JPS636253Y2 - - Google Patents
Info
- Publication number
- JPS636253Y2 JPS636253Y2 JP1977171952U JP17195277U JPS636253Y2 JP S636253 Y2 JPS636253 Y2 JP S636253Y2 JP 1977171952 U JP1977171952 U JP 1977171952U JP 17195277 U JP17195277 U JP 17195277U JP S636253 Y2 JPS636253 Y2 JP S636253Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- warp
- polyamide
- polyolefin
- yarn
- 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
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【考案の詳細な説明】
この考案は、造成地、道路又は農地等の地盤の
土中水を吸収集水し、その吸収集水を排出し、そ
の地盤の保護又は強化のために用いられる集水排
出用布管に係り、ポレオレフイン、ポリエステ
ル、ポリアミド等の熱可塑性合成樹脂の紡績糸又
は、スプリツトヤーンの如き繊維状集合体から成
る経糸aとポレオレフイン、ポリアミドの連続し
た太経のモノフイラメントの硬質糸条の1本又は
適宜数本から成る緯糸bとによつて、筒体cに織
成されていることを特徴とするものである。[Detailed description of the device] This device absorbs and collects underground water in the ground of developed land, roads, farmland, etc., discharges the absorbed water, and is used to protect or strengthen the ground. Concerning the water discharge cloth pipe, the warp a is made of a spun yarn of thermoplastic synthetic resin such as polyolefin, polyester, polyamide, or a fibrous aggregate such as a split yarn, and a continuous thick monofilament hard yarn of polyolefin or polyamide. It is characterized in that it is woven into a cylindrical body c using one or several weft yarns b.
この考案によれば、径糸がポレオレフイン、ポ
リエステル、ポリアミド等の熱可塑性合成樹脂の
紡績糸又はスプリツトヤーンの如き繊維状集合体
から成ている為に、その繊維状集合体に形成され
た微細間隙による毛細管現象によつて、吸水作用
が強力に行なわれると共に、管材布地が筒体に織
成されているために、その布地の網目構造によつ
て、過作用が行なわれて透水効果を奏し、又、
緯糸が、ポレオレフイン、ポリアミドの連続した
太径のモノフイラメントの硬質糸状から成つてい
るために、機械的強度が大きくなつて埋設した地
盤の土圧による変形を防止させることができて頗
る有用である。 According to this invention, since the diameter yarn is made of a fibrous aggregate such as a spun yarn or a split yarn of thermoplastic synthetic resin such as polyolefin, polyester, or polyamide, the fine gaps formed in the fibrous aggregate are Due to the capillary phenomenon, water absorption is strong, and since the tube material fabric is woven into a cylinder, the mesh structure of the fabric causes an overaction, producing a water permeability effect. ,
Since the weft yarn is made of a continuous large-diameter hard monofilament of polyolefin or polyamide, it has a high mechanical strength and is extremely useful because it can prevent deformation due to earth pressure in the buried ground. .
この考案における経糸の繊維状集合体として
は、ポリエチレン、ポリプロピレン、ポレオレフ
イン、ポリエステル、ポリアミド、アクリル樹脂
等の熱可塑性硬質合成樹脂の紡績糸又は、スプリ
ツトヤーンが用いられている。 As the fibrous aggregate of the warp yarns in this invention, spun yarn or split yarn of thermoplastic hard synthetic resin such as polyethylene, polypropylene, polyolefin, polyester, polyamide, acrylic resin, etc. is used.
また、その形状は筒体であることは必要である
がその断面形状としては、第1図におけるように
円形とし、第8図のように角丸形とし、第9図の
ように楕円形にする等、必要に応じて、その断面
形状が定められる。 Although it is necessary that the shape is cylindrical, its cross-sectional shape should be circular as shown in Fig. 1, rounded as shown in Fig. 8, and oval as shown in Fig. 9. The cross-sectional shape is determined as necessary.
従来から地下水、湧水、雨水等の余剰水を排水
するために、筒体状或いは帯状等の排水材を土中
に埋設し、または地表に敷設したりして、排水に
よる土層と乾燥と圧密を促進させ、地盤を安定化
することが広く行なわれている。 Conventionally, in order to drain surplus water such as groundwater, spring water, and rainwater, cylindrical or belt-shaped drainage materials are buried in the soil or laid on the ground surface, and the soil layer due to drainage and dryness are removed. It is widely practiced to promote consolidation and stabilize the ground.
その筒状体としては、古くは、素焼管或いは小
孔を穿設したコンクリート管等の重量物が、強度
上の関係から用いられていたが、最近は、こ等の
重量物に代つて、適宜間隔で配置された円環状の
各太ストランド間を、細ストランドにて形成され
た網管部により連結し、この網管部を環状に凹設
乃至凸設せしめて蛇腹襞部を形成し、全体を蛇腹
状に構成して成る合成樹脂製暗渠用網管としたも
の、合成樹脂製の筒体に小孔を穿設したもの、そ
れらの筒体の円面又は外面に、更に、網状物を装
着させたもの、網状筒体に、一体成形した合成樹
脂製排水管スパイラル芯材の内面又は外面にフイ
ルター状物を接着させたもの、或いは、2本のら
せん巻き芯体の間に、帯体を幾層にも挾んだもの
等のより軽量化したものが開発され、使用されつ
つある。 In the past, heavy objects such as unglazed tubes or concrete pipes with small holes were used as the cylindrical body due to their strength, but recently, instead of these heavy objects, The thick annular strands arranged at appropriate intervals are connected by a mesh pipe section formed of thin strands, and the mesh pipe section is made concave or convex in an annular shape to form a bellows fold. Synthetic resin underdrain mesh pipes configured in a bellows shape, synthetic resin cylinders with small holes, and net-like materials further attached to the circular or outer surface of these cylinders. A filter-like material is bonded to the inner or outer surface of a synthetic resin drain pipe spiral core material integrally formed with a net-like cylinder, or a belt material is placed between two spirally wound core materials. Lighter weight products such as those sandwiched between layers have been developed and are being used.
更に、暗渠排水管として、管面に適当な間隔を
おいて開発された通水孔を有する排水管の外側管
面に、布帛表面に凹凸を有する織、編布などの通
水膜を被覆したものが従来知られている。 Furthermore, as an underdrain drain pipe, the outer pipe surface of the drain pipe, which has water permeable holes at appropriate intervals on the pipe surface, is coated with a water permeable membrane made of woven or knitted fabric with irregularities on the fabric surface. something is conventionally known.
しかし、これ等従来構造における合成樹脂製の
筒体とか、網状筒体に一体成形したもの等は、一
定の地盤の荷重に対しては耐え得るが、地盤の変
動による不均一な荷重には弱く、又、スパイラル
芯材の内面又は外面にフイルター状物を接着した
ものは、上記のものに較べて可撓性があり、地盤
の変化に対してはある程度耐え得るが、芯材とフ
イルター状物を接着剤を用いて接着させている関
係から、接着部分が弱く、地盤の急激な変動や、
排水材の打込み時、或いは長時間使用すると、そ
の部分が破壊する。 However, these conventional structures such as synthetic resin cylinders and mesh cylinders that are integrally molded can withstand a certain level of ground load, but are weak against uneven loads due to ground fluctuations. Also, spiral core material with a filter-like material glued to the inner or outer surface is more flexible than the above-mentioned material and can withstand changes in the ground to some extent, but the core material and filter-like material Because they are glued together using adhesives, the bonded parts are weak and there may be sudden changes in the ground,
When inserting drainage material or using it for a long time, that part will break.
更に、また、2本のらせん巻き芯体の間に帯体
を挾んんだものは、単に、帯体をらせん巻き芯体
に挾んだだけであるので、同様に強度的に欠点が
ある等の問題点を有していた。 Furthermore, the method in which the band is sandwiched between two spirally wound cores has the same drawback in terms of strength because the band is simply sandwiched between the spirally wound cores. It had the following problems.
更に、排水管の外面に凹凸面を有する織、編布
などの通水膜を被覆したものでは、構造が複雑で
あるのみならず、集吸水効果が少ない。 Furthermore, if the outer surface of the drain pipe is coated with a water-permeable membrane made of woven or knitted fabric having an uneven surface, not only the structure is complicated but also the water collection and absorption effect is low.
これに対して、この出願の考案は、これ等従来
構造品の欠点を除去し、集排水効果の強力なもの
を開発したものである。 On the other hand, the invention of this application eliminates the drawbacks of these conventional structures and develops a structure with a strong water collection effect.
この出願の考案によれば、ポリオレフイン、ポ
リエステル、ポリアミド等の熱可塑性合成樹脂の
紡績糸又は、スプリツトヤーンの如き繊維状集合
体から成る吸収性及び過性を有する経糸aと、
ポリオレフイン、ポリアミドの太径のモノフイラ
メントの如き、機械的強度が大きく、且つ、軽量
の連続した硬質糸条の1本又は適宜複数本から成
る緯糸bとによつて、断面円形、角丸形、楕円形
等の適宜断面形の筒体cに織成されているので、
集水性及び排水性に富む強力な集水排水用布管を
提供することができることになり、頗る有用であ
る。 According to the invention of this application, a warp a having absorbency and perpendicularity is made of a spun yarn of a thermoplastic synthetic resin such as polyolefin, polyester, or polyamide, or a fibrous aggregate such as a split yarn;
A weft b consisting of one or a plurality of continuous hard yarns having high mechanical strength and light weight, such as a large-diameter monofilament of polyolefin or polyamide, can be used to create a material with a circular cross section, rounded corners, Since it is woven into a cylinder c with an appropriate cross-sectional shape such as an oval shape,
This makes it possible to provide a strong water collection and drainage cloth pipe with excellent water collection and drainage properties, which is extremely useful.
この考案においては、経糸として、ポレオレフ
イン、ポリエステル、ポリアミド等の熱可塑性合
成樹脂の紡績糸又は、スプリツトヤーンの如き繊
維状集合体から成る吸水性及び過性を有する繊
維状集合体が用いられているために、繊維状集合
体に形成された微小間隙による毛細管現象によつ
て筒体の外部の水を強力に吸水させると共に、経
糸、緯糸の適度なな織成密度によつて構成した網
目構造による過作用が併せ行われるために、集
透水効果においても、従来のものに比較して著し
く優れている。 In this invention, as the warp, a spun yarn of thermoplastic synthetic resin such as polyolefin, polyester, polyamide, etc. or a fibrous aggregate such as a split yarn, which has water absorbency and permeability, is used. In addition, the water from the outside of the cylinder is strongly absorbed by capillary action caused by the minute gaps formed in the fibrous aggregate, and the water is absorbed by the network structure formed by the appropriate weaving density of the warp and weft. Because these functions are performed simultaneously, the water collecting and permeation effect is also significantly superior to conventional products.
また、緯糸としては、ポリオレフイン、ポリア
ミドの太径モノフイラメントの如き機械的強度が
大きく且つ、軽量の連続した硬質糸条の1本又は
適宜複数本から成るものが用いられているため
に、機械的強度が大きくなると共に、軽量にして
価格的にも低廉で経済的である。 In addition, as the weft yarn, one or a plurality of continuous hard yarns with high mechanical strength and light weight, such as large-diameter monofilament of polyolefin or polyamide, are used. It is not only strong but also lightweight and economical.
また、これらの硬質の合成樹脂製のモノフイラ
メント(ワイヤーとも云う)により機械的強度を
持たせるために、適当な強化充填材を適度に混合
したものを用いると、一層効果的である。例え
ば、ポリアミドの場合、ガラス繊維を30%混入し
たものは2〜3倍も曲げ強さが向上し、ポリプロ
ピレンにガラス繊維を20%混入したものは30%向
上する。ピアノ線等の金属製ワイヤーを用いるに
は、耐腐蝕性を上げるために、合成ゴム、合成樹
脂等の塗装、耐腐蝕性金属のメツキ等の表面処理
を施したものを用いる必要がある。 Further, in order to impart mechanical strength to these hard synthetic resin monofilaments (also called wires), it is more effective to use a monofilament mixed with an appropriate reinforcing filler. For example, in the case of polyamide, when 30% glass fiber is mixed in, the bending strength is improved by two to three times, and when polypropylene is mixed with 20% glass fiber, the bending strength is improved by 30%. When using a metal wire such as a piano wire, it is necessary to use a wire that has been subjected to surface treatment such as coating with synthetic rubber or synthetic resin, plating with corrosion-resistant metal, etc. in order to improve its corrosion resistance.
また、強度的に問題ない範囲で、これらの緯糸
に、上記経糸の素材を組合わせ併用(撚糸、引揃
え、1本又は数本おきに)し、集透水性及び屈撓
性を高めることができるし、軟質中空糸を併用す
れば屈撓性の他に弾力性を与えることができる。 In addition, to the extent that there is no problem in terms of strength, these weft yarns can be combined with the above warp materials (twisted, aligned, every one or several yarns) to increase water collection and permeability and flexibility. If soft hollow fibers are used in combination, elasticity can be imparted in addition to flexibility.
第1図及び第2図はこの考案を示し、aは経
糸、bは緯糸、cは筒体を示している。 Figures 1 and 2 show this invention, where a indicates the warp, b indicates the weft, and c indicates the cylindrical body.
この考案の構造は、筒体状であることは必要で
あるが、その形状は、第1図の如く必ずしも円形
断面を有するものでなく、埋設しようとする場所
に応じて、縦或いは横方向に変形させながら工事
をさせることも、変形させて埋設することもでき
て頗る便利である。また、緯糸に熱可塑性樹脂を
用いたものはその素材の溶融温度より20〜40℃低
い温度のもとで熱セツトすることにより、予め、
楕円形またな角丸形その他任意の閉された断面の
形状に固定することができる。 Although the structure of this invention needs to be cylindrical, its shape does not necessarily have a circular cross section as shown in Figure 1, but can be shaped vertically or horizontally depending on the location where it is to be buried. It is extremely convenient because it can be deformed during construction work and deformed before being buried. In addition, for those using thermoplastic resin for the weft, heat setting is performed at a temperature 20 to 40 degrees Celsius lower than the melting temperature of the material.
It can be fixed to an oval, rounded corner, or any other closed cross-sectional shape.
而して、経糸及び緯糸の太さは、排水材の使用
場所、排水材の太さ及び、排水材に掛かる圧力並
びに、緯糸の素材のワイヤーの硬さ(主として曲
げの強さ)及び、緯糸の密度によつて、適宜選択
できるが、通常熱可塑性樹脂製ワイヤーが、ポリ
アミド系のナイロン6ワイヤーの場合、1.0〜2.5
mmφ程度であり、ポリオレフイン系のポリプロピ
レンの無機質補強充填剤30〜50%混入のもので
は、0.5〜1.5mmφ程度が適当である。その場合の
経糸の太さは、ポリエステル紡績糸で20′S/5か
ら20′S/10、連続糸で1000dから3000d程度、ポリ
プロピレンのスプリツトヤーンでは1000dから
3000dが適度である。 Therefore, the thickness of the warp and weft depends on the place where the drainage material is used, the thickness of the drainage material, the pressure applied to the drainage material, the hardness of the wire of the weft material (mainly bending strength), and the weft. The density can be selected as appropriate depending on the density of the thermoplastic resin wire, but when the thermoplastic resin wire is polyamide-based nylon 6 wire, the
The diameter is approximately 0.5 to 1.5 mm in the case of polyolefin-based polypropylene mixed with 30 to 50% inorganic reinforcing filler. In this case, the warp thickness is 20'S/5 to 20'S/10 for polyester spun yarn, 1000 d to 3000 d for continuous yarn, and 1000 d for polypropylene split yarn.
3000 d is reasonable.
この考案において、試作した100mmφ排水布管
の場合、経糸はポリプロピレンのスプリツトヤー
ン1200d/2にオイリング処理を施したもので、
688本を用い、緯糸には、ポリプロピレンのワイ
ヤー2.5mmφのものを10cm間24本の密度で打込ん
だ結果、重量800g/mと軽量で集透水性の良い
ものが得られた。 In the case of the 100mmφ drainage cloth pipe that was prototyped in this idea, the warp was made of polypropylene split yarn 1200d/2 oiled.
Using 688 wefts, polypropylene wires with a diameter of 2.5 mm were inserted at a density of 24 wires per 10 cm, resulting in a lightweight product with a weight of 800 g/m and good water collection and permeability.
織成の方法は、公知の環状織機を用い、平組織
で交織したが、綾組織、朱子組織のいずれでも良
いが硬度が高く剛性の強いワイヤーを織りなが
ら、しつかり抑え組織を安定させるためには、組
織点の多い平組織の方が最も適している上、使用
のための工事中に組織が乱れることもなく、且つ
全面に亘つて平均した集透水性が得られ、優れた
排水効果をもつものである。 The weaving method was to use a known circular loom to interweave a plain weave, but it could be either a twill weave or a satin weave, but while weaving a wire with high hardness and rigidity, it was necessary to suppress the tightness and stabilize the weave. A flat structure with many tissue points is most suitable, and the structure is not disturbed during the construction work for use, and it has an average water collection permeability over the entire surface, and has an excellent drainage effect. It is something that we have.
第3図において、緯糸bとしては、合成樹脂モ
ノフイラメント1が用いられ、このモノフイラメ
ントは、第4図の1′,1″,1のように連続糸
を3本等の複数本用いてもよく、また、夫々別素
材のモノフイラメントを用いてもよい。 In Fig. 3, a synthetic resin monofilament 1 is used as the weft b, and this monofilament may be made of multiple continuous threads such as 3 as shown in 1', 1'', and 1 in Fig. 4. Alternatively, monofilaments made of different materials may be used.
また、第5図においては、緯糸bに、モノフイ
ラメント1と繊維状集合体(紡績糸)2を2本引
揃えたものを交互に用いている。 Further, in FIG. 5, monofilament 1 and two fibrous aggregates (spun yarn) 2 arranged in parallel are alternately used as the weft yarn b.
第6図におけるものにおいては、モノフイラメ
ントのチユーブ3を交互に用い、第7図における
ものは、これに繊維状集合体(紡績糸)2′,
2′を加え、交互に用いている。 In the case shown in Fig. 6, monofilament tubes 3 are used alternately, and in the case shown in Fig. 7, fibrous aggregates (spun yarn) 2',
2' is added and used alternately.
この考案によれば、道路工事、造成工事、盛土
工事、土地改良工事等において、集排水パイプと
して使用されるが、その際、経糸の繊維状集合体
の微細構造と経糸、緯糸によつて形成される網目
構造とにより、吸水と過との両作用及びパイプ
としての流水作用を持つため、目詰りを起すこと
なく、場合により割栗石等を筒体周辺に配するこ
とが省略され、溝立てのない埋設でも充分集排水
効果を生じさせることもできる。 According to this invention, it is used as a collection and drainage pipe in road construction, land reclamation work, embankment work, land improvement work, etc. At that time, the fine structure of the fibrous aggregate of warp threads, the warp threads, and the weft threads are formed. Due to the mesh structure, it has both water absorption and water absorption functions as well as water flow function as a pipe, so it does not cause clogging, and in some cases, it is not necessary to place cracked stones etc. around the cylinder, making it easy to make grooves. It is also possible to produce sufficient water collection and drainage effects even if the water is buried without water.
また、この考案の布管材の管壁の構成する緯糸
は、経糸によつて定間隔のスパイラル状に抱え込
まれ、しつかりと把持され、経糸と共に一体構造
をなすため、組織が乱れることもなく、従つて筒
体の強度が大きい。又、経糸の適度な伸縮性と緯
糸のスパイラル構造は、筒体の屈撓性を与えるの
で所望の個所において、自由に曲げることができ
る。 In addition, the weft yarns constituting the tube wall of the cloth tube material of this invention are held in a spiral shape at regular intervals by the warp yarns, and are tightly gripped, forming an integral structure with the warp yarns, so that the organization is not disturbed. Therefore, the strength of the cylinder is high. In addition, the moderate elasticity of the warp yarns and the spiral structure of the weft yarns provide flexibility to the cylindrical body, so that it can be bent freely at desired locations.
かくして、この考案の排水布管材は無駄のない
構造による軽量化と、軽量素材使用によるため、
きわめて軽量で、且つ柔軟であるため、運搬敷設
が非常に便利である。 In this way, the drain cloth pipe material of this invention is lightweight due to its lean structure and uses lightweight materials, so
It is extremely lightweight and flexible, making it very convenient to transport and install.
第1図はこの考案の一実施例の斜視図、第2図
は第1図−線断面図、第3図は第2図A部拡
大断面図、第4図,第5図,第6図,第7図はそ
の部分の他の実施例の拡大断面図、第8図,第9
図はこの考案の他の実施例の断面図を示す。
図中、同一符号は同一部分または均等部分を示
しaは経糸、bは緯糸、cは筒体、1,1′,
1″,1は合成樹脂モノフイラメント、2,
2′は繊維状集合体、3はモノフイラメントのチ
ユーブを示す。
Fig. 1 is a perspective view of an embodiment of this invention, Fig. 2 is a sectional view taken along the line of Fig. 1, Fig. 3 is an enlarged sectional view of section A in Fig. 2, Figs. 4, 5, and 6. , FIG. 7 is an enlarged sectional view of other embodiments of that part, FIGS. 8 and 9.
The figure shows a sectional view of another embodiment of the invention. In the figures, the same reference numerals indicate the same or equivalent parts, a is the warp, b is the weft, c is the cylinder, 1, 1',
1″, 1 is a synthetic resin monofilament, 2,
2' is a fibrous aggregate, and 3 is a monofilament tube.
Claims (1)
の熱可塑性合成樹脂の紡績糸又は、スプリツトヤ
ーンの如き繊維状集合体から成る経糸aと、ポレ
オレフイン、ポリアミドの連続した太径のモノフ
イラメントの硬質糸条の1本又は適宜数本から成
る緯糸bとによつて、筒体cに織成されているこ
とを特徴とする集水排出用布管。 A warp a made of a spun yarn of a thermoplastic synthetic resin such as polyolefin, polyester, or polyamide, or a fibrous aggregate such as a split yarn, and one or an appropriate number of continuous large-diameter monofilament hard yarns of polyolefin or polyamide. A cloth pipe for collecting and discharging water, characterized in that it is woven into a cylindrical body c by wefts b consisting of books.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1977171952U JPS636253Y2 (en) | 1977-12-22 | 1977-12-22 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1977171952U JPS636253Y2 (en) | 1977-12-22 | 1977-12-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5498010U JPS5498010U (en) | 1979-07-11 |
| JPS636253Y2 true JPS636253Y2 (en) | 1988-02-22 |
Family
ID=29176300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1977171952U Expired JPS636253Y2 (en) | 1977-12-22 | 1977-12-22 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS636253Y2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006272225A (en) * | 2005-03-30 | 2006-10-12 | Ashimori Ind Co Ltd | Sand filter |
| JP2007075757A (en) * | 2005-09-15 | 2007-03-29 | Ashimori Ind Co Ltd | Sand filtration apparatus |
| JP2007125517A (en) * | 2005-11-07 | 2007-05-24 | Ashimori Ind Co Ltd | Sand filter |
| JP2007144316A (en) * | 2005-11-28 | 2007-06-14 | Ashimori Ind Co Ltd | Construction method of sand filtration sedimentation basin, and sand filtration sedimentation basin |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4605900B2 (en) * | 2000-12-25 | 2011-01-05 | 芦森工業株式会社 | Drainage guide pipe for pavement burial |
| JP4520346B2 (en) * | 2004-10-06 | 2010-08-04 | 芦森工業株式会社 | Cleaning method of water collecting material |
| JP6631993B2 (en) * | 2015-10-08 | 2020-01-15 | 芦森工業株式会社 | Laying drainage pipes in the soil |
| JP6840421B2 (en) * | 2015-10-08 | 2021-03-10 | 芦森工業株式会社 | Cylindrical woven fabric |
| JP6598201B2 (en) * | 2015-10-13 | 2019-10-30 | 芦森工業株式会社 | Drainage pipe and its laying method |
| KR102106915B1 (en) * | 2019-11-26 | 2020-05-06 | 조경순 | A perforated-pipe |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5536575Y2 (en) * | 1976-04-05 | 1980-08-28 |
-
1977
- 1977-12-22 JP JP1977171952U patent/JPS636253Y2/ja not_active Expired
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006272225A (en) * | 2005-03-30 | 2006-10-12 | Ashimori Ind Co Ltd | Sand filter |
| JP2007075757A (en) * | 2005-09-15 | 2007-03-29 | Ashimori Ind Co Ltd | Sand filtration apparatus |
| JP2007125517A (en) * | 2005-11-07 | 2007-05-24 | Ashimori Ind Co Ltd | Sand filter |
| JP2007144316A (en) * | 2005-11-28 | 2007-06-14 | Ashimori Ind Co Ltd | Construction method of sand filtration sedimentation basin, and sand filtration sedimentation basin |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5498010U (en) | 1979-07-11 |
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