JP3056442U - Soil net drainage system - Google Patents

Soil net drainage system

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Publication number
JP3056442U
JP3056442U JP1998006283U JP628398U JP3056442U JP 3056442 U JP3056442 U JP 3056442U JP 1998006283 U JP1998006283 U JP 1998006283U JP 628398 U JP628398 U JP 628398U JP 3056442 U JP3056442 U JP 3056442U
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JP
Japan
Prior art keywords
drainage
concave
soil
plate
strip
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1998006283U
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Japanese (ja)
Inventor
錦賜 楊
Original Assignee
錦賜 楊
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Application filed by 錦賜 楊 filed Critical 錦賜 楊
Priority to JP1998006283U priority Critical patent/JP3056442U/en
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Publication of JP3056442U publication Critical patent/JP3056442U/en
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Abstract

(57)【要約】 【課題】 効率よく土壌構造体中の雨水或いは地下水を
排出できる土壌用網状排水装置の提供。 【解決手段】 複数の排水板条10と複数の連結板条2
0が交差するように接合されて組成された土壌用網状排
水装置において、該排水板条10が一つの凹形板条1
1、複数の高抗引張り力のポリエステル繊維束12及び
一つの濾水層13で組成され、該複数の高抗引張り力の
ポリエステル繊維束12は凹形板条11内に長手方向に
埋設され、凹形板条11の上面に長手方向に複数の凹溝
111が設けられ、凹形板条11の上面を被覆するよう
に該濾水層13が凹形板条11上に接合されて、排水板
条10の凹溝111が最大の排水空間を有するものとさ
れ、以上の構成を有することを特徴とする。
(57) [Problem] To provide a net drainage device for soil capable of efficiently discharging rainwater or groundwater in a soil structure. A plurality of drainage plates and a plurality of connection plates are provided.
In a net drainage device for soil composed so as to intersect with each other so as to intersect with each other, the drainage plate 10 has one concave plate 1
1, composed of a plurality of high tensile strength polyester fiber bundles 12 and one drainage layer 13, wherein the plurality of high tensile strength polyester fiber bundles 12 are buried longitudinally in the concave plate strip 11, A plurality of concave grooves 111 are provided in the upper surface of the concave plate 11 in the longitudinal direction, and the drainage layer 13 is joined on the concave plate 11 so as to cover the upper surface of the concave plate 11, and drainage is performed. The groove 111 of the plate strip 10 has the largest drainage space, and has the above configuration.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は一種の土壌用網状排水装置に関し、排水板条に溝が設けられ、土壌構 造体中の大量の雨水或いは地下水を排出して即時土圧を軽減でき、土壌構造体の 安定性を維持して地盤移動を防止する、一種の大地工程用網状排水装置に関する 。 The present invention relates to a kind of net drainage device for soil, in which a groove is provided in a drainage plate, and a large amount of rainwater or groundwater in the soil structure can be drained to immediately reduce the earth pressure, thereby improving the stability of the soil structure. The present invention relates to a type of net drainage device for ground processing, which is maintained to prevent ground movement.

【0002】[0002]

【従来の技術】[Prior art]

多くの大地工程で使用されている従来の大地工程網と填土で形成された土壌構 造体中にあって、排水網の配置は、土壌構造体中の土圧の増減、填土の安定及び 地盤の移動に厳重な影響を与える。有効に土壌構造体中の雨水及び地下水を受け て排出するために、現在土木工程業界で使用している排水網は図5から図7に示 されるようであり、その中、排水網5は複数の排水板条50を縦横に交錯するよ う接合してなる。図6のA及びBに示されるように、該排水板条50は一つの凹 形板条511、二束の高引張り力のポリエステル繊維束512、513及び排水 帯514を包括す。該凹形板条511は、金型を用いて、ポリマー501で中間 に適当な距離を保留している上記二束の高引張り力の樹脂繊維束512、513 の外層を被覆して形成される。凹形板条511の上面中央には長手方向に一つの 溝502があり、該溝502に機器を用いて排水帯514をはめ込むことで、排 水板条50が形成される。上記排水帯514は一種の網状物とされ、多孔質とさ れて随時土壌構造体中の雨水及び地下水を吸収し排出する作用を有している。 In the soil structure formed by the conventional earth process net and the earth filling used in many earth processes, the arrangement of the drainage network will increase or decrease the earth pressure in the soil structure and stabilize the earth filling. And severely affect ground movement. The drainage networks currently used in the civil engineering industry to effectively receive and discharge rainwater and groundwater in soil structures are shown in Figs. 5 to 7, where the drainage network 5 is A plurality of drainage strips 50 are joined so as to intersect vertically and horizontally. As shown in FIGS. 6A and 6B, the drainage strip 50 includes one concave strip 511, two bundles of high tension polyester fiber bundles 512, 513, and a drainage zone 514. The concave strip 511 is formed by using a metal mold to cover the outer layer of the two bundles of high tensile force resin fiber bundles 512, 513, which are held at an appropriate distance in the middle by the polymer 501. . At the center of the upper surface of the concave strip 511, there is one groove 502 in the longitudinal direction, and the drainage strip 514 is formed by inserting a drainage zone 514 into the groove 502 using a device. The drainage zone 514 is a kind of mesh, and is made porous, and has a function of absorbing and discharging rainwater and groundwater in the soil structure as needed.

【0003】 上述の従来の土壌用網状排水装置は、凹形板条511の中央に設けられた溝5 02にはめ込まれた排水帯514の網孔により土壌構造体中の雨水や地下水を吸 収並びに排出している。しかし、排水帯514の有する網孔の空間は相当に有限 であり、大雨などでもたらされた土壌構造体中の大量の雨或いは地下水を即時排 出することはできないため、土壌構造体の土壌の含む水量が飽和に達すると、排 水網と土壌の間の摩擦力が相対的に下がり、土圧が急速に増加し、土壌構造体の 土壌の相対移動と崩壊をもたらした。The above-mentioned conventional mesh net drainage device for soil absorbs rainwater and groundwater in a soil structure by a mesh hole of a drainage zone 514 fitted in a groove 502 provided at the center of a concave strip 511. And discharges. However, the space of the net hole of the drainage zone 514 is considerably limited, and it is not possible to immediately discharge a large amount of rain or groundwater in the soil structure caused by heavy rain or the like. When the water content reached saturation, the frictional force between the drainage network and the soil decreased relatively, and the earth pressure increased rapidly, causing the relative movement and collapse of the soil in the soil structure.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the invention]

以上の従来の土壌用排水網の有する欠点を鑑み、本考案は有効に土壌構造体中 の雨水或いは地下水を大量に、効率的に排出しうる一種の土壌用網状排水装置を 提供することを課題としている。 In view of the above-mentioned drawbacks of the conventional drainage network for soil, the present invention has an object to provide a kind of drainage device for soil which can effectively discharge a large amount of rainwater or groundwater in a soil structure efficiently. And

【0005】 具体的には、本考案は、排水板条に、最大の排水空間を有する濾水槽式の凹溝 を設けた、一種の土壌用網状排水装置を提供することを課題としている。Specifically, an object of the present invention is to provide a kind of net drainage device for soil in which a drainage plate is provided with a drainage tank type groove having a maximum drainage space.

【0006】 本考案はさらに、排水板条に濾水層を設けて土壌構造体の安定性を強化するの に有効な、一種の濾水槽式の土壌用網状排水装置を提供することを課題としてい る。Another object of the present invention is to provide a kind of drainage tank type net drainage device for soil which is effective for providing a drainage layer on a drainage plate and enhancing the stability of the soil structure. Yes.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

請求項1の考案は、複数の排水板条10と複数の連結板条20が交差するよう に接合されて組成された土壌用網状排水装置において、 該排水板条10が一つの凹形板条11、複数の高抗引張り力のポリエステル繊維 束12及び一つの濾水層13で組成され、該複数の高抗引張り力のポリエステル 繊維束12は凹形板条11内に長手方向に埋設され、凹形板条11の上面に長手 方向に複数の凹溝111が設けられ、凹形板条11の上面を被覆するように該濾 水層13が凹形板条11上に接合されて、排水板条10の凹溝111が最大の排 水空間を有するものとされ、以上の構成を有することを特徴とする、土壌用網状 排水装置としている。 The invention according to claim 1 is directed to a net drainage device for soil composed of a plurality of drainage strips 10 and a plurality of connecting strips 20 joined so as to intersect, wherein the drainage strips 10 are one concave strip. 11, composed of a plurality of high tensile strength polyester fiber bundles 12 and one drainage layer 13, the plurality of high tensile strength polyester fiber bundles 12 are buried longitudinally in the concave plate strip 11, A plurality of grooves 111 are provided in the longitudinal direction on the upper surface of the concave plate 11, and the drainage layer 13 is joined on the concave plate 11 so as to cover the upper surface of the concave plate 11. The recessed groove 111 of the plate strip 10 has the largest drainage space, and has the above-mentioned configuration, which is a net drainage device for soil.

【0008】[0008]

【考案の実施の形態】[Embodiment of the invention]

本考案の土壌用網状排水装置は、複数の排水板条と複数の連結板条を交差する ように接合して形成され、その中、排水板条は、一つの凹形板条と、複数の高抗 引張り力のポリエステル繊維束、及び一つの濾水層を包括し、該複数の高抗引張 り力のポリエステル繊維束は凹形板条内に設けられ、凹形板条上面に長手方向に 凹溝が設けられ、濾水層が該凹形板条上面を被覆するように接合されて上記排水 板条が組成されている。排水板条の凹溝は最大の排水空間を有して即時有効に土 壌構造体中の大量の雨水或いは地下水を排出し、土壌構造体の安定性を維持させ 、地盤移動と崩壊を防止する。 The mesh drainage device for soil of the present invention is formed by joining a plurality of drainage plates and a plurality of connecting plates so as to intersect, wherein the drainage plate includes one concave plate and a plurality of drainage plates. A high tensile tensile strength polyester fiber bundle and one drainage layer are included, and the plurality of high tensile tensile strength polyester fiber bundles are provided in a concave strip, and are longitudinally disposed on the upper surface of the concave strip. A concave groove is provided, and a drainage layer is joined so as to cover the upper surface of the concave plate, thereby forming the drain plate. The grooves in the drainage strip have the largest drainage space and immediately and efficiently discharge a large amount of rainwater or groundwater in the soil structure, maintain the stability of the soil structure, and prevent ground movement and collapse. .

【0009】[0009]

【実施例】【Example】

図1から図4に示されるように、本考案の土壌用網状排水装置1は、複数の排 水板条10と複数の連結板条20が交差するように接合されてなる。図2、3、 4に示されるように、その中、排水板条10は一つの凹形板条11、複数の高抗 引張り力のポリエステル繊維束12及び一つの濾水層13で組成されている。該 複数の高抗引張り力のポリエステル繊維束12は凹形板条11内に設けられ、凹 形板条11の上面に複数の凹溝111が設けられ、濾水層13は凹形板条11の 上面に接合されている。排水板条10の複数の凹溝111は最大の排水空間を有 して、順調に土壌構造体中の大量の雨水或いは地下水を排出でき、土壌構造体の 安定性を維持する。 As shown in FIGS. 1 to 4, the net drainage device for soil 1 of the present invention is formed by joining a plurality of drainage strips 10 and a plurality of connecting strips 20 so as to intersect. As shown in FIGS. 2, 3, and 4, the drainage strip 10 is composed of one concave strip 11, a plurality of polyester fiber bundles 12 having high tensile strength, and one drainage layer 13. I have. The plurality of high tensile force polyester fiber bundles 12 are provided in the concave plate 11, a plurality of concave grooves 111 are provided on the upper surface of the concave plate 11, and the drainage layer 13 is formed in the concave plate 11. It is joined to the upper surface of The plurality of grooves 111 of the drainage strip 10 have the largest drainage space and can smoothly discharge a large amount of rainwater or groundwater in the soil structure, and maintain the stability of the soil structure.

【0010】[0010]

【考案の効果】[Effect of the invention]

図5から図7には現在土木工程業界で使用されている排水網の実施例が示され 、その中、凹形板条511の中間の溝502内に嵌め込まれた排水帯514の有 する排水空間は僅かに溝502と排水帯514の間の網孔の空間であり、このた め、単位時間内に排出できる水量は相当に有限であり、排水速度もまた曲折する 網孔の影響を受けて遅くなり、土壌構造体の大量の雨水或いは地下水を急速に排 出することはできなかった。一方、本考案の排水板条10は、濾水層13が内部 に複数の高抗引張り力のポリエステル繊維束12を具えた凹形板条11の上面に 濾水層13を接合されてなり、排水板条10内の凹溝111の排水空間は、図5 から図7に示される現在の土木工程業界で使用されている排水網の実施例より大 きい。即ち従来の排水網は、凹形板条511の溝502の空間いっぱいに排水帯 514が嵌め込まれているのに対し、本考案では複数の凹溝111が最大の排水 空間を有しており、単位時間当たりの排水量を増して排水を順調に行うことがで きる。 5 to 7 show an embodiment of a drainage network currently used in the civil engineering industry, in which a drainage zone 514 fitted in a middle groove 502 of a concave strip 511 is provided. The space is slightly the space of the net hole between the groove 502 and the drainage zone 514, so that the amount of water that can be drained in a unit time is considerably limited, and the drainage speed is also affected by the bent net hole. It was not possible to quickly drain large amounts of rainwater or groundwater from soil structures. On the other hand, the drainage strip 10 of the present invention has a drainage layer 13 joined to the upper surface of a concave strip 11 having a plurality of high tensile strength polyester fiber bundles 12 therein. The drainage space of the groove 111 in the drainage strip 10 is larger than the drainage network embodiment used in the current civil engineering industry shown in FIGS. 5 to 7. That is, in the conventional drainage network, the drainage band 514 is fitted in the entire space of the groove 502 of the concave strip 511, whereas in the present invention, the plurality of grooves 111 have the largest drainage space, Drainage can be performed smoothly by increasing the amount of drainage per unit time.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.

【図2】本考案中、排水板条の斜視図である。FIG. 2 is a perspective view of a drain plate in the present invention.

【図3】本考案中、排水板条の分解斜視図である。FIG. 3 is an exploded perspective view of a drain plate in the present invention.

【図4】本考案中、排水板条の端面視図である。FIG. 4 is an end view of the drain plate in the present invention.

【図5】従来の排水網の構造表示図である。FIG. 5 is a diagram showing the structure of a conventional drainage network.

【図6】従来の排水網の分解図(A)及び断面図(C)
及び排水板条と各種材料の抗引張り力比較図(C)であ
り、(C)図中、Aは軟鋼、Bは排水網、Cは不織布、
Dは樹脂排水網の抗引張り力を示す。
FIG. 6 is an exploded view (A) and a sectional view (C) of a conventional drainage network.
And (C), in which (A) is a mild steel, (B) is a drainage network, (C) is a non-woven fabric,
D indicates the tensile strength of the resin drainage network.

【図7】本考案の施工表示図である。FIG. 7 is a construction view of the present invention.

【符号の説明】[Explanation of symbols]

5 排水網 50 排水板条 511 凹形板条 512、513 ポリエステル繊維束 514 排水帯 501 ポリマー 502 溝 1 土壌用網状排水装置 10 排水板条 20 連結板条 11 凹形板条 12 高抗引張り力のポリエステル繊維束 13 濾水層 111 凹溝 Reference Signs List 5 drainage network 50 drainage strip 511 concave strip 512, 513 polyester fiber bundle 514 drainage zone 501 polymer 502 groove 1 net drainage device for soil 10 drainage strip 20 connecting strip 11 concave strip 12 high tensile strength Polyester fiber bundle 13 Drainage layer 111 Groove

Claims (1)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 複数の排水板条10と複数の連結板条2
0が交差するように接合されて組成された土壌用網状排
水装置において、該排水板条10が一つの凹形板条1
1、複数の高抗引張り力のポリエステル繊維束12及び
一つの濾水層13で組成され、該複数の高抗引張り力の
ポリエステル繊維束12は凹形板条11内に長手方向に
埋設され、凹形板条11の上面に長手方向に複数の凹溝
111が設けられ、凹形板条11の上面を被覆するよう
に該濾水層13が凹形板条11上に接合されて、排水板
条10の凹溝111が最大の排水空間を有するものとさ
れ、以上の構成を有することを特徴とする、土壌用網状
排水装置。
A plurality of drainage strips and a plurality of connection strips.
In a net drainage device for soil composed so as to intersect with each other so as to intersect with each other, the drainage plate 10 has one concave plate 1
1, composed of a plurality of high tensile strength polyester fiber bundles 12 and one drainage layer 13, wherein the plurality of high tensile strength polyester fiber bundles 12 are buried longitudinally in the concave plate strip 11, A plurality of concave grooves 111 are provided in the upper surface of the concave plate 11 in the longitudinal direction, and the drainage layer 13 is joined on the concave plate 11 so as to cover the upper surface of the concave plate 11, and drainage is performed. The mesh net drainage device for soil, characterized in that the concave groove 111 of the plate strip 10 has a maximum drainage space and has the above configuration.
JP1998006283U 1998-08-04 1998-08-04 Soil net drainage system Expired - Lifetime JP3056442U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1998006283U JP3056442U (en) 1998-08-04 1998-08-04 Soil net drainage system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1998006283U JP3056442U (en) 1998-08-04 1998-08-04 Soil net drainage system

Publications (1)

Publication Number Publication Date
JP3056442U true JP3056442U (en) 1999-02-16

Family

ID=43190411

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1998006283U Expired - Lifetime JP3056442U (en) 1998-08-04 1998-08-04 Soil net drainage system

Country Status (1)

Country Link
JP (1) JP3056442U (en)

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