JP4026683B2 - Impermeable sheet and its laying method - Google Patents

Impermeable sheet and its laying method Download PDF

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JP4026683B2
JP4026683B2 JP2002264002A JP2002264002A JP4026683B2 JP 4026683 B2 JP4026683 B2 JP 4026683B2 JP 2002264002 A JP2002264002 A JP 2002264002A JP 2002264002 A JP2002264002 A JP 2002264002A JP 4026683 B2 JP4026683 B2 JP 4026683B2
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Prior art keywords
water
sheet
floating
floating body
seat body
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JP2004097960A (en
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幸雄 内瀬戸
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洋伸建設株式会社
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【0001】
【発明の属する技術分野】
本発明は遮水シートおよびその敷設方法に関するものである。
【0002】
【従来の技術】
海や湖沼の水面を埋立護岸で所定の大きさに区切った領域に廃棄物を投棄・埋立して埋立処分場を造るには、有害物質が処分場の外に拡散・流出するのを防ぐために遮水シートを敷設する必要がある。この遮水シートの敷設は一枚ではできないため、複数の遮水シートを接合して行っていた。従来の遮水シートの敷設方法としては、特開2002−126683号公報の発明が開示されている。この敷設方法においては、フローターまたは錘体としての収容体を長さ方向に沿って一体的に取り付けた遮水シートを使用している。
【0003】
【発明が解決しようとする課題】
しかし、上記の敷設方法は遮水シートを海面に浮かせたとき、図14に示すように、遮水シート18が弛むため、まっすぐに伸ばした状態での接合および敷設作業をすることが困難であった。
【0004】
本発明は上記のような問題に鑑みてなされたものであり、その目的は、まっすぐに伸ばした状態での接合および敷設作業をすることができる遮水シートおよびその敷設方法を提供することである。
【0005】
【課題を解決するための手段】
以上の課題を解決するための本発明の遮水シートの要旨は、シート本体の上面に短辺方向に沿って伸びた浮体が吊り下げ具で取外自在に取り付けられ、前記浮体はシート本体の長方向に適宜間隔ごとに取り付けられ、これらの浮体間のシート本体の上面には玉ブイが吊り下げ具で適宜間隔をもって設置され、浮体の中央部から左右両端側に位置した吊り下げ具が、シート本体から浮体に向かってそれぞれ外側に傾斜されたことを特徴とする。遮水シートを水に浮かせた場合、シート本体が浮体からの吊り下げ具で吊り下げられると、吊り下げ具間のシートに張力が働くので、まっすぐに伸ばした状態で浮かせることができる。特に、浮体の設置間隔を小さくしたり、各浮体間に吊り下げ具で玉ブイを設けると、吊り下げ間隔が小さくなって、遮水シートがまっすぐに伸ばされた状態になる。また吊り下げ具をシート本体から上方へ向かって外側に傾斜させると、シート本体に外側方向へ伸びる力が働くため、遮水シートをまっすぐに伸ばすことができる。
【0006】
また遮水シートの敷設方法の要旨は、シート本体の上面に短辺方向へ沿って伸びた浮体が吊り下げ具で取外自在に取り付けられ、前記浮体はシート本体の長辺方向に適宜間隔ごとに取り付けられ、これらの浮体間のシート本体の上面には玉ブイが吊り下げ具で適宜間隔をもって設置され、浮体の中央部から左右両端側に位置した吊り下げ具が、シート本体から浮体に向かってそれぞれ外側に傾斜された遮水シートを形成し、該遮水シートを複数水中に浮かせた後、隣接する遮水シートの長方向の端縁間に台船を浮かせ、該台船を傾斜させて一方の長辺側を水中に沈めて、その上面に一方の遮水シートの長方向の端部を引き上げるとともに、前記とは反対側に台船を傾斜させて他方の長辺側を水中に沈めて、その上面に他方の遮水シートの長方向の端部を引き上げた後、これらの遮水シート同士を接合し、この接合した遮水シートを沈設することを特徴とする。
【0007】
【発明の実施の形態】
以下、本発明の遮水シートおよびその敷設方法の実施の形態を図面に基づいて説明する。この遮水シートは、海面を埋立護岸で所定の大きさに区切った領域に廃棄物を投棄・埋立する海面埋立処分場(以下、海面埋立処分場という)の海底に敷設するものである。はじめに、この遮水シートについて説明し、その後に、これを使用した敷設方法について説明する。また各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。
【0008】
図1は第1の実施の形態の遮水シート1を示したものである。この遮水シート1はシート本体2と、このシート本体2の短辺方向に沿い、かつ長方向に適宜間隔ごとに設けられた浮体3と、これらの浮体3間に設置された玉ブイ4とにより構成されている。
【0009】
シート本体2はゴム材料や樹脂材料あるいは熱可塑性エラストマーなどの材料により1〜5mm程度の厚さに形成されたものであり、上面の縦横方向に適宜間隔をもってフック5が設けられ、これにロープなどの吊り下げ具6で浮体3と玉ブイ4とが取外自在に取り付けられている。
【0010】
一方、浮体3は、径が200〜300mm程度の樹脂ホース7の両端に止め栓8が嵌入・固定されて形成され、樹脂ホース7を巻くようにして吊りバンド9が適宜間隔ごとに接着剤、接着テープ、面ファスナーで接着または堅固に結束されている。この浮体3に給気管10から空気が注入されると、フローターとしての機能の他に、剛性の支持材(例えば塩化ビニル管など)としての機能も発揮するため、シート本体2がまっすぐに伸びるようになる。これは吊り下げ間隔aが変わらない吊り下げ具6によって、吊り下げ具間のシート2aを緊張させて弛みにくくするためである。したがって、吊り下げ具6の吊り下げ間隔a、bを全く変えないようにする(例えば、吊り下げ具6を棒材にして、浮体3へ剛接合する)と、シート本体2がまっすぐに伸びるようになる。
【0011】
図4は第2の実施の形態の遮水シート12を示したものである。この遮水シート12は、両端側の吊り下げ具6がシート本体2から浮体3へ向かって外側に傾斜したものであり、これ以外は第1の実施の形態の遮水シート1と同じ構成である。このように両端側の吊り下げ具6を傾斜させると、シート本体2に外側へ伸びる力が働くようになる。
【0012】
また図5は第3の実施の形態の遮水シート13を示したものである。この遮水シート13は、浮体3の中央部から左右両端側に位置した吊り下げ具6を、シート本体2から浮体3に向かってそれぞれ外側に傾斜させたものであり、これ以外は第1の実施の形態の遮水シート1と同じ構成である。このように左右両端側の吊り下げ具6をそれぞれ反対方向に傾斜させると、シート本体2を外側へ伸ばす力が大きくなる。
【0013】
また、上記の実施の形態の遮水シートは、すべて浮体3と玉ブイ4との組み合わせで構成したものであるが、浮体3のみを設けた遮水シートや、浮体3を格子状に設けた遮水シートにすることもできる。
【0014】
次に、第1の実施の形態の遮水シートの海面埋立処分場への敷設方法、すなわち第1の実施の形態の遮水シート1を使用した敷設方法について説明する。これは一枚の遮水シートではできないため、海中に浮かべた複数の遮水シートを台船上で接合してから沈設するものである。したがって、上記の遮水シートも工場または現場における製作ヤードで製作するものであり、本実施の形態においては現場で製作する場合について説明する。
【0015】
はじめに、図6の(1)に示すように、シート本体2を準備し、この上面にフック5を縦横方向に適宜間隔をもって熱溶着、接着剤、接着テープまたは面ファスナーで取り付ける。次に、同図の(2)に示すように、径が200〜300mm程度の樹脂ホース7の両端に止め栓8を嵌入・固定するとともに、樹脂ホース7を巻くようにして吊りバンド9を取り付けて浮体3を形成する。次に、同図の(3)に示すように、吊りバンドに結束した吊り下げ具6をフック5に結束すると、浮体3がシート本体2に取外自在に取り付けられる。そして、この浮体3間におけるフック5に玉ブイ4を吊り下げ具6で取外自在に取り付けて、遮水シート1を完成させる(図7参照)。次いで、給気管10からコンプレッサ11で空気を注入して、浮体3を膨らませる。
【0016】
次に、図8に示すように、海面埋立処分場14の海中15へ複数の遮水シート1を引き入れると、これが浮体3や玉ブイ4によってまっすぐに伸びた状態で浮かぶ。次に、図9の(1)に示すように、これらの遮水シート1の間に台船16を浮かべ、この上で遮水シート1の長方向の端縁同士を接合する。
【0017】
この接合方法は、同図の(2)に示すように、一方の長辺側が水中に沈むように台船16を傾斜させて、その上面に一方の遮水シート1の長方向の端部を引き上げる。次に、同図の(3)に示すように、他方の長辺側が水中に沈むように台船16を傾斜させて、その上面に他方の遮水シート1の長方向の端部を引き上げて、これらの端部同士をつき合わせる。次に、図10に示すように、つき合わされた端部同士を接着テープ17で接合する。この接合は接着テープ17の他に熱溶着または接着剤で行うことができる。この方法で遮水シート1の端部同士を先端側から後端側にかけて順次接合してゆき、すべてを接合した後に、後部側が水中に沈むように台船16を傾斜させて、接合された遮水シートを海中に戻す(図11参照)。このような方法で複数の遮水シートの接合を順次行って所定の大きさのものを製造する。このようにまっすぐに伸びた遮水シート1の接合作業は簡単かつ迅速に行える。
【0018】
次に、この所定の大きさの遮水シート上に錘を載せて、浮体3および玉ブイ4をフック5から取り外すと(図示せず)、遮水シートが沈んで海底に敷設される。また遮水シートから取り外した浮体3および玉ブイ4は他に転用し、転用しない浮体3は水などを注入して錘体として使用することもできる。
【0019】
このように所定の大きさの遮水シートを沈める方法は、前記ように浮体3をフック5から取り外すのではなく、浮体3内の空気を抜くことによって沈めることもできる。さらに、沈めた後に遮水シートの敷設状態を修正する場合は、海中の浮体3に空気を再注入して遮水シートを浮上させ、調整した後に、再び沈めることもできる。そして、遮水シートを再沈設させた後に、潜水夫が浮体3(玉ブイ4は沈設前に取り外しておく)を取り外して他に転用する。また浮体3内の空気を抜く他にも、浮体3内に水を入れて遮水シートを沈めることもでき、沈めた後の浮体3の取り外しは、前記と同じ方法で行うものとする。
【0020】
次に、第2の実施の形態の遮水シートの敷設方法について説明する。これも上記のように第1の実施の形態の遮水シート1を使用するものであり、上記のように台船16で遮水シート1同士を接合するのではなく、製作ヤードで遮水シート1同士を接合して所定の大きさのものを製作し、これを海面埋立処分場14の海中15へ引き入れるものである。
これは、図12の(1)に示すように、遮水シート1同士を接着テープ17または熱溶着ならびに接着剤で接合して所定の大きさの遮水シートを製作し、この遮水シートの浮体3に空気を注入する。そして、この浮体3における各吊り下げ具6の吊り下げ間隔aを変えないように(例えば、各吊り下げ具6を棒材にして、浮体3へ剛接合する)して、シート本体2がまっすぐに伸びるようにする。なお、浮体3の両端部のみの吊り下げ具6を棒材にして剛接合することにより、これらの吊り下げ具6の吊り下げ間隔bを変えないようにすることもできる。
このような所定の大きさの遮水シートを、海面埋立処分場14の海中15へ引き入れると、シート本体2をまっすぐに伸ばした状態で浮かせることができる。そして、この後は、第1の実施の形態の遮水シートの敷設方法と同じ方法で沈設して海底に敷設するものである。
【0021】
また第1および第2の実施の形態の遮水シートの敷設方法は、いずれも第1の実施の形態の遮水シート1を使用したが、第2および第3の遮水シート12、13を使用する場合も、上記と同じ方法で行うものとする。すなわち、図13に示したように、遮水シート12(または遮水シート13)同士を接着テープ17で接合したものは、傾斜した吊り下げ具6によってシート本体2が両端側に引っ張られるので、まっすぐに伸ばした状態で海中に浮かせて沈設作業をすることができる。
また上記の遮水シート1、12、13は、いずれも浮体3と玉ブイ4との組み合わせで構成したものであるが、浮体3のみを設けた遮水シートや、浮体3を格子状に設けた遮水シートを使用して敷設することもできる。
さらに、上記の埋立処分場は海面埋立処分場を対象にしたが、湖沼の埋立処分場を対象にすることもできる。
【0022】
【発明の効果】
遮水シートをまっすぐに伸ばした状態で水に浮かせることができる。
【0023】
遮水シートがまっすぐに伸びた状態で浮いているため、遮水シートの長さ方向の端部を簡単に台船へ引き上げることができ、その接合作業も短時間にできるようになる。
【図面の簡単な説明】
【図1】第1の実施の形態の遮水シートの斜視図である。
【図2】(1)は浮体の端部の断面図、(2)は(1)のA−A線断面図である。
【図3】第1の実施の形態の遮水シートの正面図である。
【図4】第2の実施の形態の遮水シートの正面図である。
【図5】第3の実施の形態の遮水シートの正面図である。
【図6】(1)〜(3)は遮水シートの製作方法を示す斜視図である。
【図7】第1の実施の形態の遮水シートの概念図である。
【図8】複数の遮水シートを海中に引き込む状態の斜視図である。
【図9】遮水シートの端部を接合する方法を示し、(1)は遮水シート間に台船を浮かべた斜視図、(2)は台船を一方向に傾斜させた断面図、(3)は台船を(2)とは反対方向に傾斜させた断面図である。
【図10】(1)は遮水シートの端部同士を台船上で接合する方法の斜視図、(2)は同断面図である。
【図11】(1)は台船から遮水シートを海中に沈める斜視図、(2)は同断面図である。
【図12】(1)および(2)は第2の遮水シートの敷設方法を示す図である。
【図13】(1)および(2)は他の遮水シートの敷設方法を示す図である。
【図14】従来の遮水シートの敷設方法を示す斜視図である。
【符号の説明】
1、12、13、18 遮水シート
2 シート本体
3 浮体
4 玉ブイ
5 フック
6 吊り下げ具
7 樹脂ホース
8 止め栓
9 吊りバンド
10 給気管
11 コンプレッサ
14 海面埋立処分場
15 海中
16 台船
17 接着テープ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water shielding sheet and a laying method thereof.
[0002]
[Prior art]
To create a landfill disposal site by dumping and landfilling the area where the surface of the sea or lake is divided into a predetermined size by landfill revetment, in order to prevent harmful substances from spreading and flowing out of the repository It is necessary to lay a waterproof sheet. Since it is not possible to lay this impermeable sheet alone, a plurality of impermeable sheets have been joined. As a conventional method of laying a water-impervious sheet, the invention of Japanese Patent Application Laid-Open No. 2002-126683 is disclosed. In this installation method, using water shield sheet Attach integrally along the container as floaters or pyramidal in length.
[0003]
[Problems to be solved by the invention]
However, in the above laying method, when the impermeable sheet is floated on the sea surface, as shown in FIG. 14, the impermeable sheet 18 is loosened, so that it is difficult to perform joining and laying work in a straight stretched state. It was.
[0004]
This invention is made | formed in view of the above problems, The objective is to provide the water shielding sheet | seat which can perform joining and laying work in the state extended straight, and its laying method. .
[0005]
[Means for Solving the Problems]
Above the gist of the impermeable sheet of the present invention to solve the problems, floating bodies extending along the short side direction on the upper surface of the seat body is removable freely mounted in hanger, before Ki浮 sheet Mounted at appropriate intervals in the long side direction of the main body, ball buoys are installed with appropriate intervals on the upper surface of the sheet main body between these floating bodies with hanging tools, and suspended from the center part of the floating body on the left and right ends The tool is inclined outward from the seat body toward the floating body . When the water-impervious sheet is floated on water, when the sheet main body is suspended by the hanging tool from the floating body, tension is applied to the sheet between the hanging tools, so that the sheet can be floated straightly. In particular, when the installation interval of the floating bodies is reduced or ball buoys are provided between the floating bodies with a hanging tool, the suspension interval is reduced and the water shielding sheet is stretched straight. Further, when the hanging tool is inclined outward from the seat main body, a force that extends outwardly acts on the seat main body, so that the water shielding sheet can be straightened.
[0006]
Further, the gist of the method of laying the water shielding sheet is that a floating body extending along the short side direction is detachably attached to the upper surface of the sheet main body with a hanging tool, and the floating body is disposed at appropriate intervals in the long side direction of the sheet main body. Ball buoys are installed on the upper surface of the sheet body between these floating bodies with appropriate intervals by means of hanging tools, and the hanging tools located on both the left and right sides from the center of the floating body face the floating body from the seat body. After forming a water shielding sheet that is inclined outward, the plurality of water shielding sheets are floated in the water, and then a pontoon is floated between the edges in the long side direction of adjacent water shielding sheets, and the base ship is inclined. One long side is submerged in water, and the end in the long side direction of one water-impervious sheet is pulled up on the upper surface, and the other long side is inclined by tilting the carriage on the opposite side to the above. Submerge it in the water and the other water-impervious sheet After pulling the end of the side direction, and joining these water shield sheets together, characterized by sinking the water shield sheets this junction.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a water-impervious sheet and a laying method thereof according to the present invention will be described with reference to the drawings. This water-impervious sheet is laid on the sea floor of a sea surface landfill site (hereinafter referred to as a sea surface landfill site) where waste is dumped and landed in an area where the sea surface is divided into predetermined sizes by landfill revetments. First, the water shielding sheet will be described, and then a laying method using the sheet will be described. In the embodiments, the same components are described with the same reference numerals, and only different components are described with different reference numerals.
[0008]
FIG. 1 shows a water shielding sheet 1 according to a first embodiment. The water shield sheet 1 and the sheet body 2, along the short side direction of the seat body 2, and the floating body 3 provided for each appropriate intervals in the longitudinal direction, the ball buoy 4 disposed between these float 3 It is comprised by.
[0009]
The sheet body 2 is formed of a material such as a rubber material, a resin material, or a thermoplastic elastomer so as to have a thickness of about 1 to 5 mm, and hooks 5 are provided at appropriate intervals in the vertical and horizontal directions on the upper surface. The floating body 3 and the ball buoy 4 are detachably attached by the hanging tool 6.
[0010]
On the other hand, the floating body 3 is formed by inserting and fixing stopper plugs 8 at both ends of a resin hose 7 having a diameter of about 200 to 300 mm. Bonded or tightly bonded with adhesive tape or hook-and-loop fastener. When air is injected into the floating body 3 from the air supply pipe 10, in addition to functioning as a floater, it also functions as a rigid support material (for example, a vinyl chloride pipe), so that the seat body 2 extends straight. become. This is because the sheet 2a between the suspending tools is tensioned by the suspending tool 6 that does not change the suspending interval a so that the sheet 2a is not loosened. Therefore, if the suspension intervals a and b of the suspension 6 are not changed at all (for example, the suspension 6 is used as a rod and rigidly joined to the floating body 3), the sheet body 2 extends straight. become.
[0011]
FIG. 4 shows the water shielding sheet 12 of the second embodiment. This water-impervious sheet 12 is one in which the hanging tool 6 on both ends is inclined outward from the sheet main body 2 toward the floating body 3, and the other configuration is the same as that of the water-impervious sheet 1 of the first embodiment. is there. When the hanging tool 6 on both ends is inclined as described above, a force extending outward is applied to the sheet body 2.
[0012]
FIG. 5 shows a water shielding sheet 13 of the third embodiment. This water-impervious sheet 13 is formed by inclining suspensions 6 positioned on the left and right end sides from the center of the floating body 3 outward from the sheet body 2 toward the floating body 3. It is the same structure as the water-impervious sheet 1 of the embodiment. In this way, when the hanging tools 6 on the left and right ends are inclined in opposite directions, the force for extending the seat body 2 to the outside increases.
[0013]
Moreover, although the water-impervious sheet of the above-described embodiment is configured by a combination of the floating body 3 and the ball buoy 4, the water-impervious sheet provided with only the floating body 3 and the floating body 3 are provided in a lattice shape. It can also be used as a water shielding sheet.
[0014]
Next, a method of laying the water shielding sheet of the first embodiment on the sea surface landfill site, that is, a method of laying using the water shielding sheet 1 of the first embodiment will be described. Since this is not possible with a single sheet of impervious sheet, a plurality of impervious sheets floated in the sea are joined on a trolley and then laid. Therefore, the above-described water-impervious sheet is also manufactured at a manufacturing yard in a factory or on-site, and in the present embodiment, a case of manufacturing on-site will be described.
[0015]
First, as shown in FIG. 6 (1), a sheet body 2 is prepared, and hooks 5 are attached to the upper surface of the sheet main body 2 at appropriate intervals in the vertical and horizontal directions by heat welding, an adhesive, an adhesive tape, or a hook-and-loop fastener. Next, as shown in (2) of the figure, the stopper plugs 8 are fitted and fixed at both ends of the resin hose 7 having a diameter of about 200 to 300 mm, and the suspension band 9 is attached so as to wind the resin hose 7. The floating body 3 is formed. Next, as shown in (3) of the figure, when the hanging tool 6 bound to the suspension band is bound to the hook 5, the floating body 3 is detachably attached to the seat body 2. Then, the ball buoy 4 is removably attached to the hook 5 between the floating bodies 3 with the hanging tool 6 to complete the water-impervious sheet 1 (see FIG. 7). Next, air is injected from the air supply pipe 10 with the compressor 11 to inflate the floating body 3.
[0016]
Next, as shown in FIG. 8, when a plurality of the water shielding sheets 1 are drawn into the underwater 15 of the sea surface landfill disposal site 14, they float in a state of being straightened by the floating body 3 and the ball buoy 4. Next, as shown to (1) of FIG. 9, the base boat 16 is floated between these water-impervious sheets 1, and the edge of the long side direction of the water-impervious sheet 1 is joined on this.
[0017]
In this joining method, as shown in (2) of the figure, the boat 16 is inclined so that one long side sinks into the water, and the end in the long side direction of one water shielding sheet 1 is formed on the upper surface. Pull up. Next, as shown in (3) of the figure, the base boat 16 is inclined so that the other long side sinks into the water, and the end in the long side direction of the other water shielding sheet 1 is pulled up on the upper surface. These ends are brought together. Next, as shown in FIG. 10, the joined ends are joined with an adhesive tape 17. This joining can be performed by heat welding or an adhesive in addition to the adhesive tape 17. In this manner, the end portions of the water-impervious sheet 1 are sequentially joined from the front end side to the rear end side, and after joining all, the carriage 16 is inclined so that the rear side sinks into the water, and the joined water-impervious feature Return the sheet to the sea (see FIG. 11). A plurality of water-impervious sheets are sequentially joined by such a method to manufacture a sheet having a predetermined size. Thus, the joining operation | work of the water-impervious sheet 1 extended straight can be performed easily and rapidly.
[0018]
Next, when a weight is placed on the water shielding sheet having a predetermined size and the floating body 3 and the ball buoy 4 are removed from the hook 5 (not shown), the water shielding sheet sinks and is laid on the seabed. Further, the floating body 3 and the ball buoy 4 removed from the water shielding sheet can be diverted to others, and the non-diverted floating body 3 can be used as a weight body by injecting water or the like.
[0019]
This method of soaking water-barrier sheet having a predetermined size as, the instead of removing the floating body 3 from the hook 5 as may be submerged by removing the air in the float 3. Furthermore, when correcting the laying state of the water shielding sheet after being submerged, air can be reinjected into the floating body 3 in the sea to float the water shielding sheet, and after adjustment, it can be submerged again. Then, after the water shielding sheet is re-sinked, the diver removes the floating body 3 (the ball buoy 4 is removed before the sinking) and diverts it to others. In addition to removing air from the floating body 3, water can be poured into the floating body 3 to submerge the water shielding sheet, and removal of the floating body 3 after submerging is performed in the same manner as described above.
[0020]
Next, a method for laying a water shielding sheet according to the second embodiment will be described. This also uses the water-impervious sheet 1 of the first embodiment as described above, and does not join the water-impervious sheets 1 to each other by the trolley 16 as described above, but at the production yard. One of them is joined to produce a predetermined size, which is drawn into the sea 15 of the sea surface landfill site 14.
As shown in FIG. 12 (1), the water shielding sheets 1 are joined to each other with an adhesive tape 17 or heat welding and an adhesive to produce a water shielding sheet of a predetermined size. Air is injected into the floating body 3. Then, the seat body 2 is straightened so that the suspension interval a of each suspension tool 6 in the floating body 3 is not changed (for example, each suspension tool 6 is used as a bar and rigidly joined to the floating body 3). To stretch. In addition, it is also possible to prevent the suspension interval b of these suspensions 6 from being changed by rigidly joining the suspensions 6 only at both ends of the floating body 3 as rods.
When the water-impervious sheet having such a predetermined size is drawn into the underwater 15 of the sea surface landfill disposal site 14, the sheet main body 2 can be floated in a straightened state. And after this, it sinks by the same method as the laying method of the impermeable sheet of 1st Embodiment, and is laid on the seabed.
[0021]
Moreover, the laying method of the water-impervious sheet of the first and second embodiments both uses the water-impervious sheet 1 of the first embodiment, but the second and third water-impervious sheets 12 and 13 are used. When used, the same method as described above is used. That is, as shown in FIG. 13, the sheet main body 2 is pulled to both ends by the inclined hanging tool 6 when the water shielding sheets 12 (or the water shielding sheets 13) are joined to each other with the adhesive tape 17. It can be laid and suspended in the sea in a straight state.
Further, each of the above-described water-impervious sheets 1, 12, and 13 is configured by a combination of the floating body 3 and the ball buoy 4. It can also be laid using a waterproof sheet.
Furthermore, although the above-mentioned landfill disposal site is targeted at the sea surface landfill disposal site, the landfill disposal site in the lake can also be targeted.
[0022]
【The invention's effect】
The impermeable sheet can be floated on the water in a straightened state.
[0023]
Since water barrier sheet is had floating in an extended state straight, longitudinal end of the water barrier sheet may be pulled to easily barge and will be able in a short time also the bonding operation.
[Brief description of the drawings]
FIG. 1 is a perspective view of a water shielding sheet according to a first embodiment.
2A is a cross-sectional view of an end of a floating body, and FIG. 2B is a cross-sectional view taken along line AA of FIG.
FIG. 3 is a front view of the water shielding sheet according to the first embodiment.
FIG. 4 is a front view of a water shielding sheet according to a second embodiment.
FIG. 5 is a front view of a water shielding sheet according to a third embodiment.
6 (1) to (3) are perspective views showing a method for manufacturing a water shielding sheet. FIG.
FIG. 7 is a conceptual diagram of a water shielding sheet according to the first embodiment.
FIG. 8 is a perspective view of a state in which a plurality of water shielding sheets are drawn into the sea.
FIG. 9 shows a method of joining the end portions of the water shielding sheet, (1) is a perspective view with a trolley floating between the water shielding sheets, (2) is a sectional view in which the craft is inclined in one direction, (3) is a cross-sectional view in which the carriage is inclined in the opposite direction to (2).
FIGS. 10A and 10B are perspective views of a method of joining the end portions of a water shielding sheet on a trolley, and FIG. 10B is a cross-sectional view of the method.
FIGS. 11A and 11B are perspective views in which a water shielding sheet is submerged in the sea from a trolley, and FIG. 11B is a cross-sectional view thereof.
FIGS. 12A and 12B are diagrams illustrating a method of laying a second water-impervious sheet.
FIGS. 13A and 13B are diagrams showing another method of laying a water shielding sheet.
FIG. 14 is a perspective view showing a conventional method for laying a water shielding sheet.
[Explanation of symbols]
1, 12, 13, 18 Water shielding sheet 2 Sheet body 3 Floating body 4 Ball buoy 5 Hook 6 Hanging tool 7 Resin hose 8 Stopper 9 Hanging band 10 Air supply pipe 11 Compressor 14 Sea surface landfill site 15 Underwater 16 Carrier 17 Bond tape

Claims (2)

シート本体の上面に短辺方向沿って伸びた浮体が吊り下げ具で取外自在に取り付けられ、前記浮体はシート本体の長方向に適宜間隔ごとに取り付けられ、これらの浮体間のシート本体の上面には玉ブイが吊り下げ具で適宜間隔をもって設置され、浮体の中央部から左右両端側に位置した吊り下げ具が、シート本体から浮体に向かってそれぞれ外側に傾斜されたことを特徴とする遮水シート。Floating bodies extending along the short side direction on the upper surface of the seat body is removable freely mounted in hanger, before Ki浮 body is attached to each appropriate intervals in the longitudinal direction of the seat body, between these floating bodies Ball buoys are installed on the upper surface of the seat body at appropriate intervals with suspension tools, and the suspension tools located on the left and right sides from the center of the floating body are inclined outward from the seat body toward the floating body. Characteristic water shielding sheet. シート本体の上面に短辺方向沿って伸びた浮体が吊り下げ具で取外自在に取り付けられ、前記浮体はシート本体の長辺方向に適宜間隔ごとに取り付けられ、これらの浮体間のシート本体の上面には玉ブイが吊り下げ具で適宜間隔をもって設置され、浮体の中央部から左右両端側に位置した吊り下げ具が、シート本体から浮体に向かってそれぞれ外側に傾斜された遮水シートを形成し、該遮水シートを複数水中に浮かせた後、隣接する遮水シートの長方向の端縁間に台船を浮かせ、該台船を傾斜させて一方の長辺側を水中に沈めて、その上面に一方の遮水シートの長方向の端部を引き上げるとともに、前記とは反対側に台船を傾斜させて他方の長辺側を水中に沈めて、その上面に他方の遮水シートの長方向の端部を引き上げた後、これらの遮水シート同士を接合し、この接合した遮水シートを沈設することを特徴とする遮水シートの敷設方法。Floating bodies extending along the short side direction on the upper surface of the seat body is removable freely mounted in hanger, the floating body is attached to each appropriate intervals in the longitudinal direction of the seat body, the seat body between these floating bodies Ball buoys are installed on the upper surface of the floating body at appropriate intervals with suspension tools, and the suspension tools positioned on both the left and right sides from the center of the floating body have water-impervious sheets that are inclined outward from the seat body toward the floating body. After forming and floating a plurality of the water shielding sheets in the water, the base boat is floated between the edges in the long side direction of the adjacent water shielding sheets, and the one side of the long side is submerged in the water by inclining the base boat. The upper edge of one of the water-impervious sheets is pulled up on the upper surface, and the carrier is inclined to the opposite side to sunk the other long side in water. after pulling the end of the long side of the water sheet, which Water barrier between the sheets by bonding, laying method water shield sheet, which comprises sinking a water shield sheet which this junction.
JP2002264002A 2002-09-10 2002-09-10 Impermeable sheet and its laying method Expired - Lifetime JP4026683B2 (en)

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Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5112290Y2 (en) * 1973-08-23 1976-04-02
JPS615109A (en) * 1984-06-20 1986-01-10 Zeon Kasei Kk Laying method of impervious sheet in closed wate area
JPS6157705A (en) * 1984-08-27 1986-03-24 Yamamizu Sangyo Kk Method of laying covering sheet on reclaiming land
JPH0726379B2 (en) * 1990-10-09 1995-03-22 東亜建設工業株式会社 Laying method of water-blocking sheet
JPH07127038A (en) * 1993-11-04 1995-05-16 Mitsui Fudousan Kensetsu Kk Water barrier sheet laying method
JPH07229126A (en) * 1994-02-21 1995-08-29 Sansui Sangyo Kk Impervious sheet and method for laying impervious sheet
JPH07229128A (en) * 1994-02-21 1995-08-29 Sansui Sangyo Kk Impervious sheet and method for laying impervious sheet
JPH07292638A (en) * 1994-04-25 1995-11-07 Sansui Sangyo Kk Water-barrier sheet
JP3821354B2 (en) * 2000-08-03 2006-09-13 シバタ工業株式会社 Underwater laying sheet and its connection method
JP3798255B2 (en) * 2000-08-03 2006-07-19 シバタ工業株式会社 Underwater laying sheet and laying method thereof

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