JP2003062535A - Water sealing sheet and its working method in waste disposal facility - Google Patents

Water sealing sheet and its working method in waste disposal facility

Info

Publication number
JP2003062535A
JP2003062535A JP2001258387A JP2001258387A JP2003062535A JP 2003062535 A JP2003062535 A JP 2003062535A JP 2001258387 A JP2001258387 A JP 2001258387A JP 2001258387 A JP2001258387 A JP 2001258387A JP 2003062535 A JP2003062535 A JP 2003062535A
Authority
JP
Japan
Prior art keywords
partition
sheet
pipe
waste disposal
supply
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.)
Granted
Application number
JP2001258387A
Other languages
Japanese (ja)
Other versions
JP4657522B2 (en
Inventor
Mitsuo Kawaguchi
光雄 川口
Giichi Otsuka
義一 大塚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Okumura Corp
Original Assignee
Okumura Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Okumura Corp filed Critical Okumura Corp
Priority to JP2001258387A priority Critical patent/JP4657522B2/en
Publication of JP2003062535A publication Critical patent/JP2003062535A/en
Application granted granted Critical
Publication of JP4657522B2 publication Critical patent/JP4657522B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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)

Abstract

PROBLEM TO BE SOLVED: To provide a water sealing sheet and a working method in a waste disposal facility, in which the water sealing sheet is formed swiftly and securely by laminating each layer sheet on the upper and bottom face members of a circulated liquid sealing tank, which forms the water sealing sheet connected with a supply and an exhaust pipes of circulated liquid, by engaging a partition pipe in a standard skeleton. SOLUTION: The water sealing sheet in the waste disposal facility comprises the partition pipe 11 provided with a band-like upper face member 15 and bottom face member 14, which are laid respectively vertically and horizontally at a predetermined interval on the base ground of the waste disposal facility, a bottom layer sheet 12, which is laminated between the bottom face members 14 of the partition pipe 11 and comprises the bottom layer face of the circulated liquid sealing tank, an upper layer sheet 13, which is laminated between the upper face members 15 of the partition pipe 11 and comprises the upper layer face of the circulated liquid sealing tank, and the supply and exhaust pipes 7, 8 of circulated liquid, which is connected to the constituted circulated liquid sealing tank.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、廃棄物処分施設に
おける遮水シートとその施工法に関し、特に遮水シート
を形成している循環液封入槽を、循環液体の給排出管を
接続する仕切り管と仕切り管に貼設する上下層シートに
よって簡潔かつ迅速に構成する廃棄物処分施設における
遮水シートとその施工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water blocking sheet and its construction method in a waste disposal facility, and more particularly to a partition for connecting a circulating fluid supply / discharge pipe to a circulating fluid filling tank forming the water blocking sheet. The present invention relates to a water impervious sheet in a waste disposal facility that is simply and quickly constructed by upper and lower sheets attached to pipes and partition pipes, and its construction method.

【0002】[0002]

【従来の技術】産業廃棄物や一般廃棄物を埋立する廃棄
物処分施設では、処分施設からの漏出汚水が地下に浸透
して環境汚染を引き起こさないように、処分施設の底面
に遮水工事を実施することが義務付けられている。
2. Description of the Related Art In a waste disposal facility for landfilling industrial waste and general waste, a water shielding work should be performed on the bottom of the disposal facility so that leaked sewage from the disposal facility does not penetrate underground and cause environmental pollution. Mandatory to do.

【0003】かかる遮水工事は、軟質の合成樹脂系ある
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
るが、遮水シートの接合不良や廃棄物の埋め立て作業中
や埋め立て完了後に発生する遮水シ−トの破損による欠
損箇所からの汚水が外部に漏出する恐れがあった。
[0003] In this water-blocking work, a method of laying a soft synthetic resin-based or rubber-based water-blocking sheet is adopted, but it occurs when the water-blocking sheet is not joined properly or during waste landfill work or after landfill completion. There was a risk that sewage from the defective part would leak to the outside due to damage to the water shielding sheet.

【0004】遮水シートの破損要因は、物理・化学的な
破損や生物的破損と広範囲に及んでおり、完全に防止す
ることが困難なことから有効な対策は未だに確立されて
いない。
The cause of damage to the water-blocking sheet covers a wide range of physical and chemical damages and biological damages, and since it is difficult to completely prevent it, effective measures have not yet been established.

【0005】このために、シートの破損を検知して修復
する技術の開発が行われ、検知方法に関しては種々の提
案がなされ精度的にも有効な技術として実用に至ってい
るが、シートの修復技術に関しては、破損部周辺に薬液
注入をする間接的な修復や廃棄物を掘削して破損部を直
接的に修復するものであり、シートの破損部を早期に検
知しても、廃棄物からの浸出水が廃棄物処分施設の外部
に流出したあとに修復を完了させることになって、その
間に発生する環境汚染を防止出来なかったり、空間部を
有するシートを採用した廃棄物処分施設におけるシート
の補修に関しても、セメント等のグラウト注入等によっ
て漏水部分の補修を行っていたので、注入した空間部の
すべてが固化することになり、固化した区間において次
に漏水が起こった場合は、上記検知機構が作動しない状
況になっていた。
For this reason, a technique for detecting and repairing breakage of a sheet has been developed, and various detection methods have been proposed and put into practical use as a technique effective in terms of accuracy. With regard to, regarding indirect repair by injecting a chemical solution around the damaged part and excavating waste to directly repair the damaged part, even if the damaged part of the sheet is detected early, After the leachate has flowed out of the waste disposal facility, the restoration will be completed, and the environmental pollution that occurs during that time cannot be prevented. As for repairs, since the leaked part was repaired by injecting grout of cement etc., all of the injected space was solidified, and water leaked next in the solidified section. If had become a situation where the detection mechanism does not work.

【0006】このような状況を改善するために、本願出
願人は、複合遮水体に破損が発生した場合にも汚染水が
外部に流出する前に破損箇所を修復して遮水し、同一区
間が再度破損しても直ちに修復することができる自己修
復型廃棄物処分施設を提案している。(特願平11−2
53589号出願) 本提案は、図11に示すような自己修復型廃棄物処分施
設40を提供するものであり、窪地状に掘削された廃棄
物処分場41と廃棄物処分場41に近接して構築されて
いる管理棟42から構成されている。
[0006] In order to improve such a situation, the applicant of the present application, even if the composite water shield is damaged, repairs the damaged portion before the contaminated water flows to the outside and shields the water from the same section. We propose a self-repair type waste disposal facility that can be immediately repaired even if it is damaged again. (Japanese Patent Application No. 11-2
This application provides the self-repair type waste disposal facility 40 as shown in FIG. 11, and the waste disposal site 41 excavated in the shape of a depression and the waste disposal site 41 are provided close to the disposal site 41. It is composed of a management building 42 that is constructed.

【0007】廃棄物処分場41は、遮水機構を構成して
いる遮水シート43が敷設されており、管理棟42に
は、供給管理機構を構成している供給設備44、送水設
備45及び排水設備46が配備されている。管理棟42
には、さらに遮水部材や供給管理機構の各設備と接続し
ている制御機構を構成する制御設備47も配備されてい
る。
In the waste disposal site 41, a water blocking sheet 43 which constitutes a water blocking mechanism is laid, and in a management ridge 42, a supply facility 44, a water feeding facility 45 and a water feeding facility 45 which constitute a supply management mechanism. A drainage facility 46 is provided. Administration building 42
Further, a control facility 47 that constitutes a control mechanism connected to each facility of the water blocking member and the supply management mechanism is also provided in the.

【0008】そして、各機構の関連は、図12に示して
いるように遮水機構50は、常時から制御機構51で計
測・監視されており、その健全運転が維持されている。
制御機構51は、同時に供給管理機構52をも計測・監
視しており、遮水シートに充填されている液状修復材の
品質が正常状態に維持されているかを確認している。遮
水機構50の遮水シート43に破損が発生した場合に
は、遮水シート43の内部に充填されている液状修復材
の変動として制御機構51がこれを確認し、供給管理機
構52に指令を出して液状修復材の供給を命令して破損
の自己修復を支援する。
As for the relation between the respective mechanisms, as shown in FIG. 12, the water blocking mechanism 50 is constantly measured and monitored by the control mechanism 51, and its sound operation is maintained.
At the same time, the control mechanism 51 also measures and monitors the supply management mechanism 52, and confirms whether the quality of the liquid restoration material filled in the impermeable sheet is maintained in a normal state. When the water blocking sheet 43 of the water blocking mechanism 50 is damaged, the control mechanism 51 confirms this as a change in the liquid restoration material filled inside the water blocking sheet 43, and commands the supply management mechanism 52. To supply the liquid restoration material and support the self-repair of damage.

【0009】修復の完了は、液状修復材を供給している
供給管理機構52における供給量の減少と正常時におけ
る過圧力状態への復帰によってこれを知ることができ、
健全な運転を復旧している。
The completion of repair can be known by the decrease of the supply amount in the supply management mechanism 52 supplying the liquid repair material and the return to the overpressure state at the normal time.
Sound operation is restored.

【0010】制御機構51は、この間における供給管理
機構52のデータ計測を実施することによって、破損修
復の進捗状況をリアルタイムに確認して全体を管理して
おり、遮水シート43の破損と自己修復は外部からの処
置を必要としないので、破損個所の確認は本質的に必要
としていないが、図示のように検知機構53を付属させ
ておくことによって、遮水シートの破損個所の特定とこ
れの表示をすることを可能にして状況判断に貢献させる
ができる。
The control mechanism 51 checks the progress status of damage repair in real time and manages the whole by measuring the data of the supply management mechanism 52 during this period. Since it does not require any external treatment, it is essentially unnecessary to confirm the damaged part. However, by attaching the detection mechanism 53 as shown in the figure, the damaged part of the water-impervious sheet can be identified and the damaged part can be identified. It is possible to make a display and contribute to the situation judgment.

【0011】以上の自己修復型廃棄物処分施設を含め
て、多くの廃棄物処分施設では、遮水シートの材料とし
て、合成ゴム系、軟質の合成樹脂系その他高分子材料か
ら成る遮水材料の他、アスファルト、ゴムアスファル
ト、粘土ライニング等による層状遮水材料あるいはルー
フィングに用いられるシート状遮水材が用いられてお
り、遮水シートは、一枚もののシートでなく複数の接合
によって縦横に継ぎ合わされた単層の形態に構成する一
般例や、欠損部の検知を図る機構も含めて広い範囲の下
層シートの上に複数の狭い範囲の上層シートを接合する
ことによって復層の遮水シートを構成する例(特開平2
−136414号公報参照)が報告されている。
In many waste disposal facilities, including the self-repair type waste disposal facilities described above, as the material of the water-blocking sheet, a water-blocking material made of synthetic rubber, soft synthetic resin or other polymeric material is used. In addition, layered water-blocking materials such as asphalt, rubber asphalt, and clay linings, or sheet-shaped water-blocking materials used for roofing are used.The water-blocking sheet is not a single sheet but is joined vertically and horizontally by multiple joints. Including a general example of a single-layer structure and a mechanism for detecting a defect, a double-layer lower-layer sheet is joined to multiple narrow-layer upper-layer sheets to form a double-layer water barrier sheet. Example (JP-A-2
-136414 gazette) is reported.

【0012】しかるに、従来における報告においては、
加工時における遮水シートの接合不良、廃棄物の埋め立
て作業中や埋め立て完了後に外力によって発生する遮水
シ−トの破損について、欠損箇所からの汚水が外部に漏
出することを防止するために、その発生後に破損の有無
を検出して修復させることがもっぱらの慣例であり、遮
水シートの接合不良や遮水シ−トの破損が発生しないよ
うに、遮水シ−トの施工時において良好な接合を図った
り、遮水シ−トの敷設後に上下層シートに不均等な圧力
が掛からないように構成する遮水シ−トとその施工は、
考慮されていなかった。
However, in the conventional reports,
In order to prevent sewage from leaking to the outside, regarding improper joining of the water blocking sheet during processing, damage to the water blocking sheet caused by external force during landfilling of waste or after completion of landfilling, It is a customary practice to detect the presence or absence of damage after the occurrence of the damage and to repair it, and it is good at the time of construction of the water-shielding sheet so that the imperfection of the water-impermeable sheet and the damage of the water-impermeable sheet do not occur. The water-blocking sheet and its construction, which are configured so that uneven pressure is not applied to the upper and lower sheets after laying the water-blocking sheet,
Was not considered.

【0013】[0013]

【発明が解決しようとする課題】本発明は、以上の状況
に鑑みて提案するものであり、循環液体の給排出管を接
続して成る遮水シートを形成している循環液封入槽を、
給排出管の一方を接続する仕切り管とこの仕切り管に貼
設する上下層シートとで簡潔かつ迅速に構成する廃棄物
処分施設における遮水シートとその施工法を提供してい
る。
SUMMARY OF THE INVENTION The present invention has been proposed in view of the above situation, and provides a circulating liquid enclosing tank forming a water-blocking sheet formed by connecting supply and discharge pipes for circulating liquid,
(EN) A water-impervious sheet in a waste disposal facility that is simply and quickly constructed by a partition pipe connecting one of the supply and discharge pipes and upper and lower sheets attached to this partition pipe, and a construction method therefor.

【0014】[0014]

【課題を解決するための手段】本発明による廃棄物処分
施設における遮水シートは、基本的に、廃棄物処分場の
基礎地盤上に所定間隔で縦横に敷設する帯状の上面材及
び下面材を備えた仕切り管、仕切り管の下面材間に貼設
されて循環液封入槽の下層面を構成する下層シート、仕
切り管の上面材間に貼設されて循環液封入槽の上層面を
構成する上層シート及び構成される循環液封入槽に接続
される循環液体の給排出管から構成しており、具体的に
は、仕切り管を給排出管の少なくとも一方と接続するこ
と及び循環液封入槽に透水性ブロックを内蔵することを
特徴としている。
The water-impermeable sheet in a waste disposal facility according to the present invention basically comprises a strip-shaped upper surface material and a lower surface material laid vertically and horizontally on the foundation ground of a waste disposal site. The partition pipe provided, the lower sheet that is attached between the lower surface materials of the partition pipe to form the lower layer surface of the circulating fluid sealing tank, and the lower sheet that is attached between the upper surface material of the partition tube to configure the upper layer surface of the circulating fluid sealing tank It is composed of an upper sheet and a circulating liquid supply / discharge pipe connected to the circulating liquid sealing tank. Specifically, the partition pipe is connected to at least one of the supplying / discharging pipe and the circulating liquid sealing tank. It features a built-in water-permeable block.

【0015】これによって、本発明による遮水シート
は、仕切り管を基準骨格にしてその上下面材上に各上下
層シートを貼設するのみで、遮水シートを迅速かつ堅固
に形成している。
As a result, the water-impermeable sheet according to the present invention forms the water-impermeable sheet quickly and firmly only by sticking the upper and lower layer sheets on the upper and lower surface members with the partition tube as a reference skeleton. .

【0016】又、本発明による廃棄物処分施設における
遮水シートの施工法は、上記遮水シートの施工法であっ
て、基本的に、廃棄物処分場の基礎地盤上に所定間隔で
敷設盤を造成すると共に、循環液体の給排出管を敷設盤
に埋設させて配管し、敷設盤上に上面材及び下面材を備
えた仕切り管を縦横に敷設し埋設させた給排出管に仕切
り管を接続させながら貼設し、しかる後に仕切り管の下
面材間に循環液封入槽の下層面を構成する下層シートを
貼設し、次いで仕切り管の上面材間に循環液封入槽の上
層面を構成する上層シートを貼設して、循環液体の給排
出管と接続した循環液封入槽を構成しており、具体的に
は、循環液体の給排出管を形成する循環液封入槽に在る
循環液体の給排出管と接続する位置に埋設させて配管す
ること及び循環液体の給排出管を形成する循環液封入槽
に在る循環液体の給排出管と単一個所で接続することを
特徴としている。
Further, the construction method of the waterproof sheet in the waste disposal facility according to the present invention is the above-mentioned construction method of the waterproof sheet, which is basically a laying board at a predetermined interval on the foundation ground of the waste disposal site. In addition, the supply and discharge pipes of the circulating liquid are buried in the laying board for piping, and the partition pipes with the upper surface material and the lower surface material are laid vertically and horizontally on the laying board and the partition pipes are installed in the buried supply and discharge tubes. Attach while connecting, and then attach the lower layer sheet that constitutes the lower surface of the circulating fluid encapsulation tank between the lower surface materials of the partition pipe, and then configure the upper layer surface of the circulating fluid encapsulation tank between the upper material of the partition pipe. The upper layer sheet is attached to form a circulating fluid filling tank that is connected to the circulating liquid supply / discharge pipe. Specifically, the circulating fluid sealing tank that forms the circulating liquid supply / discharge pipe Piping by burying it at the position where it connects with the liquid supply / discharge pipe and circulating liquid It is characterized by connecting with feed discharge tube and a single point of the circulation liquid in the circulating liquid sealed vessel to form a feed discharge tube.

【0017】これによって、本発明による遮水シートの
施工法は、単一個所に埋設した給排出管に仕切り管を接
続して配置位置を特定して決めると共に、その上下面材
上に各上下層シートを貼設することで遮水シートの簡潔
で迅速な施工を可能にして施工効率を向上させており、
併せて循環液封入槽内の配管を省略しながら下層シート
と給排出管との間に不要な圧力を加えずにその施工を容
易にしている。
Thus, in the method of constructing the water-blocking sheet according to the present invention, the partition pipes are connected to the supply and discharge pipes buried in a single location to determine the arrangement position, and the upper and lower surface members are each placed on top of each other. By attaching a lower layer sheet, it is possible to perform simple and quick construction of the water-impervious sheet and improve construction efficiency.
At the same time, the piping in the circulating fluid sealing tank is omitted, and the construction is facilitated without applying unnecessary pressure between the lower layer sheet and the supply / discharge pipe.

【0018】[0018]

【発明の実施の形態】本発明による廃棄物処分施設にお
ける遮水シートは、基本的に、廃棄物処分場の基礎地盤
上に所定間隔で縦横に敷設する帯状の上面材及び下面材
を備えた仕切り管、仕切り管の下面材間に貼設されて循
環液封入槽の下層面を構成する下層シート、仕切り管の
上面材間に貼設されて循環液封入槽の上層面を構成する
上層シート及び構成される循環液封入槽に接続される循
環液体の給排出管から構成しており、具体的には、仕切
り管を給排出管の少なくとも一方と接続すること及び循
環液封入槽に透水性ブロックを内蔵することを特徴にし
ている。
BEST MODE FOR CARRYING OUT THE INVENTION The water-blocking sheet in a waste disposal facility according to the present invention basically comprises a strip-shaped upper surface material and a lower surface material which are laid vertically and horizontally on the foundation ground of the waste disposal site at predetermined intervals. Partition pipe, a lower layer sheet that is attached between the lower surface materials of the partition tube to form the lower layer surface of the circulating fluid sealing tank, and an upper sheet that is attached between the upper surface material of the partition tube and configures the upper layer surface of the circulating fluid sealing tank And a circulating liquid supply / discharge pipe connected to the circulating liquid sealing tank. Specifically, the partition pipe is connected to at least one of the supplying / discharging pipe, and the circulating liquid sealing tank is water-permeable. It features a built-in block.

【0019】以下に、本発明の実施の形態を図面に基づ
いて詳細に説明するが、図1は、本発明を自己修復型廃
棄物処分施設に適用した概要的な実施の形態であり、横
断面によって象徴的に表示している。
Embodiments of the present invention will be described in detail below with reference to the drawings. FIG. 1 is a schematic embodiment in which the present invention is applied to a self-repair type waste disposal facility. The surface is displayed symbolically.

【0020】図において、廃棄物処分施設1は、窪地状
に掘削された廃棄物処分場2と廃棄物処分場2に近接し
て構築されているコロイド液タンク等から成る管理棟3
から構成されている。
In the figure, a waste disposal facility 1 is a management building 3 including a waste disposal site 2 excavated in a depression and a colloid solution tank or the like constructed near the waste disposal site 2.
It consists of

【0021】廃棄物処分場2は、掘削された窪地の底部
4に遮水シート5が敷設されており、遮水シート5に
は、管理棟3のコロイド液タンク6から給液管7と排液
管8を通じてコロイド液が充填循環されている。
In the waste disposal site 2, a water-blocking sheet 5 is laid on the bottom 4 of the excavated depression, and the water-blocking sheet 5 is supplied from the colloid liquid tank 6 of the management ridge 3 to the liquid supply pipe 7 and drain. The colloidal liquid is filled and circulated through the liquid pipe 8.

【0022】遮水シート5は、図2の平面図にも見られ
るように複数の循環液封入槽9から構成されていて、窪
地の底部4の他に法面10にも部分的に敷設されてお
り、循環液封入槽9は、廃棄物処分場2の底部4上に所
定間隔で縦横に敷設された仕切り管11、11−1及び
仕切り部材11’、11”を基本構造部材にして、この
仕切り管11、11−1と仕切り部材11’、11”と
に貼設されている下層シート12及び上層シート13と
から構成されている。
As shown in the plan view of FIG. 2, the water-blocking sheet 5 is composed of a plurality of circulating liquid enclosing tanks 9 and is partially laid on the slope 10 as well as the bottom 4 of the depression. The circulating liquid sealing tank 9 uses the partition pipes 11 and 11-1 and the partition members 11 ′ and 11 ″ laid vertically and horizontally on the bottom portion 4 of the waste disposal site 2 at predetermined intervals as basic structural members. The partition pipes 11 and 11-1 and the partition members 11 'and 11 "are composed of a lower layer sheet 12 and an upper layer sheet 13 attached to the partition members 11' and 11".

【0023】遮水シート5における循環液封入槽9の構
成については、図2のA−A矢視及びC−C矢視による
断面を示す図3、5及びB−B矢視による一部を断面に
して斜視した図4において詳細に説明する。
Regarding the structure of the circulating fluid sealing tank 9 in the water-blocking sheet 5, FIGS. 3 and 5 showing a cross section taken along arrows AA and CC of FIG. 2 and a part taken along arrows BB are shown. This will be described in detail with reference to FIG. 4, which is a sectional perspective view.

【0024】図3は、循環液封入槽9の骨格を成す仕切
り管11と給排出管を構成している給液管7と排液管8
との接続状態を中心にして、仕切り管11及び仕切り管
11を相互に接合して循環液封入槽9に仕切って遮蔽す
る仕切り部材11’の間に貼設されている下層シート1
2と上層シート13との関連を表現している。
FIG. 3 shows a partition pipe 11 forming the skeleton of the circulating fluid filling tank 9 and a liquid feed pipe 7 and a drain pipe 8 constituting a feed / discharge pipe.
The lower layer sheet 1 attached between the partition tube 11 and the partition member 11 'for joining and partitioning the partition tube 11 with each other to partition and shield the circulating fluid sealing tank 9 centering on the connection state with
2 represents the relationship between 2 and the upper layer sheet 13.

【0025】仕切り管11及び仕切り管11を相互に遮
蔽状に接合する仕切り部材11’は、給液管7と排液管
8とを埋設している敷設盤37’の上に配置され、仕切
り管11と給液管7と排液管8とを接続させながら貼設
されている。
The partition pipe 11 and the partition member 11 'for joining the partition pipes 11 to each other in a shielding manner are arranged on the laying board 37' in which the liquid supply pipe 7 and the drainage pipe 8 are embedded, The pipe 11, the liquid supply pipe 7, and the drainage pipe 8 are attached while being connected to each other.

【0026】本実施の形態における仕切り管11の詳細
については、後述の図5において説明するが、仕切り管
11を相互に接合している仕切り部材11’は、上下層
シートよりも堅固な材質の材料を用いてエ型に形成され
ており、図示のように両側に延長した下面材14、14
と下面材14、14と同長もしくはこれより若干短い上
面材15、15及び下面材14、14と上面材15、1
5とを結合すると共に、仕切り管11と遮蔽状に接合し
て槽壁を構成している仕切り板16から構成されてい
る。
The details of the partition tube 11 according to the present embodiment will be described later with reference to FIG. 5, but the partition member 11 'joining the partition tubes 11 to each other is made of a material that is firmer than the upper and lower layer sheets. The lower surface materials 14 and 14 are formed in a D shape by using a material and extend to both sides as shown in the drawing.
And upper surface materials 15, 15 having the same length as or slightly shorter than the lower surface materials 14, 14, and the lower surface materials 14, 14 and the upper surface materials 15, 1,
It is composed of a partition plate 16 which is connected to the partition pipe 11 and is joined to the partition pipe 11 in a shielding manner to form a tank wall.

【0027】そして、下面材14、14には、循環液封
入槽9の下層面を構成している下層シート12が貼設さ
れており、上面材15、15に循環液封入槽9の上層面
を構成している上層シート13が貼設されることで、循
環液封入槽9を形成している。
A lower layer sheet 12 constituting a lower layer surface of the circulating fluid sealing tank 9 is attached to the lower surface materials 14 and 14, and an upper layer surface of the circulating fluid sealing tank 9 is attached to the upper surface materials 15 and 15. By laminating the upper layer sheet 13 constituting the above, the circulating fluid sealing tank 9 is formed.

【0028】尚、法面10に敷設されている循環液封入
槽9においては、後述するように下層シート12と上層
シート13が貼設される仕切り部材11”が用いられる
が、その形状はエ型を半分にしたコ型の形態を構成して
いる。
In the circulating liquid sealing tank 9 laid on the slope 10, a partition member 11 "on which a lower layer sheet 12 and an upper layer sheet 13 are attached is used as will be described later, but its shape is It has a U-shaped form that is half the mold.

【0029】又、その表現を省略しているが、本実施の
形態では、循環液封入槽9の形状を維持して上下層シー
トに不均等な外圧が加えられてシートの破損が発生しな
いように、透水性ブロック等がその内部に装備されてい
るものであり、図6に示す他の実施の形態において、そ
の状態を表示している。又、透水性ブロックは、上下層
シートに対する不均等な外圧に対処する他に、循環液封
入槽9の形状を維持することでコロイド液の円滑な循環
をも併せて確保している。
In addition, although the expression is omitted, in the present embodiment, the shape of the circulating fluid sealing tank 9 is maintained and uneven outer pressure is applied to the upper and lower sheets so that the sheets are not damaged. In FIG. 6, a water-permeable block and the like are provided inside, and the state is displayed in another embodiment shown in FIG. Further, the water-permeable block not only deals with uneven external pressure on the upper and lower sheets, but also maintains the shape of the circulating liquid enclosing tank 9 to ensure smooth circulation of the colloidal liquid.

【0030】図4は、図2においてB−B矢視した一部
断面の斜視図であり、循環液封入槽9における仕切り管
11と給液管7もしくは排液管8との接続状態を斜視し
て表現している。
FIG. 4 is a perspective view of a partial cross section taken along the line BB in FIG. 2, showing a perspective view of the connection state between the partition pipe 11 and the liquid supply pipe 7 or the drain pipe 8 in the circulating liquid sealing tank 9. I am expressing.

【0031】本発明による遮水シート5は、掘削された
窪地の底部4に縦横に配置されている敷設盤35の上に
貼設されている。コンクリートで構築されている敷設盤
35には、給液管7もしくは排液管8が埋設されてお
り、循環液封入槽9との接続部のみを敷設盤35’の上
に突出させている。
The water blocking sheet 5 according to the present invention is stuck on a laying board 35 which is vertically and horizontally arranged on the bottom portion 4 of the excavated hollow. The liquid supply pipe 7 or the drainage pipe 8 is embedded in the laying board 35 constructed of concrete, and only the connecting portion with the circulating liquid sealing tank 9 is projected onto the laying board 35 '.

【0032】本実施の形態における仕切り管11は、上
下層シートと同等もしくはこれよりも堅固な材質で構成
されており、その上下両側には、同じく上下層シートと
同等もしくはこれよりも堅固な材質で構成される帯状の
下面材14、14と上面材15、15を装備している。
The partition tube 11 in the present embodiment is made of a material which is equal to or more rigid than the upper and lower layers sheets, and upper and lower sides of which are also made of a material which is equal to or stronger than the upper and lower layers sheets. It is equipped with strip-shaped lower surface materials 14 and 14 and upper surface materials 15 and 15.

【0033】図示のように、給液管7もしくは排液管8
の接続部19は、仕切り管11の下面材14、14に形
成することで下層シート12には給液管7もしくは排液
管8を接続するための開口部を形成することを無くして
おり、下層シート12が給液管7もしくは排液管8と接
続する際に生ずる可能性のある不要な応力発生を回避し
ている。
As shown, the liquid supply pipe 7 or the drain pipe 8
The connecting portion 19 is formed on the lower surface materials 14, 14 of the partition pipe 11 so that the lower sheet 12 does not have an opening for connecting the liquid supply pipe 7 or the drain pipe 8. Unnecessary stress generation that may occur when the lower layer sheet 12 is connected to the liquid supply pipe 7 or the liquid discharge pipe 8 is avoided.

【0034】従って、本発明による遮水シート5は、給
液管7もしくは排液管8との接続による過剰な応力の発
生を無くすることで破損の危惧を解消させており、品質
の確立を強化している。
Therefore, the water-blocking sheet 5 according to the present invention eliminates the possibility of excessive stress due to the connection with the liquid supply pipe 7 or the drainage pipe 8, thereby eliminating the risk of damage and establishing quality. It is strengthening.

【0035】又、循環液封入槽9における給液管7と排
液管8との接続は、原則的に循環液封入槽9の対称的な
位置に置いて行われることが重要であり、これによっ
て、循環液封入槽9の全域に対して万遍ない監視機能を
発揮している。
In addition, it is important that the connection between the liquid supply pipe 7 and the drainage pipe 8 in the circulating fluid sealing tank 9 is made in principle at symmetrical positions in the circulating fluid sealing tank 9. By virtue of this, a uniform monitoring function is exhibited for the whole area of the circulating fluid sealing tank 9.

【0036】本実施の形態では、給液管7もしくは排液
管8を一個所の接続部19に置いて接続している。
In the present embodiment, the liquid supply pipe 7 or the liquid discharge pipe 8 is placed at one connecting portion 19 for connection.

【0037】給液管7もしくは排液管8の一方は、循環
液体貯槽9内に置いて接続部19と対角する位置まで延
長されている仕切り管11の仕切り配管17と接続する
ことで、給排出するコロイド液を循環液体貯槽9の全域
に浸透するように構成している。
By connecting one of the liquid supply pipe 7 and the drainage pipe 8 to the partition pipe 17 of the partition pipe 11 which is placed in the circulating liquid storage tank 9 and extends to a position diagonal to the connecting portion 19, The colloidal liquid to be supplied and discharged is configured to penetrate into the entire circulation liquid storage tank 9.

【0038】本実施の形態では、接続部19が、敷地盤
35’に纏めて平行に配置さる給液管7と排液管8とを
合成ゴム等から構成される貫通部材20に挿着すること
で構成されており、給液管7を循環液体貯槽9の一方に
おいて解放した状態にしながら、排液管8を仕切り配管
17からの配管21に併合ナット22によって接続する
ことで、仕切り配管17の開口を給液管7と対角状態に
分離した位置に配置して、循環液封入槽9における対称
的な位置関係を確立している。
In the present embodiment, the connection portion 19 inserts the liquid supply pipe 7 and the liquid discharge pipe 8 which are collectively arranged in parallel on the site board 35 'into the penetrating member 20 made of synthetic rubber or the like. The drain pipe 8 is connected to the pipe 21 from the partition pipe 17 by the merging nut 22 while the liquid supply pipe 7 is opened in one of the circulating liquid storage tanks 9. The openings are arranged at positions diagonally separated from the liquid supply pipe 7 to establish a symmetrical positional relationship in the circulating liquid sealing tank 9.

【0039】仕切り配管17の開口状態とその位置関係
は、図2のC−C矢視による断面図である図5に示され
ている。
The opening state of the partition pipe 17 and its positional relationship are shown in FIG. 5, which is a sectional view taken along the line CC in FIG.

【0040】仕切り管11を構成している仕切り配管1
7は、上述のように配管21を経由させて排液管8に接
続されており、仕切り配管17の中央に設けられた通孔
18に連通している開口23を解放することで、給液管
7と対称的な位置において循環液封入槽9に排液管8を
解放している。
Partition pipe 1 constituting the partition pipe 11
7 is connected to the drainage pipe 8 via the pipe 21 as described above, and by opening the opening 23 communicating with the through hole 18 provided at the center of the partition pipe 17, The drainage pipe 8 is opened to the circulating liquid sealing tank 9 at a position symmetrical to the pipe 7.

【0041】以上の構成によって、給液管7もしくは排
液管8の一方が、循環液体貯槽9内の対角する位置まで
延長されている仕切り管11の仕切り配管17に接続さ
れることになっており、給排出するコロイド液を循環液
体貯槽9の全域に浸透させることができる。
With the above structure, one of the liquid supply pipe 7 and the liquid discharge pipe 8 is connected to the partition pipe 17 of the partition pipe 11 extending to the diagonal position in the circulating liquid storage tank 9. Therefore, the colloidal liquid to be supplied and discharged can be permeated into the entire circulation liquid storage tank 9.

【0042】従って、本発明における給排出管の接続状
態は、接続部を一個所だけに設けたことによって、循環
液体貯槽内の接続部が通常の場合の半分に削減されると
同時に、給液管と排液管とを埋設する敷設盤の施工が半
減して、他の敷設盤は単なるコンクリートブロックとし
ての施工で充分になる。
Therefore, the connection state of the supply / discharge pipe in the present invention is such that the connection portion in the circulating liquid storage tank is reduced to half of the usual case by providing the connection portion only at one place, and at the same time, the liquid supply liquid is supplied. Construction work of the laying board for burying the pipe and the drainage pipe is halved, and construction of the other laying boards as a mere concrete block is sufficient.

【0043】加えて、仕切り管に仕切り配管を予め加工
して置いて在るものであるから、現地における配管の配
置作業が省略されて敷設盤と給排出管の作業量は大幅に
低減されることになり、施工コストの低減と工期の短縮
に大いに貢献するものである。
In addition, since the partition pipe is preliminarily processed and placed on the partition pipe, the work of arranging the pipe on site is omitted and the work amount of the laying board and the supply / discharge pipe is significantly reduced. This will greatly contribute to the reduction of construction cost and the construction period.

【0044】しかして、図6は、本発明による遮水シー
トの仕切り管における他の実施形態を示している。
Therefore, FIG. 6 shows another embodiment of the partition tube of the waterproof sheet according to the present invention.

【0045】本実施の形態における仕切り管24は、仕
切り配管25を中心にして構成されている。仕切り管2
4は、仕切り配管25の下方に下層シート部材26を配
備することで、仕切り配管の両側に下層接合面27、2
7を形成している。又、仕切り配管25を囲って上層シ
ート部材28が配置され、接合によって仕切り配管25
と一体に構成されており、一方の上層接合面29がその
外方に形成されると共に、上層シート部材28の上に他
方の上層シート部材30が上層シート部材28の一体接
合点32から仕切り配管25を跨いで貼設されること
で、他方の上層接合面31が仕切り配管25上の貼設範
囲から外方部分に形成されている。
The partition pipe 24 in the present embodiment is mainly composed of the partition pipe 25. Partition tube 2
4 arranges the lower layer sheet member 26 below the partition pipe 25 so that the lower layer joint surfaces 27, 2 are provided on both sides of the partition pipe.
Forming 7. Further, the upper layer sheet member 28 is arranged so as to surround the partition pipe 25, and the partition pipe 25 is joined by joining.
And one upper-layer joint surface 29 is formed on the outside thereof, and the other upper-layer sheet member 30 is formed on the upper-layer sheet member 28 from the integral joint point 32 of the upper-layer sheet member 28 by a partition pipe. By being attached across 25, the other upper layer joint surface 31 is formed on the partition pipe 25 at an outer portion from the attaching range.

【0046】下層接合面27、27には、他の実施の形
態と同様に下層シートが接合され、上層接合面29と上
層接合面31には、上層シートが接合されて循環液体貯
槽を構成している。
Similar to the other embodiments, the lower layer sheet is joined to the lower layer joint surfaces 27 and 27, and the upper layer sheet is joined to the upper layer joint surface 29 and the upper layer joint surface 31 to form a circulating liquid storage tank. ing.

【0047】本実施の形態においても、仕切り管24に
対する給排出管の接続状態は、上記実施の形態と同様で
あり、仕切り管24としては、下層接合面27、27と
上層接合面29、31との形態が上記実施の形態と異な
って、工場等で加工されることなく簡素に形成できる便
利さを発揮している。
In this embodiment as well, the connection state of the supply / discharge pipe to the partition pipe 24 is the same as that of the above-mentioned embodiment, and the partition pipe 24 includes the lower layer joint surfaces 27 and 27 and the upper layer joint surfaces 29 and 31. Unlike the above-mentioned embodiment, the above-mentioned form exhibits the convenience that it can be simply formed without being processed in a factory or the like.

【0048】尚、下層シート部材26については、仕切
り配管25の下方に配備して下層接合面27、27に下
層シートを接合するものであることから、遮水シートの
施工形態を勘案すると、下層シート部材26と貼設する
下層シートとを一体ものとして配備することも状況に合
わせて選択できる施工形態である。
The lower layer sheet member 26 is arranged below the partition pipe 25 to join the lower layer sheet to the lower layer joint surfaces 27, 27. It is also a construction mode in which the sheet member 26 and the lower layer sheet to be pasted are provided as an integrated body depending on the situation.

【0049】本実施の形態は、本発明による遮水シート
を自己修復型廃棄物処分施設に適用した例であり、仕切
り管はコロイド液を給排出する循環液体貯槽の構成体と
して説明してきた。
The present embodiment is an example in which the water blocking sheet according to the present invention is applied to a self-repair type waste disposal facility, and the partition tube has been described as a structure of a circulating liquid storage tank for supplying and discharging colloidal liquid.

【0050】しかして、本発明による遮水シートは、循
環液体貯槽の施工完成時においてその品質を確認するた
めに、給排出管に真空ポンプ等を接続することによって
遮水性の検知を行うことも当然に可能であることから、
これらの機能を生かすことによって、遮水シートを廃棄
物処分施設における一般的な二重遮水シートとして用い
る場合には、その漏水試験や遮水シートの破損による漏
水検知に対しても適用することが可能である。
However, in the water blocking sheet according to the present invention, in order to confirm the quality of the circulating liquid storage tank when the construction is completed, the water blocking sheet may be detected by connecting a vacuum pump or the like to the supply / discharge pipe. Of course it is possible,
By making use of these functions, when using the impermeable sheet as a general double impermeable sheet in a waste disposal facility, apply it to the water leakage test and water leakage detection due to damage of the impermeable sheet. Is possible.

【0051】以上の詳細な説明で明らかなように、本発
明による廃棄物処分施設における遮水シートは、上記し
た構成によって仕切り管を基準骨格にしながら、その上
下面材上に各上下層シートを貼設するのみで循環液体貯
槽が形成されると同時に、循環液体貯槽に接続する給排
出管の配置も一個所で達成させることによって、循環液
体貯槽内の配管を省略させて、遮水シートを迅速かつ堅
固に形成している。
As is clear from the above detailed description, the water-impervious sheet in the waste disposal facility according to the present invention has the upper and lower surface sheets on which upper and lower surface sheets are formed while using the partition pipe as a standard skeleton. The circulation liquid storage tank is formed only by pasting it, and at the same time, the supply and discharge pipes connected to the circulation liquid storage tank can be arranged in one place, so that the piping in the circulation liquid storage tank can be omitted and the water shielding sheet can be used. It forms quickly and firmly.

【0052】次に、本発明による遮水シートの施工法に
ついて説明する。本発明の廃棄物処分施設における遮水
シートの施工法は、上記廃棄物処分施設における遮水シ
ートの施工法であって、廃棄物処分場の基礎地盤上に所
定間隔で敷設盤を造成すると共に、循環液体の給排出管
を敷設盤に埋設させて配管し、敷設盤上に上面材及び下
面材を備えた仕切り管を縦横に敷設し埋設させた給排出
管に仕切り管を接続させながら貼設し、しかる後に仕切
り管の下面材間に循環液封入槽の下層面を構成する下層
シートを貼設し、次いで仕切り管の上面材間に循環液封
入槽の上層面を構成する上層シートを貼設して、循環液
体の給排出管と接続した循環液封入槽を構成しており、
循環液体の給排出管を形成する循環液封入槽に在る循環
液体の給排出管と接続する位置に埋設させて配管するこ
と及び循環液体の給排出管を形成する循環液封入槽に在
る循環液体の給排出管と単一個所で接続することを特徴
にしている。
Next, a method of constructing the water blocking sheet according to the present invention will be described. The construction method of the impermeable sheet in the waste disposal facility of the present invention is the construction method of the impermeable sheet in the above-mentioned waste disposal facility, in which the laying board is constructed at predetermined intervals on the foundation ground of the waste disposal site. , The circulating liquid supply / discharge pipe is embedded in the laying board to be piped, and the partition pipe with the upper surface material and the lower surface material is laid vertically / horizontally on the laying board, and is attached while connecting the partition pipe to the buried supply / discharge pipe. After that, the lower layer sheet that constitutes the lower layer surface of the circulating fluid sealing tank is attached between the lower surface materials of the partition pipe, and then the upper layer sheet that configures the upper layer surface of the circulating fluid sealing tank between the upper surface materials of the partition tube. It is affixed to form a circulating fluid filling tank connected to the supply and discharge pipes for circulating fluid.
It exists in the circulating fluid filling tank that forms the circulating fluid supply / discharge tube. It is embedded in the position where it is connected to the circulating liquid feeding / discharging tube, and it is in the circulating fluid filling tank that forms the circulating liquid supply / discharge tube. It is characterized in that it is connected to a supply / discharge pipe for circulating liquid at a single point.

【0053】以下に、本発明による施工法の実施の形態
を、その施行工程に従った図面に基づいて詳細に説明す
る。
Embodiments of the construction method according to the present invention will be described in detail below with reference to the drawings in accordance with the steps for carrying out the construction method.

【0054】図7は、仕切り管を貼設するために、敷設
盤を造成する工程を示す平面図である。
FIG. 7 is a plan view showing a process of constructing a laying board for attaching a partition pipe.

【0055】仕切り管を貼設するための敷設盤は、廃棄
物処分場の基礎地盤上に遮水シートを設置するために、
循環液封入槽の配置に合わせて縦方向敷設部33を造成
し、これに直交させた形態で所定の間隔に造成される横
方向敷設部34、35、35’〜37、37’及び38
を配置し、この間を半分幅の縦方向敷設部39、39で
接続することから構成されている。
The laying board for attaching the partition pipe is provided for installing the water blocking sheet on the foundation ground of the waste disposal site.
A vertical laying portion 33 is formed in accordance with the arrangement of the circulating fluid sealing tank, and horizontal laying portions 34, 35, 35 'to 37, 37' and 38 are formed at predetermined intervals in a form orthogonal to this.
Are arranged and are connected by half-width vertical laying portions 39, 39.

【0056】尚、本実施の形態では、敷設盤の造成を循
環液封入槽の配置に合わせて矩形状に設置しているが、
廃棄物処分場の形状によっては部分的に三角形のような
多角形に形成する場合もある。
In the present embodiment, the construction of the laying board is installed in a rectangular shape according to the arrangement of the circulating fluid sealing tank.
Depending on the shape of the waste disposal site, it may be partially formed into a polygon such as a triangle.

【0057】又、敷設盤の造成は、循環液封入槽の全長
に亘って縦横に実施することで、追って貼設する仕切り
管や仕切り部材のずれを無くして、貼設精度の向上を図
っているが、他の実施の形態としては、敷設盤をその交
差部のみにブロック状に形成した敷設盤にして、この間
の途中については、敷設盤を省略して廃棄物処分場の基
礎地盤上に仕切り管や仕切り部材を配置することも可能
である。
The construction of the laying board is carried out vertically and horizontally over the entire length of the circulating fluid enclosing tank to eliminate the deviation of the partition pipes and partition members to be attached later and to improve the attaching accuracy. However, as another embodiment, the laying board is a laying board formed in a block shape only at the intersections thereof, and the laying board is omitted in the middle of this while the laying board is placed on the basic ground of the waste disposal site. It is also possible to arrange a partition tube or a partition member.

【0058】敷設盤には、循環液封入槽に循環液体を供
給するための給排出管が埋設されているが、本実施の形
態では、図2で説明した遮水シート5に対応させるため
に、図示のように埋設されている。
A supply / discharge pipe for supplying the circulating liquid to the circulating liquid sealing tank is buried in the laying board, but in the present embodiment, in order to correspond to the impermeable sheet 5 described in FIG. , Is buried as shown.

【0059】即ち、給液管7は、左方において縦方向敷
設部39の近傍に接している横方向敷設部34〜37の
外方端下方と右方において縦方向敷設部33の近傍に接
している横方向敷設部34〜37’の内方端下方に埋設
されている。同様に、排液管8は、左方において縦方向
敷設部39の近傍に接している横方向敷設部34〜37
の外方端下方と右方において縦方向敷設部33の近傍に
接している横方向敷設部35’〜38の内方端下方に埋
設されている。
That is, the liquid supply pipe 7 is in contact with the vicinity of the vertical laying portion 39 on the left side and below the outer ends of the horizontal laying parts 34 to 37 which are in contact with the vertical laying portion 39 on the left side. It is buried below the inner ends of the laterally laid portions 34 to 37 '. Similarly, the drainage pipe 8 is provided on the left side with the horizontal laying portions 34 to 37 which are in contact with the vicinity of the vertical laying portion 39.
Are buried below the inner ends of the lateral laying portions 35 'to 38 that are in contact with the vicinity of the vertical laying portion 33 on the lower side and the right side of the outer edge.

【0060】従って、右方の横方向敷設部35’〜38
には、縦方向敷設部33の近傍に接している範囲を除い
て給排出管の埋設を不要にしており、敷設盤の施工にお
いて施工の容易性と効率の向上を図っている。
Therefore, the right lateral laying portions 35'-38 are provided.
However, it is not necessary to bury the supply and discharge pipe except for the area in contact with the vicinity of the vertically laid portion 33, and the easiness and efficiency of the construction of the laying board are improved.

【0061】そして、給液管7と排液管8の端部は、敷
設盤の上面に突出された状態で設置されており、構成す
る循環液封入槽において相互に分離した対角状態に配置
される状態にして、敷設盤に貼設する各仕切り管を配置
する目印にしている。
The ends of the liquid supply pipe 7 and the liquid discharge pipe 8 are installed so as to project from the upper surface of the laying board, and are arranged in a diagonal state in which they are separated from each other in the circulating fluid enclosing tank which constitutes them. In this state, it is used as a mark for arranging each partition pipe to be attached to the laying board.

【0062】図8は、敷設盤上に仕切り管を貼設する工
程が示される平面図である。仕切り管11は、図示のよ
うに横方向敷設部35、35’〜37、37’の上に配
置されており、仕切り管11−1は、仕切り管11を偏
らせて変則的に形成しており、遮水シート5の外側を構
成して横方向敷設部38の上に配置されている。
FIG. 8 is a plan view showing a step of attaching a partition pipe on the laying board. The partition tube 11 is arranged on the laterally laid portions 35, 35 ′ to 37, 37 ′ as shown in the figure, and the partition tube 11-1 is formed by biasing the partition tube 11 in an irregular manner. And constitutes the outside of the water-blocking sheet 5 and is arranged on the laterally laid portion 38.

【0063】又、仕切り部材11’は、中央部に造成さ
れている縦方向敷設部33に配置されており、仕切り部
材11”は、仕切り部材11’を半分に偏らせて変則的
に形成して遮水シート5の外側を構成して、横方向敷設
部34と縦方向敷設部39、39に配置されている。
Further, the partition member 11 'is arranged in the vertical laying portion 33 formed in the central portion, and the partition member 11''is formed irregularly by biasing the partition member 11' in half. And constitutes the outside of the water-blocking sheet 5, and is arranged in the horizontal laying portion 34 and the vertical laying portions 39, 39.

【0064】仕切り管11、11−1及び仕切り部材1
1’、11”は、給排出管を目印にして配置された後に
貼設されており、仕切り管11、11−1は、その下面
材14に給液管7もしくは排液管8の端部を接続して、
必要な仕切り配管17と接合させながら循環液封入槽の
槽壁と所定の配管を形成している。
Partition tubes 11, 11-1 and partition member 1
The reference numerals 1'and 11 "are provided after the supply and discharge pipes are arranged as marks, and the partition pipes 11 and 11-1 are attached to the lower surface member 14 of the liquid supply pipe 7 or the drain pipe 8. Connect
A predetermined pipe is formed with the tank wall of the circulating fluid sealing tank while being joined to the necessary partition pipe 17.

【0065】図9は、敷設盤上の仕切り管に下層シート
を貼設する工程が示される平面図であり、敷設盤上に貼
設された仕切り管11、11−1及び仕切り部材1
1’、11”は、各下面材14間に下層シート12を貼
設して循環液封入槽の下層面を構成している。
FIG. 9 is a plan view showing the step of attaching the lower layer sheet to the partition pipe on the laying board, and the partition tubes 11, 11-1 and the partition member 1 attached on the laying board.
1'and 11 "form the lower layer surface of the circulating fluid sealing tank by laminating the lower layer sheet 12 between the lower surface materials 14.

【0066】同様に、 図10は、敷設盤上の仕切り管
に上層シートを貼設する工程が示される平面図であり、
下層シート12を貼設した仕切り管から構成される循環
液封入槽の内部に透水性ブロックを配備した後に、仕切
り管11、11−1及び仕切り部材11’、11”の各
上面材15間に上層シート13を貼設することで所望の
循環液封入槽9を完成させている。
Similarly, FIG. 10 is a plan view showing the step of attaching the upper layer sheet to the partition tube on the laying board,
After arranging the water-permeable block inside the circulating fluid sealing tank composed of the partition tube to which the lower layer sheet 12 is attached, the partition tubes 11 and 11-1 and the partition members 11 ′ and 11 ″ are provided between the respective upper surface members 15. By laminating the upper layer sheet 13, the desired circulating fluid enclosure 9 is completed.

【0067】以上のように、本発明による廃棄物処分施
設における遮水シートの施工法は、上記した各工程の説
明で明らかなように、廃棄物処分場の基礎地盤上に造成
した半分の敷設盤上に給排出管を埋設し、この給排出管
を目印にして仕切り管を貼設すると共に、給排出管を必
要な仕切り配管に接合させながら、循環液封入槽の槽壁
と所定の配管を形成して、しかる後に、仕切り管と仕切
り部材の上下面材上に各層シートを貼設するように構成
することによって、循環液封入槽内における別途の配管
作業を不要にしており、遮水シートを簡易かつ迅速に削
減されたコストで施工している。
As described above, the construction method of the water-blocking sheet in the waste disposal facility according to the present invention is, as is clear from the explanation of each step described above, the half laying constructed on the foundation ground of the waste disposal site. A supply / discharge pipe is embedded on the panel, a partition pipe is pasted with this supply / discharge pipe as a mark, and the supply / discharge pipe is joined to the necessary partition pipe, and the tank wall of the circulating fluid filling tank and a predetermined pipe After that, by forming each partition sheet on the upper and lower surface materials of the partition tube and the partition member after that, separate piping work in the circulating fluid sealing tank is unnecessary, and Seats are easily and quickly constructed at reduced costs.

【0068】以上、本発明を実施の形態に基づいて詳細
に説明してきたが、本発明は上記実施の形態に何ら限定
されるものでなく、発明の趣旨に反しない範囲におい
て、各種の変更が可能であることは当然である。
The present invention has been described in detail above based on the embodiments. However, the present invention is not limited to the above embodiments, and various modifications can be made without departing from the spirit of the invention. Of course it is possible.

【0069】[0069]

【発明の効果】請求項1に記載の廃棄物処分施設におけ
る遮水シートは、廃棄物処分場の基礎地盤上に所定間隔
で縦横に敷設する帯状の上面材及び下面材を備えた仕切
り管と仕切り管の上下面材間に貼設されて循環液封入槽
を構成する上下層シート及び循環液封入槽に接続される
循環液体の給排出管から構成されるので、仕切り管を基
準骨格にしてその上下面材上に各層シートを貼設するの
みで、配管を完了した遮水シートを迅速かつ堅固に形成
する効果を奏している。
The water impervious sheet in the waste disposal facility according to claim 1 is a partition tube provided with strip-shaped upper and lower surface materials laid vertically and horizontally on the foundation ground of the waste disposal site at predetermined intervals. It is composed of upper and lower sheets that are attached between the upper and lower surface materials of the partition pipe to form the circulating fluid sealing tank, and the supply and discharge pipes of the circulating liquid connected to the circulating fluid sealing tank. By simply sticking each layer sheet on the upper and lower surface materials, the effect of quickly and firmly forming the water impervious sheet for which the piping is completed is achieved.

【0070】請求項2に記載の廃棄物処分施設における
遮水シートは、請求項1に記載の遮水シートにおいて、
仕切り管を給排出管の少なくとも一方と接続することを
特徴としているので、上記効果に加えて、循環液封入槽
内における給排出管の配管を省略できる効果を奏してい
る。
The waterproof sheet in the waste disposal facility according to claim 2 is the waterproof sheet according to claim 1,
Since the partition pipe is connected to at least one of the supply and discharge pipes, in addition to the above effect, there is an effect that the piping of the supply and discharge pipe in the circulating fluid sealing tank can be omitted.

【0071】請求項3に記載の廃棄物処分施設における
遮水シートは、請求項1又は2に記載の遮水シートにお
いて、循環液封入槽に透水性ブロックを内蔵することを
特徴としているので、上記効果に加えて、循環液封入槽
における形状を安定させて上下層シートに対する不均等
な外圧に対処すると共に、コロイド液の円滑な循環を確
保できる効果を奏している。
Since the water-blocking sheet in the waste disposal facility according to claim 3 is the water-blocking sheet according to claim 1 or 2, characterized in that the circulating fluid sealing tank has a water-permeable block built therein. In addition to the above effects, it is possible to stabilize the shape of the circulating fluid enclosing tank to cope with uneven external pressure on the upper and lower sheets and to ensure smooth circulation of the colloidal solution.

【0072】請求項4に記載の廃棄物処分施設における
遮水シートの施工法は、請求項1乃至3のいずれかに記
載の遮水シートの施工法であって、廃棄物処分場の基礎
地盤上に所定間隔で敷設盤を造成すると共に、循環液体
の給排出管を敷設盤に埋設させて配管し、敷設盤上に上
下面材を備えた仕切り管を縦横に敷設し埋設させた給排
出管に仕切り管を接続させながら貼設し、しかる後に仕
切り管の上下面材間に上下層シートを貼設して循環液体
の給排出管と接続した循環液封入槽を構成しているの
で、埋設した給排出管に仕切り管を接続して配置位置を
決めると共に、その上下面材上に各層シートを貼設する
ことで遮水シートの簡潔で迅速な施工を確立しており、
併せて循環液封入槽内における配管を省略しながら下層
シートと給排出管との間に不要な圧力を加えずに低コス
トで容易に施工できる効果を奏している。
The construction method of the water blocking sheet in the waste disposal facility according to claim 4 is the construction method of the water blocking sheet according to any one of claims 1 to 3, wherein the foundation ground of the waste disposal site is In addition to constructing a laying board on the top with a predetermined interval, supply and discharge pipes for circulating liquid are buried in the laying board for piping, and partition pipes with upper and lower surface materials are laid vertically and horizontally on the laying board for supply and discharge. Since the partition pipe is attached while connecting to the pipe, and after that, the upper and lower layer sheets are attached between the upper and lower surface materials of the partition pipe to form a circulating liquid sealing tank connected to the supply and discharge pipes of the circulating liquid. We have established a simple and quick construction of the water-blocking sheet by connecting the partition pipe to the buried supply and discharge pipe and deciding the placement position and pasting each layer sheet on the upper and lower surface materials,
At the same time, it has an effect that it can be easily installed at a low cost without applying unnecessary pressure between the lower layer sheet and the supply / discharge pipe while omitting the pipe in the circulating fluid sealing tank.

【0073】請求項5に記載の廃棄物処分施設における
遮水シートの施工法は、請求項4に記載の遮水シートの
施工法において、循環液体の給排出管を形成する循環液
封入槽に在る循環液体の給排出管と接続する位置に埋設
させて配管することを特徴としているので、上記効果に
加えて、仕切り管の配置位置を容易に決定できる効果を
奏している。
The construction method of the water-blocking sheet in the waste disposal facility according to claim 5 is the construction method of the water-blocking sheet according to claim 4, in which a circulating liquid filling tank forming a supply / discharge pipe for circulating liquid is provided. Since it is characterized in that it is embedded in the position where it is connected to the existing supply / discharge pipe of the circulating liquid and piping is provided, in addition to the above-mentioned effect, it has the effect of easily determining the arrangement position of the partition pipe.

【0074】請求項6に記載の廃棄物処分施設における
遮水シートの施工法は、請求項4又は5に記載の遮水シ
ートの施工法において、循環液体の給排出管を形成する
循環液封入槽に在る循環液体の給排出管と単一個所で接
続することを特徴としているので、上記効果に加えて、
循環液体の給排出管の埋設位置を削減してコストの削減
と工期の短縮を図ることができる効果を奏している。
The construction method of the water-blocking sheet in the waste disposal facility according to claim 6 is the same as the construction method of the water-blocking sheet according to claim 4 or 5, wherein the circulating liquid is filled to form a supply / discharge pipe for the circulating liquid. In addition to the above effects, in addition to the above effects, it is characterized by connecting to the supply and discharge pipes of the circulating liquid in the tank at a single point.
This has the effect of reducing the burying position of the supply and discharge pipes for the circulating liquid to reduce the cost and the construction period.

【図面の簡単な説明】[Brief description of drawings]

【 図1】本発明による廃棄物処分施設における遮水シ
ートの実施の形態を示す横断面図
FIG. 1 is a cross-sectional view showing an embodiment of a waterproof sheet in a waste disposal facility according to the present invention.

【 図2】本発明による廃棄物処分施設における遮水シ
ートの実施の形態を示す平面図
FIG. 2 is a plan view showing an embodiment of a waterproof sheet in a waste disposal facility according to the present invention.

【図3】図2におけるA−A矢視による断面図FIG. 3 is a sectional view taken along the line AA in FIG.

【 図4】図2におけるB−B矢視による断面斜視図4 is a sectional perspective view taken along the line BB in FIG.

【 図5】図2におけるC−C矢視による断面図5 is a sectional view taken along the line CC in FIG.

【 図6】本発明に採用する仕切り管における他の実施
形態図
FIG. 6 is a diagram of another embodiment of the partition tube used in the present invention.

【 図7】仕切り管の敷設盤における実施の形態図FIG. 7 is a diagram showing an embodiment of a partition pipe laying board.

【 図8】敷設盤に仕切り管を貼設する実施の形態図FIG. 8 is a diagram of an embodiment in which a partition pipe is attached to a laying board.

【 図9】仕切り管に対する下層シートの貼設図[Fig. 9] Illustration of attachment of lower layer sheet to partition tube

【 図10】仕切り管に対する上層シートの貼設図[Fig. 10] Attachment diagram of upper layer sheet to partition tube

【 図11】自己修復型廃棄物処分施設の概要図[Figure 11] Schematic diagram of self-repairing waste disposal facility

【 図12】自己修復型廃棄物処分施設の遮水機構図[Figure 12] Water-blocking mechanism diagram of self-repairing waste disposal facility

【符号の説明】[Explanation of symbols]

1 廃棄物処分施設、 2 廃棄物処分場、 3 管理
棟、 4 底部、5 遮水シート、 6 コロイド液タ
ンク、 7 給液管、 8 廃液管、9 循環液封入
槽、 10 法面、 11、11−1 仕切り管、1
1’、11” 仕切り部材、 12 下層シート、 1
3 上層シート、14 下面材、 15 上面材、 1
6 仕切り板、 17 仕切り配管、18 通孔、 1
9 接続部、 20 貫通部材、 21 配管、22
併合ナット、 23 開口、 24 仕切り管、 25
仕切り配管、26 下層シート部材、 27 下層接
合面、 28 上層シート部材、29 上層接合面、
30 上層シート部材、 31 上層接合面、32 一
体接合点、 33 縦方向敷設部、 34 横方向敷設
部、35、35’〜37、37’ 横方向敷設部、
38 横方向敷設部、39 縦方向敷設部、 40 自
己修復型廃棄物処分施設、41 廃棄物処分場、 42
管理棟、 43 遮水シート、44 供給設備、 4
5 送水設備、 46 排水設備、 47 制御設備、
50 遮水機構、 51 制御機構、 52 供給管理
機構、53 検知機構、
1 waste disposal facility, 2 waste disposal site, 3 management building, 4 bottom part, 5 water barrier sheet, 6 colloid liquid tank, 7 liquid supply pipe, 8 waste liquid pipe, 9 circulating liquid sealing tank, 10 slope, 11, 11-1 Partition tube, 1
1 ', 11 "partition member, 12 lower layer sheet, 1
3 Upper layer sheet, 14 Lower surface material, 15 Upper surface material, 1
6 partition plates, 17 partition pipes, 18 through holes, 1
9 connection part, 20 penetration member, 21 piping, 22
Merging nut, 23 openings, 24 partition tubes, 25
Partition pipe, 26 lower layer sheet member, 27 lower layer joint surface, 28 upper layer sheet member, 29 upper layer joint surface,
30 upper layer sheet member, 31 upper layer joint surface, 32 integral joint point, 33 vertical laying portion, 34 lateral laying portion, 35, 35 'to 37, 37' lateral laying portion,
38 Horizontal laying section, 39 Vertical laying section, 40 Self-repairing waste disposal facility, 41 Waste disposal site, 42
Administration building, 43 water barrier sheet, 44 supply equipment, 4
5 water supply equipment, 46 drainage equipment, 47 control equipment,
50 water barrier mechanism, 51 control mechanism, 52 supply management mechanism, 53 detection mechanism,

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 廃棄物処分場の基礎地盤上に所定間隔で
縦横に敷設する帯状の上面材及び下面材を備えた仕切り
管、該仕切り管の下面材間に貼設されて循環液封入槽の
下層面を構成する下層シート、該仕切り管の上面材間に
貼設されて循環液封入槽の上層面を構成する上層シート
及び構成される循環液封入槽に接続される循環液体の給
排出管から構成される廃棄物処分施設における遮水シー
ト。
1. A partition pipe provided with a belt-shaped upper surface material and a lower surface material, which are laid vertically and horizontally at a predetermined interval on the foundation ground of a waste disposal site, and a circulating fluid sealing tank attached between the lower surface materials of the partition tube. Lower sheet constituting the lower layer surface of the partition tube, upper sheet laminated between the upper surface materials of the partition tubes to constitute the upper layer surface of the circulating fluid sealing tank, and supply / discharge of the circulating liquid connected to the circulating fluid sealing tank Impermeable sheet at a waste disposal facility consisting of pipes.
【請求項2】 仕切り管が、給排出管の少なくとも一方
と接続していることを特徴とする請求項1に記載の廃棄
物処分施設における遮水シート。
2. The water blocking sheet in a waste disposal facility according to claim 1, wherein the partition pipe is connected to at least one of the supply and discharge pipes.
【請求項3】 循環液封入槽が、透水性ブロックを内蔵
することを特徴とする請求項1又は2に記載の廃棄物処
分施設における遮水シート。
3. The water blocking sheet in a waste disposal facility according to claim 1, wherein the circulating liquid sealing tank has a water permeable block built therein.
【請求項4】 廃棄物処分場の基礎地盤上に所定間隔で
敷設盤を造成すると共に、循環液体の給排出管を該敷設
盤に埋設させて配管し、該敷設盤上に上面材及び下面材
を備えた仕切り管を縦横に敷設し埋設させた給排出管に
仕切り管を接続させながら貼設し、しかる後に該仕切り
管の下面材間に循環液封入槽の下層面を構成する下層シ
ートを貼設し、次いで該仕切り管の上面材間に循環液封
入槽の上層面を構成する上層シートを貼設して、循環液
体の給排出管と接続した循環液封入槽を構成する請求項
1乃至3のいずれかに記載の廃棄物処分施設における遮
水シートの施工法。
4. A laying board is constructed at a predetermined interval on the foundation ground of a waste disposal site, and a supply / discharge pipe for circulating liquid is embedded in the laying board for piping, and an upper surface material and a lower surface are placed on the laying board. A lower layer sheet which is laid vertically and horizontally with a partition material and is attached while connecting the partition tube to the embedded supply / discharge tube, and thereafter the lower surface of the circulating fluid sealing tank is formed between the lower surface materials of the partition tube. And a top sheet that constitutes the upper layer surface of the circulating fluid enclosing tank is pasted between the upper surface materials of the partition pipe to form a circulating fluid enclosing tank connected to the circulating liquid supply / discharge pipe. The construction method of the water-blocking sheet in the waste disposal facility according to any one of 1 to 3.
【請求項5】 循環液体の給排出管が、形成する循環液
封入槽に在る循環液体の給排出管と接続する位置に埋設
させて配管されることを特徴とする請求項4に記載の廃
棄物処分施設における遮水シートの施工法。
5. The supply / discharge pipe of the circulating liquid is embedded in the position where it is connected to the supply / discharge pipe of the circulating liquid in the circulating liquid sealing tank to be formed, and is piped. Construction method of impermeable sheet in waste disposal facility.
【請求項6】 循環液体の給排出管が、形成する循環液
封入槽に在る循環液体の給排出管と単一個所で接続され
ることを特徴とする請求項4又は5に記載の廃棄物処分
施設における遮水シートの施工法。
6. The waste according to claim 4, wherein the circulating liquid supply / discharge pipe is connected at a single point with the circulating liquid supply / discharge pipe in the circulating liquid sealing tank to be formed. Construction method of impermeable sheet in waste disposal facility.
JP2001258387A 2001-08-28 2001-08-28 Water shielding sheet in waste disposal facility and its construction method Expired - Lifetime JP4657522B2 (en)

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JP4657522B2 JP4657522B2 (en) 2011-03-23

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007301496A (en) * 2006-05-12 2007-11-22 Osaka Prefecture Protective plate-coupling method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0631261A (en) * 1992-07-15 1994-02-08 Bridgestone Corp Impervious sheet
JPH07214026A (en) * 1994-01-28 1995-08-15 Mitsuboshi Belting Ltd Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method
JPH10128268A (en) * 1996-10-25 1998-05-19 Asanumagumi:Kk Detection of failed part of impervious sheet and water stopping method using impervious sheet
JPH11333402A (en) * 1998-03-25 1999-12-07 Toda Constr Co Ltd Water-shielding structure, method for detecting water leakage thereof, and method for repairing water leakage part
JP2001050851A (en) * 1999-08-12 2001-02-23 Takenaka Doboku Co Ltd Method and apparatus for detecting broken portion of water barrier sheet in waste disposal field
JP2001070906A (en) * 1999-09-07 2001-03-21 Geo-Research Institute Self-restoring type waste disposal facility
JP2001070907A (en) * 1999-09-07 2001-03-21 Geo-Research Institute Impervious structure in waste disposal site

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0631261A (en) * 1992-07-15 1994-02-08 Bridgestone Corp Impervious sheet
JPH07214026A (en) * 1994-01-28 1995-08-15 Mitsuboshi Belting Ltd Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method
JPH10128268A (en) * 1996-10-25 1998-05-19 Asanumagumi:Kk Detection of failed part of impervious sheet and water stopping method using impervious sheet
JPH11333402A (en) * 1998-03-25 1999-12-07 Toda Constr Co Ltd Water-shielding structure, method for detecting water leakage thereof, and method for repairing water leakage part
JP2001050851A (en) * 1999-08-12 2001-02-23 Takenaka Doboku Co Ltd Method and apparatus for detecting broken portion of water barrier sheet in waste disposal field
JP2001070906A (en) * 1999-09-07 2001-03-21 Geo-Research Institute Self-restoring type waste disposal facility
JP2001070907A (en) * 1999-09-07 2001-03-21 Geo-Research Institute Impervious structure in waste disposal site

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007301496A (en) * 2006-05-12 2007-11-22 Osaka Prefecture Protective plate-coupling method

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