JP4364417B2 - Impermeable sheet joining structure - Google Patents

Impermeable sheet joining structure Download PDF

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Publication number
JP4364417B2
JP4364417B2 JP2000296160A JP2000296160A JP4364417B2 JP 4364417 B2 JP4364417 B2 JP 4364417B2 JP 2000296160 A JP2000296160 A JP 2000296160A JP 2000296160 A JP2000296160 A JP 2000296160A JP 4364417 B2 JP4364417 B2 JP 4364417B2
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JP
Japan
Prior art keywords
water
sheet
impervious
impervious sheet
water shielding
Prior art date
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Expired - Fee Related
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JP2000296160A
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Japanese (ja)
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JP2002102817A (en
Inventor
鈴木  茂
修 井上
茂 伴野
秀樹 若林
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Kajima Corp
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Kajima Corp
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Priority to JP2000296160A priority Critical patent/JP4364417B2/en
Publication of JP2002102817A publication Critical patent/JP2002102817A/en
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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は遮水シートの接合構造に関するものである。
【0002】
【従来の技術】
従来、廃棄物処分場の遮水構造には、各種の工法が提案され、実用化されてきている。例えば、地盤内を掘削して、遮水層、遮水シート等を設けて遮水構造を構築し、内部に廃棄物を投入する。
【0003】
【発明が解決しようとする課題】
しかしながら、汚染物質の漏液による近隣環境問題は後を絶たないのが現状である。汚染物質の漏液は、次のようにして起こると考えられる。廃棄物の埋立てに伴ない、遮水層を含む処分場の支持地盤が、上載の廃棄物の荷重により、圧密沈下を起こし、遮水層並びに遮水シートが、大きな引っ張り力を受け、遮水シートに大きな変位が生じ、亀裂やクラックが生じ、このクラックから漏液する。
【0004】
本発明はこのような問題を鑑みてなされたものでその目的とするところは、変形を受けても漏液することが少ない遮水シートの接合構造を提供することにある。
【0005】
【課題を解決するための手段】
前述した問題を解決するために第1の発明は、中心材としての遮水シートの表裏に他の材料を有してなる遮水シート部の、前記遮水シートの張り合わせ部における接合構造であって、前記裏側の他の材料上で、第1の遮水シートと、第2の遮水シートとが、隣接するように並べられた隣接部において、前記第1の遮水シートの端部と前記第2の遮水シートの端部を摘み上げて、裏側同士が接するように合わせて余裕代を形成させ、前記合わせた第1の遮水シートと第2の遮水シートの端部をジョイントを設けてかしめ、前記合わせた第1および第2の遮水シートを可とう性材料からなる棒状部材に巻きつけて、前記巻きつけた第1および第2の遮水シートの上部に前記表側の他の材料が設けられてなり、前記第1および第2の遮水シートに、張り合わせ部を開く方向への引張力が働くと、前記棒状部材を介して、前記第1および第2の遮水シートはそれぞれ張り合わせ部を開く方向へ移動して前記引張力を緩和することを特徴とする遮水シートの接合構造である。
【0007】
【発明の実施の形態】
以下、図面に基づいて本発明の実施の形態を詳細に説明する。図1は、廃棄物処分場1の概略断面図であり、廃棄物処分場1の断面の半分を示している。
図1に示すように、廃棄物3を埋め立てるための廃棄物処分場1は、次のようにして構築される。
【0008】
支持地盤2を掘削して、遮水層9を設け、遮水シート部7を敷きつめ、遮水シート部7の上に保護土層5を設ける。保護土層5、遮水シート部7、遮水層9で遮水構造4が構成される。そして、保護土層5の上部に、廃棄物3が投入される。遮水構造4により、廃棄物処分場1の遮水を確実に行い、廃棄物処分場1からの漏液を防ぐ。
【0009】
遮水層9は、現地発生土にセメント等の固化材等を加えた素材で構成されており、耐水性、耐衝撃性に優れた難透水性基盤である。また、遮水層9は、十分な支持力を持ち、表面が平滑なため、上面に接する遮水シート部7の下地材として、遮水シート部7を保護する。
【0010】
遮水シート部7は、水蜜性の高いシートである。この遮水シート部7については後述する。
保護土層5は、セメント改良などにより適度の強度を有する安定処理土により構成される。この保護土層5は、遮水シート部7を保護する。
【0011】
次に、遮水シート部7について説明する。図2は、遮水シート部7を構成する遮水シート15の接合方法を示す図である。
図2に示すように、遮水シート部7を構成する遮水シート15は、1辺が約5mの略正方形状をなし、A方向、B方向に合わせ張りされている。そして、A方向には、引張力が働く。
【0012】
遮水シート15の合わせ張り部分である伸縮調整部13aは、引張力の働くA方向に対して直交しており、後述するように、引張力に対して伸長する合わせ張り方法で接合される。
遮水シート15の合わせ張り部分である重ね張付部11は、A方向に対して平行であり、遮水シート15を重ね合わせて、接着剤あるいは熱溶着により張付けられる。
【0013】
次に、遮水シート部7の合わせ張り部である伸縮調整部13aについて説明する。
図3は、遮水シート部7の断面図であり、図4は、遮水シート部7の伸縮調整部13a付近の断面図である。
【0014】
図3に示すように、遮水シート部7は、遮水層9と保護土層5の間に設けられる。遮水シート部7には、中心材としての遮水シート15の上面に上側印加電極17、上側印加電極17の上面に上側不織布19が設けられ、遮水シート15の下面に下側不織布21が設けられ、下側不織布21の下面に下側印加電極23が設けられる。
遮水層9上に遮水シート部7を設置する場合、遮水層9上に、下側印加電極23、下側不織布21、遮水シート15、上側印加電極17、上側不織布19を夫々現地で敷きつめていく。
【0015】
上側印加電極17と下側印加電極23とは、遮水シート15が破損した場合に、上側印加電極17から下側印加電極23に流れる電流あるいは電圧を感知することにより、遮水シート15が破損していることを検知するために設けられる。
尚、遮水シート15としては、熱可苛性ポリウレタンシート等も用いられる。また、下側不織布21に代えて、不透水性の高いゴムアスフアルトシート等を用いてもよい。
【0016】
図4に示すように、遮水シート15の合わせ張り部である伸縮調整部13aは、遮水シート15aの端部と遮水シート15bの端部とを摘みあげ、遮水シート15aと遮水シート15bとの裏側同士を合わせ、接着剤あるいは熱溶着で張り合わせる。この遮水シート15aと遮水シート15bとをステンレス等の金属製の凹型の断面形状をしたメカニカルジョイント25を設けてカシめる。
【0017】
更に、摘み上げた遮水シート15aと遮水シート15b、メカニカルジョイント25上に、上側印電極17、上側不織布19を設け、更にその上からプラスチック製等のプロテクタ27を被せる。このプロテクタ27により、遮水シート部7の上に保護土層5を設けた後にも、遮水シート部7がA方向に引張力を受けた時に、遮水シート部7の端部がA方向に開き、引張力による遮水シート部7の大変形に追随できる。
【0018】
尚、上側不織布19、下側不織布21等は、伸縮調整部13a以外の部所で重ね張りにて接合される。
このように、本実施の形態では、遮水シート部7がA方向に引張力を受けても、伸縮調整部13aにより引張力が緩和され、遮水シート部7の破損を防止することができる。
【0019】
次に、本発明の第2の実施の形態について説明する。図5は、遮水シート部7の伸縮調整部13b付近の断面図であり、図6は、図5に引張力が作用した状態を示す図である。第2の実施形態で、第1の実施形態と同様の機能を果たす要素には、同一の番号を付する。
【0020】
図5に示すように、遮水層9上に下側不織布21と下側印電極23を設け、遮水シート15を設ける。遮水シート15aと遮水シート15bとの接合部である伸縮調整部13bは、遮水シート15aの端部と遮水シート15bの端部とを摘みあげ、遮水シート15aと遮水シート15bとの裏側同士を合わせ、接着剤で張り合わせる。この遮水シート15aと遮水シート15bの端部にステンレス等の金属製の凹型の断面形状をしたメカニカルジョイント25を設けてカシめる。
【0021】
このメカニカルジョイント25によりカシめた遮水シート15aと遮水シート15bとを、丸棒状のスポンジ等による可とう性材料から成る丸棒芯材29を用いて、丸棒芯材29の周囲に巻きつける。
そして、伸縮調整部13bの上部に、上側印加電極17と上側不織布19とを設ける。
【0022】
この伸縮調整部13bに引張力が働いた状態を図6に示す。引張力が遮水シート部7のA方向に働くと、丸棒芯材29を介して、遮水シート15aと遮水シート15bとが両側に引張られた応力が開放される。
【0023】
伸縮調整部13bの上部の上側印加電極17と上側不織布19等も余裕代を設けてあるので、遮水シート部7は、引張力による100〜200mm程度の大変形に遮水シート部7の強度で対抗するのではなく、遮水シート部7の伸長性、可とう性により対抗することができる。
本実施の形態でも、遮水シート部7が引張力を受けても、伸縮調整部13bにより引張力が緩和され、遮水シート部7の破損を防止することができる。
【0024】
【発明の効果】
以上、詳細に説明したように本発明によれば、変形を受けても漏液することが少ない遮水シートの接合構造を提供することができる。
【図面の簡単な説明】
【図1】 廃棄物処分場1の概略断面図
【図2】 遮水シート部7を構成する遮水シート15の接合方法を示す図
【図3】 遮水シート部7の断面図
【図4】 遮水シート部7の伸縮調整部13a付近の断面図
【図5】 遮水シート部7の伸縮調整部13b付近の断面図
【図6】 図5に引張力が作用した状態を示す図
【符号の説明】
1…廃棄物処分場
4…遮水構造
5…保護土層
7…遮水シート部
9…遮水層
13…伸縮調整部
15…遮水シート
17…上側印加電極
19…上側不職布
21…下側不職布
23…下側印加電極
25…メカニカルジョイント
27…プロテクタ
29…丸棒芯材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint structure for a water shielding sheet.
[0002]
[Prior art]
Conventionally, various construction methods have been proposed and put into practical use for the water shielding structure of a waste disposal site. For example, excavating the ground, providing a water-impervious layer, water-impervious sheet, etc. to build a water-impervious structure, and throwing waste into the interior.
[0003]
[Problems to be solved by the invention]
However, the current situation is that the environmental problems of the neighborhood due to the leakage of pollutants will not end. Contaminant leakage is thought to occur as follows. Along with the reclamation of waste, the supporting ground of the disposal site including the water-impervious layer causes consolidation settlement due to the load of the waste on top. A large displacement occurs in the water sheet, cracks and cracks occur, and liquid leaks from the cracks.
[0004]
This invention is made | formed in view of such a problem, and the place made into the objective is providing the joining structure of the water shielding sheet which hardly leaks even if it receives a deformation | transformation.
[0005]
[Means for Solving the Problems]
In order to solve the above-described problem, the first invention is a joining structure of a water shielding sheet portion having other materials on the front and back surfaces of a water shielding sheet as a central material at a bonding portion of the water shielding sheet. Then, on the other material on the back side, in the adjacent portion where the first water-impervious sheet and the second water-impervious sheet are arranged adjacent to each other, the end of the first water-impervious sheet; Picking up the end of the second water-impervious sheet, forming a margin so that the back sides are in contact with each other, and jointing the ends of the combined first and second water-impervious sheets And caulking the combined first and second water shielding sheets around a rod-shaped member made of a flexible material, and the upper side of the wound first and second water shielding sheets on the front side Other materials are provided, and the first and second water shielding sheets are When a tensile force in the direction of opening the bonded portion is exerted, the first and second water shielding sheets move in the direction of opening the bonded portion through the rod-shaped member, respectively, to relieve the tensile force. It is the junction structure of the characteristic water shielding sheet.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a schematic cross-sectional view of the waste disposal site 1 and shows a half of the cross section of the waste disposal site 1.
As shown in FIG. 1, the waste disposal site 1 for reclaiming the waste 3 is constructed as follows.
[0008]
The support ground 2 is excavated to provide the water-impervious layer 9, the water-impervious sheet portion 7 is spread, and the protective soil layer 5 is provided on the water-impervious sheet portion 7. The water shielding structure 4 is constituted by the protective soil layer 5, the water shielding sheet portion 7, and the water shielding layer 9. And the waste 3 is thrown into the upper part of the protective soil layer 5. FIG. The water shielding structure 4 ensures the water shielding of the waste disposal site 1 and prevents leakage from the waste disposal site 1.
[0009]
The water-impervious layer 9 is made of a material obtained by adding a solidifying material such as cement to locally generated soil, and is a hardly water-permeable base having excellent water resistance and impact resistance. Moreover, since the water-impervious layer 9 has a sufficient supporting force and the surface is smooth, the water-impervious sheet portion 7 is protected as a base material for the water-impervious sheet portion 7 in contact with the upper surface.
[0010]
The water-impervious sheet portion 7 is a sheet having a high water honey property. The water shielding sheet portion 7 will be described later.
The protective soil layer 5 is made of a stable treated soil having an appropriate strength by cement improvement or the like. This protective soil layer 5 protects the water-impervious sheet portion 7.
[0011]
Next, the water shielding sheet portion 7 will be described. FIG. 2 is a diagram illustrating a method for joining the water shielding sheets 15 constituting the water shielding sheet portion 7.
As shown in FIG. 2, the water shielding sheet 15 constituting the water shielding sheet portion 7 has a substantially square shape with one side of about 5 m, and is stretched according to the A direction and the B direction. A tensile force acts in the A direction.
[0012]
The expansion / contraction adjustment portion 13a, which is a bonding portion of the water-impervious sheet 15, is orthogonal to the A direction in which the tensile force acts, and is joined by a bonding method that extends with respect to the tensile force, as will be described later.
The overlap-bonding portion 11 that is a laminated portion of the water-impervious sheet 15 is parallel to the A direction, and the water-impervious sheet 15 is overlapped and attached by an adhesive or heat welding.
[0013]
Next, the expansion / contraction adjustment part 13a which is the mating part of the water-impervious sheet part 7 will be described.
FIG. 3 is a cross-sectional view of the water-impervious sheet portion 7, and FIG. 4 is a cross-sectional view of the vicinity of the expansion / contraction adjustment portion 13 a of the water-impervious sheet portion 7.
[0014]
As shown in FIG. 3, the water shielding sheet portion 7 is provided between the water shielding layer 9 and the protective soil layer 5. In the water-impervious sheet portion 7, an upper applied electrode 17 is provided on the upper surface of the water-impervious sheet 15 as a central material, an upper nonwoven fabric 19 is provided on the upper surface of the upper applied electrode 17, and a lower nonwoven fabric 21 is provided on the lower surface of the water-impervious sheet 15. The lower application electrode 23 is provided on the lower surface of the lower nonwoven fabric 21.
When the water shielding sheet portion 7 is installed on the water shielding layer 9, the lower application electrode 23, the lower nonwoven fabric 21, the water shielding sheet 15, the upper application electrode 17, and the upper nonwoven fabric 19 are respectively provided on the water shielding layer 9. I will continue to spread.
[0015]
When the water shielding sheet 15 is damaged, the upper application electrode 17 and the lower application electrode 23 detect the current or voltage flowing from the upper application electrode 17 to the lower application electrode 23, thereby breaking the water shielding sheet 15. It is provided to detect that it is doing.
As the water shielding sheet 15, a heat caustic polyurethane sheet or the like is also used. Further, a rubber asphalt sheet having high water impermeability may be used instead of the lower nonwoven fabric 21.
[0016]
As shown in FIG. 4, the expansion / contraction adjustment unit 13 a that is a mating portion of the water-impervious sheet 15 picks up the end of the water-impervious sheet 15 a and the end of the water-impervious sheet 15 b, The back sides of the sheet 15b are put together and bonded together with an adhesive or heat welding. The water-impervious sheet 15a and the water-impervious sheet 15b are caulked by providing a mechanical joint 25 having a concave cross section made of metal such as stainless steel.
[0017]
Furthermore, the upper marking electrode 17 and the upper nonwoven fabric 19 are provided on the picked-up water shielding sheet 15a, the water shielding sheet 15b, and the mechanical joint 25, and a protector 27 made of plastic or the like is placed thereon. Even when the protective soil layer 5 is provided on the water-impervious sheet portion 7 by the protector 27, when the water-impervious sheet portion 7 receives a tensile force in the A direction, the end portion of the water-impervious sheet portion 7 is in the A direction. And can follow the large deformation of the water-impervious sheet portion 7 due to the tensile force.
[0018]
Note that the upper nonwoven fabric 19 and the lower nonwoven fabric 21 are joined by overlapping at portions other than the expansion / contraction adjusting portion 13a.
Thus, in this Embodiment, even if the water-impervious sheet part 7 receives a tensile force in the A direction, the tensile force is relaxed by the expansion / contraction adjusting part 13a, and the water-impervious sheet part 7 can be prevented from being damaged. .
[0019]
Next, a second embodiment of the present invention will be described. FIG. 5 is a cross-sectional view of the vicinity of the expansion / contraction adjustment portion 13b of the water-impervious sheet portion 7, and FIG. 6 is a diagram illustrating a state in which a tensile force is applied to FIG. In the second embodiment, elements having the same functions as those in the first embodiment are denoted by the same reference numerals.
[0020]
As shown in FIG. 5, the lower nonwoven fabric 21 and the lower marking electrode 23 are provided on the water shielding layer 9, and the water shielding sheet 15 is provided. The expansion / contraction adjustment part 13b which is a junction part of the water-impervious sheet 15a and the water-impervious sheet 15b picks up the edge part of the water-impervious sheet 15a and the edge part of the water-impervious sheet 15b, and the water-impervious sheet 15a and the water-impervious sheet 15b. Align the back of each other and glue them together with an adhesive. A mechanical joint 25 having a concave cross-sectional shape made of metal such as stainless steel is provided at the end portions of the water-impervious sheet 15a and the water-impervious sheet 15b.
[0021]
The water-impervious sheet 15a and the water-impervious sheet 15b caulked by the mechanical joint 25 are wound around the round bar core material 29 using a round bar core material 29 made of a flexible material such as a round bar-like sponge. Put on.
And the upper application electrode 17 and the upper nonwoven fabric 19 are provided in the upper part of the expansion-contraction adjustment part 13b.
[0022]
FIG. 6 shows a state in which a tensile force is applied to the expansion / contraction adjustment portion 13b. When the tensile force acts in the A direction of the water-impervious sheet portion 7, the stress that the water-impervious sheet 15 a and the water-impervious sheet 15 b are pulled to both sides via the round bar core material 29 is released.
[0023]
Since the upper application electrode 17 and the upper nonwoven fabric 19 and the like on the upper part of the expansion / contraction adjusting part 13b are provided with a margin, the water shielding sheet part 7 is subjected to a large deformation of about 100 to 200 mm due to a tensile force. However, it can be countered by the extensibility and flexibility of the water shielding sheet portion 7.
Even in the present embodiment, even when the water-impervious sheet portion 7 receives a tensile force, the tensile force is relaxed by the expansion / contraction adjusting portion 13b, and the water-impervious sheet portion 7 can be prevented from being damaged.
[0024]
【The invention's effect】
As described above in detail, according to the present invention, it is possible to provide a watertight sheet joining structure that hardly leaks even when subjected to deformation.
[Brief description of the drawings]
1 is a schematic cross-sectional view of a waste disposal site 1. FIG. 2 is a view showing a method of joining a water-proof sheet 15 constituting the water-proof sheet portion 7. FIG. 3 is a cross-sectional view of the water-proof sheet portion 7. ] Cross-sectional view of the water-impervious sheet portion 7 near the expansion / contraction adjustment portion 13a [FIG. 5] Cross-sectional view of the water-impervious sheet portion 7 near the expansion / contraction adjustment portion 13b [FIG. 6] FIG. Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Waste disposal site 4 ... Water shielding structure 5 ... Protective soil layer 7 ... Water shielding sheet part 9 ... Water shielding layer 13 ... Stretch adjustment part 15 ... Water shielding sheet 17 ... Upper applied electrode 19 ... Upper unemployed cloth 21 ... Lower unwoven cloth 23 ... Lower application electrode 25 ... Mechanical joint 27 ... Protector 29 ... Round bar core

Claims (3)

中心材としての遮水シートの表裏に他の材料を有してなる遮水シート部の、前記遮水シートの張り合わせ部における接合構造であって、
前記裏側の他の材料上で、第1の遮水シートと、第2の遮水シートとが、隣接するように並べられた隣接部において、前記第1の遮水シートの端部と前記第2の遮水シートの端部を摘み上げて、裏側同士が接するように合わせて余裕代を形成させ、前記合わせた第1の遮水シートと第2の遮水シートの端部をジョイントを設けてかしめ、前記合わせた第1および第2の遮水シートを可とう性材料からなる棒状部材に巻きつけて、前記巻きつけた第1および第2の遮水シートの上部に前記表側の他の材料が設けられてなり、
前記第1および第2の遮水シートに、張り合わせ部を開く方向への引張力が働くと、前記棒状部材を介して、前記第1および第2の遮水シートはそれぞれ張り合わせ部を開く方向へ移動して前記引張力を緩和することを特徴とする遮水シートの接合構造。
A water-impervious sheet portion having other materials on the front and back of the water-impervious sheet as a central material, a bonding structure in the bonded portion of the water-impervious sheet,
On the other material on the back side, in the adjacent portion where the first water-impervious sheet and the second water-impervious sheet are arranged adjacent to each other, the end of the first water-impervious sheet and the first Pick up the ends of the two water-impervious sheets and form a margin so that the back sides are in contact with each other, and provide joints for the ends of the combined first and second water-impervious sheets Caulking, winding the combined first and second water-impervious sheets around a rod-shaped member made of a flexible material, and placing the other ones on the front side on top of the wound first and second water-impervious sheets Material is provided,
When a tensile force is exerted on the first and second impermeable sheets in the direction of opening the bonded portion, the first and second impermeable sheets respectively open the bonded portion via the rod-shaped member. A bonded structure of a water shielding sheet, which moves to relax the tensile force .
前記遮水シートは、ウレタンシートであることを特徴とする請求項1記載の遮水シートの接合構造。  The water shielding sheet joining structure according to claim 1, wherein the water shielding sheet is a urethane sheet. 前記表側の他の材料は、上側印加電極と上側不繊布とであり、前記裏側の他の材料は下側不繊布と下側印加電極であることを特徴とする請求項1記載の遮水シートの接合構造。 2. The water shielding sheet according to claim 1, wherein the other material on the front side is an upper application electrode and an upper non-woven fabric, and the other material on the back side is a lower non-woven fabric and a lower application electrode. Bonding structure.
JP2000296160A 2000-09-28 2000-09-28 Impermeable sheet joining structure Expired - Fee Related JP4364417B2 (en)

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