JP3129013B2 - Waterproof sheet protection structure - Google Patents
Waterproof sheet protection structureInfo
- Publication number
- JP3129013B2 JP3129013B2 JP955993A JP955993A JP3129013B2 JP 3129013 B2 JP3129013 B2 JP 3129013B2 JP 955993 A JP955993 A JP 955993A JP 955993 A JP955993 A JP 955993A JP 3129013 B2 JP3129013 B2 JP 3129013B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- sheet
- penetration
- laid
- waste
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- 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
Landscapes
- Revetment (AREA)
- Processing Of Solid Wastes (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、廃棄物処分場に敷設
される遮水シートの破損を防止するための遮水シートの
保護構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-impervious sheet protection structure for preventing breakage of a water-impervious sheet laid at a waste disposal site.
【0002】[0002]
【従来の技術】産業廃棄物や一般廃棄物を投棄する埋立
型の廃棄物処分場では、該処分場から汚水が漏出した場
合、該汚水が地下に浸透し、環境汚染を引き起こす惧れ
がある。2. Description of the Related Art In a landfill type waste disposal site for dumping industrial waste and general waste, if sewage leaks from the disposal site, the sewage may penetrate underground and cause environmental pollution. .
【0003】このことを防止するために、処分場の底面
に遮水工を実施することが義務付けられている。[0003] In order to prevent this, it is obligatory to implement a water shield on the bottom of the disposal site.
【0004】かかる遮水工として、従来より確実性,安
全性,施工性,経済性などの観点かから、軟質の合成樹
脂系或いはゴム系の遮水シートを敷設する方法が採用さ
れている。As such a water-blocking work, a method of laying a soft synthetic resin-based or rubber-based water-blocking sheet has conventionally been adopted from the viewpoints of reliability, safety, workability, economy and the like.
【0005】すなわち、以上の材料からなる遮水シート
は、他の材料と比較して水の透過がほとんど無く、遮水
性が良好で、敷設するだけで良いため施工が簡単で、経
済的に優れるなどの特質を備えている。[0005] That is, a water-blocking sheet made of the above-mentioned materials has almost no water permeation as compared with other materials, has good water-blocking properties, and can be simply laid. It has such characteristics as:
【0006】[0006]
【発明が解決しようとする課題】しかしながら、前記遮
水シートのみによる遮水工では、廃棄物中に鋭利な突起
状の物等があり、廃棄物の堆積圧力によってこれが遮水
シートに突き刺さることにより遮水シートが破損し、破
損箇所から汚水が流出して周囲環境を汚染する惧れがあ
る。However, in the water-blocking works using only the water-blocking sheet, there are sharp projections in the waste, which are pierced into the water-blocking sheet by the accumulation pressure of the waste. There is a risk that the impermeable sheet will be damaged and sewage will flow out of the damaged area, polluting the surrounding environment.
【0007】この問題の対応策として、例えば遮水シー
トの2層張りを行い、1層目の遮水シートが破れても2
層目の遮水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層目の遮水
シートまで破れることもあるため、完全な漏出防止対策
とはなっていなかった。また斜面に位置する遮水シート
の場合には廃棄物の堆積に伴う沈下によって斜面に沿っ
て引きずり込まれる場合があり、このような場合には局
部的に応力が集中してこの部分が破断したり、引き伸ば
され、遮水性が保たれない場合も生じていた。[0007] As a countermeasure to this problem, for example, two layers of the water-impervious sheet are provided, and even if the first layer of the water-impervious sheet is torn, two layers are provided.
A method of preventing leakage of sewage with a layer of impermeable sheet has been considered, but depending on the penetrating pressure of the projections, the sheet may be broken down to the second level of impermeable sheet, which is a complete measure to prevent leakage. I didn't. Also in the case of water-impervious sheet positioned on the slopes may write Murrell dragging along the slope by subsidence due to deposition of waste, this part is concentrated locally stress when such fracture In some cases, the material was stretched or stretched, and the water barrier was not maintained.
【0008】この発明は以上の課題を解決するものであ
って、突起物が遮水シートまで到達することがなく、ま
た引きずりによる破断が生ずることのない遮水シートの
保護構造を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide a protection structure for a water-impervious sheet in which protrusions do not reach the water-impervious sheet and do not break due to dragging. Aim.
【0009】[0009]
【課題を解決するための手段】前記目的を達成するた
め、この発明の廃棄物処分場に敷設される遮水シートの
保護構造の要旨とするところは、廃棄物処分場に敷設さ
れる遮水シートの保護構造であって、突起物の貫入を防
止すべく該遮水シートの上面に敷設され発泡スチロール
のブロックからなる所定厚みの緩衝材と、該緩衝材の上
面を覆い突起物に対する貫入抵抗体として機能する不織
布または織布からなる貫入防止用の保護マットとからな
ることを特徴とするものである。SUMMARY OF THE INVENTION In order to achieve the above object, the gist of the protection structure of a seepage control sheet laid in a waste disposal site according to the present invention is as follows. a protective structure of the sheet, penetration against the buffer material block or Ranaru predetermined thickness is laid on the upper surface of the shielding water seat to prevent the penetration of the projection Styrofoam, protrusions cover the upper surface of the cushioning member be made of a nonwoven fabric to function as a resistor or a woven cloth or Ranaru protective mat for preventing penetration is characterized in.
【0010】[0010]
【作用】以上の遮水シートの保護構造にあっては、廃棄
物処分場の敷設現場に敷設した下部側遮水シートの上面
に緩衝材−保護マットを順次敷き詰めることで施工が完
了する。In the protective structure of the waterproof sheet described above, the construction is completed by sequentially laying the cushioning material and the protective mat on the upper surface of the lower waterproof sheet laid at the laying site of the waste disposal site.
【0011】そして、保護マットの上部に堆積される廃
棄物中に含まれる鋭利な突起物が堆積圧力によって保護
マットに押し付けられてもこれの貫入抵抗によってこれ
以上の貫入が可及的に阻止され遮水シートを保護する。
さらに、保護マットが突き破られたとしても緩衝材の厚
みに応じて貫入圧力を分散し遮水シートを保護する。引
き込みが生じた場合には保護マットと緩衝材間に相対的
な滑りを生じたり、緩衝材を破断しつつ保護マットのみ
が引き込まれるため、遮水シートには局部的な引っ張り
応力が生じない。[0011] Even if a sharp projection contained in the waste deposited on the upper part of the protective mat is pressed against the protective mat by the deposition pressure, further penetration is prevented by the penetration resistance as much as possible. Protect the impermeable sheet.
Furthermore, even if the protective mat is pierced, the penetration pressure is dispersed according to the thickness of the cushioning material to protect the waterproof sheet. When the retraction occurs, relative slippage occurs between the protection mat and the cushioning material, and only the protection mat is retracted while breaking the cushioning material, so that no local tensile stress is generated in the water impermeable sheet.
【0012】[0012]
【実施例】以下、本発明の実施例を図面を用いて詳細に
説明する。図1はこの発明にかかる遮水シートを敷設し
た廃棄物処分場10の一実施例を示す断面図である。Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional view showing one embodiment of a waste disposal site 10 on which a waterproof sheet according to the present invention is laid.
【0013】図において、廃棄物処分場10は、例えば
山間部などにおける広大な敷地を凹状に掘削したもの
で、掘削した地盤Eの表面に遮水シート12が敷設さ
れ、この遮水シート12の上面には所定厚みの緩衝材1
4が一面に敷き詰められ、この緩衝材14の上面を保護
マット16で覆い、この保護マット16の上部に廃棄物
Hが順次堆積される。In the figure, a waste disposal site 10 is obtained by excavating a large site in, for example, a mountain area in a concave shape, and a water-impervious sheet 12 is laid on the surface of the excavated ground E. Absorbing material 1 of predetermined thickness on the upper surface
4 are laid all over the surface, the upper surface of the cushioning material 14 is covered with a protection mat 16, and the waste H is sequentially deposited on the protection mat 16.
【0014】遮水シート12は、合成樹脂あるいは加硫
または非加硫のゴム系のシートであって、これらに加わ
る廃棄物Hによる押圧力に対抗する強度や厚みに設定さ
れており、さらには遮水シート12同士の継ぎ目は熱溶
着によって一体に接合されている。The water-blocking sheet 12 is a synthetic resin or a vulcanized or non-vulcanized rubber-based sheet, and is set to have a strength and a thickness to resist the pressing force of the waste H added thereto. The seams between the water impermeable sheets 12 are integrally joined by heat welding.
【0015】緩衝材14は、例えばある程度の厚みのあ
る発泡スチロールのブロック等からなっており、このブ
ロックを一面に敷き詰めた状態で遮水シート12の表面
を覆っている。この厚みは突起物の貫入を防止するに十
分な厚みに設定される。The cushioning member 14 is made of, for example, a block of styrene foam having a certain thickness, and covers the surface of the water-blocking sheet 12 with the block being spread all over the surface. This thickness is set to a thickness sufficient to prevent the protrusion from penetrating.
【0016】保護マット16は、不織布または織布など
からなり、鋭利な突起物に対する貫入抵抗体として機能
するもので、この機能を満足する強度および厚みに設定
されている。The protective mat 16 is made of non-woven fabric or woven fabric and functions as a penetrating resistor for sharp projections, and is set to have a strength and a thickness satisfying this function.
【0017】したがって、例えば図2に示すように、廃
棄物H中の鋭利な突起物H1 が堆積圧力などによって遮
水シート12側に押し付けられると、この突起物H1 は
保護マット16を圧するがこれの貫入抵抗によってこれ
以上の貫入が可及的に阻止され遮水シート12を保護す
る。さらに、保護マット16が突き破られたとしても緩
衝材14の厚みに応じて貫入圧力は分散されるため遮水
シート12まで到達することがなく、遮水シート12は
保護される。Therefore, as shown in FIG. 2, for example, when the sharp projection H1 in the waste H is pressed against the water-blocking sheet 12 by the deposition pressure or the like, the projection H1 presses the protection mat 16, The penetration resistance is prevented as much as possible by the penetration resistance, and the impermeable sheet 12 is protected. Furthermore, even if the protection mat 16 is pierced, the penetration pressure is dispersed according to the thickness of the cushioning material 14, so that the penetration does not reach the water impermeable sheet 12, and the water impermeable sheet 12 is protected.
【0018】また、遮水シート12の斜面に敷設位置で
は、廃棄物Hの堆積による圧密沈下により図1中矢印方
向に引きずる力が生ずるとこの力によって、遮水シート
12が局部的な引っ張り応力により破断や伸び等の応力
が加わるが、この保護構造では保護マット16と緩衝材
14との間に相対的な滑りを生じさせたり、緩衝材14
を破断させつつ保護マット16のみが引きずりこまれる
ことになり、遮水シート12の破断や伸びも防止され
る。Further, at the laying position on the slope of the impermeable sheet 12, when a dragging force occurs in the direction of the arrow in FIG. 1 due to the consolidation settlement due to the accumulation of the waste H, the impermeable sheet 12 causes local tensile stress. This causes a stress such as breakage or elongation. However, in this protective structure, a relative slip occurs between the protective mat 16 and the cushioning material 14, or the cushioning material 14
Therefore, only the protective mat 16 is dragged in while breaking, so that breakage and elongation of the water-blocking sheet 12 are also prevented.
【0019】[0019]
【発明の効果】以上実施例によって詳細に説明したよう
に、この発明にかかる遮水シートの保護構造にあって
は、突起物の貫入を防止すべく該遮水シートの上面に敷
設され発泡スチロールのブロックからなる所定厚みの緩
衝材と、該緩衝材の上面を覆い突起物に対する貫入抵抗
体として機能する不織布または織布からなる貫入防止用
の保護マットとからなるものであるため、突起物が遮水
シートまで到達することがなく、また引きずり等による
破断や伸びが防止される。したがって、汚水の地下浸透
などによる土壌汚染の惧れがなく、廃棄物処分場の安全
性及び信頼性を向上できる。As described in detail in the above embodiments, in the protection structure for a water-impervious sheet according to the present invention, the styrofoam is laid on the upper surface of the water-impervious sheet to prevent penetration of protrusions. because a block or Ranaru predetermined thickness of the buffer material, it is made of a nonwoven or woven fabric or a protective mat for preventing Ranaru penetration functioning as penetration resistance for the buffer material upper surface of the cover projections of the projections The object does not reach the impermeable sheet, and breakage or elongation due to drag or the like is prevented. Therefore, there is no fear of soil contamination due to infiltration of sewage into the ground, and the safety and reliability of the waste disposal site can be improved.
【図面の簡単な説明】[Brief description of the drawings]
【図1】この発明にかかる遮水シートの保護構造を設け
た廃棄物処分場の一実施例を示す一部断面図である。FIG. 1 is a partial cross-sectional view showing one embodiment of a waste disposal site provided with a protection structure for a seepage control sheet according to the present invention.
【図2】同遮水シートの保護構造の一部拡大断面図であ
る。FIG. 2 is a partially enlarged cross-sectional view of the protection structure of the impermeable sheet.
【符号の説明】 10 廃棄物処分場 12 遮水シート 14 緩衝材 16 保護マット E 地盤[Description of Signs] 10 Waste disposal site 12 Waterproof sheet 14 Buffer material 16 Protective mat E Ground
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平2−176012(JP,A) 実開 昭63−86816(JP,U) 実開 昭63−88429(JP,U) (58)調査した分野(Int.Cl.7,DB名) B09B 1/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-2-176012 (JP, A) JP-A 63-86816 (JP, U) JP-A 63-88429 (JP, U) (58) Investigation Field (Int. Cl. 7 , DB name) B09B 1/00
Claims (1)
保護構造であって、突起物の貫入を防止すべく該遮水シ
ートの上面に敷設され発泡スチロールのブロックからな
る所定厚みの緩衝材と、該緩衝材の上面を覆い突起物に
対する貫入抵抗体として機能する不織布または織布から
なる貫入防止用の保護マットとからなることを特徴とす
る遮水シートの保護構造。1. A protective structure seepage control sheet to be laid on the waste disposal site, are laid on the upper surface of the shielding water seat to prevent the penetration of the projection of the block or Ranaru predetermined thickness of styrofoam and cushioning material, protective structure for water shield sheet characterized by comprising a non-woven or woven cloth or protective mat for preventing Ranaru penetration functioning as penetration resistance for the buffer material upper surface of the cover projections of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP955993A JP3129013B2 (en) | 1993-01-22 | 1993-01-22 | Waterproof sheet protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP955993A JP3129013B2 (en) | 1993-01-22 | 1993-01-22 | Waterproof sheet protection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06218346A JPH06218346A (en) | 1994-08-09 |
| JP3129013B2 true JP3129013B2 (en) | 2001-01-29 |
Family
ID=11723645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP955993A Expired - Fee Related JP3129013B2 (en) | 1993-01-22 | 1993-01-22 | Waterproof sheet protection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3129013B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110191988A (en) * | 2016-11-18 | 2019-08-30 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of cushion of dam with face slab material safety appraisement of structure method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0420492Y2 (en) * | 1986-11-28 | 1992-05-11 | ||
| JPH0440903Y2 (en) * | 1986-11-29 | 1992-09-25 | ||
| JP2700680B2 (en) * | 1988-12-28 | 1998-01-21 | 大成建設株式会社 | Impermeable structure |
| JPH051408A (en) * | 1991-06-21 | 1993-01-08 | Daiwabo Create Kk | Water-stopping material and construction method |
-
1993
- 1993-01-22 JP JP955993A patent/JP3129013B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06218346A (en) | 1994-08-09 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |