JPH0340898Y2 - - Google Patents

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Publication number
JPH0340898Y2
JPH0340898Y2 JP17191987U JP17191987U JPH0340898Y2 JP H0340898 Y2 JPH0340898 Y2 JP H0340898Y2 JP 17191987 U JP17191987 U JP 17191987U JP 17191987 U JP17191987 U JP 17191987U JP H0340898 Y2 JPH0340898 Y2 JP H0340898Y2
Authority
JP
Japan
Prior art keywords
water
rubber
channel member
waterway
soil
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
Application number
JP17191987U
Other languages
Japanese (ja)
Other versions
JPH0175137U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP17191987U priority Critical patent/JPH0340898Y2/ja
Publication of JPH0175137U publication Critical patent/JPH0175137U/ja
Application granted granted Critical
Publication of JPH0340898Y2 publication Critical patent/JPH0340898Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はゴム製水路部材に係り、更に詳しくは
空地造成、農地造成あるいは道路側溝に形成され
るU字排水路の形状に自由に沿わすことができる
ゴム製水路部材に関する。
[Detailed description of the invention] (Field of industrial application) The present invention relates to a rubber waterway member, and more specifically, it can be used to freely conform to the shape of a U-shaped drainage channel formed in vacant land, farmland development, or roadside ditches. The present invention relates to a rubber waterway member that can be used.

(従来技術) 従来、空地造成や農地造成の際につくられる排
水路にはコンクリート製の水路が連続して布設さ
れている。また、最近ではコンクリート製の水路
部材より遥かに軽量な硬質性の合成樹脂を素材と
したものも使用されていた。
(Prior Art) Conventionally, concrete waterways have been continuously laid in drainage channels created when creating vacant land or farmland. Also, recently, materials made of hard synthetic resin, which is much lighter than concrete waterway members, have been used.

(考案が解決しようとする問題点) しかし、従来のコンクリート製の水路部材は重
量物であるため砂利、クラツシヤーランそして砂
まき出し等により基盤処理し、更にコンクリート
により水路部材のレベル調整を必要とした。ま
た、そればかりでなく従来のコンクリート製ある
いは硬質樹脂製の水路部材は剛性体であり、特に
寒冷地で使用されると、水路部材に接する周囲の
土壌に含まれる水分が凍結して水路部材を持ち上
げて、その接合部が亀裂破損を生じ、それがもと
で下地盤が侵食され更に基盤の崩壊を招くことが
あつた。
(Problem that the invention aims to solve) However, since conventional concrete waterway members are heavy, it is necessary to treat the base with gravel, crusher run, sand sprinkling, etc., and also to adjust the level of the waterway member with concrete. . In addition, conventional waterway members made of concrete or hard resin are rigid bodies, and when used in particularly cold regions, water contained in the surrounding soil that comes in contact with the waterway members freezes and damages the waterway members. When lifted, the joints developed cracks and failures, which eroded the underlying foundation and led to further collapse of the foundation.

また、そればかりでなく上記水路部材を傾斜面
の排水路に設置した場合には、大雨、大雪等によ
つて生じた水が傾斜面の上流側から地表水あるい
は地下水として流れ出し、これが水路部材付近の
土壌の保持力を低下させて土砂を流出させてい
た。このため、水路部材付近の土壌は短期間にな
くなり、再度土壌の入れ込み施工をしなければな
らなかつた。
In addition, when the above-mentioned waterway member is installed in a drainage channel on a slope, water generated by heavy rain, heavy snow, etc. flows out from the upstream side of the slope as surface water or underground water, and this water flows near the waterway member. The holding capacity of the soil was reduced and the soil was washed away. As a result, the soil near the channel members disappeared in a short period of time, and soil had to be added again.

本考案はこのような問題点を改善するものであ
り、排水路内に設置した水路部材付近の土壌の流
れを阻止し、且つ経済的な施工が可能になるゴム
製水路部材を提供することを目的とする。
The present invention is intended to improve these problems, and aims to provide a rubber waterway member that prevents the flow of soil near the waterway member installed in a drainage canal and can be constructed economically. purpose.

(問題点を解決するための手段) 上記のような問題点を解決する為に本考案はゴ
ム中に塑性変形可能な金属部材が芯体として埋設
され、断面略U字型の形状を有するゴム製水路部
材において、該ゴム製水路部材の少なくとも片方
の側面に水取り込孔を設け、該水取り込み孔にフ
イルタを被覆していることを特徴とする。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention is a rubber having a substantially U-shaped cross section, in which a plastically deformable metal member is embedded in the rubber as a core. The water channel member is characterized in that a water intake hole is provided on at least one side of the rubber channel member, and the water intake hole is covered with a filter.

(実施例) 以下、本考案の実施例を添付図面に従って説明
する。
(Example) Hereinafter, an example of the present invention will be described with reference to the accompanying drawings.

第1図は本考案に係るゴム製水路部材の片側面
のみに水を取り込む孔を設けた場合の斜視図であ
り、本考案のゴム製水路部材1は天然ゴム、イン
プレンゴム、クロロプレンゴムあるいは耐候性の
良好なエチレンープロピレンーターポリマー、ブ
チルゴム、もしくはこれらのブレンド物等からな
るゴム材2に金網または金属平板からなる芯体3
を埋設したもので、断面が略U字形で約50〜200
cm程度の比較的細長い形状になつている。そし
て、前記水路部材1の一方の端部内側には肉厚を
薄くした段差部4が、他方の端部外側にも肉厚を
薄くした段差部4があり、他の水路部材と接合す
る箇所になつている。
Fig. 1 is a perspective view of a rubber water channel member according to the present invention in which a hole for taking in water is provided only on one side. A rubber material 2 made of a highly resistant ethylene-propylene terpolymer, butyl rubber, or a blend thereof, and a core 3 made of a wire mesh or a flat metal plate.
It has a roughly U-shaped cross section and about 50 to 200
It has a relatively long and narrow shape of about cm. There is a step part 4 with a thin wall on the inside of one end of the water channel member 1, and a step part 4 with a thin wall on the outside of the other end, and a part where it joins with other water channel members. It's getting old.

また、ゴム製水路部材1の片側面9に水取り込
み孔5を一様に設け、水取り込み孔5の存在する
面全面にフイルタ6を被覆している。水取り込み
孔5は水が流れる部分、少なくとも側面9の下か
ら約50mm以下の部分には設けられていない。
Furthermore, water intake holes 5 are uniformly provided on one side 9 of the rubber water channel member 1, and the entire surface where the water intake holes 5 are present is covered with a filter 6. The water intake hole 5 is not provided in a portion where water flows, at least in a portion less than about 50 mm from the bottom of the side surface 9.

水取り込み孔5は孔径が2〜20mmの範囲が適当
である。孔径2mm未満にすると、フイルタの繊維
が砂利や土によつて目詰りし易くなり、20mmより
大きくすると砂利や土等の圧力に対するフイルタ
の強度が問題になる。また孔のピツチは20〜100
mmの範囲が適当であるピツチが20mm未満となると
水路部材側面9の強度が落ち、100mmより大きく
すると透水能率が悪くなり効果が薄くなる。
The diameter of the water intake hole 5 is suitably in the range of 2 to 20 mm. When the pore diameter is less than 2 mm, the fibers of the filter are likely to be clogged with gravel and soil, and when it is larger than 20 mm, the strength of the filter against the pressure of gravel and soil becomes a problem. Also, the hole pitch is 20 to 100.
If the appropriate pitch is less than 20 mm, the strength of the side surface 9 of the channel member will decrease, and if it is greater than 100 mm, the water permeability will deteriorate and the effect will become weaker.

前記芯体3は前述の通り金網、金属平板のよう
な金属部材でこの部材はゴム製水路部材1を保形
する機能と同時にこのゴム製水路部材1の形状を
自由に変えることが出来る機能を担つている。そ
のため、この金属部材は開孔率R={a/a+d}
2×100(a:開き目、d:線径)が30〜95を有す
るもので、平織、綾織、クリンプ織、菱形金網、
亀甲金網等のものが使用可能である。また、金属
平板は厚さ0.02〜1mm程度のもので、丸形、角形
の貫通孔が複数個設けられており、貫通孔の占め
る割合(貫通孔の面積/平板面積×100)は約10
〜70%である。
As mentioned above, the core body 3 is a metal member such as a wire mesh or a flat metal plate, and this member has the function of maintaining the shape of the rubber waterway member 1 and the function of freely changing the shape of the rubber waterway member 1. I'm in charge. Therefore, this metal member has a porosity R={a/a+d}
2 × 100 (a: opening, d: wire diameter) is 30 to 95, plain weave, twill weave, crimp weave, rhombus wire mesh,
Materials such as tortoise shell wire mesh can be used. In addition, the metal flat plate is about 0.02 to 1 mm thick and has multiple round and square through holes, and the ratio of the through holes (area of the through hole / flat plate area x 100) is approximately 10 mm.
~70%.

また、本考案で使用されるフイルタ6は水路部
材1内に土壌中の土砂等を流し込まずに水だけを
取り込む機能を有しており、例えば織物や不織布
からなるものが使用できる。それらの中でもポリ
エステル、ポリプロピレン等を素材とするニード
ルパンチタイプの不織布、あるいは熱接着タイプ
の不織布が強度、耐候性、耐熱性、防腐性、高透
水性等の点で優れており、土砂等による目詰りも
しにくく適当である。不織布の目付量は約20〜
1000g/mU2の範囲が好ましくその範囲より小さ
くなると、布の目が荒過ぎて土砂を通してしま
い、また大きくなると透水性が悪くなる。
Further, the filter 6 used in the present invention has a function of taking only water into the water channel member 1 without pouring earth and sand in the soil, and can be made of, for example, woven or non-woven fabric. Among these, needle-punched nonwoven fabrics made of polyester, polypropylene, etc., and thermal adhesive type nonwoven fabrics are superior in terms of strength, weather resistance, heat resistance, antiseptic properties, and high water permeability. It is suitable and does not easily clog. The basis weight of nonwoven fabric is approximately 20~
A range of 1000g/m U2 is preferable, and if it is smaller than this range, the fabric will be too coarse and will allow dirt to pass through, and if it is too large, water permeability will be poor.

次に、前記ゴム製水路部材1の使用例を第2図
を用いて説明する。ゴム製水路部材1は空地造成
地等に設けられた排水路10に設置される。この
時、上記水路部材1の寸法が排水路10の寸法よ
り大きい場合には、この水路部材の頂部7付近を
押圧することによつてコーナ部8を変形させ排水
路の側壁に沿わすことが可能である。
Next, an example of the use of the rubber water channel member 1 will be explained using FIG. 2. The rubber waterway member 1 is installed in a drainage channel 10 provided in a vacant land development site or the like. At this time, if the dimensions of the water channel member 1 are larger than the dimensions of the drainage channel 10, the corner portion 8 can be deformed by pressing the vicinity of the top 7 of the channel member so as to be aligned with the side wall of the drainage channel. It is possible.

しかし、従来の水路部材は変形不可能であるた
め、排水路の寸法に合わない時には排水路を掘り
直す必要がある。ゴム製水路部材1は以上の様に
設置され第3図の状態になる。水は第3図中の傾
斜面の上方から矢印方向に土壌中を浸透しゴム製
水路部材1の横の土壌11中に蓄えられ、その水
はフイルタ6を通り、水路部材1の側面9の水取
り込み孔5を通つて水路部材1中に流れ込む。フ
イルタ6があるために水路部材1横の土壌11中
の土砂等は水路中に流れ込まない。
However, since conventional water channel members cannot be deformed, it is necessary to re-dig the drainage channel when the dimensions of the channel do not suit the dimensions of the channel. The rubber water channel member 1 is installed as described above and is in the state shown in FIG. 3. Water penetrates into the soil in the direction of the arrow from above the slope in FIG. 3 and is stored in the soil 11 next to the rubber channel member 1. The water flows into the water channel member 1 through the water intake hole 5 . Because of the filter 6, the earth and sand in the soil 11 next to the water channel member 1 do not flow into the water channel.

また、第4図に示しているのは両側の傾斜が上り
傾斜である場合、水路部材1の両側面に水取り込
み孔5を開けた構造をとつたものである。水路中
へ土砂等が入るのを防ぐフイルタ6の被覆位置は
水路部材1側面の外側のみに限らず両側でもよ
い。
Moreover, what is shown in FIG. 4 is a structure in which water intake holes 5 are opened on both sides of the water channel member 1 when the slopes on both sides are upward slopes. The covering position of the filter 6 for preventing dirt and the like from entering the waterway is not limited to only the outside of the side surface of the waterway member 1, but may be on both sides.

(効果) 以上のように本考案のゴム製水路部材は、水路
部材側面に土壌中の水を水路内に取り込む孔を設
けることによつて水路の横に土砂が水で流される
ことがなくなり、また水路に土壌中の水を取り込
む孔に不織布等のフイルターを設置することによ
り水だけを水路内に取り込むことができ、水路横
の土砂等が水路内に流れ込むことがなく、地表
水、浸透水や湧水を効率的に処理し、またある程
度の柔軟性を有することによつて下地盤の多少の
不陸面にも沿いやすいため、基盤処理をする必要
がなく経済的な施工が可能になる効果を奏する。
(Effects) As described above, the rubber waterway member of the present invention prevents soil from being washed away to the side of the waterway by providing holes on the side of the waterway member to take water in the soil into the waterway. In addition, by installing filters such as non-woven fabric in the holes that take water in the soil into the canals, only water can be taken into the canals, preventing sediment, etc. next to the canals from flowing into the canals, preventing surface water, seepage water, etc. It efficiently processes water and spring water, and has a certain degree of flexibility, making it easy to follow the uneven surface of the underlying ground, making it possible to construct economically without the need for foundation treatment. be effective.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係るゴム製水路部材の一部切
欠き斜視図、第2図は本考案のゴム製水路部材を
排水路に設置する場合を説明する断面図であり、
第3図は片側に水取り込み孔を設けたゴム製水路
部材を斜面に設置した実施例を示す断面図であ
り、第4図は両側に水取り込み孔を設けたゴム製
水路部材を両側の土壌が上り斜面の場所に設置し
た実施例を示す断面図である。 1……ゴム製水路部材、2……ゴム材、3……
芯材、4……段差部、5……水取り込み部、6…
…フイルタ、7……頂部、8……コーナ部。
FIG. 1 is a partially cutaway perspective view of a rubber water channel member according to the present invention, and FIG. 2 is a sectional view illustrating the case where the rubber water channel member of the present invention is installed in a drainage channel.
Figure 3 is a cross-sectional view showing an example in which a rubber channel member with water intake holes on one side is installed on a slope, and Figure 4 shows a rubber channel member with water intake holes on both sides installed on a slope. FIG. 2 is a cross-sectional view showing an example in which the device is installed on an uphill slope. 1...Rubber waterway member, 2...Rubber material, 3...
Core material, 4...Step part, 5...Water intake part, 6...
...Filter, 7...Top part, 8...Corner part.

Claims (1)

【実用新案登録請求の範囲】 1 ゴム中に塑性変形可能な金属部材が芯材とし
て埋設され断面略U字形の形状を有するゴム製
水路部材において、該ゴム製水路部材の少なく
とも片方の側面に水取り込み孔を設け、該水取
り込み孔にフイルタを被覆していることを特徴
とするゴム製水路部材。 2 前記フイルタが土砂等に対して不透性で水に
対して可透性であることを特徴とする実用新
案登録請求の範囲第1項記載のゴム製水路部
材。
[Scope of Claim for Utility Model Registration] 1. A rubber water channel member having a substantially U-shaped cross section in which a plastically deformable metal member is embedded as a core material in rubber, with water on at least one side of the rubber water channel member. 1. A rubber water channel member comprising a water intake hole and a filter covering the water intake hole. 2. The rubber water channel member according to claim 1, wherein the filter is impermeable to earth and sand and permeable to water.
JP17191987U 1987-11-09 1987-11-09 Expired JPH0340898Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17191987U JPH0340898Y2 (en) 1987-11-09 1987-11-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17191987U JPH0340898Y2 (en) 1987-11-09 1987-11-09

Publications (2)

Publication Number Publication Date
JPH0175137U JPH0175137U (en) 1989-05-22
JPH0340898Y2 true JPH0340898Y2 (en) 1991-08-28

Family

ID=31463918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17191987U Expired JPH0340898Y2 (en) 1987-11-09 1987-11-09

Country Status (1)

Country Link
JP (1) JPH0340898Y2 (en)

Also Published As

Publication number Publication date
JPH0175137U (en) 1989-05-22

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