JP2004195376A - Water barrier mat filled with bentonite - Google Patents

Water barrier mat filled with bentonite Download PDF

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Publication number
JP2004195376A
JP2004195376A JP2002367667A JP2002367667A JP2004195376A JP 2004195376 A JP2004195376 A JP 2004195376A JP 2002367667 A JP2002367667 A JP 2002367667A JP 2002367667 A JP2002367667 A JP 2002367667A JP 2004195376 A JP2004195376 A JP 2004195376A
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Japan
Prior art keywords
water
bentonite
mat
water barrier
filled
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Granted
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JP2002367667A
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Japanese (ja)
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JP4167484B2 (en
Inventor
Tetsumi Higasayama
徹巳 日笠山
Michihiko Ishida
道彦 石田
Masao Kuroiwa
正夫 黒岩
Yasuhiro Nabeshima
靖浩 鍋嶋
Toru Kazamaki
叡 風巻
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CARBOFOL JAPAN KK
Obayashi Corp
Asahi Kasei Geotechnologies Co Ltd
Original Assignee
CARBOFOL JAPAN KK
Obayashi Corp
Asahi Kasei Geotechnologies Co Ltd
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Priority to JP2002367667A priority Critical patent/JP4167484B2/en
Publication of JP2004195376A publication Critical patent/JP2004195376A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water barrier mat filled with bentonite constituted so as to prevent the lowering of water barrier properties caused by an interval adjusting material. <P>SOLUTION: A bag body, which comprises a pair of water permeable fabrics 24a of which the peripheries are closed and between which an interval is formed so as to be restricted by the interval adjusting materials 24b, is laid on a water barrier execution surface and filled with bentonite to form a water barrier mat 12. This water barrier mat 12 is laid on the water barrier execution surface and water penetrates in the water barrier mat 12 to hydrate and swell bentonite 26 to form a water impermeable layer on the inside surface layer of the water barrier mat 12. In this constitution, each of the interval adjusting materials 24b is constituted of a water impermeable bundled material having no gaps between fibers. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、ベントナイトを充填した遮水マットに関する。
【0002】
【従来の技術】
廃棄物処分場や、貯水池、調整池、修景池などに遮水層を形成するにあたり、ベントナイト混合土を利用した遮水構造を構築することが提案されている。この工法は、ベントナイト混合土を遮水施工面に敷き均し、転圧締固めすることで、透水係数の小さい遮水性のある層を形成するものである。
【0003】
ところで、実際の施工にあたっては、ベントナイト混合土の撒き出し厚みや、転圧方法などにより遮水性にばらつきが生じ、特に傾斜面などでは、施工安定性や、品質の信頼性に乏しいなどの懸念があった。
【0004】
これに対し、透水性布地からなる袋体を遮水施工面に敷設し、その内部にベントナイト粉粒体を充填して遮水マットとする方法が開発されている(特許文献1参照。)。
【0005】
この工法では、遮水マットの外皮を構成する布地間に設けた間隔調整手段により、水が浸透した状態でのベントナイトの膨潤厚みが拘束、規制されるものであって、施工厚みが均一かつ遮水性も均一となるなどの利点がある。
【0006】
【特許文献1】
特許第2735706号明細書
【0007】
【発明が解決しようとする課題】
この遮水マットに用いられる間隔調整材としては、合成繊維撚糸、テープ、あるいは合成樹脂シートなどが用いられているが、通常は合成繊維撚糸を用いている。また、遮水マットは、工場において、マットの上下を貫通して合成繊維撚糸からなる間隔調整材を通し、縫製している。
【0008】
そして、施工現場においてポンプ圧送によりマット内にベントナイトを充填することによって、マットを膨らませ、かつ間隔調整材によりその膨張厚みを規制するようにしている。
【0009】
ところが、例えば廃棄物処分場への適用を考慮した土質遮水層に要求される透水係数kは、k=1.0×10−6cm/s以下であり、これを土質遮水基準としているが、間隔調整材の配置部位の透水係数kは10−5〜10−4cm/sオーダーと、かなり要求値より低くなり、適用に問題が生じていた。
【0010】
図3は、間隔調整材として合成繊維撚糸を用いた場合における面積19.6 cmあたりの配置本数と透水係数との関係を示すグラフである。このグラフから明らかなように、撚糸の配置本数が増すほど透水係数が増加する傾向となっており、撚糸の配置部位での遮水性に問題があることが確認された。
【0011】
これにより、遮水マットの上下を貫通する撚糸の繊維間の空間部が毛管現象により水道(みずみち)を形成してマット内部に対する導水作用を行うことであることが推定される。
【0012】
すなわち、図4に示すように、撚糸aは多数の糸を数十本束ねて寄り集めたストランド(子線)a1をさらに3〜4本寄り集めて一本に形成したものであり、ストランドa1内で空隙が形成されている上に、ストランドa1の集合体の中心位置にみず道となる空間部bが形成され、この空間部bを通じて水が内部に浸透されるものと推測される。なお、図中符号cで示すものはより糸aの周縁に充填されたベントナイト粉体である。
【0013】
従って、間隔調整材の配置本数を減ずればよいものの、この場合には、マットの厚みが不整となり、また、膨張を規制することができないため、最大膨張位置でその遮水性も減ずる。
【0014】
本発明は、以上の課題を解決するものであり、その目的は間隔調整材を非導水作用のある材料で構成することにより、間隔調整材を原因とする遮水性低下を未然に防止できるようにしたベントナイトを充填した遮水マットを提供するものである。
【0015】
【課題を解決するための手段】
前記目的を達成するため、本発明の遮水マットは、周囲が閉ざされ、かつ間隔調整材により膨張厚みを制限された透水性布地からなる袋体を遮水施工面に敷設し、該袋体内部にベントナイトを充填して遮水マットとし、該遮水マットに水が浸透することで、前記ベントナイトを水和膨潤させて遮水層を形成する施工方法に用いられ、前記間隔調整材が、繊維間の空間のない非透水性の結束材料から構成されていることを特徴とするものである。
【0016】
従って、本発明では、繊維空間による水道(みずみち)が形成されず、これによって遮水マットへの水の浸透を防止でき、ベントナイトの遮水性に適合した遮水性能を得ることができる。
【0017】
本発明では、前記非透水性結束材料として、撚糸を樹脂コーティングにより撥水性としたもの、或いは、撚り加工のない線状ないし棒状の繊維あるいはテープ状繊維を用いることができる。
【0018】
【発明の実施の形態】
以下、本発明の好ましい実施の形態につき、添付図面を参照して詳細に説明する。図1は、本発明を適用した廃棄物処分場1を示す。この処分場1は、山間の谷間などの斜面を利用して造成されるものであり、その斜面部1aから底部1bにかけて遮水工10により被覆し、周縁地盤Eと処分場1とを液密に区画している。
【0019】
この遮水工10における斜面部1aおよび底面部1bにかけて、遮水マット12が一面に敷設されている。遮水マット12の上縁は、斜面部1aの近傍における地表部GLに埋設された固定工14に巻込んで固定され、底面部1b側においては保護土16により覆われている。
【0020】
さらに、遮水マット12の斜面部1aの上面には遮水シート18および保護マット20が敷設され、底面部1bに下縁を位置させ、同じく保護土16で固定している。
【0021】
以上の層構造において、遮水シート18は、例えばゴム−アスファルトなどからなるシートであり、保護土16は、山砂、現地採取土砂などの一般土砂、保護マット20は例えば不織布などの素材からなるものであり、このうち遮水シート18の上縁は前記遮水マット12とともに、固定工14に巻込んで固定されている。
【0022】
以上の遮水工10の施工後は、処分場1の内部に廃棄物および覆土が交互に埋立てられ、処分場1内部がこれらにより埋立て尽されるまでその使用が可能となる。
【0023】
前記遮水マット12は、図1の一部に拡大して示すように、周囲を縫製などにより袋状に閉じられた目のつんだポリエステル樹脂繊維織布などからなる一対の透水性布地24aと、所定間隔で両布地24a間を連結した間隔調整材24bと、両布地24a間の袋状内部に充填されたベントナイト26とからなっている。
【0024】
この遮水マット12の最大厚みは、前記間隔調整材24bの長さに応じて例えば5〜10cmに規制される。また、一枚あたりの幅は例えば2〜4mであるが、長さ方向に対しては、現地縫合、または面ファスナーなどにより接合されて必要面積分を覆うことができる。
【0025】
ベントナイト26は粉体ないしは粒状のベントナイト単体を用いてもよいし、これに遮水性を損わない範囲の適宜混合比で山砂、現地発生土砂、あるいはパーライト、溶融スラグなどのリサイクル材からなる土質材料を混合してもよい。
【0026】
このベントナイト26は前述のごとく遮水材として機能するもので、このものの持つ性質としては自重の5〜10倍以上水を吸収して膨潤するものであるが、遮水マット12の表面にしみこんだ水により表面層が膨潤し、初期遮水層を形成する。
【0027】
そして、ベントナイト26の膨潤により遮水マット12はその厚み方向に膨張しようとするが、間隔調整材24bによって、その厚さが5〜10cmに規制されるため、内側は乾燥したままの状態に保持され、膨潤余力として遮水マット12内に蓄積され、以後遮水材として機能を持続する。
【0028】
前記間隔調整材24bは、例えば、撚糸に樹脂コーティングして撥水性をもたらすとともに、前記水道となる空間部を樹脂により閉塞したものでが用いられ、この樹脂としてはウレタン,塩化ビニールなどが用いられる。
【0029】
また、撚り加工のない一本物の線状ないしは丸棒状またはテープ状の繊維なども用いられ、この種の繊維としては、ポリエチレン,ポリプロピレンなどが掲げられる。
【0030】
これら各素材からなる間隔調整材24bは通常の取付け方法により、各透水性布地24aの12の上下を貫通して取付けられる。なお、間隔調整材24bの各透水性布地24aに対する貫通部にも撥水性樹脂などを塗布しておけば、さらに遮水効果を増すことができる。
【0031】
図2は、以上の各素材からなる間隔調整材と従来の合成繊維撚糸を用いた場合における透水係数を測定した場合を示す。また、ベントナイト充填部位の透水係数も示す。なお、測定に用いた各素材の配置間隔は、縦横共に100mm間隔であり、また透水性布地24aとしては1100デシテックスと、比較的目の詰ったポリエステル樹脂繊維織布を用いた。
【0032】
この図2に示す結果から、従来の間隔調整材を用いたものが、処分場土質遮水基準(k=1.0×10−6cm/s)よりも高い値である約1.0×10−5cm/sとなっており、遮水性が低いが、コーティング撚糸あるいは一本物の繊維を用いた場合には、いずれも基準を満たしていることが示され、ベントナイトによる遮水性能を阻害することがないことが確認された。
【0033】
【発明の効果】
以上の説明により明らかなように、本発明によるベントナイトを充填した遮水マットにあっては、間隔調整材を原因とする遮水性低下を未然に防止できる。
【図面の簡単な説明】
【図1】本発明方法を廃棄物処分場に適用した一部を拡大部分を含む断面図である。
【図2】透水係数と間隔調整材との関係を示すグラフである。
【図3】透水係数と従来の間隔調整材の配置間隔との関係を示すグラフである。
【図4】従来の間隔調整材の不具合を示す模式的拡大図である。
【符号の説明】
1 廃棄物処分場
10 遮水工
12 遮水マット
24a 透水性布地
24b 間隔調整材
26 ベントナイト
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a waterproof mat filled with bentonite.
[0002]
[Prior art]
It has been proposed to construct a water-blocking structure using bentonite-mixed soil when forming a water-blocking layer at a waste disposal site, a reservoir, a regulating pond, or a scenic pond. In this method, a bentonite-mixed soil is spread on a water-impervious construction surface and compacted by compaction to form a water-permeable layer having a small water permeability.
[0003]
By the way, in actual construction, the water barrier varies due to the thickness of the bentonite mixture soil and the method of compaction, and there are concerns about poor construction stability and poor quality reliability, especially on slopes. there were.
[0004]
On the other hand, a method has been developed in which a bag made of a water-permeable fabric is laid on a water-impervious construction surface, and the inside thereof is filled with bentonite powder to form a water-impervious mat (see Patent Document 1).
[0005]
In this method, the swelling thickness of bentonite in a state where water has penetrated is restricted and regulated by a spacing adjusting means provided between the fabrics constituting the outer skin of the water-blocking mat. There are advantages such as uniformity of aqueous solution.
[0006]
[Patent Document 1]
Patent No. 2735706 Specification
[Problems to be solved by the invention]
Synthetic fiber twisted yarn, tape, synthetic resin sheet, or the like is used as the spacing adjusting material used for the water-proof mat, but usually, synthetic fiber twisted yarn is used. In addition, the water-blocking mat is sewn in a factory by passing a gap adjusting material made of a synthetic fiber twisting thread through the top and bottom of the mat.
[0008]
Then, at the construction site, the mat is filled with bentonite by pumping and pumping, so that the mat is inflated, and the thickness of the inflated material is regulated by the spacing adjusting material.
[0009]
However, for example, a permeability coefficient k required for a soil impermeable layer in consideration of application to a waste disposal site is k = 1.0 × 10 −6 cm / s or less, which is set as a soil impermeable standard. However, the permeability coefficient k of the arrangement portion of the spacing adjusting material was in the order of 10 −5 to 10 −4 cm / s, which was considerably lower than the required value, and there was a problem in application.
[0010]
FIG. 3 is a graph showing the relationship between the number of arrangements per area of 19.6 cm 2 and the water permeability when a synthetic fiber twisted yarn is used as the spacing adjusting material. As is clear from this graph, as the number of twisted yarns increases, the water permeability tends to increase, and it has been confirmed that there is a problem in the water shielding at the location where the twisted yarns are arranged.
[0011]
Thus, it is presumed that the space between the fibers of the twisted yarn penetrating the upper and lower sides of the water-insulating mat forms a water supply (Mizumichi) by capillary action and performs a water-conducting action inside the mat.
[0012]
That is, as shown in FIG. 4, the twisted yarn a is a strand (stub wire) a1 obtained by bundling dozens of many yarns and gathering them, and further gathering three to four strands to form a single strand. It is presumed that a space b is formed at the center of the aggregate of the strands a1 and a space b is formed at the center of the aggregate of the strands a1, and water penetrates through the space b. In addition, what is shown by the code | symbol c in the figure is the bentonite powder filled at the periphery of the yarn a.
[0013]
Therefore, although it is sufficient to reduce the number of the spacing adjusting members, in this case, the thickness of the mat is irregular, and the expansion cannot be restricted. Therefore, the water blocking at the maximum expansion position is also reduced.
[0014]
The present invention has been made to solve the above problems, and its object is to configure a gap adjusting material with a material having a non-water-conducting effect so that a decrease in water blocking caused by the gap adjusting material can be prevented. The present invention provides a water-proof mat filled with bentonite.
[0015]
[Means for Solving the Problems]
In order to achieve the above object, the waterproofing mat of the present invention is configured such that a bag made of a water-permeable cloth whose periphery is closed and whose expansion thickness is restricted by a spacing adjusting material is laid on a waterproofing work surface, Filling the inside with bentonite to form a water-blocking mat, water penetrates into the water-blocking mat, and is used in a construction method in which the bentonite hydrates and swells to form a water-blocking layer, and the gap adjusting material is It is characterized by being made of an impermeable binding material having no space between fibers.
[0016]
Therefore, in the present invention, a water supply (water path) is not formed by the fiber space, whereby it is possible to prevent water from penetrating into the water impermeable mat, and it is possible to obtain a water impermeable performance adapted to the water impermeability of bentonite.
[0017]
In the present invention, as the water-impermeable binding material, a twisted yarn made water-repellent by resin coating, or a linear or rod-like fiber or a tape-like fiber without twisting can be used.
[0018]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 shows a waste disposal site 1 to which the present invention is applied. The disposal site 1 is constructed using a slope such as a mountain valley, and is covered with a water-blocking work 10 from the slope 1a to the bottom 1b, and the peripheral ground E and the disposal site 1 are liquid-tight. Is divided into
[0019]
A water-blocking mat 12 is laid all over the slope 1a and the bottom 1b of the water-blocking construction 10. The upper edge of the water-impervious mat 12 is wound around and fixed to a fixing work 14 buried in the ground surface portion GL in the vicinity of the slope portion 1a, and is covered with protective soil 16 on the bottom surface portion 1b side.
[0020]
Further, a water-blocking sheet 18 and a protection mat 20 are laid on the upper surface of the slope 1a of the water-blocking mat 12, and the lower edge is located on the bottom 1b, and the same is fixed with the protection soil 16.
[0021]
In the above-described layer structure, the impermeable sheet 18 is a sheet made of, for example, rubber-asphalt, the protective soil 16 is made of general earth and sand, such as mountain sand and locally collected earth and sand, and the protective mat 20 is made of, for example, a material such as nonwoven fabric. The upper edge of the water-impervious sheet 18, together with the water-impervious mat 12, is wound around and fixed to a fixing work 14.
[0022]
After the construction of the water shield 10, the waste and the cover soil are alternately buried in the disposal site 1, and the waste can be used until the inside of the disposal site 1 is reclaimed.
[0023]
As shown in an enlarged view in a part of FIG. 1, the waterproof mat 12 includes a pair of permeable fabrics 24a made of a woven polyester resin fiber woven cloth and the like, which is closed in a bag shape by sewing or the like. The space adjusting member 24b connects the two fabrics 24a at a predetermined interval, and the bentonite 26 is filled in the inside of the bag between the two fabrics 24a.
[0024]
The maximum thickness of the waterproof mat 12 is regulated to, for example, 5 to 10 cm in accordance with the length of the gap adjusting member 24b. In addition, the width per sheet is, for example, 2 to 4 m, but in the length direction, it can be joined by local suturing or a hook-and-loop fastener to cover a necessary area.
[0025]
As the bentonite 26, powder or granular bentonite alone may be used, or a soil composed of recycled material such as mountain sand, locally generated earth and sand, or pearlite or molten slag at an appropriate mixing ratio within a range that does not impair the water shielding property. Materials may be mixed.
[0026]
The bentonite 26 functions as a water-blocking material as described above, and has a property of absorbing water 5 to 10 times or more of its own weight and swelling, but has penetrated into the surface of the water-blocking mat 12. The water swells the surface layer to form an initial impermeable layer.
[0027]
The water impermeable mat 12 tends to expand in the thickness direction due to the swelling of the bentonite 26, but the thickness is regulated to 5 to 10 cm by the spacing adjusting material 24b, so that the inside is kept dry. Then, the water is accumulated in the impermeable mat 12 as surplus swelling power, and thereafter, the function of the impermeable material is maintained.
[0028]
The spacing adjuster 24b is, for example, a resin that coats the twisted yarn with a resin to provide water repellency and has a space that serves as the tap water closed with a resin. As the resin, urethane, vinyl chloride, or the like is used. .
[0029]
In addition, a single linear or round rod-shaped or tape-shaped fiber without twisting may be used, and examples of this kind of fiber include polyethylene and polypropylene.
[0030]
The spacing adjusting member 24b made of each of these materials is attached through the upper and lower portions of each of the water permeable fabrics 24a by a normal attaching method. In addition, if a water-repellent resin or the like is applied to the penetrating portion of each of the spacing adjusting members 24b with respect to each of the water-permeable cloths 24a, the water-shielding effect can be further increased.
[0031]
FIG. 2 shows a case where the water permeability was measured in the case where the spacing adjusting material made of each of the above materials and a conventional synthetic fiber twisted yarn were used. In addition, the permeability coefficient of the bentonite-filled portion is also shown. The arrangement intervals of the materials used in the measurement were 100 mm in both the vertical and horizontal directions, and the water-permeable cloth 24a was 1100 dtex and a relatively tightly woven polyester resin fiber cloth.
[0032]
From the results shown in FIG. 2, the results obtained by using the conventional spacing adjusting material were about 1.0 ×, which is higher than the soil impermeability standard of the disposal site (k = 1.0 × 10 −6 cm / s). It is 10 −5 cm / s, and the water barrier property is low. However, when a coated twisted yarn or a single fiber is used, it is shown that both meet the criteria, and the water barrier performance by bentonite is impaired. It was confirmed that there would be no.
[0033]
【The invention's effect】
As is clear from the above description, in the water-blocking mat filled with bentonite according to the present invention, it is possible to prevent a decrease in water-blocking due to the spacing adjusting material.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view including an enlarged part of a part in which the method of the present invention is applied to a waste disposal site.
FIG. 2 is a graph showing a relationship between a water permeability and an interval adjusting material.
FIG. 3 is a graph showing a relationship between a water permeability and an arrangement interval of a conventional interval adjusting member.
FIG. 4 is a schematic enlarged view showing a defect of a conventional gap adjusting material.
[Explanation of symbols]
1 Waste Disposal Site 10 Waterproofing Work 12 Waterproofing Mat 24a Water-permeable Fabric 24b Interval Adjustment Material 26 Bentonite

Claims (3)

周囲が閉ざされ、かつ間隔調整材により膨張厚みを制限された透水性布地からなる袋体を遮水施工面に敷設し、該袋体内部にベントナイトを充填して遮水マットとし、該遮水マットに水が浸透することで、前記ベントナイトを水和膨潤させて遮水層を形成する施工方法に用いられ、
前記間隔調整材が、繊維間の空間のない非透水性の結束材料から構成されていることを特徴とするベントナイトを充填した遮水マット。
A bag made of a water-permeable cloth whose periphery is closed and whose expansion thickness is restricted by a spacing adjusting material is laid on the water-impervious construction surface, and the inside of the bag is filled with bentonite to form a water-impervious mat. By penetrating water into the mat, the bentonite is hydrated and swelled, and is used in a construction method of forming a water barrier layer,
The water-blocking mat filled with bentonite, wherein the spacing adjusting material is made of a non-permeable tying material having no space between fibers.
前記非透水性結束材料が、撚糸を樹脂コーティングにより撥水性としたものであることを特徴とする請求項1に記載のベントナイトを充填した遮水マット。The water impermeable mat filled with bentonite according to claim 1, wherein the impermeable tying material is a twisted yarn made water repellent by resin coating. 前記非透水性結束材料が、撚り加工のない線状ないし棒状の繊維あるいはテープ状繊維であることを特徴とする請求項1に記載のベントナイトを充填した遮水マット。The water impermeable mat filled with bentonite according to claim 1, wherein the impermeable binding material is a linear or rod-like fiber or a tape-like fiber that is not twisted.
JP2002367667A 2002-12-19 2002-12-19 Water shielding mat filled with bentonite Expired - Fee Related JP4167484B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222874A (en) * 2009-03-24 2010-10-07 Ohbayashi Corp Construction method for water shutting-off layer by bentonite and bentonite spreading machine
JP2012017594A (en) * 2010-07-07 2012-01-26 Ohbayashi Corp Water shielding structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222874A (en) * 2009-03-24 2010-10-07 Ohbayashi Corp Construction method for water shutting-off layer by bentonite and bentonite spreading machine
JP2012017594A (en) * 2010-07-07 2012-01-26 Ohbayashi Corp Water shielding structure

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