JP4011666B2 - Laminated impermeable sheet and method for producing the same - Google Patents
Laminated impermeable sheet and method for producing the same Download PDFInfo
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- JP4011666B2 JP4011666B2 JP02328697A JP2328697A JP4011666B2 JP 4011666 B2 JP4011666 B2 JP 4011666B2 JP 02328697 A JP02328697 A JP 02328697A JP 2328697 A JP2328697 A JP 2328697A JP 4011666 B2 JP4011666 B2 JP 4011666B2
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/30—Landfill technologies aiming to mitigate methane emissions
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Description
【0001】
【発明が属する技術分野】
本発明は、廃棄物の投棄処分池の内面に敷設し投棄処分池からの漏水を防止するための積層遮水シートに関するものである。
【0002】
【従来の技術】
廃棄物処分場では、廃棄物中を浸透した雨水や廃棄物自体に含まれる廃液等が処理場から漏出して地下水や河川を汚染するのを防止するため、遮水層として軟質不透水性シート、例えば塩化ビニルシートまたはゴムシートを投棄池内面に展開し、軟質不透水性シートを保護するためこの表面に砂撒きをしたり、または不織布を展開して廃棄物処分池を形成している。さらに完全を期すため、遮水層を2層にして遮水層間に水膨潤性の繊維層を形成しているものもある。また実公平4−40903号公報には太い繊度のフィラメントを空隙率85%以上厚さ4〜9mmの平面上に形成した立体交絡網状構造体の上面及び下面に不透水性シートを積層した防水層が記されている。
【0003】
【発明が解決しようとする課題】
しかしこのような表面が軟質不透水性シートのみによる場合は、廃棄物中に鋭利な突起物が存在した場合、これが突き刺さるなどして不透水性シートが破損し、破損個所から汚染水が漏出して周辺環境を汚染するおそれがある。そこで例えば不透水性シートの2層張りを行い、1層目の不透水性シートが破れても2層目の不透水性シートで汚水の漏出を防止する方法が考えられているが、突起物の貫入圧力によっては2層目の不透水性シートまで破れることもある。
【0004】
そこで更に上部の遮水シートと下部の遮水シートの間に水膨潤性繊維層が積層され3重の防水層が形成されたものが提案されており、突起物の貫入圧力によって不透水性シートが破損した場合、水膨潤性繊維層が吸水膨潤して不透水性シートの破損面を塞ぎ汚染水の漏出防止を考えられているが、汚染水には酸、アルカリ、溶剤系、塩類など多種多様のものが含まれており水膨潤性繊維が十分膨潤しないために不透水層が形成されず透水し汚水が漏出して周辺環境を汚染する恐れがある。
【0005】
本発明は、従来の積層遮水シートにおける上記した問題点や不都合を解決するものであって不透水性シートが破損しても当該破損個所からの汚水の漏洩を防止できる積層遮水シートを提供するものである。
【0006】
【課題を解決するための手段】
本発明は、透水性の小さい不織布の被覆材を不透水性シートの両面外側に配し、その被覆材の間に2枚の不透水性シートと立体網状体マットで遮水層を形成し、立体網状体内に水膨潤性の止水剤が充填することによって上記課題を解決した。
【0007】
即ち本発明は、直径0.5〜2mmの多数の熱可塑性合成連続重合体線条が不規則なループをなして形成された70〜99%の空隙率を有する立体網状体マットの両面に不透水性シートを積層し、さらに該不透水性シートの外側両面に不織布の被覆材を積層し、該立体網状体マットの内部に流動性の止水剤を充填してなる積層遮水シートである。
【0008】
このような構成であるため、突起物などによって不透水性シートが損傷を受けた場合、立体網状体マット内の止水剤が不透水性シート外へ流出しても通水性の小さい被覆材が止水剤の通過を抑制し防水性を維持することができるのである。
【0009】
表裏の上記被覆材は、透水係数(cm/sec)が2×10-4〜9×10-4の同質の通水性不織布か、もしくは繊維密度が粗である外層と繊維密度が密である内層(不透水性シートに接する側の層)の2層からなり、各々の透水係数(cm/sec)は外層が1×10-2〜5×10-3、内層が2×10-4〜9×10-4の通水性不織布であることが好ましい。
上記透水係数はJIS−A−1218法に準じて測定する。
【0010】
【発明の実施の形態】
上記繊維密度の粗い外層とする不織布は、ポリエステル、ポリプロピレン、ポリエチレン、ポリアミド等の合成繊維であって、繊度が2〜15デニール、繊維長が50〜90mm、目付けが200〜1000g/m2 の繊維ウエブをニードルパンチングして得ることができる。
【0011】
また繊維密度が密である内層とする不織布はポリエステル、ポリプロピレン、ポリエチレン、ポリアミド、エチレン酢酸ビニル等の熱可塑性合成重合体からえらばれた2種のポリマーを図1に示すように繊維の断面において交互に配列した構造をもつ繊度2〜5デニール程度の複合繊維とし、これを通常の方法でウェブとしたものを高圧水流処理し、複合繊維を分割するとともに繊維相互を交絡させて不織布とすることができる。
【0012】
防水材層に当接する被覆材の透水係数(cm/sec)が2×10-4よりも大きくなると防水剤層が破損したとき中から噴出する止水剤が被覆材を通過し止水性が低下する。9×10-4よりも小さくなると止水剤の閉塞性は向上するが不織布の製造コストが高くなる。
【0013】
また上記被覆材の透水係数(cm/sec)が1×10-2〜5×10-3の不織布は、内層である防水材層に当接する被覆材(透水係数 2×10-4〜9×10-4)の緩衝材の役目を果たすものであり、透水係数(cm/sec)が1×10-2より大きくなると廃棄物の衝撃緩和効果が低下する。5×10-3より小さくなると衝撃緩和効果が向上するが製造コストが高くなる。
【0014】
不透水性シートは、ゴム系、ポリエチレン、ポリプロピレン、エチレン酢酸ビニル等のフイルム状シート状物で、その厚みは、0.4〜3.0mmのものが使用できる。0.4mm以下では廃棄物の突起物による衝撃強力が不足するので好ましくない。3mm以上では衝撃強力は向上するがコスト的に高くなり、好ましくは1.0〜2.0mmである。
【0015】
上部と下部2枚の不透水性シートの間に配設される立体網状体マットは、直径0.5〜2mmの多数の合成重合体連続線条により形成された空隙率の大きい嵩高な立体網状体マットで、ポリプロピレン、ポリエチレン、ポリアミド、ポリエステル等の熱可塑性合成重合体の単独溶融物または2種以上の複合溶融物が適用できるが、製造コスト面を考慮した場合には比較的融点の低いポリプロピレン、ポリエチレンが好都合である。このような立体網状体マットは公知の方法、例えば特公昭63−53332号公報に記載された方法により製造することができる。
【0016】
そしてこの立体網状体マットは、具体的には、直径が0.5〜2mmの上記合成重合体の連続線条の多数が相互に交差しながら水平方向及び厚み方向に不規則に屈曲して山部と谷部を形成しながら一方から他方に延び、各交差点において相互に接着された構造をなし、厚さが3〜100mm好ましくは5〜20mmであり、70〜99%程度の高い空隙率を有しながら土圧に対する圧縮強度を保有していることが望ましい。
【0017】
例えば直径1.05mmのポリプロピレン製の連続線条で、厚さ12.5mm、見かけの空隙率95%の立体網状体マットは5トン/m2 の圧縮荷重を加えた場合の歪み率は26%、10トン/m2の場合は48%、40トン/m2の場合は78%であった。
【0018】
また空隙率が70%未満では、合成重合体連続線条の絡みが大きすぎて止水剤の注入が難しくなり、99%より高くなると土圧に対する圧縮強度が低下し止水剤の注入量が減少し止水機能の低下をきたす。
【0019】
上記網状マット内に充填する止水剤としては、モンリロナイト属のベントナイト、パデライト、ノンテトロナイト、サボナイト、ヘクトライトやホルマイト属のアタバルジャイト、セピオライトなどの粘土鉱物の天然品の単独または混合物の5〜50重量%水溶液を調整し水圧をかけて注入する。止水剤が5%未満では注入作業はやりやすいが止水効果を発揮するまでに長時間を要する。50%以上では止水剤液の粘度が高すぎて注入作業がやりにくくなる。
【0020】
本発明の積層遮水シートは次ぎのようにして設置することができる。
まず廃棄物処分池の転圧された地盤上に被覆材の不織布を展開張設し、その上面に不透水性シートを展開張設し、不透水性シートの上面に立体網状マットを展開張設し、さらにこの上面に不透水性シート、被覆材の順に展開張設する。このとき被覆材、不透水性シート、立体網状体マットの間を部分的に熱風で溶着しながら展開張設すると作業がやりやすい。
【0021】
上記防水材層の立体網状体マット内への止水剤の注入手段は、廃棄物処分池の路肩の上部に止水剤ヘッドタンクを設置し、前記止水剤を充満させ、水圧差により注入することにより充填できる。
【0022】
【実施例】
以下本発明を実施例により説明する。図2は本発明の積層遮水シート(6)の構造を示す断面図である。
立体網状体マット(1)の両面に不透水性シート(2)積層し、さらにその外側両面に被覆材(3)となる不織布を重ね合わせる。立体網状体マットの内部には止水剤(4)を充填する。このとき被覆材は繊維密度が粗な不織布からなる外層部(3a)と密な不織布からなる内層部(3b)(不透水性シートに接する方)の二層からなることが好ましい。
【0023】
上記本発明の積層遮水シート(6)を構成する各部材は次ぎのようにして製造することができる。
(立体網状体マット)
立体網状体マット(1)は公知の方法(特公昭63−53332号公報)により図3の斜視図に示すように直径1.05mmのポリプロピレン製連続線条体で、目付600g/m2 、厚み12.5mm、見かけの空隙率95%のものを製造し使用した。
【0024】
(被覆材)
被覆材のうち繊維密度が粗な不織布である外層部(3a)は、繊度が8デニール、繊維長が51mmのポリエステル繊維を70%と、繊度が3デニール、繊維長が51mmのポリエステル繊維30%を混綿してなるカードウエブを重ね合わせ、ニードルパンチングして得た目付500g/m2 、見掛けの厚さ6.5mmの不織布を使用した。この不織布は繊維密度は0.08g/cm3 、透水係数は1.95×10-3cm/secであった。
【0025】
また繊維密度が密な不織布である内層部(3b)は、ポリエステル成分(A)とポリアミド成分(B)からなる図1に示すような繊維断面を有する16分割型複合繊維DF−5(商品名、大和紡績株式会社製、繊度3デニール、繊維長51mm)を用い、カード機によりカードウエブとなした後、このウエブを高圧柱状水流(吐出水圧120kg/cm2 、速度3m/min)で処理し、繊維を各成分に分割して上記2成分(A)(B)を0.19デニールの極細繊維化するとともに繊維間を交絡させて得た、目付100g/m2 、見掛けの厚さ0.6mmの不織布を使用した。この不織布の繊維密度は0.17g/cm3 、透水係数は4.1×10-4cm/secであった。また不織布を構成する繊維の分割率は90%であった。
【0026】
(不透水性シート)
不透水性シート(2)は、エチレン、プロピレン加硫ゴムの厚み1.5mm、引張強力250kg/cm2 、伸び率650%のものを使用した。
【0027】
(止水剤)
立体網状体マット(5)の空隙内に充填する水膨潤性の止水剤はベントナイトを15重量%になるように水に分散膨潤させて調整した。この際ベントナイトの分散剤を併用することもできる。
【0028】
(実施例1)
上記各部材は次ぎのようにして廃棄物処分池に敷設する。図4の断面図に示すように地山(12)を堀削して池(10)を造成構築し、表面を転圧してこれを廃棄物の投棄処分池とする。まず、被覆材外層部(3a)を展開敷設し、この上に被覆材内層部(3b)を展開敷設する。隣接する内装部間は約30cmオーバーラップさせる。次いで被覆材の内装部の上に不透水性シート(2)を展開敷設し、この上に立体網状体マット(1)を展開敷設する。
【0029】
次いで以上の逆の順序で立体網状体マット(1)の上に、不透水性シート(2)、被覆材内装部(3b)、被覆材外層部(3a)の順に各々敷設する。
立体網状体マットの継ぎ目は図5の断面図に略示するような形状に、不透水性シート(2)と同質の材料からなる上下連結板(5)を上下の不透水性シート(2)(2)に熱風を吹きつけて上下の不透水性シート(2)(2)と上下連結板(5)を溶着し立体網状体マット(1)を不透水性シート(2)(2)の袋の内部に包み込んだ形の1ユニットを形成しする。ひとつの袋は2m×5m程度の大きさが適当である。
また、隣接する不透水性シートの溶着面は約20〜30cmオーバーラップさせその間を全面に亘って溶着する。
【0030】
次いで、上記積層遮水シートの上面部に約50cm厚みの覆土をする。
次いで、廃棄物処分池の法肩の水準上高い所に備えつけた止水剤貯蔵槽(11)と各ユニットを管体で接続し、止水剤貯蔵槽(11)内の止水剤(4)が、開閉弁を開放することにより立体網状体マット(1)の空隙内に流入し、充填されることにより、本発明の積層遮水シート(6)による廃棄物処分池が完成する。
【0031】
上記本発明の積層遮水シートの実施例において被覆材の不織布を内層部(透水係数4.1×10-4)のみ使用した場合(イ)と、外層部(透水係数1.95×10-3)のみ使用した場合(ロ)にわけて各々の耐水圧(kg/cm2)を試験した。
評価方法は、JISL−1079の耐水試験方法に準じて250メッシュの微粉体で調整したベントナイト20%液を封入して行い、別途必要な補助具を使用して測定した。その結果耐水圧(kg/cm2)は
(イ) 2以上
(ロ) 0.1
であった。
【0032】
【発明の効果】
本発明の積層遮水シートは、不織布からなる被覆材が両面に配され、その被覆材の間に防水材層が介在されてなり、上記防水材層は上下2枚の不透水性シートが配設され、更にこの2枚の不透水性シートの間の立体網状体内に水膨潤性の止水剤が充填されてなるから、被覆材により不透水性シートが廃棄物中の突起物から保護され、また上下の不透水性シートのいずれか一方が損傷しても他の一方の不透水性シートが防水機能を維持するので汚染水が廃棄物処分池から漏洩し地中へ流出することを防止する。さらに不透水性シートが破れた場合、不透水性シート間に配設された水膨潤性止水剤が破損個所から上記被覆材の面へ流出し、止水剤が濾過され、止水剤の粒子が被覆材の繊維と繊維の間の隙き間を塞ぐことにより廃棄物処分池内の汚染水が地中へ流出するのを防止することができる。
【0033】
また、水膨潤性止水剤の止水剤貯蔵槽は廃棄物処分池の法肩水準より高い位置に配設しておくことにより、貯蔵槽と廃棄物処分池内の不透水性シートが配管により連結しておけば不透水性シート間の止水剤内の圧力は廃棄物処分池内の圧力より高圧力側にあるから、廃棄物処分池内の汚染水液が不透水性シート間の止水剤内へ流入するおそれはない。また不透水性シートが損傷を受け、該損傷個所から止水剤が被覆材の面へ移行するのをスムーズに補給することができる。
【図面の簡単な説明】
【図1】 被覆材の繊維密度が密な不織布に使用する分割型複合繊維の構造を示す断面図である。
【図2】 本発明の実施例に使用した積層遮水シートの断面図である。
【図3】 立体網状体マットの斜視図である。
【図4】 本発明の積層遮水シートを用いた廃棄物処分場の構造を示す断面図である。
【図5】 本発明の積層遮水シートの接合部の構造を示す断面図である。
【符号の説明】
1 立体網状体マット
2 不透水性シート
3 被覆材
3a 被覆材外層部
3b 被覆材内装部
4 止水剤
5 上下連結板
6 積層遮水シート
10 池
11 止水剤貯蔵槽
12 地山[0001]
[Technical field to which the invention belongs]
The present invention relates to a laminated waterproof sheet for laying on the inner surface of a waste disposal pond to prevent leakage from the disposal pond.
[0002]
[Prior art]
In a waste disposal site, rainwater that has penetrated the waste and waste liquid contained in the waste itself are prevented from leaking from the treatment site and contaminating groundwater and rivers. For example, a vinyl chloride sheet or a rubber sheet is spread on the inner surface of the dumping pond, and the surface is sanded to protect the soft water-impermeable sheet, or a nonwoven fabric is spread to form a waste disposal pond. Furthermore, for the sake of completeness, there are some in which a water-swellable fiber layer is formed between the water-impervious layers with two water-impervious layers. Japanese Utility Model Publication No. 4-40903 discloses a waterproof layer in which a water-impermeable sheet is laminated on the upper and lower surfaces of a three-dimensional entangled network structure in which a filament having a large fineness is formed on a plane having a porosity of 85% or more and a thickness of 4 to 9 mm. Is marked.
[0003]
[Problems to be solved by the invention]
However, when such a surface is made of only a soft impervious sheet, if there are sharp protrusions in the waste, the impervious sheet breaks due to piercing, etc., and contaminated water leaks from the damaged part. May contaminate the surrounding environment. Thus, for example, a method is considered in which a two-layer impermeable sheet is stretched, and even if the first impermeable sheet is torn, the second impermeable sheet prevents leakage of sewage. Depending on the penetration pressure, the second layer of the water-impermeable sheet may be broken.
[0004]
Therefore, a water-swellable fiber layer is further laminated between the upper water-impervious sheet and the lower water-impervious sheet to form a triple waterproof layer, and the water-impermeable sheet is formed by the penetration pressure of the protrusions. When water is damaged, the water-swellable fiber layer absorbs and swells to block the damaged surface of the water-impermeable sheet and prevent leakage of contaminated water, but there are various types of contaminated water such as acids, alkalis, solvent systems, and salts. Since various types are included and the water-swellable fibers do not swell sufficiently, a water-impermeable layer is not formed, and water may permeate and sewage may leak and contaminate the surrounding environment.
[0005]
The present invention solves the above-mentioned problems and inconveniences in a conventional laminated water-impervious sheet, and provides a laminated water-impervious sheet that can prevent leakage of sewage from the damaged portion even if the impermeable sheet is damaged. To do.
[0006]
[Means for Solving the Problems]
In the present invention, a nonwoven fabric covering material with low water permeability is arranged on both outer sides of the water impermeable sheet, and a water shielding layer is formed between the two water impermeable sheets and a three-dimensional network mat between the covering materials, The above problem has been solved by filling a three-dimensional network with a water-swelling water-stopping agent.
[0007]
That is, the present invention is not effective on both surfaces of a three-dimensional network mat having a porosity of 70 to 99% in which a large number of thermoplastic synthetic continuous polymer filaments having a diameter of 0.5 to 2 mm are formed in irregular loops. A laminated water-impervious sheet formed by laminating a water-permeable sheet, further laminating a non-woven fabric covering material on both outer surfaces of the water-impermeable sheet, and filling a fluid waterproofing agent inside the three-dimensional network mat. .
[0008]
Because of such a configuration, when the water-impermeable sheet is damaged by protrusions or the like, even if the water-stopping agent in the three-dimensional mesh mat flows out of the water-impermeable sheet, a coating material with low water permeability is used. The passage of the water-stopping agent can be suppressed and the waterproofness can be maintained.
[0009]
The covering material on the front and back is a water-permeable nonwoven fabric of the same quality having a water permeability coefficient (cm / sec) of 2 × 10 −4 to 9 × 10 −4 , or an outer layer having a coarse fiber density and an inner layer having a dense fiber density (Layer on the side in contact with the water-impermeable sheet), each having a water permeability coefficient (cm / sec) of 1 × 10 −2 to 5 × 10 −3 for the outer layer and 2 × 10 −4 to 9 for the inner layer A water-permeable nonwoven fabric of × 10 −4 is preferable.
The water permeability is measured according to JIS-A-1218 method.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
The non-woven fabric used as the outer layer having a coarse fiber density is a synthetic fiber such as polyester, polypropylene, polyethylene, polyamide, etc., having a fineness of 2 to 15 denier, a fiber length of 50 to 90 mm, and a basis weight of 200 to 1000 g / m 2 . It can be obtained by needle punching the web.
[0011]
In addition, the nonwoven fabric used as the inner layer having a dense fiber density is composed of two types of polymers selected from thermoplastic synthetic polymers such as polyester, polypropylene, polyethylene, polyamide, and ethylene vinyl acetate in the fiber cross section as shown in FIG. A composite fiber having a structure of 2 to 5 deniers having a structure arranged in a non-woven fabric can be obtained by subjecting this to a web by a normal method to high-pressure water treatment to divide the composite fiber and entangle the fibers with each other. it can.
[0012]
When the water permeability coefficient (cm / sec) of the covering material in contact with the waterproofing material layer is larger than 2 × 10 −4 , the waterproofing agent ejected from the inside when the waterproofing agent layer breaks passes through the covering material and decreases the water-stopping property. To do. When it is smaller than 9 × 10 −4 , the blocking property of the water-stopping agent is improved, but the production cost of the nonwoven fabric is increased.
[0013]
In addition, the nonwoven fabric having a water permeability coefficient (cm / sec) of 1 × 10 −2 to 5 × 10 −3 is a covering material (
[0014]
The water-impermeable sheet is a film-like sheet material such as rubber, polyethylene, polypropylene, ethylene vinyl acetate, and the thickness thereof can be 0.4 to 3.0 mm. If it is 0.4 mm or less, the impact strength due to the projection of the waste is insufficient, which is not preferable. If it is 3 mm or more, the impact strength is improved, but the cost is increased, and it is preferably 1.0 to 2.0 mm.
[0015]
The three-dimensional network mat arranged between the upper and lower two water-impermeable sheets is a bulky three-dimensional network with a large porosity formed by a large number of synthetic polymer continuous filaments having a diameter of 0.5 to 2 mm. The body mat can be a single melt or two or more composite melts of thermoplastic synthetic polymers such as polypropylene, polyethylene, polyamide, polyester, etc., but in view of production cost, polypropylene with a relatively low melting point Polyethylene is preferred. Such a three-dimensional network mat can be manufactured by a known method, for example, a method described in Japanese Patent Publication No. 63-53332.
[0016]
Specifically, this three-dimensional network mat is a mountain that is irregularly bent in the horizontal direction and the thickness direction while many of the continuous filaments of the synthetic polymer having a diameter of 0.5 to 2 mm intersect each other. It extends from one side to the other while forming a part and a valley part, and has a structure in which the crossing points are bonded to each other. The thickness is 3 to 100 mm, preferably 5 to 20 mm, and a high porosity of about 70 to 99%. It is desirable to have compressive strength against earth pressure while having it.
[0017]
For example, a solid reticulated mat with a thickness of 12.5 mm and an apparent porosity of 95% is a continuous filament made of polypropylene having a diameter of 1.05 mm, and the distortion rate is 26% when a compressive load of 5 ton / m 2 is applied. In the case of 10 tons / m 2 , it was 48%, and in the case of 40 tons / m 2 , it was 78%.
[0018]
Moreover, if the porosity is less than 70%, the entanglement of the synthetic polymer continuous filaments is too large and it becomes difficult to inject the water-stopping agent, and if it exceeds 99%, the compressive strength against the earth pressure decreases and the injection amount of the water-stopping agent increases. It decreases and the water stop function declines.
[0019]
As the water-stopping agent to be filled in the reticulated mat, a natural product of clay minerals such as bentonite belonging to the genus montrilite, padelite, non-tetronite, sabonite, hectorite, attalgite of holmite, sepiolite, or a mixture of 5 to 50 Prepare a weight% aqueous solution and apply water pressure. If the waterstop agent is less than 5%, the injection work is easy to perform, but it takes a long time to exhibit the waterstop effect. If it is 50% or more, the viscosity of the water-stopper solution is too high and the injection work becomes difficult.
[0020]
The laminated water-impervious sheet of the present invention can be installed as follows.
First, a non-woven fabric covering material is unfolded and stretched on the surface of the waste disposal pond that has been pressed, and an impermeable sheet is unfolded and stretched on the upper surface, and a three-dimensional mesh mat is unfolded and stretched on the upper surface of the impermeable sheet. Further, an impervious sheet and a covering material are developed and stretched in this order on the upper surface. At this time, if the covering material, the water-impermeable sheet, and the three-dimensional network mat are spread and stretched while being partially welded with hot air, the work is easy to do.
[0021]
The waterproofing agent is injected into the three-dimensional network mat of the waterproof layer by installing a waterproofing agent head tank at the top of the shoulder of the waste disposal pond, filling the waterproofing agent, and injecting with a water pressure difference. Can be filled.
[0022]
【Example】
Hereinafter, the present invention will be described by way of examples. FIG. 2 is a sectional view showing the structure of the laminated water-impervious sheet (6) of the present invention.
A water-impermeable sheet (2) is laminated on both sides of the three-dimensional network mat (1), and a non-woven fabric to be a coating material (3) is further laminated on both outer sides thereof. The water-repellent agent (4) is filled into the interior of the three-dimensional network mat. At this time, the covering material is preferably composed of two layers of an outer layer portion (3a) made of a non-woven fabric having a coarse fiber density and an inner layer portion (3b) made of a dense non-woven fabric (one in contact with the water-impermeable sheet).
[0023]
Each member which comprises the said laminated water-impervious sheet | seat (6) of this invention can be manufactured as follows.
(Three-dimensional mesh mat)
The three-dimensional network mat (1) is a continuous filament made of polypropylene having a diameter of 1.05 mm as shown in the perspective view of FIG. 3 by a known method (Japanese Patent Publication No. 63-53332), and has a basis weight of 600 g / m 2 and a thickness. 12.5 mm with an apparent porosity of 95% was manufactured and used.
[0024]
(Coating material)
The outer layer (3a), which is a nonwoven fabric with a coarse fiber density, is 70% polyester fiber having a fineness of 8 denier and a fiber length of 51 mm, and 30% polyester fiber having a fineness of 3 denier and a fiber length of 51 mm. A non-woven fabric having a basis weight of 500 g / m 2 and an apparent thickness of 6.5 mm obtained by superimposing card webs made from a mixture of cotton and needle punching was used. This nonwoven fabric had a fiber density of 0.08 g / cm 3 and a water permeability of 1.95 × 10 −3 cm / sec.
[0025]
Further, the inner layer portion (3b), which is a non-woven fabric having a high fiber density, has a 16-section type composite fiber DF-5 (trade name) having a fiber cross section as shown in FIG. 1 composed of a polyester component (A) and a polyamide component (B). , Manufactured by Daiwa Boseki Co., Ltd.,
[0026]
(Impermeable sheet)
As the water-impermeable sheet (2), ethylene, propylene vulcanized rubber having a thickness of 1.5 mm, a tensile strength of 250 kg / cm 2 and an elongation of 650% was used.
[0027]
(Water stop agent)
The water-swellable water-stopping agent filled in the voids of the three-dimensional network mat (5) was prepared by dispersing and swelling bentonite in water to 15% by weight. In this case, a bentonite dispersant may be used in combination.
[0028]
Example 1
The above members are laid in the waste disposal pond as follows. As shown in the cross-sectional view of FIG. 4, the ground (12) is excavated and the pond (10) is created and constructed, and the surface is crushed to form a waste disposal pond. First, the covering material outer layer portion (3a) is spread and laid, and the covering material inner layer portion (3b) is spread and laid thereon. The adjacent interior parts are overlapped by about 30 cm. Next, the impermeable sheet (2) is spread and laid on the interior portion of the covering material, and the three-dimensional mesh mat (1) is spread and laid thereon.
[0029]
Next, the water-impermeable sheet (2), the covering material interior part (3b), and the covering material outer layer part (3a) are respectively laid on the three-dimensional network mat (1) in the reverse order.
The seam of the three-dimensional mesh mat is shaped as schematically shown in the cross-sectional view of FIG. 5, and the upper and lower impermeable sheets (2) are made by connecting the upper and lower connecting plates (5) made of the same material as the impermeable sheet (2). Hot air is blown onto (2) to weld the upper and lower water-impermeable sheets (2) and (2) and the upper and lower connecting plates (5) to form the three-dimensional network mat (1) of the water-impermeable sheets (2) and (2). One unit is formed in the form of being wrapped inside the bag. One bag is suitably about 2m x 5m.
Moreover, the welding surface of the adjacent water-impermeable sheet is overlapped by about 20 to 30 cm, and the whole area is welded between the overlapping surfaces.
[0030]
Next, an approximately 50 cm-thick soil is covered on the upper surface of the laminated water-impervious sheet.
Next, the water-stopping agent storage tank (11) provided at a high level in the waste disposal pond is connected to each unit with a pipe, and the water-stopping agent (4) in the water-stopping agent storage tank (11) is connected. ) Flows into the space of the three-dimensional mesh mat (1) by opening the on-off valve, and is filled, thereby completing the waste disposal pond by the laminated water-impervious sheet (6) of the present invention.
[0031]
The case where the nonwoven fabric of the dressing in the embodiment of the laminated water shield sheet of the present invention was used only the inner layer portion (hydraulic conductivity 4.1 × 10 -4) and (b), outer layer (permeability coefficient 1.95 × 10 - 3 ) When each was used only (b), each water pressure resistance (kg / cm 2 ) was tested.
The evaluation method was carried out by enclosing a bentonite 20% solution adjusted with a fine powder of 250 mesh according to the water resistance test method of JISL-1079, and using a necessary auxiliary tool. As a result, the water pressure resistance (kg / cm 2 ) is (b) 2 or more (b) 0.1
Met.
[0032]
【The invention's effect】
The laminated water-impervious sheet of the present invention has a nonwoven fabric covering material disposed on both sides, and a waterproof material layer interposed between the covering materials, and the waterproof material layer has two upper and lower water-impermeable sheets disposed thereon. Furthermore, since the three-dimensional network between the two water-impermeable sheets is filled with a water-swelling water-stopping agent, the water-impermeable sheet is protected from the projections in the waste by the covering material. In addition, even if one of the upper and lower impervious sheets is damaged, the other impervious sheet maintains its waterproof function, preventing contaminated water from leaking from the waste disposal pond and flowing into the ground. To do. Further, when the water-impermeable sheet is torn, the water-swelling water-stopping agent disposed between the water-impermeable sheets flows out from the damaged portion to the surface of the covering material, the water-stopping agent is filtered, It is possible to prevent the contaminated water in the waste disposal basin from flowing out into the ground by closing the gap between the fibers of the covering material.
[0033]
In addition, the water-swelling water storage tank for the water-swelling water-stopping agent should be placed at a position higher than the standard level of the waste disposal pond, so that the impervious sheet in the storage tank and the waste disposal pond is connected by piping. If connected, the pressure in the waterproofing agent between the impervious sheets is higher than the pressure in the waste disposal pond, so the contaminated water in the waste disposal ponds will remain between the impervious sheets. There is no risk of inflow. Further, it is possible to smoothly replenish the water-impermeable sheet that is damaged and the water-stopping agent is transferred from the damaged portion to the surface of the covering material.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a structure of a split type composite fiber used for a nonwoven fabric having a dense fiber density of a covering material.
FIG. 2 is a cross-sectional view of a laminated water shielding sheet used in an example of the present invention.
FIG. 3 is a perspective view of a three-dimensional network mat.
FIG. 4 is a cross-sectional view showing the structure of a waste disposal site using the laminated waterproof sheet of the present invention.
FIG. 5 is a cross-sectional view showing the structure of the joint portion of the laminated water-impervious sheet of the present invention.
[Explanation of symbols]
DESCRIPTION OF
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02328697A JP4011666B2 (en) | 1997-01-21 | 1997-01-21 | Laminated impermeable sheet and method for producing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02328697A JP4011666B2 (en) | 1997-01-21 | 1997-01-21 | Laminated impermeable sheet and method for producing the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10202774A JPH10202774A (en) | 1998-08-04 |
| JP4011666B2 true JP4011666B2 (en) | 2007-11-21 |
Family
ID=12106374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP02328697A Expired - Fee Related JP4011666B2 (en) | 1997-01-21 | 1997-01-21 | Laminated impermeable sheet and method for producing the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4011666B2 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4195140B2 (en) * | 1999-01-12 | 2008-12-10 | タキロン株式会社 | Impervious structure of waste disposal site |
| JP3992887B2 (en) * | 1999-09-07 | 2007-10-17 | 財団法人地域地盤環境研究所 | Self-healing waste disposal facility |
| JP4071401B2 (en) * | 1999-09-07 | 2008-04-02 | 財団法人地域地盤環境研究所 | Impermeable structure of waste disposal site and its formation method |
| JP3909184B2 (en) * | 2000-03-07 | 2007-04-25 | 大和紡績株式会社 | Reticulated body and method for producing the same |
| JP2003236489A (en) * | 2002-02-12 | 2003-08-26 | C I Kasei Co Ltd | Impermeable structure |
| JP2003236487A (en) * | 2002-02-12 | 2003-08-26 | C I Kasei Co Ltd | Impermeable structure |
| JP3771196B2 (en) * | 2002-05-20 | 2006-04-26 | 株式会社奥村組 | Water-impervious sheet at waste disposal site and self-repairable sheet |
| JP4084649B2 (en) * | 2002-12-19 | 2008-04-30 | 株式会社大林組 | Water supply method in bentonite-filled impermeable mat method |
| JP4387830B2 (en) * | 2004-02-23 | 2009-12-24 | 太陽工業株式会社 | Waste disposal site and impermeable layer |
| JP6788627B2 (en) * | 2018-03-29 | 2020-11-25 | 株式会社ケー・エフ・シー | Drainage materials for tunnels and structures for tunnels |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0440903Y2 (en) * | 1986-11-29 | 1992-09-25 | ||
| JPH051408A (en) * | 1991-06-21 | 1993-01-08 | Daiwabo Create Kk | Water-stopping material and construction method |
| JPH0734385A (en) * | 1991-07-10 | 1995-02-03 | Daiwabo Co Ltd | Softened and flock processed fabric with pattern and its production |
| JPH07119130A (en) * | 1993-10-26 | 1995-05-09 | Daiwabo Co Ltd | Water stop material |
-
1997
- 1997-01-21 JP JP02328697A patent/JP4011666B2/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| JPH10202774A (en) | 1998-08-04 |
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