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JP4074401B2 - Waste disposal site - Google Patents
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JP4074401B2 - Waste disposal site - Google Patents

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Publication number
JP4074401B2
JP4074401B2 JP01563599A JP1563599A JP4074401B2 JP 4074401 B2 JP4074401 B2 JP 4074401B2 JP 01563599 A JP01563599 A JP 01563599A JP 1563599 A JP1563599 A JP 1563599A JP 4074401 B2 JP4074401 B2 JP 4074401B2
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Japan
Prior art keywords
water
sand
layer
protective layer
disposal site
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Expired - Fee Related
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JP01563599A
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Japanese (ja)
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JP2000210632A (en
Inventor
卓 大堀
孝浩 清水
享 横塚
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Priority to JP01563599A priority Critical patent/JP4074401B2/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

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  • Processing Of Solid Wastes (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、保護層を有する廃棄物処分場に関する。
【0002】
【従来の技術】
図7ないし図10は、産業廃棄物を堆積して処分するための廃棄物処分場の一例を示す断面図であり、各図において、1aは地盤1を凹状に掘削した掘削部、2は掘削部1aの表面を覆う遮水層、3は遮水層2の上に敷設された遮水シート、4は遮水シート3の法面5の上側に敷設されて、遮水シート3を保護する保護マット、6は遮水シート3の底部7側に堆積されて、シート3を保護する保護砂である。
【0003】
上記遮水層2は、通常主材となる砂及び砂利等の骨材と、ベントナイトやカオリン等を含む低透水性材料と、これらを固めるセメント等の固化材料とをミキサで攪拌混合して遮水構造材とし、この遮水構造材を打設して、遮水層2として築造している。掘削部1a、法面5は実際には平坦でなく、図9、図10に示す如く岩等の地山の変状による凹凸があり、この凹凸の上に、表面が平坦になるように遮水層2を築造している。
【0004】
この遮水層2の上を平滑化して、遮水シート3を密着させて敷設し、このシート3の上に厚さが10mm程度の不織布から成る保護マット4を敷設し、保護砂6を入れて、廃棄物処分場として完成する。保護マット4は、遮光性能を持たせ、熱および紫外線が遮水シート3に届かないようにして遮水シート3の劣化を防ぐものである。
【0005】
図9に示すように廃棄物処分場が完成した後に、廃棄物をこの処分場に廃棄するには、保護マット4と保護砂6との隅部8に保護土砂を盛り、法面5の斜面に沿って崩れずに自立できる高さまでの覆土9を設けながら、廃棄処分を行っている。すなわち、この覆土9で保護砂6の周辺を囲み、堆積物10自体に含まれる角材12とかパイプ、アングル、釘等の鋭利なものとかあるいは、この堆積物10を平坦に均す重機が遮水シート3を傷つけないように覆土9で保護した状態で、保護砂6の上に廃棄物等の堆積物10を堆積する。
【0006】
保護砂6上に投入された堆積物10は、重機で均されるが、保護マット4に重機が接触してしまうと、遮水シート3を破損させてしまう。そのために覆土9を設けて遮水シート3を保護し、重機で作業を行い、堆積物10を堆積している。
【0007】
堆積を続けると、堆積物10が覆土9を超えそうになるので、図10に示すように覆土9の上に保護マット4に接するように保護土砂を盛り、覆土11を設けて遮水シート3を保護した上で、堆積物10を堆積する。堆積を続けると、堆積物10が覆土11を超えそうになるので、覆土11の上に保護マット4に接するように保護土砂を盛り、更に覆土を設けて、堆積物10を堆積していた。このように常に堆積物10を囲むように、この堆積物10より高くなるように保護土砂を盛り続けて、堆積物10を堆積するという面倒な作業を実施していた。
【0008】
【発明が解決しようとする課題】
従来の廃棄物処分場によれば、まず第1に堆積物10の廃棄の過程で逐次覆土9,11を堆積しなければならないという面倒な手間を要していた。第2に覆土9,11は強度が弱く、法面5に沿って崩れてしまい易いので、自立できる量で保護土砂を盛り続けて、常に堆積物10よりも高くなるように厚みのある覆土9,11を設けるという面倒な作業を行うために、覆土9,11の築造に時間を奪われてしまって堆積物10の処分を比較的短時間で行えないという欠点があった。第3に直射日光が遮水シート3に照射されることにより、直射日光に含まれる紫外線等で遮水シート3が変成されて、遮水性能を落とさないようにするために遮光性能のある保護マット4で遮水シート3を被っているが、この遮水シート3の覆土9,11で被われていない上部13が鳥等の小動物、気候の変化による伸縮等でめくれてしまうおそれがあり、遮水シート3の保守管理が面倒であるという欠点を有していた。
【0009】
本発明は上記問題点を解消するためになされたもので、覆土9,11の築造を不要として処分場への堆積物10の堆積を容易にかつ比較的短時間で行えるようにするとともに鳥等の小動物、気候の変化による伸縮等に対処するための特別な管理を不要とするものである。
【0010】
【課題を解決するための手段】
本発明の請求項1に記載の廃棄物処分場は、遮水シートを設けて構成した廃棄物処分場において、上記遮水シートの表面に砂と連続繊維とが吹付けられて形成された保護層を備え、保護層は、圧縮空気で砂を遮水シートの表面に吹付けるときに、砂と連続繊維とが混ぜ合わさるように、砂を吹付ける遮水シートの表面と同一箇所に高圧水で連続繊維を吹付けることによって形成されたことを特徴とする。
【0011】
本発明の請求項2に記載の廃棄物処分場は、上記保護層の上に、繊維入り砂を吹付けて成る緑化層を形成したものである。
【0012】
【発明の実施の形態】
以下、本発明の実施の形態について図面に基づき説明する。
【0013】
実施の形態1.
図1ないし図2は、本発明の実施の形態1に係わる廃棄物処分場の一例を示す断面図であり、図7ないし図10と同じものは同一符号を用いている。
この場合、21は遮水シート3の表面に連続繊維22と砂23を吹付けて形成した保護層、24は保護層21の上に連続繊維25と砂26と肥料等の土壌改良材を吹付けて形成した緑化層、27は緑化層24に植生された植物である。遮水シート3の表面に保護層21と緑化層24から形成された遮光性を有する保護層Aを設けたものである。
遮光性が高い砂23,26を用いた保護層21、緑化層24で、遮水シート3に直射日光が入射しないように光を遮ることで、遮水シート3の変成を防ぎ、遮水シート3の遮水性能を落とさないようにするとともに、砂23,26に1%程度のポリエステルから形成された繊維22,25を混合して保護層21、緑化層24の強度を補うことで、重機が遮水シート3の上で作業を行うときや、廃棄物等の堆積物10が遮水シート3を傷付けないように保護するものである。
繊維22,25を混合することで、砂23,26の粒子との間で相互の摩擦により結合され、ループ状や交差した繊維22,25が砂23,26の相対的移動を妨げて強度を補強している。
【0014】
この保護層Aの築造方法は、従来と同様にして、凹状に遮水シート3を敷設し、保護砂6を入れた後に、この遮水シート3の表面に保護層21、緑化層24を築造する。
【0015】
この保護層21と緑化層24とを吹付ける装置を説明すると、図3に示すように、31は砂23,26を混合する吹付機、32は吹付機31に圧縮空気を供給するコンプレッサー、33は吹付機31に接続され砂23,26が混合された圧縮空気が通るホース、34はホース33に接続され、砂23,26の吹付け方向を決めるイジェクター、35はイジェクター34から砂23,26を吹付けるノズル、36aは繊維22,25を吹付ける水36を貯めるタンク、37は水36を高圧にする高圧ポンプ、38は高圧水36が通るホース、39はホース38からの高圧水36と繊維22,25とを混合するイジェクター、40はイジェクター39への繊維22,25の供給量を管理する管理装置、40aは管理装置40へ供給する繊維22,25が巻き付けられたスレッドフィーダー、41は高圧水36にのせて繊維22,25を吹付けるノズル、42は吹付機31と高圧ポンプ37とに電源を供給する発電機である。
【0016】
遮水シート3の表面に保護層21を吹付ける装置を用いて築造する方法を説明する。図4に示すように、砂23をノズル35から圧縮空気を加えて法面5上側の遮水シート3表面に吹付けるときに、砂23と混ぜ合わさるように、繊維22をノズル41から圧縮された高圧水36で遮水シート3の同一個所に吹付ける。圧縮空気で繊維22を吹付けると繊維22が上の方向に飛んでしまうので、水36を含ませて混合したものを吹付けるようにする。
【0017】
この保護層21の上に緑化層24を吹付けるときも同様にして、砂26に加えて栄養分を含むように土壌改良材を吹付機31で混合して、土壌が改良された砂26をノズル35から圧縮空気を加えて保護層21の表面に吹付けるときに、繊維25をノズル41から高圧水36とともに吹付けて、緑化層24を吹付けた後に砂26の表面をへら等でならすようにして平滑化する。繊維22,25は、水36とともに吹付けるので、切れ目がなく、連続したものが望ましい。この緑化層24で植物27が育成できるようにして、緑化層24を築造し、処分場として完成する。
【0018】
保護層21、緑化層24は、砂23,26と繊維22,25が緊密に結合しているために強度が従来の覆土9,11よりも強く、法面5の斜面に沿って崩れることがなく自立して、容易に法面5の全てを覆うことができ、遮水シート3が露出せずに、1回の施工で希望する厚さで法面5に築造できる。
【0019】
強度があるので、覆土9,11よりも薄い層厚で保護層21、緑化層24を施工することができ、薄い層厚なので堆積物10を堆積する容量が大きくできる。
【0020】
処分場が完成した後に、図5に示すように、保護砂6と緑化層24との上に堆積物10を重機で運搬して堆積する。処分場が完成時には、その前に保護層21、緑化層24が完成しているので、重機が緑化層24の上で作業を行っても、保護層21で遮水シート3を保護しているので遮水シート3の破損がないために覆土9,11を設ける必要がない。
【0021】
堆積物10の中に角材12が混合していても、保護層21、緑化層24は強度があるので、緑化層24に角材12が落下しても、緑化層24の表面に突き刺さり、一部の植物27が傷つけられるが、遮水シート3は保護層21で覆われているので、角材12の先端が遮水シート3に突き刺さることがなく、破損することがない。
【0022】
保護層21、緑化層24の降伏ひずみは、6〜10%程度であり、砂23,26のみの降伏ひずみが2〜6%であることに比べて、不同沈下等によって局所的なひずみが生じた場合でも、このひずみに追従して変形することができ、遮水シート3が露出することを防ぐ。
【0023】
保護層21、緑化層24の透水係数は、1%程度の繊維22,25が混合されているので、砂23,26のみの透水係数とほぼ同じであり、同等の遮水性能を持つ。
【0024】
緑化層24は、砂26と繊維25が緊密に結合しているため、雨がふって表面に水が流れても、ごく一部の砂26が流出してしまうが、繊維25が内部を保護するので、法面5の斜面に沿って崩れることがなく、長期に渡り露出しても緑化層24は変成しない。更に、緑化層24は植物27の根が繊維25と複雑に絡み合い、相互で強度を高めている。保護層21の上に緑化層24を設けるので、現地と同じ種類の植物27を用いてもよく、周囲との景観に適合して景観を崩すことがない。
【0025】
図6に示すように、保護マット4よりも遮光性が高い砂23,26で法面5の全てを覆うことができるので、直射日光が緑化層24に入射しても植物27が光を遮り、緑化層24の砂26で光を遮る。そのために直射日光は緑化層24で吸収されてしまい、遮水シート3まで直射日光が届くことがなく、遮水シート3は変成せずに、遮水性能を落とすことがなく、長期に渡って遮水性能を発揮することができる。
【0026】
砂23,26は購入した砂を用いても良く、地盤1を凹状に掘削したときに発生する現地発生土を用いてもよい。この現地発生土を乾かして、砂状にする。この砂状の現地発生土を用いて保護層21、緑化層24を築造してもよい。
【0027】
なお、保護層21を吹付けるときに、砂23にセメントを混合すれば、このセメントが強度を発現すると、緑化層24の植物27の根が保護層21に進入することがなく、遮水シート3に植物27に根が進入せずに破損することがない。
【0028】
また、強度を補う繊維22,25は、ポリエステルの他に、ナイロン、ポリプロピレン、ポリ塩化ビニル繊維、ガラス繊維、シリコンカーバイド繊維、炭素繊維、セラミックスファイバー、スチール繊維、ポリエステル、綿糸、麻、レーヨン、アセテート繊維、絹糸、毛等のいずれかの1つ又は複数又は全てを用いてもよい。
【0029】
このように、遮水シート3に直射日光が入射しないように遮水シート3の表面に繊維22,25を混合した遮光性の高い砂23,26を吹付けて、保護層21と緑化層24から形成された遮光性を有する保護層Aを設けたので、直射日光が入射しても保護層21と緑化層24とが直射日光を遮り、この日光が遮水シート3までに届くことがないので、この日光の紫外線で遮水シート3が変成することがなく、遮水シート3の遮水性能を落とさないようにすることができる。
また、遮水シート3の上に保護層Aを設け、保護層Aには、強度を補強する繊維22,25が砂23,26に混合されているので、保護層Aの上で重機が作業を行っても遮水シート3を傷つけることがなく、堆積物10に角材12が入っていても、この角材12が遮水シート3を破損させることがなく、保護することができる。
【0030】
【発明の効果】
以上説明したように、請求項1に記載の発明によれば、遮水シートの表面に砂と連続繊維とが吹付けられて形成された保護層を備え、保護層は、圧縮空気で砂を遮水シートの表面に吹付けるときに、砂と連続繊維とが混ぜ合わさるように、砂を吹付ける遮水シートの表面と同一箇所に高圧水で連続繊維を吹付けることによって形成されたので、一定の高さまで廃棄物を堆積する都度、覆土を堆積する必要がないので、廃棄物の処分を容易かつ比較的短時間で行え、また、鳥等の小動物、気候の変化による伸縮等に対する特別な配慮が必要とならず、保守管理が容易となる。
【0031】
また、請求項2に記載の発明によれば、上記保護層の上に、繊維入り砂を吹付けて成る緑化層を形成したので、一定の高さまで廃棄物を堆積する都度、覆土を堆積する必要がないので、廃棄物の処分を容易かつ比較的短時間で行え、また、鳥等の小動物、気候の変化による伸縮等に対する特別な配慮が必要とならず、保守管理が容易となるとともに、植生が可能となり周囲の景観を崩すことがない。
【図面の簡単な説明】
【図1】 本発明の実施の形態1に係わる廃棄物処分場の構成を示す断面図である。
【図2】 実施の形態1に係わる廃棄物処分場の構成を示す断面図である。
【図3】 実施の形態1に係わる廃棄物処分場を吹付ける装置を示すブロック図である。
【図4】 実施の形態1に係わる廃棄物処分場の吹付けを示す断面図である。
【図5】 実施の形態1に係わる廃棄物処分場に廃棄物を堆積した断面図である。
【図6】 実施の形態1に係わる廃棄物処分場に直射日光が照射したときの断面図である。
【図7】 従来の廃棄物処分場の構成を示す断面図である。
【図8】 従来の廃棄物処分場の構成を示す断面図である。
【図9】 従来の廃棄物処分場に廃棄物を堆積した断面図である。
【図10】 従来の廃棄物処分場に廃棄物を堆積した断面図である。
【符号の説明】
1 地盤、1a 掘削部、2 遮水層、3 遮水シート、5 法面、6 保護砂、21 保護層、22 繊維、23 砂、24 緑化層、25 繊維、26 砂、27 植物、A 保護層。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a waste disposal site having a protective layer.
[0002]
[Prior art]
FIGS. 7 to 10 are cross-sectional views showing an example of a waste disposal site for depositing and disposing of industrial waste. In each figure, 1a is an excavation part in which the ground 1 is excavated in a concave shape, and 2 is an excavation. A water shielding layer 3 covering the surface of the part 1a, 3 is a water shielding sheet laid on the water shielding layer 2, and 4 is laid on the upper side of the slope 5 of the water shielding sheet 3 to protect the water shielding sheet 3. The protective mat 6 is protective sand that is deposited on the bottom 7 side of the water-impervious sheet 3 and protects the sheet 3.
[0003]
The water-blocking layer 2 is usually formed by mixing agglomerates such as sand and gravel as main materials, a low water-permeable material including bentonite and kaolin, and a solidified material such as cement that hardens them with a mixer. The water-impervious structure material is formed as a water-impervious layer 2 by placing the impermeable-structure member. The excavation part 1a and the slope 5 are not actually flat, and there are irregularities due to deformation of natural ground such as rocks as shown in FIG. 9 and FIG. 10, and the surface is flattened on the irregularities. A water layer 2 is built.
[0004]
The surface of the water shielding layer 2 is smoothed, and the water shielding sheet 3 is laid in close contact. A protective mat 4 made of a non-woven fabric having a thickness of about 10 mm is laid on the sheet 3, and protective sand 6 is placed. It will be completed as a waste disposal site. The protective mat 4 has light shielding performance and prevents deterioration of the water shielding sheet 3 by preventing heat and ultraviolet rays from reaching the water shielding sheet 3.
[0005]
After the waste disposal site is completed as shown in FIG. 9, in order to dispose of the waste at this disposal site, the protective earth and sand are piled up at the corners 8 of the protective mat 4 and the protective sand 6, and the slope of the slope 5 Disposal is carried out while providing a covering soil 9 up to a height that can stand on its own without breaking down. That is, the surrounding soil of the protective sand 6 is surrounded by the covering soil 9 and a sharp member such as a square member 12 or a pipe, an angle, or a nail included in the deposit 10 itself, or a heavy machine for leveling the deposit 10 is impermeable to water. In a state where the sheet 3 is protected by the covering soil 9 so as not to be damaged, a deposit 10 such as waste is deposited on the protective sand 6.
[0006]
The deposit 10 put on the protective sand 6 is leveled by heavy machinery, but if the heavy machinery comes into contact with the protective mat 4, the water shielding sheet 3 is damaged. For this purpose, a cover soil 9 is provided to protect the water-impervious sheet 3, work is performed with heavy machinery, and deposits 10 are deposited.
[0007]
If the deposition is continued, the deposit 10 is likely to exceed the cover soil 9. Therefore, as shown in FIG. 10, as shown in FIG. , And deposit 10 is deposited. If the deposition is continued, the deposit 10 is likely to exceed the covering soil 11, so that the protective earth and sand were put on the covering soil 11 so as to be in contact with the protective mat 4, and the covering 10 was further provided to deposit the deposit 10. Thus, the troublesome work of continuously depositing the protective earth and sand so as to be higher than the deposit 10 so as to surround the deposit 10 and depositing the deposit 10 has been performed.
[0008]
[Problems to be solved by the invention]
According to the conventional waste disposal site, first, the troublesome labor of firstly depositing the covering soils 9 and 11 in the process of discarding the deposit 10 has been required. Secondly, since the covering soils 9 and 11 are weak in strength and tend to collapse along the slope 5, the covering soil 9 having a thickness so as to be always higher than the deposit 10 by continuously depositing the protective earth and sand in an amount capable of being independent. In order to perform the troublesome work of installing the cover soils 11 and 11, it takes time to build the cover soils 9 and 11, and the deposit 10 cannot be disposed of in a relatively short time. Thirdly, since the water shielding sheet 3 is irradiated with the direct sunlight, the water shielding sheet 3 is transformed by the ultraviolet rays contained in the direct sunlight, so that the water shielding performance is not deteriorated. Although the mat 4 covers the impermeable sheet 3, the upper portion 13 of the impermeable sheet 3 that is not covered with the covering soil 9, 11 may be turned by a small animal such as a bird, expansion / contraction due to climate change, It had the fault that the maintenance management of the impermeable sheet 3 was troublesome.
[0009]
The present invention has been made in order to solve the above-mentioned problems, and it is possible to deposit the deposit 10 on the disposal site easily and in a relatively short time without the need to construct the cover soils 9 and 11, and for birds and the like. Special management to cope with the small animals and the expansion and contraction due to climate change.
[0010]
[Means for Solving the Problems]
The waste disposal site according to claim 1 of the present invention is a waste disposal site configured by providing a water shielding sheet, and formed by spraying sand and continuous fibers onto the surface of the water shielding sheet. The protective layer has high pressure water at the same location as the surface of the water-insulating sheet to which the sand is sprayed so that the sand and continuous fibers are mixed when the sand is sprayed onto the surface of the water-insulating sheet with compressed air. It is formed by spraying continuous fibers.
[0011]
The waste disposal site according to claim 2 of the present invention is such that a greening layer formed by spraying fiber-containing sand is formed on the protective layer.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[0013]
Embodiment 1 FIG.
1 to 2 are cross-sectional views showing an example of a waste disposal site according to Embodiment 1 of the present invention, and the same components as those in FIGS. 7 to 10 are denoted by the same reference numerals.
In this case, 21 is a protective layer formed by spraying continuous fibers 22 and sand 23 on the surface of the water-impervious sheet 3, 24 is spraying continuous fibers 25, sand 26, and soil improvers such as fertilizer on the protective layer 21. The attached greening layer 27 is a plant vegetated on the greening layer 24. A protective layer A having a light shielding property formed from the protective layer 21 and the greening layer 24 is provided on the surface of the water shielding sheet 3.
The protective layer 21 and the greening layer 24 using the sands 23 and 26 having high light-shielding properties block the light so that the direct sunlight does not enter the water-impervious sheet 3, thereby preventing the water-impervious sheet 3 from being transformed. 3 so as not to deteriorate the water-insulating performance of 3 and to mix the fibers 22 and 25 made of about 1% polyester with the sands 23 and 26 to supplement the strength of the protective layer 21 and the greening layer 24. When the work is performed on the water-impervious sheet 3, or the deposit 10 such as waste is protected so as not to damage the water-impervious sheet 3.
By mixing the fibers 22 and 25, the particles 23 and 26 are bonded to each other by friction, and the looped or crossed fibers 22 and 25 prevent the relative movement of the sands 23 and 26, thereby increasing the strength. It is reinforced.
[0014]
The protective layer A is constructed in the same manner as in the prior art by laying the water-impervious sheet 3 in a concave shape, putting protective sand 6, and then building the protective layer 21 and the greening layer 24 on the surface of the water-impervious sheet 3. To do.
[0015]
An apparatus for spraying the protective layer 21 and the greening layer 24 will be described. As shown in FIG. 3, 31 is a sprayer for mixing sand 23 and 26, 32 is a compressor for supplying compressed air to the sprayer 31, 33 Is a hose through which compressed air mixed with sand 23 and 26 passes and is connected to the sprayer 31, 34 is connected to the hose 33, an ejector for determining the spraying direction of the sand 23 and 26, and 35 from the ejector 34 to the sand 23 and 26. 36a is a tank for storing water 36 for blowing the fibers 22 and 25, 37 is a high pressure pump for increasing the pressure of the water 36, 38 is a hose through which the high pressure water 36 passes, 39 is high pressure water 36 from the hose 38, An ejector that mixes the fibers 22 and 25, 40 is a management device that manages the supply amount of the fibers 22 and 25 to the ejector 39, and 40 a is a fiber 22 that is fed to the management device 40 Thread feeder 5 is wound, 41 blowing the fibers 22, 25 is placed on the high-pressure water 36 nozzle, 42 is a generator supplying power to the sprayer 31 and the high-pressure pump 37.
[0016]
The method of building using the apparatus which sprays the protective layer 21 on the surface of the water-impervious sheet 3 will be described. As shown in FIG. 4, the fibers 22 are compressed from the nozzle 41 so as to be mixed with the sand 23 when the compressed air is applied from the nozzle 35 and sprayed onto the surface of the water shielding sheet 3 on the upper side of the slope 5. The high pressure water 36 is sprayed on the same part of the water shielding sheet 3. When the fibers 22 are blown with compressed air, the fibers 22 fly upward, so that the mixed water containing water 36 is blown.
[0017]
Similarly, when the greening layer 24 is sprayed on the protective layer 21, a soil improver is mixed with the sprayer 31 so as to include nutrients in addition to the sand 26, and the sand 26 with improved soil is nozzled. When compressed air is applied from 35 and sprayed onto the surface of the protective layer 21, the fiber 25 is sprayed together with the high-pressure water 36 from the nozzle 41, and after the greening layer 24 is sprayed, the surface of the sand 26 is smoothed with a spatula or the like. To smooth. Since the fibers 22 and 25 are sprayed together with the water 36, it is preferable that the fibers 22 and 25 are continuous and continuous. The greening layer 24 is constructed so that the plant 27 can be grown on the greening layer 24, and the disposal site is completed.
[0018]
The protective layer 21 and the greening layer 24 are stronger than the conventional cover soils 9 and 11 because the sands 23 and 26 and the fibers 22 and 25 are tightly coupled, and may collapse along the slope of the slope 5. It is possible to stand by itself and easily cover all of the slope 5, and the water shield sheet 3 is not exposed and can be built on the slope 5 with a desired thickness in one construction.
[0019]
Since there is strength, the protective layer 21 and the greening layer 24 can be applied with a thinner layer thickness than the cover soils 9 and 11, and since the layer thickness is thin, the capacity for depositing the deposit 10 can be increased.
[0020]
After the disposal site is completed, as shown in FIG. 5, the deposit 10 is transported and deposited on the protective sand 6 and the greening layer 24 with a heavy machine. When the disposal site is completed, since the protective layer 21 and the greening layer 24 are completed before that, even if the heavy machinery works on the greening layer 24, the water shielding sheet 3 is protected by the protective layer 21. Therefore, it is not necessary to provide the cover soils 9 and 11 because the water shielding sheet 3 is not damaged.
[0021]
Even if the squares 12 are mixed in the deposit 10, the protective layer 21 and the greening layer 24 are strong, so even if the squares 12 fall on the greening layer 24, they stick into the surface of the greening layer 24 and partly However, since the water-impervious sheet 3 is covered with the protective layer 21, the tip of the square member 12 does not pierce the water-impervious sheet 3 and is not damaged.
[0022]
The yield strain of the protective layer 21 and the greening layer 24 is about 6 to 10%. Compared with the yield strain of only the sands 23 and 26 being 2 to 6%, local strain occurs due to non-uniform settlement. Even if it is, it can deform | transform following this distortion and it prevents that the water-impervious sheet 3 is exposed.
[0023]
The water permeability coefficient of the protective layer 21 and the greening layer 24 is almost the same as the water permeability coefficient of only the sands 23 and 26 because the fibers 22 and 25 of about 1% are mixed, and has the same water shielding performance.
[0024]
In the greening layer 24, the sand 26 and the fibers 25 are tightly coupled, so even if rain flows and water flows on the surface, a small portion of the sand 26 flows out, but the fibers 25 protect the inside. Therefore, it does not collapse along the slope of the slope 5, and the greening layer 24 does not change even if exposed for a long time. Furthermore, in the greening layer 24, the roots of the plants 27 are intricately entangled with the fibers 25, and the strength is mutually increased. Since the greening layer 24 is provided on the protective layer 21, the same kind of plant 27 as the local area may be used, and the landscape is not destroyed in conformity with the surrounding landscape.
[0025]
As shown in FIG. 6, all of the slope 5 can be covered with sand 23 and 26 having higher light blocking properties than the protective mat 4, so that the plant 27 blocks the light even when direct sunlight enters the greening layer 24. The light is blocked by the sand 26 of the greening layer 24. Therefore, the direct sunlight is absorbed by the greening layer 24, the direct sunlight does not reach the water shielding sheet 3, the water shielding sheet 3 is not transformed, and the water shielding performance is not deteriorated for a long time. Water shielding performance can be demonstrated.
[0026]
The sand 23 and 26 may be purchased sand or locally generated soil that is generated when the ground 1 is excavated into a concave shape. This locally generated soil is dried to form sand. The protective layer 21 and the greening layer 24 may be constructed using this sandy locally generated soil.
[0027]
In addition, if cement is mixed with sand 23 when spraying the protective layer 21, if this cement develops strength, the roots of the plant 27 of the greening layer 24 will not enter the protective layer 21, and the water shielding sheet. 3, roots do not enter the plant 27 and are not damaged.
[0028]
In addition to polyester, fibers 22 and 25 supplementing strength are nylon, polypropylene, polyvinyl chloride fiber, glass fiber, silicon carbide fiber, carbon fiber, ceramic fiber, steel fiber, polyester, cotton yarn, hemp, rayon, acetate. Any one or more or all of fibers, silk, hair, etc. may be used.
[0029]
As described above, the protective layer 21 and the greening layer 24 are sprayed by spraying sand 23 and 26 having high light shielding properties, in which the fibers 22 and 25 are mixed, onto the surface of the water shielding sheet 3 so that direct sunlight does not enter the water shielding sheet 3. Since the protective layer A having a light shielding property formed from is provided, even if direct sunlight enters, the protective layer 21 and the greening layer 24 block direct sunlight, and this sunlight does not reach the water shielding sheet 3. Therefore, the water shielding sheet 3 is not transformed by the ultraviolet rays of sunlight, and the water shielding performance of the water shielding sheet 3 can be prevented from being deteriorated.
In addition, a protective layer A is provided on the water-impervious sheet 3, and fibers 22 and 25 that reinforce strength are mixed in the sand 23 and 26 in the protective layer A, so that heavy machinery works on the protective layer A. Even if it performs, even if the water shielding sheet 3 is not damaged and the square material 12 is contained in the deposit 10, this square material 12 does not damage the water shielding sheet 3, and can protect.
[0030]
【The invention's effect】
As described above, according to the first aspect of the present invention, the protective layer is provided with a protective layer formed by spraying sand and continuous fibers on the surface of the water shielding sheet , and the protective layer is made of sand with compressed air. Because it was formed by spraying continuous fibers with high-pressure water on the same location as the surface of the water-impervious sheet that sprays sand so that the sand and continuous fibers are mixed when sprayed on the surface of the water-impervious sheet , Since it is not necessary to deposit soil every time the waste is deposited to a certain height, disposal of the waste can be done easily and in a relatively short time, and it is special for small animals such as birds, expansion and contraction due to climate change, etc. There is no need for consideration, and maintenance management becomes easy.
[0031]
According to the invention described in claim 2, since the greening layer formed by spraying fiber sand is formed on the protective layer, the covering soil is deposited each time the waste is deposited to a certain height. Because it is not necessary, disposal of waste can be done easily and in a relatively short time, and special care is not required for small animals such as birds, expansion and contraction due to climate change, etc. Vegetation is possible and the surrounding landscape will not be destroyed.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a configuration of a waste disposal site according to Embodiment 1 of the present invention.
FIG. 2 is a cross-sectional view illustrating a configuration of a waste disposal site according to the first embodiment.
FIG. 3 is a block diagram showing an apparatus for spraying a waste disposal site according to the first embodiment.
FIG. 4 is a cross-sectional view showing spraying of a waste disposal site according to the first embodiment.
FIG. 5 is a cross-sectional view in which waste is deposited in the waste disposal site according to the first embodiment.
6 is a cross-sectional view of the waste disposal site according to Embodiment 1 when it is irradiated with direct sunlight. FIG.
FIG. 7 is a cross-sectional view showing a configuration of a conventional waste disposal site.
FIG. 8 is a cross-sectional view showing a configuration of a conventional waste disposal site.
FIG. 9 is a cross-sectional view in which waste is deposited in a conventional waste disposal site.
FIG. 10 is a cross-sectional view in which waste is deposited in a conventional waste disposal site.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground, 1a Excavation part, 2 Impermeable layer, 3 Impermeable sheet, 5 Slope, 6 Protective sand, 21 Protective layer, 22 Fiber, 23 Sand, 24 Tree planting layer, 25 Fiber, 26 Sand, 27 Plant, A Protection layer.

Claims (2)

遮水シートを設けて構成した廃棄物処分場において、上記遮水シートの表面に砂と連続繊維とが吹付けられて形成された保護層を備え、保護層は、圧縮空気で砂を遮水シートの表面に吹付けるときに、砂と連続繊維とが混ぜ合わさるように、砂を吹付ける遮水シートの表面と同一箇所に高圧水で連続繊維を吹付けることによって形成されたことを特徴とする廃棄物処分場。In a waste disposal site configured with a water-impervious sheet, the surface of the water-impervious sheet is provided with a protective layer formed by spraying sand and continuous fibers, and the protective layer impermeable sand with compressed air It is formed by spraying continuous fibers with high-pressure water on the same location as the surface of the water-impervious sheet that sprays sand so that the sand and continuous fibers are mixed when sprayed on the surface of the sheet Waste disposal site. 上記保護層の上に、繊維入り砂を吹付けて成る緑化層が形成されたことを特徴とする請求項1に記載の廃棄物処分場。2. The waste disposal site according to claim 1, wherein a greening layer formed by spraying fiber-containing sand is formed on the protective layer.
JP01563599A 1999-01-25 1999-01-25 Waste disposal site Expired - Fee Related JP4074401B2 (en)

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JP4578340B2 (en) * 2005-04-22 2010-11-10 太陽工業株式会社 Embankment
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