conservation; in particular, it is a soil water retention system.
按,土地若喪失涵養水的能力將容易導致淹水或是土石流等災情。According to the land, if the land loses the ability to conserve water, it will easily lead to flooding or soil and rock disasters.
在傳統建築工法中,常採用不透水的鋪設設計,這樣的設計會讓土地喪失良好的吸水、滲透以及保水的功能。在過去的防洪觀念中,皆以將建築基地內的雨水盡速往鄰地排出或引流至公共排水系統為主,進而造成每逢大雨時,公共排水設施必須瞬間承受大量進水負擔,當進水量超過公共排水設施的排水極限時,旋即會造成水往地表溢流而形成淹水,甚者,公共排水設施有潰堤之虞。In traditional construction methods, the impervious laying design is often used, which will result in the loss of good water absorption, penetration and water retention functions. In the past, the concept of flood control was to discharge or drain the rainwater from the construction base to the adjacent drainage system as soon as possible, which caused the public drainage facilities to bear a large amount of water inflow in the event of heavy rain. When the amount of water exceeds the drainage limit of the public drainage facilities, the water will overflow into the surface and form flooding. Even if the public drainage facilities have a break.
此外,上述土壤喪失涵養水的能力,還會減少滋養植物與蒸發水分潛熱的效果,這會引發居住環境日漸高溫化的「都市熱島效應」,其中都市熱島效應若更為嚴重有可能會引發乾旱,進而導致生物因缺水而死亡。In addition, the above-mentioned soil loses the ability to conserve water, and it also reduces the effect of nourishing plants and evaporating water latent heat, which will lead to an "urban heat island effect" in which the living environment is getting higher and higher, and if the urban heat island effect is more serious, it may cause drought. This in turn causes the organism to die due to lack of water.
故如何增加土地涵養水以及循環的能力,進而改善生態環境、調節微氣候、緩和氣候高溫化的現象,乃現今保水系統的設計重點。Therefore, how to increase the water conservation capacity of the land and the ability to recycle, thereby improving the ecological environment, regulating the microclimate, and alleviating the high temperature of the climate, is the design focus of the current water retention system.
有鑑於此,本創作之目的在於提供一種土壤之保水系統可以增加土地涵養水源。In view of this, the purpose of this creation is to provide a soil water retention system that can increase land conservation water sources.
緣以達成上述目的,本創作提供的一種土壤之保水系統,其包含有一第一工程結構以及一第二工程結構,其中,第一工程結構包含至少一槽體及至少一第一遮布,槽體內部形成容室,且具有至少一穿孔連通該容室與外部,該第一遮布包覆該槽體,其中該第一遮布係使水可以滲入或滲出該槽體的容室;該第二工程結構位於該第一工程結構的上方,其包含有至少一個透水結構以及至少一個支撐體,其中該透水結構係使外部的水可滲透入該槽體的該容室內,該支撐體鋪設於該透水結構的周圍。In order to achieve the above object, the present invention provides a soil water retention system comprising a first engineering structure and a second engineering structure, wherein the first engineering structure comprises at least one trough and at least one first covering, the trough Forming a chamber inside the body, and having at least one perforation communicating with the chamber and the outside, the first covering covering the trough, wherein the first covering allows water to permeate or seep out the chamber of the trough; The second engineering structure is located above the first engineering structure, and comprises at least one water permeable structure and at least one support body, wherein the water permeable structure allows external water to penetrate into the chamber of the tank body, and the support body is laid Around the permeable structure.
本創作之效果在於藉由該第一工程結構及該第二工程結構讓滲入到該槽體的該容室內的水源可以緩慢滲出到周圍的土壤進而達到對土壤保水的功能。The effect of the present invention is that the water source infiltrated into the chamber of the tank body can be slowly oozing out to the surrounding soil by the first engineering structure and the second engineering structure to achieve the function of retaining water for the soil.
為能更清楚地說明本創作,茲舉較佳實施例並配合圖式詳細說明如後。其中圖1為本創作一較佳實施例的土壤之保水系統1示意圖。本實施例的土壤之保水系統1包含有一第一工程結構100與一第二工程結構200。In order to explain the present invention more clearly, the preferred embodiment will be described in detail with reference to the drawings. 1 is a schematic view of a soil water retention system 1 according to a preferred embodiment of the present invention. The soil water retention system 1 of the present embodiment includes a first engineering structure 100 and a second engineering structure 200.
請再配合圖2所示,該第一工程結構100包含有至少一槽體10、至少一第一遮布20以及至少一第二遮布30,其中,先將第一遮布20鋪設於預先挖好且已將地基夯實的坑洞中,該坑洞是用於容置第一工程結構100,然後鋪設第二遮布30於第一遮布20之上,再將槽體10放置於坑洞中,且槽體10位於第二遮布30上,接著將第二遮布30與第一遮布20包覆槽體10。As shown in FIG. 2 , the first engineering structure 100 includes at least one trough 10 , at least one first fabric 20 , and at least one second fabric 30 . The first fabric 20 is first laid in advance. In the pothole which has been dug and has been compacted, the pothole is for accommodating the first engineering structure 100, then the second visor 30 is laid on the first visor 20, and the trough 10 is placed in the pit. In the hole, the groove body 10 is located on the second visor 30, and then the second visor 30 and the first visor 20 are wrapped around the groove body 10.
於本實施例中,該槽體10為由六個構造相同且具有一定厚度及堅實特性的側壁所構成的立方體,立方體內部形成有一容室S,圖3揭示槽體10的其中一個側壁,側壁上預製有多數個穿孔12連通容室S與槽體10外部。於其他實施例中,槽體10的六個側壁之構造可以有所不同,舉例而言,位於槽體10底部之側壁可以不具有穿孔12,或是六個側壁的穿孔12的形狀、大小有所不同,如位於槽體10側緣之側壁,其穿孔12較位於頂面的穿孔小,藉此,水可以輕易滲入容室S,而較緩慢的滲出容室S,但側壁之構造並不以此為限。In the present embodiment, the tank body 10 is a cube composed of six side walls of the same structure and having a certain thickness and solid characteristics. A cavity S is formed inside the cube, and FIG. 3 reveals one side wall of the tank body 10 and the side wall. A plurality of perforations 12 are prefabricated to connect the chamber S to the outside of the tank 10. In other embodiments, the configuration of the six side walls of the trough body 10 may be different. For example, the side wall at the bottom of the trough body 10 may have no perforations 12, or the shape and size of the perforations 12 of the six side walls may be Differently, for example, the side wall of the side edge of the trough body 10 has a small perforation 12 smaller than the perforation on the top surface, whereby water can easily penetrate into the chamber S, and the chamber S is more slowly oozing, but the structure of the side wall is not This is limited to this.
請再配合圖4所示,該第一遮布20為可透水的材質製成,較佳者係可讓水通過但泥沙不可通過,因此當第一遮布20完全包覆槽體10的側壁外部時,水可以滲入槽體10的容室S中或是由容室S中滲出,其中,水透過第一遮布20滲出槽體10時,第一遮布20可以減緩水滲出的速度,以延長對周遭土壤保濕的時間;當水透過第一遮布20進入容室S時,第一遮布20可以防止泥沙或是土石與水一同流入容室S中而造成不當的淤積。前述完全包覆槽體10係指第一遮布20包覆槽體10的六個側壁。As shown in FIG. 4, the first visor 20 is made of a water permeable material. Preferably, the water passes through but the sand does not pass through. Therefore, when the first visor 20 completely covers the tank 10 When the outside of the side wall, water can seep into the chamber S of the tank body 10 or ooze out from the chamber S. When the water permeates the tank body 10 through the first cloth 20, the first cloth 20 can slow down the water seepage. To extend the time of moisturizing the surrounding soil; when the water enters the chamber S through the first cloth 20, the first cloth 20 prevents the sediment or the earth and stone from flowing into the chamber S together with the water, causing improper deposition. The aforementioned completely covered tank 10 means that the first visor 20 covers the six side walls of the tank body 10.
第二遮布30為不可透水的材質製成,且至少包覆槽體10之底部,於本實施例中,第二遮布30包覆槽體10底部的側壁至靠近槽體10頂緣的側壁,以防止容室S內的水滲出槽體10,藉此,槽體10的容室S可以保存水源,並供連接一外部管線(圖未示)至外部需求水源的地方使用,舉例而言:庭園澆花、洗車等。於另一實施例中,可以省略第一遮布20的鋪設,直接將第二遮布30鋪設於坑洞中並以第二遮布30包覆槽體10,惟第二遮布30並未覆蓋住槽體10的頂面,而是改用第一遮布20覆蓋住槽體10的頂面,藉此,當水透過第一遮布20進入槽體10內時,槽體10因外部包覆有第二遮布30,故而水不會從槽體10內滲出,而達到槽體10儲水的效果。The second visor 30 is made of a water-impermeable material and covers at least the bottom of the trough body 10. In the embodiment, the second visor 30 covers the sidewall of the bottom of the trough body 10 to the top edge of the trough body 10. The side wall prevents the water in the chamber S from seeping out of the tank body 10, whereby the chamber S of the tank body 10 can hold the water source and is used for connecting an external pipeline (not shown) to the external demand water source, for example. Words: Watering the garden, washing the car, etc. In another embodiment, the laying of the first visor 20 may be omitted, and the second visor 30 may be directly laid in the crater and the groove 10 may be covered by the second visor 30, but the second visor 30 is not Covering the top surface of the trough body 10, the first fabric 20 is used to cover the top surface of the trough body 10, whereby when the water passes through the first fabric 20 into the trough body 10, the trough body 10 is externally The second visor 30 is coated, so that water does not ooze out of the tank 10, and the effect of storing water in the tank 10 is achieved.
此外,第二遮布30可以隨需求而調整其包覆槽體10側緣之側壁高度,舉例而言,第二遮布30可以是僅包覆槽體10底部與槽體10側緣之側壁的一半,而槽體10未為第二遮布30所包覆的部位則一律以第一遮布20覆蓋之,此時,槽體10除具有保水的功能外,更可以於槽體10內所蓄積水位高於被第二遮布30包覆的高度時,讓水透過第一遮布20緩慢地由槽體10內溢出,進而對槽體10周圍的土壤產生保濕的效果。另外,當槽體10周圍的土壤含水量過高時,水亦可從第一遮布20滲透進入槽體10中而為儲水。此外,當第一工程結構100不包含有第二遮布30而僅以第一遮布20包覆槽體10時,水可以由槽體10周圍滲入槽體10內,且由槽體10中透過第一遮布20而緩慢地滲出,以達到對周圍的土壤保水,以及避免土壤受到水快速沖刷,而超過土壤可承受的含水量情況。In addition, the second visor 30 can adjust the height of the sidewall of the side edge of the covering groove 10 as needed. For example, the second visor 30 can be a side wall covering only the bottom of the groove 10 and the side edge of the groove 10. The half of the body 10 and the portion of the tank body 10 that is not covered by the second visor 30 are uniformly covered by the first visor 20. At this time, the tank body 10 can be installed in the tank body 10 in addition to the function of retaining water. When the accumulated water level is higher than the height covered by the second visor 30, the water is allowed to slowly permeate from the inside of the tank 10 through the first hood 20, thereby exerting a moisturizing effect on the soil around the tank 10. In addition, when the soil moisture content around the tank body 10 is too high, water may also permeate from the first tarpaulin 20 into the tank body 10 to store water. In addition, when the first engineering structure 100 does not include the second visor 30 and only covers the trough body 10 with the first visor 20, water may penetrate into the trough body 10 from the periphery of the trough body 10, and the trough body 10 is Slowly ooze through the first hood 20 to maintain water retention to the surrounding soil and to avoid rapid soil erosion by the soil, which exceeds the water content that the soil can withstand.
請再配合圖5與圖6所示,第二工程結構200位於第一工程結構100上方,且第二工程結構200包含有至少一透水結構40、至少一連接管件50以及至少一個支撐體60,其中透水結構40包含有至少一筒體42與至少一蓋體44。當槽體10頂面被第一遮布20包覆後,對應槽體10頂面的第一遮布20上先平鋪一層土壤層,並鋪設透水結構40於土壤層上。As shown in FIG. 5 and FIG. 6 , the second engineering structure 200 is located above the first engineering structure 100 , and the second engineering structure 200 includes at least one water permeable structure 40 , at least one connecting pipe 50 , and at least one supporting body 60 . The water permeable structure 40 includes at least one cylinder 42 and at least one cover 44. After the top surface of the trough body 10 is covered by the first visor 20, a layer of soil is first laid on the first visor 20 corresponding to the top surface of the trough body 10, and the water permeable structure 40 is laid on the soil layer.
於本實施例中,筒體42與蓋體44的數量為多數個,其中筒體42包含有一連接部42a,且連接部42a具有一連接口42b,且筒體42頂部與底部分別具有一開口,頂部的開口與底部的開口彼此相連通,而蓋體44是以可拆離的方式結合於筒體42頂部並遮蔽頂部的開口。此外,筒體42頂部的開口可以有多種的形狀,舉例而言,如圖6A所示為方型開口,如圖6B所示則為不規則形的開口,但不以此為限,開口亦可以圓形等。而由圖6A與6C所示可得知在同一面積下透水結構40的大小有所不同,其中,透水結構的開口大小越大所能接收水分的面積越大。In the present embodiment, the number of the cylinders 42 and the cover 44 is a plurality, wherein the cylinder 42 includes a connecting portion 42a, and the connecting portion 42a has a connecting opening 42b, and the top and bottom of the tubular body 42 respectively have an opening. The top opening and the bottom opening communicate with each other, and the cover 44 is an opening that is detachably coupled to the top of the barrel 42 and shields the top. In addition, the opening at the top of the cylinder 42 can have various shapes. For example, as shown in FIG. 6A, the square opening is an irregular opening as shown in FIG. 6B, but not limited thereto. Can be round and so on. 6A and 6C, it can be seen that the size of the water permeable structure 40 differs under the same area, wherein the larger the opening size of the water permeable structure, the larger the area capable of receiving moisture.
此外,將連接管件50連接於相鄰的筒體42,使相鄰筒體42之連接口42b透過連接管件50而相連通,並於連通後將支撐體60鋪設在各個筒體42周圍,並覆蓋住連接管件50,於本實施例中,支撐體60包含有鋼絲網與水泥,鋼絲網係鋪設於筒體42周圍以固定筒體42,再藉由水泥覆蓋鋼絲網使筒體42穩固設置於第一工程結構100之上,另,支撐體也可以是採用礫石鋪設而成者。於另一實施例中,第二工程結構200可以是不具有連接管件50,而水是僅透過筒體42頂部的開口直接流入筒體,再從筒體底部的開口流到槽體10的容室S內。In addition, the connecting pipe member 50 is connected to the adjacent tubular body 42 so that the connecting port 42b of the adjacent tubular body 42 communicates through the connecting pipe member 50, and after the communication, the supporting body 60 is laid around each of the cylindrical bodies 42, and Covering the connecting pipe member 50, in the embodiment, the supporting body 60 includes a steel mesh and cement, and the steel mesh is laid around the tubular body 42 to fix the cylindrical body 42, and the tubular body 42 is stably set by covering the steel mesh with cement. Above the first engineering structure 100, the support body may also be paved with gravel. In another embodiment, the second engineering structure 200 may not have the connecting pipe 50, and the water flows directly into the cylinder through the opening of the top of the cylinder 42 and flows from the opening at the bottom of the cylinder to the volume of the tank 10. Inside the room S.
而於支撐體60鋪設在各個筒體42周圍,並覆蓋住連接管件50後將蓋體44拆離筒體42頂部以及將土壤填入筒體42內,當土壤填入筒體42內完成後,水即可透過筒體42滲透至槽體10的容室S中。The support body 60 is laid around each of the cylinders 42 and covers the connecting pipe member 50, and then the cover body 44 is detached from the top of the cylinder body 42 and the soil is filled into the cylinder body 42. When the soil is filled into the cylinder body 42, the soil is filled in the cylinder 42 Water can penetrate into the chamber S of the tank body 10 through the cylinder 42.
綜上所述,本創作所提供的土壤之保水系統可以讓周圍的土壤持續保濕,並將流入容室的水回收重複利用,達到環保綠能的效果。In summary, the soil water retention system provided by this creation can continuously moisturize the surrounding soil and reuse the water flowing into the chamber to achieve the effect of environmental green energy.
以上所述僅為本創作較佳可行實施例而已,舉凡應用本創作說明書及申請專利範圍所為之等效變化,理應包含在本創作之專利範圍內。The above is only a preferred embodiment of the present invention, and equivalent changes to the scope of the present application and the scope of the patent application are intended to be included in the scope of the present patent.
[本創作][This creation]
1‧‧‧土壤之保水系統 1‧‧‧ Soil water retention system
100‧‧‧第一工程結構 100‧‧‧First Engineering Structure
10‧‧‧槽體 10‧‧‧
12‧‧‧穿孔 12‧‧‧Perforation
20‧‧‧第一遮布 20‧‧‧First drapes
30‧‧‧第二遮布 30‧‧‧Second cloth
200‧‧‧第二工程結構 200‧‧‧Second engineering structure
40‧‧‧透水結構 40‧‧‧Water permeable structure
42‧‧‧筒體 42‧‧‧Cylinder
42a‧‧‧連接部 42a‧‧‧Connecting Department
42b‧‧‧連接口 42b‧‧‧Connecting port
44‧‧‧蓋體 44‧‧‧ cover
50‧‧‧連接管件 50‧‧‧Connected fittings
60‧‧‧支撐體 60‧‧‧Support
S‧‧‧容室 S‧‧‧室
S1‧‧‧第一步驟 S1‧‧‧ first step
S2‧‧‧第二步驟 S2‧‧‧ second step
S3‧‧‧第三步驟 S3‧‧‧ third step
S4‧‧‧第四步驟 S4‧‧‧ fourth step
S5‧‧‧第五步驟 S5‧‧‧ fifth step
S6‧‧‧第六步驟 S6‧‧‧ sixth step
S7‧‧‧第七步驟 S7‧‧‧ seventh step
圖1為本創作一較佳實施例之土壤之保水系統的示意圖; 圖2為圖1的局部放大圖; 圖3為本創作上述一較佳實施例之土壤之保水系統的槽體之側 視圖; 圖4為一示意圖,示意第一遮布與第二遮布設置於槽體外; 圖5為上述一較佳實施例之土壤之保水系統的透水結構之立體 圖; 圖6A為俯視圖,揭示透水結構的開口形狀及分布方式; 圖6B為俯視圖,揭示透水結構的開口形狀及分布方式; 圖6C為俯視圖,揭示透水結構的開口形狀及分布方式。1 is a schematic view of a water retaining system for soil according to a preferred embodiment; FIG. 2 is a partial enlarged view of FIG. 1; FIG. 3 is a side view of a tank body of a soil water retaining system according to the above preferred embodiment. Figure 4 is a schematic view showing the first cloth and the second cloth disposed outside the tank; Figure 5 is a perspective view of the water-permeable structure of the soil water retaining system of the above preferred embodiment; Figure 6A is a plan view showing the water-permeable structure Fig. 6B is a plan view showing the shape and distribution of the opening of the water permeable structure; Fig. 6C is a plan view showing the shape and distribution of the opening of the water permeable structure.
Claims (5)
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TW107210165U TWM568868U (en) | 2018-07-26 | 2018-07-26 | Soil water retention system |
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TW107210165U TWM568868U (en) | 2018-07-26 | 2018-07-26 | Soil water retention system |
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Cited By (1)
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CN111893967A (en) * | 2019-05-06 | 2020-11-06 | 吴发德 | Soil drainage device |
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2018
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111893967A (en) * | 2019-05-06 | 2020-11-06 | 吴发德 | Soil drainage device |
CN111893967B (en) * | 2019-05-06 | 2021-11-30 | 吴发德 | Soil drainage device |
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