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JP3295702B2 - Water barrier and industrial waste disposal system for industrial waste disposal site - Google Patents
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JP3295702B2 - Water barrier and industrial waste disposal system for industrial waste disposal site - Google Patents

Water barrier and industrial waste disposal system for industrial waste disposal site

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Publication number
JP3295702B2
JP3295702B2 JP06778598A JP6778598A JP3295702B2 JP 3295702 B2 JP3295702 B2 JP 3295702B2 JP 06778598 A JP06778598 A JP 06778598A JP 6778598 A JP6778598 A JP 6778598A JP 3295702 B2 JP3295702 B2 JP 3295702B2
Authority
JP
Japan
Prior art keywords
water
industrial waste
plate
cushioning material
sheet
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 - Fee Related
Application number
JP06778598A
Other languages
Japanese (ja)
Other versions
JPH11244808A (en
Inventor
勝治 石井
啓之 天筒
佳招 龍田
信夫 進藤
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.)
Totaku Industries Inc
Original Assignee
Totaku Industries Inc
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 Totaku Industries Inc filed Critical Totaku Industries Inc
Priority to JP06778598A priority Critical patent/JP3295702B2/en
Publication of JPH11244808A publication Critical patent/JPH11244808A/en
Application granted granted Critical
Publication of JP3295702B2 publication Critical patent/JP3295702B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、産廃物を廃棄処分
するために形成された廃棄物投棄凹所の地表面に敷設し
て使用する遮水壁と、廃棄処分場内に発生する汚水等が
地中に漏水し、浸透して公害を発生することのない底壁
構造を備えた産廃物廃棄処分場システムに関する。
BACKGROUND OF THE INVENTION The present invention relates to a water impervious wall laid on the ground surface of a waste dumping recess formed to dispose of industrial waste, and a wastewater generated in the disposal site. The present invention relates to an industrial waste disposal site system having a bottom wall structure that does not leak and penetrate into the ground and generate no pollution.

【0002】[0002]

【従来の技術】産廃物廃棄処分場では、投棄した産廃物
から直接流出したり、雨水等によって流出した有毒物質
や有毒汚水が地中に浸透して環境汚染を引き起こすこと
がないようにするため、処分場の地表面全体に漏水防止
用の遮水シートを非漏水状態に繋ぎ合わせて敷き詰める
ことによって一連の漏水防止壁を形成している。
2. Description of the Related Art In an industrial waste disposal site, in order to prevent toxic substances and toxic sewage from directly flowing out of dumped industrial waste and rainwater or the like from penetrating into the ground and causing environmental pollution. In addition, a series of water leakage prevention walls are formed by connecting and laying a water-impervious sheet for preventing water leakage over the entire ground surface of the disposal site in a non-leak state.

【0003】この漏水防止壁を形成する遮水シートは、
通常ゴムを主材として形成された5mm厚前後のシート
材が用いられ、これを上下に2枚重ねとし、その間に1
0mm程度のフェルト素材をクッション材として介在さ
せるか、やはり10mm程度の板状の排水材をスペーサ
として介在させていた。このクッション材やスペーサの
機能は、上側シートが投棄された廃棄物の鋭利な部分や
廃棄物が破壊して鋭利になった部分が突き刺さったり、
その上に更なる荷重が加えられてシートの損傷部分が大
きくなったりして破損された場合、更にその鋭利部分が
上部の投棄荷重によって下側シートにまで達して破損さ
せることのないないように十分な間隔を設けておく必要
性があるためであり、シート材を下側にも設けて三層構
造としてあるのは、上側シートが破損された場合に上側
シートから漏れ出す有毒汚水を下側シートによって確実
に受け止めて回収し、後処理することができるようにす
るためである。
[0003] The impermeable sheet forming the water leakage prevention wall is
Usually, a sheet material having a thickness of about 5 mm formed mainly of rubber is used.
A felt material of about 0 mm is interposed as a cushion material, or a plate-like drainage material of about 10 mm is also interposed as a spacer. The function of this cushioning material and spacer is that the sharp part of the waste where the upper sheet was dumped or the sharpened part where the waste was destroyed pierced,
If a further load is applied on top of it and the damaged portion of the sheet becomes large or is damaged, make sure that the sharp portion does not reach the lower sheet and be damaged by the upper dumping load. This is because there is a need to provide a sufficient space, and the sheet material is also provided on the lower side to form a three-layer structure because when the upper sheet is damaged, toxic wastewater leaking from the upper sheet is This is because the sheet can be reliably received and collected by the sheet and post-processed.

【0004】[0004]

【発明が解決しようとする課題】而して、中間スペーサ
材として前者のフェルト素材を使用した施工の場合は、
投棄廃棄物の大きな荷重を時間をかけて受けるため、フ
ェルトが圧縮されて板状に密着し偏平化し十分なスペー
スを保持させておくことができず、漏水の通過空間が塞
がれてしまい、ひいては、上側シートの破損時に、この
フェルト層を通過して下側シートも同時に破損される場
合が生じ、廃棄処分場の十分な保護ができないという課
題を有していた。また、後者の板状排水材は圧縮強度が
弱く、フエルト素材の場合と同様に圧縮されて偏平化し
てしまう危険性があり、かつ、幅が狭く長さが短いもの
であるため全面に敷き詰める施工に多大な手間を要する
ものであったので、施工コストが嵩み、施工費が著しく
高くなるという解決すべき課題を有していた。
However, in the case of using the former felt material as the intermediate spacer material,
Since the heavy load of dumped waste is received over time, the felt is compressed and adheres to the shape of a plate, flattening and not keeping enough space, and the space through which water leaks is closed, Eventually, when the upper sheet is damaged, the lower sheet passes through the felt layer and the lower sheet may be damaged at the same time, and there is a problem in that the disposal site cannot be sufficiently protected. In addition, the latter plate-shaped drainage material has low compressive strength, and there is a danger that it will be compressed and flattened as in the case of felt material, and because it is narrow and short, it will be spread over the entire surface Therefore, there is a problem to be solved that the construction cost is increased and the construction cost is significantly increased.

【0005】そこで、本発明は、上記した従来から使用
されている産廃物廃棄処分場の遮水壁が有しているこれ
らの課題を解決することを目的とし、廃棄物から受ける
衝撃や重圧を緩衝する性質を有し、十分な圧縮強度を備
え、大きな荷重を受けても偏平化することなく原形を維
持し、敷設施工が容易に迅速にできる遮水壁と、このよ
うな耐圧性を備えた産廃物廃棄処分場システムとを提供
しようとするものである。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to solve the above-mentioned problems of the water-impervious wall of a conventionally used industrial waste disposal site, and to reduce the impact and pressure received from the waste. It has a buffering property, has sufficient compressive strength, maintains its original shape without flattening even under a large load, and has such a pressure-resistant wall that can be laid quickly and easily. And an industrial waste disposal site system.

【0006】[0006]

【課題を解決するための手段】該目的を達成するために
講じた、本発明の産廃物廃棄処分場用の遮水壁の構成
は、所定幅に形成した合成樹脂製テープ素材を側面視に
おいて波形に形成した多数の波形テープ1a…を相互に
所定の間隔を保たせて平行に配列させた緩衝層1の表裏
両面に多数の水透過孔を形成するネット層2,2が貼着
形成され、長手方向に巻回可能な可撓性を有せしめてあ
る板状緩衝材11と、この下面側に配設された下部遮水
シート12と、前記板状緩衝材11の上面側に配設され
た上部遮水シート13とによって三層構造に形成されて
いる構成としたものである。
In order to achieve the above-mentioned object, the structure of the impermeable wall for the industrial waste disposal site of the present invention, which is taken in view of a synthetic resin tape material formed to a predetermined width, is viewed from the side. A plurality of corrugated tapes 1a formed in a corrugated manner are arranged in parallel at predetermined intervals from each other. Net layers 2 and 2 forming a large number of water permeable holes are attached to both front and back surfaces of the buffer layer 1. A plate-like cushioning material 11 having flexibility that can be wound in the longitudinal direction, a lower water-impervious sheet 12 provided on the lower surface side, and a top surface side of the plate-like cushioning material 11 The upper water-impervious sheet 13 thus formed has a three-layer structure.

【0007】また、産廃物廃棄処分場システムの構成
は、産廃物廃棄処分用凹所Aの地表面15の全面にわた
って非漏水状態に下部遮水シート12が敷設され、か
つ、該下部遮水シート12によって地表面から隔離され
た状態で、同シート12の上面側に周方向に沿って固定
枠14が形成され、該下部遮水シート12における少な
くとも傾斜面の上面側部分と固定枠14の上面側との全
面にわたって、所定幅に形成した合成樹脂製テープ素材
を側面視において波形に形成した多数の波形テープ1a
…を相互に所定の間隔を保たせて平行に配列させた緩衝
層1の表裏両面に多数の水透過孔を形成するネット層
2,2が貼着形成されている板状緩衝材11が敷設さ
れ、更に、該板状緩衝材11を介在状態として前記下部
遮水シート12の全表面上に、非漏水状態に上部遮水シ
ート13が敷設されている構成としたものである。
[0007] The configuration of the industrial waste disposal site system is such that the lower water-impervious sheet 12 is laid in a non-leak state over the entire surface 15 of the recess A for industrial waste disposal. A fixed frame 14 is formed along the circumferential direction on the upper surface side of the sheet 12 in a state of being separated from the ground surface by 12, and at least an upper surface side portion of the inclined surface of the lower impermeable sheet 12 and an upper surface of the fixed frame 14. A large number of corrugated tapes 1a in which a synthetic resin tape material formed in a predetermined width is formed in a corrugated shape in a side view over the entire surface with the side.
Are arranged in parallel at predetermined intervals from each other, and a plate-like cushioning material 11 on which net layers 2 and 2 forming a large number of water permeable holes are adhered and formed on both front and back surfaces of the buffer layer 1 is laid. Further, the upper water-impervious sheet 13 is laid in a non-leakage state on the entire surface of the lower water-impervious sheet 12 with the plate-like cushioning material 11 interposed therebetween.

【0008】[0008]

【発明の実施の形態】上記のような構成とした遮水壁を
実施するに当たっては、中間層を形成する板状緩衝材1
1を、圧縮強度が50tf/m2の荷重を与えた時に変
形率が10%以下の耐圧強度を備え、幅600〜300
0mm、長さ20〜100mの範囲に形成してあるもの
として実施することができる。この内でも、例えば、幅
1800〜2400mm、長さ40〜60mの範囲のも
のとしておくと、あまり嵩張らず梱包・運送に適した大
きさとすることができ、取り扱いが容易にでき、敷設施
工を容易に能率よく行うことができる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In implementing a water impermeable wall configured as described above, a plate-like cushioning material 1 for forming an intermediate layer is used.
No. 1 has a compressive strength of 10% or less when a load of 50 tf / m 2 in compressive strength is applied, and has a width of 600 to 300
It can be implemented as being formed in a range of 0 mm and a length of 20 to 100 m. Among them, for example, if the width is in the range of 1800 to 2400 mm and the length is 40 to 60 m, it is possible to make the size not too bulky and suitable for packing and transportation, easy to handle, and easy to lay. Can be performed efficiently.

【0009】また、該緩衝材11を形成する素材である
波形テープ1は、ポリエチレン,ポリプロピレン等のポ
リオレフィン系熱可塑性合成樹脂の単体、または複合溶
融物を素材として帯状に押出し成形する。板状緩衝材1
1を廃棄処分場に敷設した場合、廃棄物の重圧に対して
圧潰を防ぐためには、波形テープ1のテープ厚に対する
テープの幅、波のピッチが釣り合っていることが必要
で、テープ厚を薄くした場合、或いはテープの波のピッ
チを大きくすれば耐圧潰強度が低下する。テープ厚を大
きくすればコストが上昇するだけでなく緩衝材としての
作用が低下し、上部遮水シート13が破損され易くなる
と共に、完成した板状緩衝材11の巻取が困難となるの
で、その寸法の目安は、テープ厚が0.5〜1.5mm、
幅が5〜20mm、波のピッチは5〜20mm、波の高
さは10mm程度が適当である。
The corrugated tape 1, which is a material forming the cushioning material 11, is formed by extruding a single or composite melt of a polyolefin-based thermoplastic synthetic resin such as polyethylene or polypropylene into a belt shape. Plate-shaped cushioning material 1
When laying 1 at the disposal site, it is necessary that the tape width and the wave pitch with respect to the tape thickness of the corrugated tape 1 be balanced in order to prevent the crushing of the waste under the pressure of the waste. In this case, or when the pitch of the tape wave is increased, the pressure crushing strength is reduced. Increasing the tape thickness not only increases the cost, but also lowers the function as a cushioning material, so that the upper water-impervious sheet 13 is easily damaged, and it becomes difficult to wind up the completed plate-like cushioning material 11. As a guide of the dimensions, the tape thickness is 0.5 to 1.5 mm,
It is appropriate that the width is 5 to 20 mm, the pitch of the waves is 5 to 20 mm, and the height of the waves is about 10 mm.

【0010】この両面に貼着するネット2は、素材は通
常の網として使用できるものであれば特に限定されるも
のではないが、製造が容易で、板状緩衝材11の製造工
程で波形テープ1aとの融着性を勘案すると、ポリエチ
レン,ポリプロピレン,ポリアミド等の延伸処理を施し
た抗張力を有する熱可塑性合成樹脂の単体、または複合
溶融物を素材としたものが好ましい。ネット2のメッシ
ュは、大きすぎると波形テープ1aが形成する漏水排水
路が土砂で埋まって排水能力を低下させる虞れを生じる
ので、土砂によって目詰まりすることが無く、かつ、ス
ペース内への土砂の侵入を防ぐ程度の大きさのものであ
ればよい。ネット2の構造、製法についても特に限定し
ないが、前記延伸処理した膜状素材を繊維状または2,
3mm幅に裁断形成した細いテープ状物を縦横に配列す
るか、織り物状に形成することによって容易に得られ
る。
The net 2 to be adhered to both sides is not particularly limited as long as the material can be used as a normal net, but it is easy to manufacture, and the corrugated tape is used in the manufacturing process of the plate-like cushioning material 11. In consideration of the fusion property with 1a, it is preferable to use a single or composite melt of a stretched thermoplastic synthetic resin such as polyethylene, polypropylene, or polyamide having a tensile strength. If the mesh of the net 2 is too large, the water leakage drainage channel formed by the corrugated tape 1a may be buried with earth and sand, which may reduce the drainage capacity. Any size can be used as long as it is large enough to prevent the intrusion of the air. The structure and production method of the net 2 are not particularly limited, either.
It can be easily obtained by arranging thin tapes cut and formed into a width of 3 mm vertically and horizontally or forming them in a woven shape.

【0011】板状緩衝材11の製造にあっては、所定の
間隔を隔てて、例えば波形テープ1aの幅の半幅乃至ほ
ぼ同程度の間隔を隔てて配列した多数本の波形テープ1
a…の上下面に重なるようにネット2,2を波形テープ
1aと共に加熱融着装置に連続的に供給し、波形テープ
1aの上下面にネット2,2を融着させることによって
板状緩衝材11を得ることができる。得られた板状緩衝
材11は、長手方向と直交状態に巻かれて梱包される。
In the manufacture of the plate-like cushioning material 11, a large number of corrugated tapes 1 are arranged at predetermined intervals, for example, at half the width of the corrugated tape 1a or at approximately the same interval.
a. The nets 2 and 2 are continuously supplied to the heating and fusing device together with the corrugated tape 1a so as to overlap the upper and lower surfaces of the corrugated tape 1a, and the nets 2 and 2 are fused to the upper and lower surfaces of the corrugated tape 1a. 11 can be obtained. The obtained plate-like cushioning material 11 is wound and packed in a state orthogonal to the longitudinal direction.

【0012】[0012]

【実施例】図1は本発明の遮水壁の構造を示す斜視図、
図2は遮水壁の板状緩衝材の構造を示す分解斜視図、図
3は図2の板状緩衝材の平面図、図4は図3に対する正
面方向の断面図、図5は同じく図3に対する側面方向の
断面図、図6及び図7は本発明の産廃物廃棄処分場の構
造を説明するための断面図である。
FIG. 1 is a perspective view showing the structure of a water impervious wall according to the present invention.
2 is an exploded perspective view showing the structure of the plate-like cushioning material of the impermeable wall, FIG. 3 is a plan view of the plate-like cushioning material of FIG. 2, FIG. 4 is a front sectional view of FIG. 3, and FIG. 6 and 7 are cross-sectional views for explaining the structure of the industrial waste disposal site of the present invention.

【0013】図1〜図5に示す第1実施例の板状緩衝材
11は、波形テープ1aはポリエチレン樹脂からなり、
厚さ約1mm、幅は約9mmのテープをピッチ約18m
m、上下面間の高さ10mmで、両面のネット2との貼
着面積を確保する目的でやや角張った波形に成型して得
られる。この波形テープ1aは約7mmの間隔を隔てて
多数本を平行に配列してある。ネット2は幅約1〜2m
mの延伸加工を施した0.1〜0.3mmのポリエチレ
ンフィルムを約15〜20メッシュとなるように平織り
したもので、これを前記配列された波形テープ1aの上
下の面にそれぞれ熱融着されている。
In the plate-like cushioning material 11 of the first embodiment shown in FIGS. 1 to 5, the corrugated tape 1a is made of polyethylene resin,
About 1mm thick and about 9mm wide tape about 18m pitch
m, a height between the upper and lower surfaces of 10 mm, and is obtained by molding into a slightly angular waveform for the purpose of securing a bonding area with the net 2 on both surfaces. Many corrugated tapes 1a are arranged in parallel at intervals of about 7 mm. Net 2 is about 1-2m wide
m is stretched to a thickness of 0.1 to 0.3 mm, and is woven in a plain weave so as to have a mesh of about 15 to 20 mesh. Have been.

【0014】製造方法は前記所定の間隔を隔てて平行し
て配列された多数本の波形テープ1aからなる緩衝層1
の上下面に重ねるようにして、二枚のネット2,2が前
記波形テープ1aと共に連続して加熱加圧融着装置に供
給され、当該緩衝層1の上下両面にネット2,2が熱融
着されて板状緩衝材11が完成する。これを50mなり
80mなりを一単位として切断し、コイル状に巻いて梱
包する。
The manufacturing method is such that the buffer layer 1 is composed of a large number of corrugated tapes 1a arranged in parallel at a predetermined interval.
The two nets 2 and 2 are continuously supplied to the heat and pressure fusing device together with the corrugated tape 1a so as to overlap the upper and lower surfaces of the buffer layer 1, and the nets 2 and 2 are thermally fused on both upper and lower surfaces of the buffer layer 1. Thus, the plate-like cushioning material 11 is completed. This is cut in units of 50 m or 80 m, and wound into a coil and packed.

【0015】この第1実施例にいうところの板状緩衝材
11を構成する波形テープ1aやネット2の材料や寸法
並びに配置間隔やメッシュの大きさは、1例であって、
実施の形態の項で説明したごとくある程度の幅で変形し
て実施することができることは言うまでもない。また、
図示は省略するが、横幅を600mmなり、900mm
の板状緩衝材11を製造し、これを2〜3枚並列させて
長手方向に沿った側面どうしを衝き合わせて、その衝き
合わせ部分の片面または両面上にインフレーションフィ
ルムを接着して1800mmなり2400mmなりの幅
広の板状緩衡材11としてもよい。
The materials and dimensions of the corrugated tape 1a and the net 2 constituting the plate-like cushioning material 11 referred to in the first embodiment, and the arrangement intervals and mesh sizes are merely examples.
It goes without saying that the present invention can be implemented with a certain degree of deformation as described in the embodiment section. Also,
Although illustration is omitted, the width becomes 600 mm and 900 mm
The plate-shaped cushioning material 11 is manufactured, two or three of them are arranged side by side, and the side surfaces along the longitudinal direction are abutted to each other, and an inflation film is adhered on one or both surfaces of the abutted portion to make 1800 mm to 2400 mm A wide plate-shaped buffer 11 may be used.

【0016】このようにして形成した板状緩衝材11を
ゴムを主材として形成した下部遮水シート12及び上部
遮水シート13の間に挟み込ませて遮水壁を形成する。
この遮水壁は、板状緩衝材11の構造を明示するため
に、図1では仮想線で表現されている。
The thus formed plate-like cushioning material 11 is sandwiched between a lower water-impervious sheet 12 and an upper water-impervious sheet 13 formed mainly of rubber to form a water-impervious wall.
This impermeable wall is represented by an imaginary line in FIG. 1 to clearly show the structure of the plate-shaped cushioning material 11.

【0017】図6及び図7に本発明の産廃物廃棄処分場
の断面構造を示す。廃棄処分場となる凹所Aの地表面1
5の適宜箇所の周方向に沿って固定枠14を設置するた
めの凹溝14aを複数段に適宜に前以って形成してお
く。このようにした凹所Aの凹溝14aの内面と地表面
15との全面にゴム製の下部遮水シート12を敷き詰め
て水密状に覆わす。次いで、この凹溝14aの部位を覆
わせた下部遮水シート12の上面に、コンクリートを打
設して固定枠14を形成する。このコンクリート製の固
定枠14は下部遮水シート12を地表面15上に安定さ
せる押さえとしての機能をも有する。このようにして廃
棄処分場となる凹所Aは、固定枠14も含めて地表面1
5から水密状態に隔離される。
FIGS. 6 and 7 show a sectional structure of a waste disposal site according to the present invention. Ground surface 1 of recess A that will be a disposal site
The groove 14a for installing the fixed frame 14 along the circumferential direction of the appropriate part 5 is formed in advance in a plurality of steps as appropriate. The lower water-impervious sheet 12 made of rubber is spread over the entire inner surface of the concave groove 14a of the concave portion A and the ground surface 15 in such a manner as to cover in a watertight manner. Next, concrete is cast on the upper surface of the lower water-impervious sheet 12 covering the portion of the concave groove 14a to form the fixed frame 14. The fixed frame 14 made of concrete also has a function as a press for stabilizing the lower water-impervious sheet 12 on the ground surface 15. The recess A, which becomes a disposal site in this way, includes the ground surface 1 including the fixed frame 14.
From 5 in a watertight manner.

【0018】次に、前記下部遮水シート12の上面に前
述した板状緩衝材11が敷き詰められる。該実施例で
は、最下底の底部17の上には粗い砂礫が敷き詰めら
れ、この底部17を除く傾斜面の全面に板状緩衝材11
が敷き詰められている。そして当該板状緩衝材11の上
面に、前記下部遮水シート12の全表面上を覆うように
してゴム製の上部遮水シート13が敷き詰められ、水密
状に形成される。この上部遮水シート13は、結合部材
16により前記コンクリート製の固定枠14に結合され
る。勿論、この結合部材16の頭部は水密処理される。
尚、この実施例では、廃棄処分場の底部17に、前記の
ように板状緩衝材11に代えて砂礫が使用されている状
態として示したが、この底部17にも前記板状緩衝材1
1を敷き詰めてもよいことは言うまでもない。
Next, the above-mentioned plate-like cushioning material 11 is spread over the upper surface of the lower water-impervious sheet 12. In this embodiment, coarse gravel is spread over the bottom 17 at the bottom, and the plate-like cushioning material 11 is provided over the entire slope except for the bottom 17.
Are spread all over. An upper waterproof sheet 13 made of rubber is spread over the upper surface of the plate-like cushioning material 11 so as to cover the entire surface of the lower waterproof sheet 12 and is formed in a watertight manner. The upper impermeable sheet 13 is joined to the concrete fixed frame 14 by a joining member 16. Of course, the head of the coupling member 16 is watertight.
In this embodiment, the bottom 17 of the disposal site is shown as being in a state in which gravel is used instead of the plate-like cushioning material 11 as described above.
Needless to say, one may be spread.

【0019】以上本発明の代表的と思われる実施例につ
いて説明したが、本発明は必ずしもこれらの実施例構造
のみに限定されるものではなく、本発明にいう前記の構
成要件を備え、本発明にいう目的を達成し、以下にいう
効果を有する範囲内において適宜改変して実施すること
ができるものである。
Although the embodiments which are considered to be representative of the present invention have been described above, the present invention is not necessarily limited to only the structures of the embodiments, and the present invention has the above-mentioned constitutional requirements of the present invention. The above-mentioned purpose can be achieved, and the present invention can be carried out with appropriate modification within a range having the following effects.

【0020】[0020]

【発明の効果】本発明にいうところの遮水壁は、下部遮
水シートと上部遮水シートとの間に、多数本の波形テー
プが平行に配置されて形成された緩衝層の上下面にネッ
トが熱融着その他の手段によって貼着されている構造と
され、長手方向に巻回可能な可撓性を備えさせてある板
状緩衝材を、中間層構成材として挟み込ませて介在させ
てあるので、上部遮水シートにかかる産廃物の大きな荷
重に十分に耐え、長期にわたって偏平化することなく原
形を維持し続け、長期にわたって緩衝材としての作用を
果たす利点がある。もし、上部遮水シートが、産廃物中
の鋭利な物質や先鋭部分によって損傷されることが生じ
た場合でも、波形テープが備えている強靭性と緩衝性と
によって、波形テープ部分が鋭利な物質や先鋭部分を受
け止めて、それ以上の進行を阻止し、下部遮水シートに
達することを確実に阻止して、下部遮水シートの損傷を
確実に防止する。また、もし上部遮水シートが破損され
て汚水が下部遮水シート上に漏水することが生じても、
漏水の通路空間を確保し、汚水を下部遮水シート上で受
け止めて、回収を容易にし、地中への漏出を確実に阻止
し、公害の発生を保証する効果を有する。
According to the present invention, the impermeable wall is provided between the lower impermeable sheet and the upper impermeable sheet on upper and lower surfaces of a buffer layer formed by arranging a number of corrugated tapes in parallel. The structure is such that the net is bonded by heat fusion or other means, and a plate-shaped cushioning material having flexibility that can be wound in the longitudinal direction is interposed by being sandwiched as an intermediate layer constituting material. Therefore, there is an advantage that it sufficiently withstands a large load of industrial waste applied to the upper impermeable sheet, maintains its original shape without flattening for a long time, and functions as a cushioning material for a long time. Even if the upper impermeable sheet is damaged by sharp substances or sharp parts in industrial waste, due to the toughness and cushioning property of the corrugated tape, the corrugated tape part is sharp substance. The lower water-impervious sheet is prevented from further proceeding, and is reliably prevented from reaching the lower water-impervious sheet, thereby reliably preventing damage to the lower water-impervious sheet. Also, if the upper impermeable sheet is damaged and sewage leaks onto the lower impermeable sheet,
It has the effect of securing a passage space for water leakage, receiving sewage on the lower impermeable sheet, facilitating recovery, reliably preventing leakage into the ground, and ensuring the occurrence of pollution.

【0021】また、産廃物廃棄処分場用凹所の地表面の
全面に、下部遮水シートを敷設し、この遮水シート上に
おいて、適宜の箇所に周方向に沿った固定枠を形成し
て、その上に前記のようにした板状緩衝材と上部遮水シ
ートを敷設して遮水壁を構成した産廃物廃棄処分場シス
テムは、廃棄物から受ける衝撃や重圧を緩衝する性質を
有し、十分な圧縮強度を備え、大きな荷重を受けても偏
平化することなく原形空間を維持し、投棄された産廃物
から生じる有毒な汚水や有害物質が廃棄処分場外や地中
に漏出することを確実に防止し、長期間にわたって環境
汚染防止に寄与することができ、敷設施工に当たって
は、多大な手数を必要とすることなく容易に迅速にで
き、建設費の低廉化を図ることができるという効果を期
待することができる。
Further, a lower water-impervious sheet is laid on the entire surface of the ground for the industrial waste disposal site, and a fixed frame is formed on the water-impervious sheet at an appropriate location along the circumferential direction. An industrial waste disposal site system in which a plate-like cushioning material and an upper water-impervious sheet as described above are laid thereon to form a water-impervious wall has a property of buffering impact and pressure received from waste. , With sufficient compressive strength, to maintain the original space without flattening even under heavy load, and to prevent toxic wastewater and toxic substances generated from dumped industrial waste from leaking out of the disposal site or into the ground. The effect is that it can be reliably prevented and contributes to the prevention of environmental pollution for a long period of time, and the laying work can be easily and quickly performed without requiring a lot of trouble, and the construction cost can be reduced. Can be expected.

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

【図1】遮水壁の構造を示す部分斜視図。FIG. 1 is a partial perspective view showing the structure of a water impermeable wall.

【図2】図1に於ける板状緩衝材の分解斜視図。FIG. 2 is an exploded perspective view of the plate-like cushioning material in FIG.

【図3】板状緩衝材の平面図。FIG. 3 is a plan view of a plate-like cushioning material.

【図4】板状緩衝材の断面正面図。FIG. 4 is a cross-sectional front view of a plate-like cushioning material.

【図5】板状緩衝材の断面側面図。FIG. 5 is a sectional side view of a plate-like cushioning material.

【図6】産廃物廃棄処分場を示す説明用部分断面図。FIG. 6 is an explanatory partial cross-sectional view showing an industrial waste disposal site.

【図7】図6における要部の拡大断面図。FIG. 7 is an enlarged sectional view of a main part in FIG. 6;

【符号の説明】[Explanation of symbols]

1 緩衝層 1a 波形テープ 2 ネット層 11 板状緩衝材 12 下部遮水シート 13 上部遮水シート 14 固定枠 15 地表面 A 産廃物廃棄処分用凹所 REFERENCE SIGNS LIST 1 buffer layer 1 a corrugated tape 2 net layer 11 plate-like buffer material 12 lower water-impervious sheet 13 upper water-impervious sheet 14 fixing frame 15 ground surface A recess for disposal of industrial waste

───────────────────────────────────────────────────── フロントページの続き (72)発明者 進藤 信夫 大阪府高槻市栄町1丁目2番1号 東拓 工業株式会社内 (56)参考文献 特開 平9−327675(JP,A) 特開 平9−299901(JP,A) 特開 平8−267032(JP,A) 特開 平7−195596(JP,A) (58)調査した分野(Int.Cl.7,DB名) B09B 1/00 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Nobuo Shindo 1-2-1 Sakaemachi, Takatsuki-shi, Osaka Tohaku Kogyo Co., Ltd. (56) References JP-A-9-327675 (JP, A) JP-A Heisei 9-299901 (JP, A) JP-A-8-267032 (JP, A) JP-A-7-195596 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B09B 1/00

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所定幅に形成した合成樹脂製テープ素材
を側面視において波形に形成した多数の波形テープ(1a)
…を相互に所定の間隔を保たせて平行に配列させた緩衝
層(1)の表裏両面に多数の水透過孔を形成するネット層
(2),(2)が貼着形成され、長手方向に巻回可能な可撓性
を有せしめてある板状緩衝材(11)と、この下面側に配設
された下部遮水シート(12)と、前記板状緩衝材(11)の上
面側に配設された上部遮水シート(13)とによって三層構
造に形成された産廃物廃棄処分場用の遮水壁。
1. A large number of corrugated tapes (1a) formed by corrugating a synthetic resin tape material formed to a predetermined width in a side view.
A net layer that forms a large number of water permeable holes on both front and back surfaces of a buffer layer (1) in which ... are arranged in parallel at a predetermined distance from each other.
(2), a plate-like cushioning material (11) on which (2) and (2) are adhered and formed so that it can be wound in the longitudinal direction, and a lower water-impervious sheet ( 12) and an upper water-impervious sheet (13) disposed on the upper surface side of the plate-shaped cushioning material (11), and a water-impervious wall for an industrial waste disposal site formed in a three-layer structure.
【請求項2】 前記板状緩衝材(11)が、圧縮強度が50
tf/m2の荷重時に変形率が10%以下の耐圧強度を
備え、幅600〜3000mm、長さ20〜100mに
形成してある請求項1に記載の産廃物廃棄処分場用の遮
水壁。
2. The plate-like cushioning material (11) has a compressive strength of 50.
2. The impermeable wall for an industrial waste disposal site according to claim 1, wherein the impermeable wall has a pressure resistance of a deformation rate of 10% or less under a load of tf / m2 and is formed to have a width of 600 to 3000 mm and a length of 20 to 100 m. .
【請求項3】 産廃物廃棄処分用凹所(A)の地表面(15)
の全面にわたって非漏水状態に下部遮水シート(12)が敷
設され、かつ、該下部遮水シート(12)によって地表面か
ら隔離された状態で、同シート(12)の上面側に周方向に
沿って固定枠(14)が形成され、該下部遮水シート(12)に
おける少なくとも傾斜面の上面側部分と固定枠(14)の上
面側との全面にわたって、所定幅に形成した合成樹脂製
テープ素材を側面視において波形に形成した多数の波形
テープ(1a)…を相互に所定の間隔を保たせて平行に配列
させた緩衝層(1)の表裏両面に多数の水透過孔を形成す
るネット層(2),(2)が貼着形成されている板状緩衝材(1
1)が敷設され、更に、該板状緩衝材(11)を介在状態とし
て前記下部遮水シート(12)の全表面上に、非漏水状態に
上部遮水シート(13)が敷設されている産廃物廃棄処分場
システム。
3. The ground surface (15) of the recess (A) for industrial waste disposal
The lower water-impervious sheet (12) is laid in a non-leakage state over the entire surface of the sheet (12), and is separated from the ground surface by the lower water-impervious sheet (12). A fixed frame (14) is formed along the entire surface of at least the upper surface side of the inclined surface of the lower impermeable sheet (12) and the upper surface of the fixed frame (14). A net that forms a large number of water permeable holes on both front and back surfaces of a buffer layer (1) in which a number of corrugated tapes (1a) formed of materials in a corrugated shape in a side view are arranged in parallel at predetermined intervals. Plate-like cushioning material (1) on which layers (2) and (2) are attached
1) is laid, and further, the upper water-impervious sheet (13) is laid in a non-leakage state on the entire surface of the lower water-impervious sheet (12) with the plate-shaped cushioning material (11) interposed therebetween. Industrial waste disposal site system.
JP06778598A 1998-03-02 1998-03-02 Water barrier and industrial waste disposal system for industrial waste disposal site Expired - Fee Related JP3295702B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06778598A JP3295702B2 (en) 1998-03-02 1998-03-02 Water barrier and industrial waste disposal system for industrial waste disposal site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06778598A JP3295702B2 (en) 1998-03-02 1998-03-02 Water barrier and industrial waste disposal system for industrial waste disposal site

Publications (2)

Publication Number Publication Date
JPH11244808A JPH11244808A (en) 1999-09-14
JP3295702B2 true JP3295702B2 (en) 2002-06-24

Family

ID=13354970

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06778598A Expired - Fee Related JP3295702B2 (en) 1998-03-02 1998-03-02 Water barrier and industrial waste disposal system for industrial waste disposal site

Country Status (1)

Country Link
JP (1) JP3295702B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007100409A (en) * 2005-10-05 2007-04-19 Totaku Industries Inc Pavement water retention mat and pavement using the same

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4636408B2 (en) * 2005-05-23 2011-02-23 東拓工業株式会社 Water supply / drainage structure and water supply / drainage sheet for planting bases placed on the slope
CN110786094B (en) * 2019-11-04 2022-01-18 河海大学 Integrated isolation pad and method for saline-alkali soil double-S-shaped drainage and salt control pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007100409A (en) * 2005-10-05 2007-04-19 Totaku Industries Inc Pavement water retention mat and pavement using the same

Also Published As

Publication number Publication date
JPH11244808A (en) 1999-09-14

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