JPS61148040A - Cut-off sheet with one-way water-penetrating valve - Google Patents

Cut-off sheet with one-way water-penetrating valve

Info

Publication number
JPS61148040A
JPS61148040A JP27093484A JP27093484A JPS61148040A JP S61148040 A JPS61148040 A JP S61148040A JP 27093484 A JP27093484 A JP 27093484A JP 27093484 A JP27093484 A JP 27093484A JP S61148040 A JPS61148040 A JP S61148040A
Authority
JP
Japan
Prior art keywords
water
sheet
small
embankment
stored
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.)
Pending
Application number
JP27093484A
Other languages
Japanese (ja)
Inventor
石崎 勝義
藤井 金作
酒井 卓美
一色 正知
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Kasei Vinyl Co
Taiyo Kogyo Co Ltd
Original Assignee
Mitsubishi Kasei Vinyl Co
Taiyo Kogyo Co Ltd
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 by Mitsubishi Kasei Vinyl Co, Taiyo Kogyo Co Ltd filed Critical Mitsubishi Kasei Vinyl Co
Priority to JP27093484A priority Critical patent/JPS61148040A/en
Publication of JPS61148040A publication Critical patent/JPS61148040A/en
Pending legal-status Critical Current

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  • Revetment (AREA)
  • Laminated Bodies (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、河川、湖沼等において堤体又は護岸工事を行
う際に使用される遮水シートに係り、更に詳しくは、河
川、湖沼等の高水位時に降雨等により堤体内等に浸透し
貯留された水を、低水位時に排水可能な一方向にのみ透
水する透水弁を備えた遮水シートに関するものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a water-blocking sheet used when constructing embankments or revetments in rivers, lakes, etc. The present invention relates to a water-shielding sheet equipped with a water-permeable valve that allows water that permeates and is stored in a dam body due to rain or the like at high water levels to be drained in one direction only, allowing water to be drained at low water levels.

(従来の技術) 従来、河川の堤防、湖沼等の漏水防止の目的をもつ堤な
どの堤体には、遮水シートを埋設する方法が採用されて
いる。このように従来の遮水シートを埋設した堤体は、
河川や湖沼等の水位が高い場合には、遮水シートによっ
て水が堤体に浸透するのを防ぐことができて好都合であ
る。
(Prior Art) Conventionally, a method has been adopted in which a water-blocking sheet is buried in the bodies of river embankments, lakes, and other embankments whose purpose is to prevent water leakage. In this way, an embankment body with a conventional seepage-shielding sheet buried,
When the water level of a river, lake, or marsh is high, the impermeable sheet is convenient because it can prevent water from penetrating into the embankment.

(発明が解決しようとする問題点) しかしながら、上記の従来の遮水シートを埋設した堤体
内には、降雨等により浸透した水が貯留されることがあ
り、河川や湖沼の水位が低下しているにもかかわらず、
堤体内に浸透し貯留された水の水位が高いまま低下しな
いことがある。それ故従来は、このように河川や湖沼の
水位より堤体内の貯留水の水位が高い場合には、貯留水
が遮水シートを押圧して堤体を弱め、場合によっては遮
水シート上に敷設されたコンクリートブロックを破壊し
てし壕うなどの不都合を起こすことすらある、という問
題があった。
(Problems to be Solved by the Invention) However, water that has permeated due to rainfall, etc. may be stored in the embankment body in which the above-mentioned conventional water-blocking sheet is buried, causing the water level of rivers and lakes to drop. Despite the fact that
The water level of water that has permeated into the embankment and is stored may remain high and not fall. Therefore, conventionally, when the water level of the water stored inside the embankment is higher than the water level of a river or lake, the stored water presses against the water-shielding sheet, weakening the water-shielding sheet and, in some cases, causing water to leak onto the water-shielding sheet. There was a problem in that the concrete blocks that had been laid could be destroyed, causing inconveniences such as trenches.

(問題点を解決するだめの手段) 本発明者らは、上記の従来の問題を解決し得る遮水シー
トを提供すべく鋭意検討した結果、遮水シートに特殊な
構造の透水弁を設けることによって上記の従来の問題を
解決し得ることを初めて見出し、本発明に到達したもの
である。
(Means for Solving the Problems) As a result of intensive study by the present inventors to provide a water-blocking sheet that can solve the above-mentioned conventional problems, the inventors have found that the water-blocking sheet is provided with a water-permeable valve of a special structure. The present invention was achieved by discovering for the first time that the above-mentioned conventional problems can be solved by using the method described above.

すなわち、本発明は、河川や湖沼の水位が高いときは、
水を堤体内に浸透させず、他方堤体内に貯留された水の
水位が河川や湖沼の水位より高いときは、貯留された水
を用表側や湖沼側に透水させることができる遮水シート
を提供することを目的とするものでおって、本発明の要
旨とするところは、可撓性合成樹脂シートよりなる遮水
シートに、間隔をおいて複数の小穴をあけ、各小穴には
、これら小穴の面積より大きい面積の可撓性合成樹脂製
小型シートを、遮水7−トの一方の面から重ね、小型シ
ートの外周であって遮水シートと重なシ合った部分を、
非接着部を残して接着して、一方向にのみ透水する透水
弁を形成してなることを特徴とする一方向透水弁付き遮
水シートにある。
That is, in the present invention, when the water level of a river or lake is high,
A water-blocking sheet is installed that does not allow water to permeate into the embankment, but when the water level stored within the embankment is higher than the water level of a river or lake, it allows the stored water to permeate to the front side or lake side. The gist of the present invention is to make a plurality of small holes at intervals in a water-blocking sheet made of a flexible synthetic resin sheet. Layer a small sheet made of flexible synthetic resin with an area larger than the area of the small hole from one side of the water-shielding sheet, and place the outer periphery of the small sheet that overlaps with the water-shielding sheet,
A water-blocking sheet with a one-way water-permeable valve is characterized in that the sheet is bonded with a non-adhesive portion remaining to form a water-permeable valve that allows water to permeate only in one direction.

以下、本発明の詳細な説明する。The present invention will be explained in detail below.

本発明において、可撓性合成樹脂ノートとは、可撓性に
優れた合成樹脂製のシートをいう。合成樹脂としては、
ポリエチレン、ポリプロピレン、エチレン−酢酸ビニル
共重合体、ポリ塩化ビニル、塩化ビニル−酢酸ビニル共
重合体、ポリ塩化ビ巨すデン、ポリアミド類、ポリカー
ボネート、ポリエチレンテレフタレート、ポリブチレン
テレフタレート、ポリアセタール、ポリアクリル酸エス
テル、ポリメタクリル酸メチル、合成ゴム、天然ゴム等
が挙げられる。中でも、軟質配合ポリ塩化ビニル、エチ
レン−酢酸ビニル共重合体、合成ゴム等が好適である。
In the present invention, a flexible synthetic resin notebook refers to a sheet made of synthetic resin with excellent flexibility. As a synthetic resin,
Polyethylene, polypropylene, ethylene-vinyl acetate copolymer, polyvinyl chloride, vinyl chloride-vinyl acetate copolymer, polyvinyl chloride, polyamides, polycarbonate, polyethylene terephthalate, polybutylene terephthalate, polyacetal, polyacrylic ester , polymethyl methacrylate, synthetic rubber, natural rubber, etc. Among these, soft blended polyvinyl chloride, ethylene-vinyl acetate copolymer, synthetic rubber, etc. are suitable.

シートは、上記合成樹脂材料から、押出成形法、カレン
ダー成形法等の公知の方法で製造したものであってもよ
い。合成樹脂材料には、シート化前に、必要に応じ、着
色剤、安定剤、充填剤、防カビ剤、防藻剤、忌鼠剤等を
配合してもよい。
The sheet may be manufactured from the above synthetic resin material by a known method such as an extrusion molding method or a calendar molding method. If necessary, a coloring agent, a stabilizer, a filler, a fungicide, an algaecide, a rodent repellent, etc. may be added to the synthetic resin material before it is formed into a sheet.

また、7−トの強度を向上させるために、7−トに糸、
網、布等の補強材を埋設してもよい。
In addition, in order to improve the strength of the 7-toe, thread is added to the 7-toe.
A reinforcing material such as a net or cloth may be buried.

シートは広幅、長尺のものがよく、幅が狭い場合は、幅
方向につぎ合せて拡幅したものでもよい。シートの厚さ
は、使用目的、合成樹脂材料の種類、補強材の有無等に
よシ異なるが、1〜10111の範囲で選ぶことができ
る。
The sheet should preferably be wide and long; if the sheet is narrow, it may be spliced in the width direction to widen the sheet. The thickness of the sheet varies depending on the purpose of use, the type of synthetic resin material, the presence or absence of reinforcing material, etc., and can be selected within the range of 1 to 10111.

本発明に係る遮水シートは、間隔をおいて複数個の一方
向にのみ透水する透水弁を備えている。
The water-blocking sheet according to the present invention includes a plurality of water-permeable valves that are spaced apart and allow water to permeate only in one direction.

遮水シートに一方向透水弁を形成するには、丸、多角形
等でよく、その大きさは長径1〜10mの範囲で選ぶこ
とができる。
In order to form a one-way water permeable valve on a water-shielding sheet, the shape may be round, polygonal, etc., and its size can be selected within the range of 1 to 10 m in length.

次に、各小穴には、これら小穴の面積より大きい面積の
可撓性合成樹脂製小型シートを、遮水シートの一方の面
から重ねる。小型シートの材質は、基体の遮水シートと
接着可能なものであれば、特に制限はない。小型シート
の厚さは、基体シートと同等でもよく、若干薄くてもよ
い。
Next, a small sheet made of flexible synthetic resin having an area larger than the area of the small holes is placed over each small hole from one side of the water-blocking sheet. The material of the small sheet is not particularly limited as long as it can be bonded to the water-shielding sheet of the base. The thickness of the small sheet may be the same as that of the base sheet, or may be slightly thinner.

続いて、小型シートの外周であって遮水シートと重なり
合った部分を、非接着部を残して接着する。接着は熱接
着によるのが簡単でよいが、接着剤を用いて接着しても
よい。非接着部は、例えば小穴が円形の場合は、接着部
を小穴の外周に沿って点状に形成し点状の非接着部を残
すとか、小穴が四角形の場合は、四角形の三辺に沿って
接着し一辺を非接着部として残すとか、などの方法によ
って形成することができる。
Subsequently, the outer periphery of the small sheet and the portion that overlaps with the water-blocking sheet is bonded, leaving a non-bonded portion. Adhesion can be easily done by thermal adhesion, but it is also possible to use an adhesive for adhesion. For example, if the small hole is circular, the non-adhesive part is formed in dots along the outer periphery of the small hole, leaving a dotted non-adhesive part, or if the small hole is square, the non-adhesive part is formed along the three sides of the rectangle. It can be formed by a method such as adhesively bonding and leaving one side as a non-bonded part.

なお、遮水シートに設ける小穴の間隔は、堤体の上方に
位置する部分側は粗に、堤体の下方に位置する部分側は
密にするのがよい。また、小穴にかぶせて接着する小型
シートは、堤体の上方に位置する小穴にかぶせるものは
厚さを薄くシ、堤体の下方に位置する小穴にかぶせるも
のはこれより厚くするのが好ましい。
It is preferable that the intervals between the small holes provided in the water-blocking sheet be coarse in the part located above the embankment body, and closer in interval in the part located below the embankment body. Furthermore, it is preferable that the small sheet to be glued over the small hole should be thinner if it is placed over the hole located above the embankment body, and thicker if it is to be covered over the small hole located below the embankment body.

(実施例) 次に、本発明を図面と共に更に具体的に説明するが、本
発明はその要旨を超えない限り以下の−例の正面図、第
2図は第1図の■部分(一方向透水弁)の拡大図、第3
図は第2図の■−11[線矢視断面図で、(イ)は一方
向透水弁が矢印Aの方向から押圧されて閉鎖される状態
、(ロ)は堤体に貯留した水が矢印Bの方向からの押圧
で開放されて流出する状態をそれぞれ示す。第4図は他
の一方向透水弁の例であって第2図に対応する図、第5
図は第4図のV−V線矢視断面図で、第5図(イ)は第
3図(イ)に、°第5図(ロ)は第3図(ロ)にそれぞ
れ対応する。第6図は本発明に係る遮水シートを使って
構築した堤体の一例の縦断面図、第7図は第6図の1部
分の拡大図である。
(Example) Next, the present invention will be explained in more detail with reference to the drawings, but unless it exceeds the gist of the present invention, the front view of the example shown below, and FIG. Enlarged view of water permeability valve), No. 3
The figure is a cross-sectional view taken along the line ■-11 in Figure 2. (a) shows the state in which the one-way water permeability valve is closed by being pressed from the direction of arrow A, and (b) shows the state in which the water stored in the embankment body is closed. The state in which it is opened by pressure from the direction of arrow B and flows out is shown. Figure 4 is an example of another one-way permeable valve, and corresponds to Figure 2, and Figure 5
The figure is a sectional view taken along the line V-V in FIG. 4, and FIG. 5(a) corresponds to FIG. 3(a), and FIG. 5(b) corresponds to FIG. 3(b), respectively. FIG. 6 is a longitudinal sectional view of an example of an embankment body constructed using the water-blocking sheet according to the present invention, and FIG. 7 is an enlarged view of a portion of FIG. 6.

図において、1+11+21はそれぞれ遮水シート、2
.22はそれぞれ一方向透水弁、3+13+23はそれ
ぞれ小穴、4114124はそれぞれ小型シート、5!
15はそれぞれ接着部分、6は非接着部分、7゜17は
それぞれ貯留された水の通路、18は中間シート、20
は堤体、25+26はそれぞれ裏込材、27は吸出防止
剤、28はコンクリ−ドブo7り、29は鋼矢板を示す
In the figure, 1+11+21 are water-shielding sheets, 2
.. 22 are one-way water permeable valves, 3+13+23 are small holes, 4114124 are small seats, 5!
15 is a bonded part, 6 is a non-bonded part, 7. 17 is a passage for stored water, 18 is an intermediate sheet, 20
25 and 26 are backfilling materials, 27 is a suction prevention agent, 28 is a concrete slab, and 29 is a steel sheet pile.

第1図〜第5“図には、遮水シートにあけた小穴3,1
3の形状は、四角形とした例を示した。
Figures 1 to 5 show small holes 3 and 1 made in the water-blocking sheet.
3 shows an example in which the shape is rectangular.

この小穴に重ねる小型シート4ν14の形状は、これら
小穴の面積より大きい面積の長方形の形状としている。
The shape of the small sheet 4v14 overlaid on the small holes is a rectangular shape with an area larger than the area of these small holes.

第2図および第3図に示した例では、小型シート4は一
枚とし、第4図および第5図に示した例では、遮水シー
ト11と小型シート14との間に、小穴13と同じ大き
さの穴をあけ小型シート14と同じ面積の中間シート1
8を介在させて接着したものである。
In the example shown in FIGS. 2 and 3, the small sheet 4 is one piece, and in the example shown in FIGS. Holes of the same size are made and the intermediate sheet 1 has the same area as the small sheet 14.
8 is interposed and adhered.

(作用) このような小穴3ツ13.23と小型シー) 4+14
+24とのそれぞれの組み合せ、即ち3と4.13と1
4.23と24の各組み合せによって形成されるそれぞ
れの一方向透水弁は、第6図および第7図にその一使用
状態を示したように、小型シート24を接着した面を、
河川または湖沼側に位置させる。このようにすると、河
川または湖沼の水位が高いときは、第3図および第5図
それぞれの(イ)に示すように、一方向透水弁が矢印A
の方向から押圧されて、小型シート4+14の非接着部
分は遮水ノート1,11側に付着し、貯留された水の通
路7117を閉鎖する。従って、河川または湖沼の水が
、堤体に浸透するのを防ぐことができる。
(Function) 3 small holes like this 13.23 and a small sea) 4+14
The respective combinations with +24, i.e. 3 and 4.13 and 1
4. Each one-way water permeable valve formed by each combination of 23 and 24 has the surface to which the small sheet 24 is bonded, as shown in FIGS. 6 and 7 in one state of use.
Located on the river or lake side. In this way, when the water level of a river or lake is high, the one-way water permeability valve will move to the arrow A as shown in (a) in Figures 3 and 5.
The non-adhesive portions of the small sheets 4+14 adhere to the water-blocking notebooks 1 and 11, thereby closing the passage 7117 of the stored water. Therefore, water from rivers or lakes can be prevented from penetrating into the embankment body.

他方、河川または湖沼の水位が低下し、降雨等によシ堤
体内に浸透し貯留された水の水位が高いときは、第3図
及び第5図それぞれの(ロ)に示すように、一方向透水
弁が矢印Bの方向から押圧されて、小型シー)4.14
の非接着部分は遮水ノートl+11から離されて、貯留
された水の通路7,17は開放され、貯留された水は水
位おくと、河川または湖沼の水位と堤体内に浸透し貯留
された水の水位との位置関係により、堤体内に貯留され
た水を好ましく適切に排出することができる。
On the other hand, when the water level of a river or lake decreases and the water level that has permeated into the embankment due to rainfall, etc. and is stored is high, as shown in (b) of Figures 3 and 5, 4.14 When the directional water permeability valve is pressed from the direction of arrow B, the small sea
The non-adhesive part of is separated from the waterproof notebook L+11, the passages 7 and 17 of the stored water are opened, and when the water level is lowered, the stored water permeates into the water level of the river or lake and into the embankment body and is stored. Depending on the positional relationship with the water level, the water stored within the embankment can be preferably and appropriately discharged.

(発明の効果) 本発明は、次のような特別に顕著な効果を奏し、その産
業上の利用価値は極めて犬である。
(Effects of the Invention) The present invention has the following particularly remarkable effects, and its industrial utility value is extremely high.

(1)本発明に係る遮水シートは、水を一方向にのみ通
過させる一方向透水弁が形成されているので、これを用
いて構築した堤体は、堤体への浸水を防ぎ、しかも堤体
内に浸透して貯留された水は容易かつ好ましく適切に排
出される、という顕著な効果を奏することができる。従
って、堤体の軟弱化は起こりにくく、更にはコンクリー
トブロックの破壊等も生起しに〈<、堤体の安全性およ
び耐久性等を高めることができる。
(1) Since the water-blocking sheet according to the present invention is formed with a one-way permeable valve that allows water to pass in only one direction, an embankment body constructed using the same can prevent water from entering the embankment body, and A remarkable effect can be achieved in that the water that has permeated into the embankment body and is stored therein can be easily and desirably and appropriately discharged. Therefore, the embankment body is less likely to become weakened, and the concrete blocks are also prevented from breaking, thereby increasing the safety and durability of the embankment body.

(2)本発明に係る遮水シートは、可撓性熱可塑性合成
樹脂より構成されているので、地盤の形状や堤体の形状
へ適応させ易く、施工が容易である。まだ、地盤沈下が
起こっても、遮水シートは適応性に優れ、破損しにくい
(2) Since the water-blocking sheet according to the present invention is made of flexible thermoplastic synthetic resin, it can be easily adapted to the shape of the ground and the shape of the embankment, and is easy to construct. However, even if land subsidence occurs, water-shielding sheets have excellent adaptability and are not easily damaged.

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

拡大図、第3図は、第2図のIII−It線矢視断面図
で、(イ)は一方向透水弁が矢印Aの方向から押圧され
て閉鎖される状態、(ロ)は堤体に貯留した例であって
第2図に対応する図、第5図は、第4図のV−V線矢視
断面図で、第5図(イ)は第3図(イ)に、第5図(ロ
)は第3図(ロ)にそれぞれ対応する。第6図は、本発
明に係る遮水シートを使って構築した堤体の一例の縦断
面図、第7図は、第6図の■部分の拡大図を示す。 図において、1111121はそれぞれ遮水シート、2
ν22はそれぞれ一方向透水弁、3+13+23はそれ
ぞれ小穴、4,14,24はそれぞれ小型シート、5,
15はそれぞれ接着部分、6は非接着部分、7,17は
それぞれ貯留された水の通路、20は堤体、25+26
はそれぞれ裏込材、27は吸出防止剤、28はコンクリ
ートプロ。 り、29は鋼矢板を示す。
The enlarged view and FIG. 3 are cross-sectional views taken along the line III-It in FIG. FIG. 5 is a sectional view taken along the line V-V in FIG. 4, and FIG. Figure 5 (b) corresponds to Figure 3 (b), respectively. FIG. 6 is a longitudinal cross-sectional view of an example of an embankment body constructed using the water-shielding sheet according to the present invention, and FIG. 7 is an enlarged view of the section ■ in FIG. 6. In the figure, 1111121 is a water-blocking sheet, 2
ν22 are one-way water permeable valves, 3+13+23 are small holes, 4, 14, and 24 are small seats, 5,
15 is a bonded part, 6 is a non-bonded part, 7 and 17 are channels for stored water, 20 is an embankment body, 25+26
27 is a backfilling material, 27 is an anti-wicking agent, and 28 is a concrete pro. 29 indicates a steel sheet pile.

Claims (1)

【特許請求の範囲】[Claims] (1)可撓性合成樹脂シートよりなる遮水シートに、間
隔をおいて複数の小穴をあけ、各小穴には、これら小穴
の面積より大きい面積の可撓性合成樹脂小型シートを、
遮水シートの一方の面から重ね、小型シートの外周であ
って遮水シートと重なり合った部分を、非接着部を残し
て接着して、一方向にのみ透水する透水弁を形成してな
ることを特徴とする一方向透水弁付き遮水シート。
(1) A plurality of small holes are made at intervals in a water-blocking sheet made of a flexible synthetic resin sheet, and each small hole is filled with a small flexible synthetic resin sheet with an area larger than the area of these small holes.
Overlapping the water-shielding sheet from one side and gluing the outer periphery of the small sheet that overlaps with the water-shielding sheet, leaving a non-adhesive part to form a water-permeable valve that allows water to permeate in only one direction. A water-blocking sheet with a one-way water-permeable valve.
JP27093484A 1984-12-24 1984-12-24 Cut-off sheet with one-way water-penetrating valve Pending JPS61148040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27093484A JPS61148040A (en) 1984-12-24 1984-12-24 Cut-off sheet with one-way water-penetrating valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27093484A JPS61148040A (en) 1984-12-24 1984-12-24 Cut-off sheet with one-way water-penetrating valve

Publications (1)

Publication Number Publication Date
JPS61148040A true JPS61148040A (en) 1986-07-05

Family

ID=17493033

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27093484A Pending JPS61148040A (en) 1984-12-24 1984-12-24 Cut-off sheet with one-way water-penetrating valve

Country Status (1)

Country Link
JP (1) JPS61148040A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH026727U (en) * 1988-06-25 1990-01-17
JPH03125711A (en) * 1989-10-11 1991-05-29 Masatoshi Tanaka Drainage device of civil engineering water impermeable sheet
JP2009108547A (en) * 2007-10-29 2009-05-21 National Agriculture & Food Research Organization Backflow preventing and draining structure of water supply construction
JP2011111719A (en) * 2009-11-24 2011-06-09 Ube Industries Ltd Weed-proof structure and method for constructing the same
JP2013011092A (en) * 2011-06-29 2013-01-17 Hayakawa Rubber Co Ltd Joint repair member

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH026727U (en) * 1988-06-25 1990-01-17
JPH03125711A (en) * 1989-10-11 1991-05-29 Masatoshi Tanaka Drainage device of civil engineering water impermeable sheet
JP2009108547A (en) * 2007-10-29 2009-05-21 National Agriculture & Food Research Organization Backflow preventing and draining structure of water supply construction
JP2011111719A (en) * 2009-11-24 2011-06-09 Ube Industries Ltd Weed-proof structure and method for constructing the same
JP2013011092A (en) * 2011-06-29 2013-01-17 Hayakawa Rubber Co Ltd Joint repair member

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