JP6990625B2 - Impermeable structure - Google Patents

Impermeable structure Download PDF

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JP6990625B2
JP6990625B2 JP2018110289A JP2018110289A JP6990625B2 JP 6990625 B2 JP6990625 B2 JP 6990625B2 JP 2018110289 A JP2018110289 A JP 2018110289A JP 2018110289 A JP2018110289 A JP 2018110289A JP 6990625 B2 JP6990625 B2 JP 6990625B2
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智弘 山崎
正利 石田
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Taiyo Kogyo Co Ltd
Toray Engineering Co Ltd
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Toyo Construction Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description

本発明は、管理型廃棄物処分場等に敷設される、遮水シート及び保護マットを有する遮水構造体に関するものである。 The present invention relates to a water-impervious structure having a water-impervious sheet and a protective mat, which is laid in a controlled waste disposal site or the like.

一般廃棄物や、産業廃棄物を焼却施設にて燃焼させた残渣である焼却灰は、陸上もしくは海面の管理型廃棄物処分場に埋め立てられている。管理型廃棄物処分場(以下、処分場という)は、処分場内の水が処分場外に漏出しないように、処分場として区画する、例えば傾斜堤護岸や混成堤護岸の側面、及び当該処分場の底面に、遮水シート及び保護マットを有する遮水構造体が敷設されて構成される。遮水シートは、法令上、二重に設置する必要がある。これは、埋立材として投入される廃棄物により、一枚の遮水シートが損傷しても、もう一枚の遮水シートが損傷していなければ、処分場内の汚染された可能性のある保有水が、処分場外に漏出することを防止できる、というフェイルセーフの設計思想に基づいたものである。 General waste and incinerator ash, which is the residue obtained by burning industrial waste in an incinerator, are buried in a managed waste disposal site on land or on the sea surface. The managed waste disposal site (hereinafter referred to as the disposal site) is divided as a disposal site so that the water in the disposal site does not leak out of the disposal site. An impermeable structure having an impermeable sheet and a protective mat is laid on the bottom surface. By law, it is necessary to install the impermeable sheet twice. This is because even if one impermeable sheet is damaged by the waste thrown in as landfill material, if the other impermeable sheet is not damaged, it may be contaminated in the disposal site. It is based on the fail-safe design concept of preventing water from leaking out of the landfill.

また、この処分場に投入される廃棄物が、鉄筋や鉄骨、コンクリート片などといった遮水シートを損傷させる可能性のあるものではなく、焼却灰や石炭灰に限った処分場においては、廃棄物により遮水シートが損傷する可能性が低い。この場合には、二重の遮水シートを一体化させて敷設することがある。そこで、敷設された状態での遮水シートの下面には、遮水シートを敷設する下地面に配置される基盤材料からの遮水シートの損傷を防ぐ保護マットが配置され、一方、遮水シートの上面にも、遮水シート上に設置される載荷材料からの遮水シートの損傷を防ぐために保護マットが配置される。そして、二重の遮水シートを一体化させるためには、上下の保護マットを含めて一体化させる必要がある。そして、敷設された状態で、上から、保護マット/遮水シート/保護マット/遮水シート/保護マットからなる五層構造で構成された多層一体型遮水シートが採用されている。 In addition, the waste thrown into this disposal site does not have the possibility of damaging the impermeable sheet such as reinforcing bars, steel frames, concrete pieces, etc., and waste in the disposal site limited to incinerator ash and coal ash. It is unlikely that the impermeable sheet will be damaged by this. In this case, a double geomembrane sheet may be integrated and laid. Therefore, on the lower surface of the impermeable sheet in the laid state, a protective mat is arranged to prevent damage to the impermeable sheet from the base material arranged on the base surface on which the impermeable sheet is laid, while the impermeable sheet is placed. A protective mat is also placed on the upper surface of the surface to prevent damage to the water-impervious sheet from the loading material installed on the water-impervious sheet. And, in order to integrate the double impermeable sheets, it is necessary to integrate them including the upper and lower protective mats. Then, in the laid state, a multi-layer integrated impermeable sheet having a five-layer structure composed of a protective mat / impermeable sheet / protective mat / impermeable sheet / protective mat is adopted from above.

当該多層一体型遮水シートを製造するには、まず、遮水シート及び保護マットが、それぞれの製造工場にて幅約2mの原反として製造される。続いて、製造工場にて、これら遮水シート及び保護マットの原反から帯状の遮水シート及び保護マットを繰り出し、上から保護マット/遮水シート/保護マット/遮水シート/保護マットの五層に重ねた状態で部分的に熱溶着することで、多層一体型遮水シート(幅2m)が製造される。この多層一体型遮水シートは、ロール状に巻き取られて梱包される。 In order to manufacture the multi-layer integrated water-impervious sheet, first, the water-impervious sheet and the protective mat are manufactured as raw fabric having a width of about 2 m at each manufacturing factory. Subsequently, at the manufacturing plant, a strip-shaped impermeable sheet and protective mat are unwound from the raw fabric of these impermeable sheets and protective mats, and from above, a protective mat / impermeable sheet / protective mat / impermeable sheet / protective mat. A multi-layer integrated geomembrane sheet (width 2 m) is manufactured by partially heat-welding in a state of being stacked on a layer. This multi-layer integrated geomembrane sheet is rolled up and packed in a roll shape.

なお、多層一体型遮水シートを構成すべく、部分的に施された熱溶着加工は、処分場での施工時において、遮水シート及び保護マットの敷設回数を減らすため、すなわち1回で敷設できるように、後述する遮水構造体として海面上に仮置きする際保護マット一層分を保持する程度の仮設的に講じる措置であり、恒久的な溶着強度を有していない。そして、複数の多層一体型遮水シートの梱包ロールが処分場に搬入され、現地の陸上ヤード、もしくは大型艤装船上にて、帯状の多層一体型遮水シートの幅方向端部同士を各層それぞれ重ねた状態で熱溶着により接続することで、幅約6~50mの大きなパネル状(略矩形状)の遮水構造体に広幅加工される。この遮水構造体が複数海面上に引き出されて、各遮水構造体の端部同士が海面上でさらに接続されて、対象面積の全てを覆う一枚のシートとした後、海底面または護岸側面に沈設して敷設される。 It should be noted that the heat welding process partially applied to form the multi-layer integrated water-impervious sheet is to reduce the number of times the water-impervious sheet and the protective mat are laid at the time of construction at the disposal site, that is, to lay it once. As a possible measure, it is a temporary measure to hold one layer of the protective mat when it is temporarily placed on the sea surface as a water-impervious structure described later, and it does not have permanent welding strength. Then, packing rolls of a plurality of multi-layered integrated impermeable sheets are carried into the disposal site, and the widthwise ends of the strip-shaped multi-layered integrated impermeable sheets are stacked on each layer at the local land yard or on a large fitting ship. By connecting by heat welding in the state of being in a state, it is wide-processed into a large panel-shaped (substantially rectangular) water-impervious structure having a width of about 6 to 50 m. This impermeable structure is pulled out onto a plurality of sea surfaces, and the ends of each impermeable structure are further connected on the sea surface to form a single sheet covering the entire target area, and then the sea surface or seawall. It is laid down on the side.

なお、遮水構造体の各多層一体型遮水シートを接続する接続部位には、上から二層目の遮水シート重合部位に、当該遮水シートと同材質のフック部材が取り付けられており、このフック部材は、一層目の保護マット重合部位を貫通した状態で上方に向かって突設されている。このフック部材には浮き具が装着される。そして、遮水構造体を海面上に引き出した後、沈設するまでの期間は、海面上に浮遊仮置きされるが、遮水構造体の各多層一体型遮水シートの一層目の保護マット及び二層目の遮水シートは、浮き具により、海面に浮上するための浮力が十分得られている。 In addition, a hook member of the same material as the water-impervious sheet is attached to the second-layer water-impervious sheet polymerization part from the top at the connection part connecting each multi-layer integrated water-impervious sheet of the water-impervious structure. , This hook member is projected upward in a state of penetrating the protective mat polymerization site of the first layer. A float is attached to this hook member. Then, after the water-impervious structure is pulled out to the sea surface, it is temporarily placed floating on the sea surface until it is submerged. The second-layer geomembrane sheet has sufficient buoyancy to ascend to the sea surface due to the floating tool.

しかしながら、遮水構造体の各多層一体型遮水シートにおいて、浮き具により浮力が得られている二層目の遮水シートの下面に位置する三層目の保護マットは、多層一体型遮水シートの製造工場において施された部分的な熱溶着により、二層目の遮水シートと接合されているだけの状態となっている。そのために、遮水構造体が長期間に亘って海面に係留仮置きされた状態で、風波の影響を受けると、各多層一体型遮水シートの二層目の遮水シートと三層目の保護マットとの間の熱溶着部が剥離してしまい、三層目の保護マット、四層目の遮水シート及び五層目の保護マットが脱落して、遮水構造体を、当初の多層構造にて敷設することが困難になる虞がある。これは、遮水構造体の各多層一体型遮水シートの、二層目の遮水シートと三層目の保護マットとの間の熱溶着部の溶着強度は、前述のごとく恒久的な溶着強度が要求されていないことから、遮水構造体を海面上に係留仮置きした際に、三層目の保護マット、四層目の遮水シート及び五層目の保護マットを長期間保持するに十分なものではなく、二層目の遮水シートと三層目の保護マットとの間の熱溶着部が剥離するためである。 However, in each multi-layer integrated geomembrane sheet of the water-impervious structure, the third-layer protective mat located on the lower surface of the second-layer geomembrane sheet whose buoyancy is obtained by the float is the multi-layer integrated water-impervious sheet. Due to the partial heat welding performed at the sheet manufacturing factory, it is only joined to the second layer of the impermeable sheet. Therefore, when the impermeable structure is temporarily moored on the sea surface for a long period of time and is affected by wind waves, the second and third layers of each multi-layer integrated impermeable sheet The heat-welded part between the protective mat and the protective mat is peeled off, and the third layer of the protective mat, the fourth layer of the impermeable sheet and the fifth layer of the protective mat fall off, and the impermeable structure is made into the original multi-layered structure. It may be difficult to lay it in the structure. This is because the welding strength of the heat-sealed portion between the second-layer and third-layer protective mats of each multi-layer integrated water-shielding sheet of the water-impervious structure is permanent welding as described above. Since strength is not required, when the impermeable structure is temporarily placed on the sea surface, the third layer protective mat, the fourth layer impermeable sheet and the fifth layer protective mat are held for a long period of time. This is because the heat-welded portion between the second layer of the water-impervious sheet and the third layer of the protective mat is peeled off.

ところで、遮水シートと保護マットとの接合における従来技術として、特許文献1には、接合補助材は、遮水シートと同一材質を含むフィルム状をなすものであって、保護マットの、遮水シートとの接合部に周知の熱溶着方法又は熱圧着方法により一体に設けられ、この接合補助材を介して保護マットの接合部が熱溶着又は熱圧着により遮水シートに一体に接合されることが開示されている。 By the way, as a conventional technique for joining a water-impervious sheet and a protective mat, Patent Document 1 states that the joining auxiliary material is in the form of a film containing the same material as the water-impervious sheet, and the protective mat has a water-impervious material. The joint with the sheet is integrally provided by a well-known heat welding method or thermocompression bonding method, and the joint of the protective mat is integrally bonded to the water-impervious sheet by heat welding or thermocompression bonding via this bonding auxiliary material. Is disclosed.

特開2008-188500号公報Japanese Unexamined Patent Publication No. 2008-188500

上述した特許文献1の発明を採用したとしても、互いに異なった材質である保護マットと接合補助材との間で剥離する虞があり、上述した問題を解決することができない。 Even if the invention of Patent Document 1 described above is adopted, there is a possibility that the protective mat and the joining auxiliary material, which are different materials from each other, may be peeled off, and the above-mentioned problem cannot be solved.

本発明は、かかる点に鑑みてなされたものであり、海面上に係留仮置きされたとき、その仮置きの期間、当初の多層構造を保持できる遮水構造体を提供することを目的とする。 The present invention has been made in view of this point, and an object of the present invention is to provide a water-impervious structure capable of retaining an original multi-layer structure during the temporary placement on the sea surface when the mooring is temporarily placed. ..

本発明は、上記課題を解決するための手段として、請求項1の発明は、互いに異なる材質の保護マットと遮水シートとを交互に重ねて、三層の保護マット及び二層の遮水シートを部分的に溶着してなる多層一体型遮水シートの端部同士が接続されて所望のシート面積が確保される遮水構造体であって、
一方の多層一体型遮水シートの端部と、他方の多層一体型遮水シートの端部との接続部位は、敷設された状態において、前記各多層一体型遮水シートの上下端に位置する前記保護マットの端部が重ね合されて構成される上端及び下端保護マット重合部位と、該上端及び下端保護マット重合部位の内側にそれぞれ配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部が重ね合されまたは対向されて構成される上側及び下側遮水シート部位と、該上側及び下側遮水シート部位の内側で、前記各多層一体型遮水シートの上下方向中間に位置する前記保護マットの端部の間に配置され、前記遮水シートと同じ材質で構成される帯状の接続シートと、が重なり合い、少なくとも同じ材質同士の溶着により一体化されて構成され、
前記上側遮水シート部位には、前記遮水シートと同じ材質で、浮き具が取り付けられるフック部材が溶着され、該フック部材は前記上端保護マット重合部位を貫通して上方に突設していることを特徴とするものである。
In the present invention, as a means for solving the above-mentioned problems, in the invention of claim 1, a protective mat made of different materials and a water-impervious sheet are alternately stacked to form a three-layer protective mat and a two-layer water-impervious sheet. It is a water-impervious structure in which the ends of a multi-layered integrated water-impervious sheet, which is partially welded together, are connected to each other to secure a desired sheet area.
The connection portion between the end portion of one multi-layer integrated impermeable sheet and the end portion of the other multi-layer integrated impermeable sheet is located at the upper and lower ends of each of the multi-layer integrated impermeable sheets in the laid state. The upper and lower end protective mats overlapped with the ends of the protective mats, and the upper and lower end protective mats are arranged inside the overlapping portions, respectively, on the upper and lower sides of each of the multilayer integrated water-impervious sheets. Each of the multilayer integrated impermeable sheets is located inside the upper and lower impermeable sheet portions and the upper and lower impermeable sheet portions, which are configured by overlapping or facing each other at the ends of the located impermeable sheets. A strip-shaped connection sheet, which is arranged between the ends of the protective mat located in the middle of the sheet in the vertical direction and is made of the same material as the water-impervious sheet, overlaps with each other and is integrated by welding at least the same materials. Consists of
A hook member to which a float is attached is welded to the upper water-impervious sheet portion, which is made of the same material as the water-impervious sheet, and the hook member penetrates the upper end protective mat polymerization portion and projects upward. It is characterized by that.

また、請求項2の発明は、互いに異なる材質の保護マットと遮水シートとを交互に重ねて、三層の保護マット及び二層の遮水シートを部分的に溶着してなる多層一体型遮水シートの端部同士が接続されて所望のシート面積が確保される遮水構造体であって、
一方の多層一体型遮水シートの端部と、他方の多層一体型遮水シートの端部との接続部位は、敷設された状態において、前記各多層一体型遮水シートの上端及び下端に位置する前記保護マットの端部が重ね合されて構成される上端及び下端保護マット重合部位と、該上端及び下端保護マット重合部位の内側にそれぞれ配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部が重ね合されて構成される上側及び下側遮水シート重合部位と、該上側及び下側遮水シート重合部位の内側で、立体的に重ね合される、各多層一体型遮水シートの上下方向中間に位置する保護マットの端部の間に配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部から分岐した分岐遮水シートが重ね合されて構成される分岐遮水シート重合部位と、が重なり合い、少なくとも同じ材質同士の溶着により一体化されて構成され、
前記上側遮水シート重合部位には、前記遮水シートと同じ材質で、浮き具が取り付けられるフック部材が溶着され、該フック部材は前記上端保護マット重合部位を貫通して上方に突設していることを特徴とするものである。
Further, the invention of claim 2 is a multi-layer integrated type shield formed by alternately stacking protective mats and water-impervious sheets made of different materials and partially welding a three-layer protective mat and a two-layer water-impervious sheet. A water-impervious structure in which the ends of a water sheet are connected to each other to secure a desired sheet area.
The connection portion between the end portion of one multi-layer integrated impermeable sheet and the end portion of the other multi-layer integrated impermeable sheet is located at the upper end and the lower end of each of the multi-layer integrated impermeable sheets in the laid state. The upper and lower end protective mats overlapped with the ends of the protective mats, and the upper and lower end protective mats are arranged inside the upper and lower protection mats, respectively, on the upper and lower sides of each of the multilayer integrated water-impervious sheets. The upper and lower geomembrane sheet polymerization sites, which are formed by overlapping the ends of the geomembrane sheets located in, and the inside of the upper and lower geomembrane sheet polymerization sites, are three-dimensionally overlapped. , Arranged between the ends of the protective mats located in the middle of each multi-layer integrated impermeable sheet in the vertical direction, and branched from the ends of the impermeable sheets located on the upper and lower sides of each multi-layer integrated impermeable sheet. The branched impermeable sheet overlapped with the superposed site of the branched impermeable sheet, and at least integrated by welding the same materials.
A hook member to which a float is attached is welded to the upper water-impervious sheet polymerization portion, which is made of the same material as the water-impervious sheet, and the hook member penetrates the upper end protection mat polymerization portion and projects upward. It is characterized by being present.

本発明の遮水構造体によれば、海面上に係留仮置きされたとき、その仮置きの期間、各層が剥離・脱落することなく、当初の多層構造を保持することができる。 According to the impermeable structure of the present invention, when the mooring is temporarily placed on the sea surface, the original multi-layer structure can be maintained without peeling or falling off during the temporary placement period.

図1は、本発明の第1実施形態に係る遮水構造体の平面図である。FIG. 1 is a plan view of the impermeable structure according to the first embodiment of the present invention. 図2は、図1の遮水構造体に採用された多層一体型遮水シートの断面図である。FIG. 2 is a cross-sectional view of a multi-layer integrated impermeable sheet adopted in the impermeable structure of FIG. 図3は、図1の遮水構造体であって、一方の多層一体型遮水シートの幅方向端部と、他方の多層一体型遮水シートの幅方向端部との接続部位の斜視図である。FIG. 3 is a perspective view of the connection portion of the water-impervious structure of FIG. 1 between the widthwise end portion of one multi-layer integrated impermeable sheet and the widthwise end portion of the other multi-layer integrated impermeable sheet. Is. 図4は、図1の遮水構造体であって、一方の多層一体型遮水シートの幅方向端部と、他方の多層一体型遮水シートの幅方向端部との接続部位の断面図である。FIG. 4 is a cross-sectional view of the water-impervious structure of FIG. 1 at a connection portion between the widthwise end portion of one multi-layer integrated impermeable sheet and the widthwise end portion of the other multi-layer integrated impermeable sheet. Is. 図5は、図1の遮水構造体であって、一方の多層一体型遮水シートの幅方向端部と、他方の多層一体型遮水シートの幅方向端部との接続部位における、他の実施形態を示す断面図である。FIG. 5 shows the water-impervious structure of FIG. 1 at the connection portion between the widthwise end portion of one multi-layer integrated impermeable sheet and the widthwise end portion of the other multi-layer integrated impermeable sheet. It is sectional drawing which shows the embodiment. 図6は、本発明の第2実施形態に係る遮水構造体に採用された多層一体型遮水シートの断面図である。FIG. 6 is a cross-sectional view of a multi-layer integrated impermeable sheet adopted in the impermeable structure according to the second embodiment of the present invention. 図7は、本発明の第2実施形態に係る遮水構造体であって、一方の多層一体型遮水シートの幅方向端部と、他方の多層一体型遮水シートの幅方向端部との接続部位の断面図である。FIG. 7 is a water-impervious structure according to a second embodiment of the present invention, in which one multi-layer integrated impermeable sheet has a widthwise end and the other multi-layer integrated impermeable sheet has a width-oriented end. It is sectional drawing of the connection part of.

以下、本発明を実施するための形態を図1~図7に基づいて詳細に説明する。
本発明の第1及び第2実施形態に係る遮水構造体1a、1bは、管理型廃棄物処分場として区画する、例えば傾斜堤護岸や混成堤護岸の側面、及び当該処分場の底面に敷設されるものである。第1及び第2実施形態に係る遮水構造体1a、1bは、現地の陸上ヤード、もしくは大型艤装船上にて、図1に示すように、帯状の多層一体型遮水シート2a、2a(2b、2b)の幅方向端部同士を接続部位10a(10b)にて接続することで、所望のシート面積を確保してパネル状(略矩形状)にしたものである。第1及び第2実施形態に係る遮水構造体1a、1bでは、多層一体型遮水シート2a、2a(2b、2b)の幅方向(図1の左右方向)の寸法は略2mである。第1及び第2実施形態に係る遮水構造体1a、1bは、その全幅(図1の左右方向の長さ)が約6~50mとなり、長手方向(図1の上下方向)の長さが約10~200mとなる。
Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS. 1 to 7.
The impermeable structures 1a and 1b according to the first and second embodiments of the present invention are partitioned as a controlled waste disposal site, for example, laid on the side surface of a sloped embankment or a mixed embankment revetment, and on the bottom surface of the disposal site. Is to be done. As shown in FIG. 1, the impermeable structures 1a and 1b according to the first and second embodiments are a strip-shaped multi-layered integrated impermeable sheet 2a, 2a (2b) on a local land yard or a large fitted ship. By connecting the widthwise ends of 2b) at the connection portion 10a (10b), a desired sheet area is secured and a panel shape (substantially rectangular shape) is formed. In the impermeable structures 1a and 1b according to the first and second embodiments, the dimensions of the multilayer integrated impermeable sheets 2a and 2a (2b, 2b) in the width direction (left-right direction in FIG. 1) are approximately 2 m. The impermeable structures 1a and 1b according to the first and second embodiments have a total width (length in the left-right direction of FIG. 1) of about 6 to 50 m and a length in the longitudinal direction (length in the vertical direction of FIG. 1). It will be about 10 to 200 m.

まず、第1実施形態に係る遮水構造体1aを図1~図5に基づいて説明する。
当該多層一体型遮水シート2aは、図2に示すように、所定域に敷設された状態において、上から、保護マット4A/遮水シート5A/保護マット4B/遮水シート5B/保護マット4Cの五層を重ねた状態で部分的(図1の一点鎖線部分)に熱溶着されて一体化されたものである。保護マット4A~4Cは、長繊維不織布や短繊維不織布、反毛フェルト等の材質からなるものである。遮水シート5A、5Bは、所望の遮水機能を有し、塩化ビニル製、ポリエチレン製、その他の高分子材が用いられた材質からなるものである。遮水シート5A、5Bの厚みは、1.5~10mmの範囲内で設定される。なお、多層一体型遮水シート2aは、部分的に熱溶着することによって、互いに異なった材質の保護マット4A~4Cと遮水シート5A、5Bとを接合して一体化されているが、その接合強度は、本遮水構造体1aを海面上に仮置きした際保護マット4C一層分を保持する程度の単に一体化させるためのものであって、保護マット4C一層分より大きな剥離方向への荷重に対しては強固なものではなく、長期間にわたる接合強度としては信頼できるものではない。
First, the impermeable structure 1a according to the first embodiment will be described with reference to FIGS. 1 to 5.
As shown in FIG. 2, the multilayer integrated water-impervious sheet 2a is a protective mat 4A / a water-impervious sheet 5A / a protective mat 4B / a water-impervious sheet 5B / a protective mat 4C in a state of being laid in a predetermined area. The five layers are partially (dashed-dotted line portion in FIG. 1) heat-welded and integrated in a state of being stacked. The protective mats 4A to 4C are made of materials such as long fiber non-woven fabric, short fiber non-woven fabric, and anti-hair felt. The water-impervious sheets 5A and 5B have a desired water-impervious function, and are made of vinyl chloride, polyethylene, or other material using a polymer material. The thickness of the water-impervious sheets 5A and 5B is set within the range of 1.5 to 10 mm. The multi-layer integrated water-impervious sheet 2a is integrated by joining the protective mats 4A to 4C and the water-impervious sheets 5A and 5B, which are made of different materials, by partially heat-welding. The bonding strength is simply to integrate the impermeable structure 1a to the extent that it holds one layer of the protective mat 4C when it is temporarily placed on the sea surface, and the bonding strength is larger than that of the protective mat 4C one layer in the peeling direction. It is not strong against loads and is not reliable for long-term bonding strength.

図2に示すように、多層一体型遮水シート2aの幅方向端部において、一層目及び五層目に位置する保護マット4A,4Cの幅方向端面は、略同一平面上に位置している。二層目及び四層目に位置する遮水シート5A、5Bの幅方向端面は、略同一平面上に位置している。また、一層目及び五層目に位置する保護マット4A、4Cの幅方向端面は、二層目及び四層目に位置する遮水シート5A、5Bの幅方向端面よりも若干幅方向外方に突出している。さらに、三層目に位置する保護マット4Bの幅方向端面で、後述する接続シート15を配置する箇所の幅方向端面は、二層目及び四層目に位置する遮水シート5A、5Bの幅方向端面よりも幅方向内方に位置している。 As shown in FIG. 2, at the widthwise end of the multilayer integrated water-impervious sheet 2a, the widthwise end faces of the protective mats 4A and 4C located on the first and fifth layers are located substantially on the same plane. .. The widthwise end faces of the second and fourth layers of the water-impervious sheets 5A and 5B are located on substantially the same plane. Further, the widthwise end faces of the protective mats 4A and 4C located on the first and fifth layers are slightly outward in the width direction from the widthwise end faces of the water-impervious sheets 5A and 5B located on the second and fourth layers. It stands out. Further, on the widthwise end face of the protective mat 4B located in the third layer, the widthwise end face of the portion where the connection sheet 15 described later is arranged is the width of the water-impervious sheets 5A and 5B located in the second and fourth layers. It is located inward in the width direction from the directional end face.

上述したように、一方の多層一体型遮水シート2aの幅方向端部と、他方の多層一体型遮水シート2aの幅方向端部とは、接続部位10aにより接続されている。この接続部位10aは、図3及び図4に示すように、各多層一体型遮水シート2a、2aの一層目(上端)に位置する保護マット4A、4Aの幅方向端部が重ね合されて構成される上端保護マット重合部位12Aと、各多層一体型遮水シート2a、2aの二層目(上側)に位置する遮水シート5A、5Aの幅方向端部が重ね合されて構成される上側遮水シート重合部位13A(上側遮水シート部位)と、各多層一体型遮水シート2a、2aの三層目(上下方向中間)に位置する保護マット4B、4Bの幅方向端部の間に隙間が無いように配置された帯状の接続シート15と、各多層一体型遮水シート2a、2aの四層目(下側)に位置する遮水シート5B、5Bの幅方向端部が重ね合われて構成される下側遮水シート重合部位13B(下側遮水シート部位)と、各多層一体型遮水シート2a、2aの五層目(下端)に位置する保護マット4C、4Cの幅方向端部が重ね合されて構成される下端保護マット重合部位12Bと、が重なり合い一体化されて構成される。 As described above, the widthwise end of one multilayer-integrated geomembrane sheet 2a and the widthwise end of the other multilayer-integrated geomembrane sheet 2a are connected by a connection portion 10a. As shown in FIGS. 3 and 4, the connection portion 10a is overlapped with the widthwise end portions of the protective mats 4A and 4A located at the first layer (upper end) of the multi-layer integrated impermeable sheets 2a and 2a. It is configured by superimposing the upper end protective mat overlapping portion 12A and the widthwise end portions of the water-impervious sheets 5A and 5A located on the second layer (upper side) of the multi-layer integrated water-impervious sheets 2a and 2a. Between the upper impermeable sheet layered portion 13A (upper impermeable sheet portion) and the widthwise ends of the protective mats 4B and 4B located in the third layer (middle in the vertical direction) of each multilayer integrated impermeable sheet 2a and 2a. The strip-shaped connection sheet 15 arranged so as not to have a gap in the surface and the widthwise end portions of the water-impervious sheets 5B and 5B located in the fourth layer (lower side) of the multi-layer integrated water-impervious sheets 2a and 2a are overlapped with each other. The width of the lower impermeable sheet layered portion 13B (lower impermeable sheet portion) and the protective mats 4C and 4C located at the fifth layer (lower end) of each multi-layer integrated impermeable sheet 2a and 2a. The lower end protection mat polymerization site 12B, which is formed by overlapping the directional ends, is overlapped and integrated.

なお、図3及び図4における接続部位10aの、上端保護マット重合部位12A、上側遮水シート重合部位13A、下側遮水シート重合部位13B及び下端保護マット重合部位12Bは、図4においては左側(一方)からの保護マット4A、4C、及び遮水シート5A、5Bの上側に、右側(他方)からの保護マット4A、4C、及び遮水シート5A、5Bが重ね合されて構成されているが、図4において右側からの保護マット4A、4C、及び遮水シート5A、5Bの上側に、左側からの保護マット4A、4C、及び遮水シート5A、5Bを重ね合せて構成してもよく、各重合部位12A、13A、13B、12Bにおいて、その積層順序は特に限定されない。接続シート15は、遮水シート5A、5Bと同じ材質で構成される。接続シート15の厚みは、三層目の保護マット4Bの厚みに対して1/10~1倍となる。本実施形態では、接続シート15の幅方向の寸法は、10~30cmの範囲で設定される。接続シート15は、本遮水構造体1aの長手方向全域に配置してもよいし、長手方向に沿って間隔を置いて複数配置してもよい。 It should be noted that the upper end protective mat polymerization site 12A, the upper impermeable sheet polymerization site 13A, the lower impermeable sheet polymerization site 13B and the lower end protection mat polymerization site 12B of the connection site 10a in FIGS. 3 and 4 are on the left side in FIG. The protective mats 4A and 4C from (one side) and the protective mats 4A and 4C from the right side (the other side) and the water-impervious sheets 5A and 5B are superposed on the upper side of the water-impervious sheets 5A and 5B. However, in FIG. 4, the protective mats 4A and 4C from the right side and the water-impervious sheets 5A and 5B may be superposed on the upper side of the protective mats 4A and 4C and the water-impervious sheets 5A and 5B from the left side. The stacking order of each of the polymerization sites 12A, 13A, 13B, and 12B is not particularly limited. The connection sheet 15 is made of the same material as the water-impervious sheets 5A and 5B. The thickness of the connection sheet 15 is 1/10 to 1 times the thickness of the protective mat 4B of the third layer. In the present embodiment, the widthwise dimension of the connection sheet 15 is set in the range of 10 to 30 cm. The connection sheets 15 may be arranged in the entire longitudinal direction of the impermeable structure 1a, or may be arranged in plurality at intervals along the longitudinal direction.

また、図3及び図4に示す実施形態において、上側及び下側遮水シート重合部位13A、13Bは、各多層一体型遮水シート2a、2aの二層目及び四層目(上側及び下側)に位置する遮水シート5A、5A(5B、5B)の幅方向端部が重ね合されて構成されているが、これに限らず、図5に示すように、上側及び下側遮水シート部位13A、13Bにおいて、各多層一体型遮水シート2a、2aの二層目及び四層目(上側及び下側)に位置する遮水シート5A、5A(5B、5B)の幅方向端面を互いに対向して当接するように配置してもよい。 Further, in the embodiments shown in FIGS. 3 and 4, the upper and lower geomembrane sheet polymerization sites 13A and 13B are the second and fourth layers (upper and lower sides) of the multi-layer integrated geomembrane sheets 2a and 2a. ), But the widthwise ends of the water-impervious sheets 5A and 5A (5B, 5B) are not limited to this, as shown in FIG. 5, the upper and lower water-impervious sheets are overlapped. In the portions 13A and 13B, the widthwise end faces of the water-impervious sheets 5A and 5A (5B, 5B) located on the second and fourth layers (upper and lower sides) of the multi-layer integrated water-impervious sheets 2a and 2a are mutually. It may be arranged so as to face each other and abut.

各多層一体型遮水シート2a、2aの接続部位10aは、熱溶着により一体化されている。この熱溶着は、接続部位10aにおいて長手方向全域に亘って施されている。その結果、接続部位10aにおける、上端保護マット重合部位12Aでは、各保護マット4A、4Aの幅方向端部が同じ材質であることから互いに強固に熱溶着される。上側遮水シート重合部位13Aでは、各遮水シート5A、5Aの幅方向端部が同じ材質であることから互いに強固に熱溶着される。下側遮水シート重合部位13Bでは、各遮水シート5B、5Bの幅方向端部が同じ材質であることから互いに強固に熱溶着される。また、上側遮水シート重合部位13Aと接続シート15とが同じ材質であることから互いに強固に熱溶着され、下側遮水シート重合部位13Bと接続シート15とが同じ材質であることから互いに強固に熱溶着される。さらに、下端保護マット重合部位12Bでは、各保護マット4C、4Cの幅方向端部が同じ材質であることから互いに強固に熱溶着される。 The connection portions 10a of the multilayer integrated water-shielding sheets 2a and 2a are integrated by heat welding. This heat welding is performed over the entire longitudinal direction at the connection portion 10a. As a result, in the upper end protective mat polymerization portion 12A in the connection portion 10a, since the widthwise end portions of the protective mats 4A and 4A are made of the same material, they are strongly heat-welded to each other. In the upper water-impervious sheet polymerization portion 13A, since the widthwise end portions of the respective water-impervious sheets 5A and 5A are made of the same material, they are strongly heat-welded to each other. In the lower impermeable sheet polymerization portion 13B, since the widthwise end portions of the respective impermeable sheets 5B and 5B are made of the same material, they are strongly heat-welded to each other. Further, since the upper impermeable sheet polymerization portion 13A and the connection sheet 15 are made of the same material, they are strongly heat-welded to each other, and since the lower impermeable sheet polymerization portion 13B and the connection sheet 15 are made of the same material, they are mutually strong. Is heat welded to. Further, in the lower end protective mat polymerization portion 12B, since the widthwise end portions of the protective mats 4C and 4C are made of the same material, they are strongly heat-welded to each other.

そして、各多層一体型遮水シート2a、2aの接続部位10aでは、上側遮水シート重合部位13Aと、下側遮水シート重合部位13Bとが、接続シート15を介して強固に熱溶着される。これにより、本遮水構造体1aにおいて、各多層一体型遮水シート2a、2aの二層目(上側)の遮水シート5A、5Aと、各多層一体型遮水シート2a、2aの四層目(下側)の遮水シート5B、5Bとが、接続部位10aにおける、上側遮水シート重合部位13A、接続シート15及び下側遮水シート重合部位13Bを介して一体的に強固に接続される。この溶着強度は、多層一体型遮水シート2aとして一体化する際に施した部分的な熱溶着による溶着強度よりもはるかに大きく、後述するフック部材18が上側遮水シート重合部位13Aに熱溶着された際の溶着強度と同等以上になる。 Then, in the connection portion 10a of each multilayer integrated water-impervious sheet 2a and 2a, the upper impermeable sheet polymerization portion 13A and the lower impermeable sheet polymerization portion 13B are firmly heat-welded via the connection sheet 15. .. As a result, in the present impermeable structure 1a, there are four layers of each multi-layer integrated impermeable sheet 2a and 2a, the second layer (upper side) of the impermeable sheets 5A and 5A, and each multi-layer integrated impermeable sheet 2a and 2a. The eyes (lower side) of the water-impervious sheets 5B and 5B are integrally and firmly firmly connected to each other via the upper water-impervious sheet polymerization part 13A, the connection sheet 15 and the lower water-impervious sheet polymerization part 13B in the connection part 10a. To. This welding strength is much higher than the welding strength due to partial heat welding applied when integrating as a multi-layer integrated water-impervious sheet 2a, and the hook member 18 described later is heat-welded to the upper water-impervious sheet polymerization site 13A. It will be equal to or higher than the welding strength at the time of welding.

図3に示すように、第1実施形態に係る遮水構造体1aの各多層一体型遮水シート2a、2aの接続部位10aにおいて、上側遮水シート重合部位13Aの上面には、フック部材18が熱溶着により接続されている。フック部材18は、遮水シート5A、5Bと同材質にて構成されており、上側遮水シート重合部位13Aと互いに強固に熱溶着される。フック部材18は、図1に示すように、接続部位10aにおいて長手方向に沿って間隔を置いて複数熱溶着される。本実施形態では、フック部材18は、約2.0m間隔で設けられている。上端保護マット重合部位12Aには、各フック部材18と対応する位置に開口部20がそれぞれ形成されている。そして、上側遮水シート重合部位13Aに熱溶着された各フック部材18は、上端保護マット重合部位12Aに設けた対応する開口部20に挿通されて、上方に向かって突出されている。これらのフック部材18には、浮き具(図示略)がそれぞれ取り付けられる。 As shown in FIG. 3, in the connection portion 10a of each multi-layer integrated impermeable sheet 2a and 2a of the impermeable structure 1a according to the first embodiment, the hook member 18 is placed on the upper surface of the upper impermeable sheet polymerization portion 13A. Are connected by heat welding. The hook member 18 is made of the same material as the water-impervious sheet 5A and 5B, and is firmly heat-welded to the upper water-impervious sheet polymerization site 13A. As shown in FIG. 1, a plurality of hook members 18 are heat-welded at a connection portion 10a at intervals along the longitudinal direction. In this embodiment, the hook members 18 are provided at intervals of about 2.0 m. An opening 20 is formed in the upper end protective mat polymerization portion 12A at a position corresponding to each hook member 18. Each of the hook members 18 heat-welded to the upper water-impervious sheet polymerization site 13A is inserted into the corresponding opening 20 provided in the upper end protective mat polymerization site 12A and protrudes upward. A float (not shown) is attached to each of these hook members 18.

なお、各多層一体型遮水シート2a、2aの接続部位10aにおいて、各多層一体型遮水シート2a、2aの二層目(上側)に位置する遮水シート5A、5Aの幅方向端部が重なっておらず、図5に示すように、遮水シート5A、5Aの幅方向端面が対向して当接するように配置されている場合には、フック部材18は、遮水シート5A、5Aの幅方向端部を跨ぐように接続される。 In the connection portion 10a of each multi-layer integrated impermeable sheet 2a and 2a, the widthwise end portions of the impermeable sheets 5A and 5A located on the second layer (upper side) of each multi-layer integrated impermeable sheet 2a and 2a are formed. When they do not overlap and are arranged so that the widthwise end faces of the water-impervious sheets 5A and 5A face each other and abut as shown in FIG. 5, the hook member 18 is the water-impervious sheet 5A and 5A. It is connected so as to straddle the end in the width direction.

そして、第1実施形態に係る遮水構造体1aを海面上に引き出した後、沈設するまでの期間は、各浮き具により海面上に浮遊仮置きされる。このとき、本遮水構造体1aの各多層一体型遮水シート2aの一層目の保護マット4A及び二層目の遮水シート5Aは、浮き具により、海面に浮上するための浮力が十分得られている。また、本遮水構造体1aは、各多層一体型遮水シート2a、2aの接続部位10aにおいて、上側遮水シート重合部位13Aと下側遮水シート重合部位13Bとが、接続シート15を介して強固に熱溶着されている。すなわち、本遮水構造体1aでは、各多層一体型遮水シート2a、2aの二層目(上側)の遮水シート5A、5Aと、各多層一体型遮水シート2a、2aの四層目(下側)の遮水シート5B、5Bとが、接続部位10aにおける、上側遮水シート重合部位13A、接続シート15及び下側遮水シート重合部位13Bを介して一体的に強固に接続されている。これにより、本遮水構造体1aが長期間に亘って海面上に係留仮置きされた状態で風波の影響を受けても、本遮水構造体1aにおける各多層一体型遮水シート2aの三層目の保護マット4B、四層目の遮水シート5B及び五層目の保護マット4Cが脱落するリスクを軽減することができ、当初の多層構造を保持することができる。 Then, after the impermeable structure 1a according to the first embodiment is pulled out on the sea surface, it is temporarily placed on the sea surface by each float during the period until it is sunk. At this time, the first-layer protective mat 4A and the second-layer water-impervious sheet 5A of each multi-layer integrated impermeable sheet 2a of the present impermeable structure 1a have sufficient buoyancy for floating on the sea surface by the float. Has been done. Further, in the present impermeable structure 1a, in the connection portion 10a of each multilayer integrated impermeable sheet 2a and 2a, the upper impermeable sheet polymerization portion 13A and the lower impermeable sheet polymerization portion 13B are interposed via the connection sheet 15. It is strongly heat-welded. That is, in the present water-impervious structure 1a, the second-layer (upper side) water-impervious sheets 5A and 5A of each multi-layer integrated water-impervious sheet 2a and 2a and the fourth layer of each multi-layer integrated water-impervious sheet 2a and 2a. The (lower) geomembrane sheets 5B and 5B are integrally and firmly firmly connected to each other via the upper geomembrane sheet polymerization site 13A, the connection sheet 15 and the lower geomembrane sheet polymerization site 13B at the connection site 10a. There is. As a result, even if the present impermeable structure 1a is affected by wind waves while being moored and temporarily placed on the sea surface for a long period of time, the three layers of each multi-layer integrated impermeable sheet 2a in the present impermeable structure 1a It is possible to reduce the risk that the layer protective mat 4B, the fourth layer impermeable sheet 5B and the fifth layer protective mat 4C will fall off, and the original multi-layer structure can be maintained.

なお、各多層一体型遮水シート2aの四層目の遮水シート5Bと五層目の保護マット4Cとは、多層一体型遮水シート2aとして一体化する製造工場にて部分的に熱溶着して接合されているが、上述しているように、四層目の遮水シート5Bと五層目の保護マット4Cとの熱溶着部の溶着強度は、本遮水構造体1aとして海面上に仮置きされたとき、各多層一体型遮水シート2aの五層目の保護マット4Cを保持すべく十分なものであり、各多層一体型遮水シート2aの四層目の遮水シート5Bと五層目の保護マット4Cとの間の熱溶着部が剥離して、五層目の保護マット4Cが脱落することはない。 The fourth-layer geomembrane sheet 5B and the fifth-layer protective mat 4C of each multi-layer integrated geomembrane sheet 2a are partially heat-welded at a manufacturing plant integrated as the multi-layer integrated geomembrane sheet 2a. However, as described above, the welding strength of the heat-welded portion between the fourth-layer geomembrane sheet 5B and the fifth-layer protective mat 4C is above the sea surface as the present impermeable structure 1a. It is sufficient to hold the fifth layer protective mat 4C of each multi-layer integrated water-impervious sheet 2a when temporarily placed in the above-mentioned, and is sufficient to hold the fourth-layer water-impervious sheet 5B of each multi-layer integrated water-impervious sheet 2a. The heat-welded portion between the and the fifth layer protective mat 4C is peeled off, and the fifth layer protective mat 4C does not fall off.

以上説明した、第1実施形態に係る遮水構造体1aによれば、一方の多層一体型遮水シート2aの幅方向端部と、他方の多層一体型遮水シート2aの幅方向端部との接続部位10aが、各多層一体型遮水シート2a、2aの上下端(一層目及び五層目)に位置する保護マット4A、4A(4C、4C)の幅方向端部が重ね合される上端及び下端保護マット重合部位12A、12Bと、該上端及び下端保護マット重合部位12A、12Bの内側にそれぞれ配置され、各多層一体型遮水シート2a、2aの上下側(二層目及び四層目)に位置する遮水シート5A、5A(5B、5B)の幅方向端部が重ね合される上側及び下側遮水シート重合部位13A、13Bと、上側及び下側遮水シート重合部位13A、13Bの内側で、各多層一体型遮水シート2a、2aの上下方向中間(三層目)に位置する保護マット4B、4Bの幅方向端部の間に配置され、遮水シート5A、5Bと同じ材質で構成される帯状の接続シート15と、が重なり合い、少なくとも同じ材質同士の熱溶着により一体化されて構成される。また、上側遮水シート重合部位13Aには、遮水シート5A、5Bと同じ材質で、浮き具が取り付けられるフック部材18が熱溶着され、該フック部材18は、上端保護マット重合部位12Aを貫通して上方に突設されている。 According to the water-impervious structure 1a according to the first embodiment described above, the widthwise end portion of one multi-layer integrated impermeable sheet 2a and the widthwise end portion of the other multi-layer integrated impermeable sheet 2a. The widthwise ends of the protective mats 4A and 4A (4C, 4C) located at the upper and lower ends (first layer and fifth layer) of each multi-layer integrated water-impervious sheet 2a and 2a are overlapped with each other. Upper and lower end protective mats are arranged inside the overlapping sites 12A and 12B and the upper and lower end protective mats overlapping sites 12A and 12B, respectively, and are located on the upper and lower sides (second and fourth layers) of each multi-layer integrated water-impervious sheet 2a and 2a. Upper and lower geomembrane sheet polymerization sites 13A and 13B and upper and lower geomembrane sheet polymerization sites 13A on which the widthwise ends of the geomembrane sheets 5A and 5A (5B, 5B) located at the eye) are overlapped. , 13B, and are arranged between the widthwise ends of the protective mats 4B and 4B located in the middle (third layer) in the vertical direction of each multi-layer integrated geomembrane sheet 2a and 2a. The strip-shaped connection sheet 15 made of the same material as the above is overlapped with each other, and is integrated by heat welding of at least the same materials. Further, a hook member 18 to which a float is attached is heat-welded to the upper water-impervious sheet polymerization portion 13A, which is made of the same material as the water-impervious sheets 5A and 5B, and the hook member 18 penetrates the upper end protection mat polymerization portion 12A. And it is projected upward.

このように、第1実施形態に係る遮水構造体1aにおける、各多層一体型遮水シート2a、2aの接続部位10aでは、上側遮水シート重合部位13Aと、下側遮水シート重合部位13Bとが、接続シート15を介して強固に熱溶着されるので、本遮水構造体1aが長期間に亘って海面に係留仮置きされた状態で風波の影響を受けても、本遮水構造体1aの各多層一体型遮水シート2aの三層目の保護マット4B、四層目の遮水シート5B及び五層目の保護マット4Cが脱落するリスクを軽減することができ、当初の多層構造を保持することができる。 As described above, in the connection portion 10a of each multi-layer integrated impermeable sheet 2a and 2a in the impermeable structure 1a according to the first embodiment, the upper impermeable sheet polymerization portion 13A and the lower impermeable sheet polymerization portion 13B However, since it is strongly heat-welded via the connection sheet 15, even if the main impermeable structure 1a is temporarily placed moored on the sea surface for a long period of time and is affected by wind waves, the main impermeable structure It is possible to reduce the risk that the third layer protective mat 4B, the fourth layer water shield sheet 5B, and the fifth layer protective mat 4C of each multi-layer integrated water-impervious sheet 2a of the body 1a will fall off, and the initial multi-layer The structure can be retained.

次に、本発明の第2実施形態に係る遮水構造体1bを図6及び図7に基づいて説明する。当該第2実施形態に係る遮水構造体1bを説明する際には、第1実施形態に係る遮水構造体1aとの相違点のみを説明する。 Next, the impermeable structure 1b according to the second embodiment of the present invention will be described with reference to FIGS. 6 and 7. When explaining the impermeable structure 1b according to the second embodiment, only the differences from the impermeable structure 1a according to the first embodiment will be described.

第2実施形態に係る遮水構造体1bでは、図6に示すように、多層一体型遮水シート2bの幅方向一端部(図6の左側)においては、上から、保護マット4A/遮水シート5A/保護マット4B/分岐遮水シート5B’/遮水シート5B/保護マット4Cの積層構造にて構成されている。このように、多層一体型遮水シート2bの幅方向一端部では、四層目の遮水シート5Bの一端部から分岐した分岐遮水シート5B’が、三層目の保護マット4Bと四層目の遮水シート5Bとの間に配置されている。分岐遮水シート5B’は帯状に形成される。分岐遮水シート5B’は遮水シート5A、5Bと同じ材質で構成される。一方、多層一体型遮水シート2bの幅方向他端部(図6の右側)においては、上から、保護マット4A/遮水シート5A/分岐遮水シート5A’/保護マット4B/遮水シート5B/保護マット4Cの積層構造にて構成されている。多層一体型遮水シート2bの幅方向他端部では、二層目の遮水シート5Aの他端部から分岐した分岐遮水シート5A’が、二層目の遮水シート5Aと三層目の保護マット4Bとの間に配置されている。分岐遮水シート5A’は帯状に形成されている。分岐遮水シート5A’も遮水シート5A、5Bと同じ材質で構成される。なお、遮水シート5Aと分岐遮水シート5A’、及び遮水シート5Bと分岐遮水シート5B’は、図6に示す実施形態に対して、それぞれ上下逆の配置としてもよい。 In the water-impervious structure 1b according to the second embodiment, as shown in FIG. 6, at one end in the width direction (left side of FIG. 6) of the multi-layer integrated water-impervious sheet 2b, the protective mat 4A / water-impervious from above. It is composed of a laminated structure of a sheet 5A / a protective mat 4B / a branch impermeable sheet 5B'/ an impermeable sheet 5B / a protective mat 4C. As described above, at one end in the width direction of the multi-layer integrated impermeable sheet 2b, the branched impermeable sheet 5B'branched from one end of the fourth layer impermeable sheet 5B is the third layer protective mat 4B and the fourth layer. It is arranged between the eye impermeable sheet 5B and the eye. The branched geomembrane sheet 5B'is formed in a band shape. The branch impermeable sheet 5B'is made of the same material as the impermeable sheets 5A and 5B. On the other hand, at the other end in the width direction (right side of FIG. 6) of the multi-layer integrated impermeable sheet 2b, from the top, the protective mat 4A / impermeable sheet 5A / branch impermeable sheet 5A'/ protective mat 4B / impermeable sheet. It is composed of a laminated structure of 5B / protective mat 4C. At the other end in the width direction of the multi-layer integrated impermeable sheet 2b, the branched impermeable sheet 5A'branched from the other end of the second layer impermeable sheet 5A is the second layer impermeable sheet 5A and the third layer. It is arranged between the protective mat 4B and the protective mat 4B. The branch impermeable sheet 5A'is formed in a band shape. The branch impermeable sheet 5A'is also made of the same material as the impermeable sheets 5A and 5B. The water-impervious sheet 5A and the branched water-impervious sheet 5A', and the water-impervious sheet 5B and the branched water-impervious sheet 5B' may be arranged upside down with respect to the embodiment shown in FIG.

また、多層一体型遮水シート2bは、製造工場にて、図6に示すA及びBの範囲においては、長手方向に沿って部分的にまたは全域に亘って熱溶着されて、これに加えて、他の部位が部分的に熱溶着されて各層が一体化されて構成される。この結果、多層一体型遮水シート2bの幅方向一端部においては、遮水シート5Bと分岐遮水シート5B’とが同じ材質であることから、Aの範囲で強固に熱溶着される。同様に、多層一体型遮水シート2bの幅方向他端部においては、遮水シート5Aと分岐遮水シート5A’とが同じ材質であることから、Bの範囲で強固に熱溶着される。 Further, in the range of A and B shown in FIG. 6, the multilayer integrated water-impervious sheet 2b is heat-welded partially or over the entire length along the longitudinal direction in addition to this. , Other parts are partially heat welded and each layer is integrated. As a result, at one end of the multi-layer integrated impermeable sheet 2b in the width direction, since the impermeable sheet 5B and the branched impermeable sheet 5B'are made of the same material, they are strongly heat-welded within the range of A. Similarly, at the other end of the multi-layer integrated impermeable sheet 2b in the width direction, since the impermeable sheet 5A and the branched impermeable sheet 5A'are made of the same material, they are strongly heat-welded within the range of B.

上述したように、一方の多層一体型遮水シート2bの幅方向一端部と、他方の多層一体型遮水シート2bの幅方向他端部とは、接続部位10bにより接続されている。この接続部位10bは、図7に示すように、各多層一体型遮水シート2b、2bの一層目(上端)に位置する保護マット4A、4Aの幅方向端部が重ね合されて構成される上端保護マット重合部位12Aと、各多層一体型遮水シート2b、2bの二層目(上側)に位置する遮水シート5A、5Aの幅方向端部が重ね合されて構成される上側遮水シート重合部位13Aと、一方の多層一体型遮水シート2bの三層目(上下方向中間)に位置する保護マット4Bの幅方向端部と、各多層一体型遮水シート2b、2bの上下側に位置する遮水シート5A、5Bの幅方向端部から分岐した分岐遮水シート5A’、5B’の幅方向端部が重ね合されて構成される分岐遮水シート重合部位14と、他方の多層一体型遮水シート2bの三層目(上下方向中間)に位置する保護マット4Bの幅方向端部と、各多層一体型遮水シート2b、2bの四層目(下側)に位置する遮水シート5B、5Bの幅方向端部が重ね合されて構成される下側遮水シート重合部位13Bと、各多層一体型遮水シート2b、2bの五層目(下端)に位置する保護マット4C、4Cの幅方向端部が重ね合されて構成される下端保護マット重合部位12Bと、が重なり合い一体化されて構成される。 As described above, one end in the width direction of the multi-layer integrated impermeable sheet 2b and the other end in the width direction of the other multi-layer integrated impermeable sheet 2b are connected by a connection portion 10b. As shown in FIG. 7, the connection portion 10b is configured by superimposing the widthwise end portions of the protective mats 4A and 4A located at the first layer (upper end) of each multi-layer integrated water-impervious sheet 2b and 2b. Upper end protection mat Upper surface impermeable structure formed by superimposing the overlapping portion 12A and the widthwise end portions of the impermeable sheets 5A and 5A located on the second layer (upper side) of each multi-layer integrated impermeable sheet 2b and 2b. The sheet polymerization site 13A, the widthwise end of the protective mat 4B located in the third layer (intermediate in the vertical direction) of one of the multi-layer integrated impermeable sheets 2b, and the upper and lower sides of each multi-layer integrated impermeable sheet 2b and 2b. A branched impermeable sheet polymerization site 14 formed by superimposing the widthwise ends of the branched impermeable sheets 5A'and 5B' branching from the widthwise ends of the impermeable sheets 5A and 5B located in, and the other. It is located at the widthwise end of the protective mat 4B located in the third layer (middle in the vertical direction) of the multi-layer integrated geomembrane sheet 2b and in the fourth layer (lower side) of each multi-layer integrated water-impervious sheet 2b and 2b. Protection located on the lower geomembrane sheet polymerization site 13B, which is formed by overlapping the widthwise ends of the geomembrane sheets 5B and 5B, and the fifth layer (lower end) of each multi-layer integrated geomembrane sheet 2b and 2b. The lower end protection mat overlapping portion 12B, which is formed by overlapping the widthwise end portions of the mats 4C and 4C, is overlapped and integrated.

なお、図7における接続部位10bの、上端保護マット重合部位12A、上側遮水シート重合部位13A、分岐遮水シート重合部位14、下側遮水シート重合部位13B及び下端保護マット重合部位12Bは、図7においては左側(一方)からの保護マット4A、4C、分岐遮水シート5A’及び遮水シート5A、5Bの上側に、右側(他方)からの保護マット4A、4C、分岐遮水シート5B’及び遮水シート5A、5Bが重ね合されて構成されているが、図7において右側からの保護マット4A、4C、分岐遮水シート5B’及び遮水シート5A、5Bの上側に、左側からの保護マット4A、4C、分岐遮水シート5A’及び遮水シート5A、5Bを重ね合せて構成してもよく、各重合部位12A、13A、14、13B、12Bにおいて、その積層順序は特に限定されない。 In addition, the upper end protection mat polymerization site 12A, the upper surface protection mat polymerization site 13A, the branch impermeable sheet polymerization site 14, the lower impermeable sheet polymerization site 13B, and the lower end protection mat polymerization site 12B of the connection site 10b in FIG. 7 are In FIG. 7, the protective mats 4A and 4C from the left side (one side), the branch impermeable sheet 5A'and the upper side of the water impervious sheet 5A and 5B, and the protective mats 4A and 4C from the right side (the other side), the branch impermeable sheet 5B. 'And the water-impervious sheets 5A and 5B are overlapped with each other. The protective mats 4A and 4C, the branched impermeable sheet 5A'and the impermeable sheets 5A and 5B may be superposed on each other, and the stacking order is particularly limited in each of the polymerization sites 12A, 13A, 14, 13B and 12B. Not done.

各多層一体型遮水シート2b、2bの接続部位10bは、熱溶着により一体化されている。この熱溶着は、接続部位10bにおいて長手方向全域に亘って施されている。その結果、接続部位10bにおける、上端保護マット重合部位12Aでは、各保護マット4A、4Aの幅方向端部が同じ材質であることから互いに強固に熱溶着される。上側遮水シート重合部位13Aでは、各遮水シート5A、5Aの幅方向端部が同じ材質であることから互いに強固に熱溶着される。分岐遮水シート重合部位14では、分岐遮水シート5A’、5B’の幅方向端部が同じ材質であることから互いに強固に熱溶着される。また、下側遮水シート重合部位13Bでは、各遮水シート5B、5Bの幅方向端部が同じ材質であることから互いに強固に熱溶着される。下端保護マット重合部位12Bでは、各保護マット4C、4Cの幅方向端部が同じ材質であることから互いに強固に熱溶着される。 The connection portion 10b of each multi-layer integrated water-impervious sheet 2b and 2b is integrated by heat welding. This heat welding is performed over the entire longitudinal direction at the connection portion 10b. As a result, in the upper end protective mat polymerization portion 12A in the connection portion 10b, since the widthwise end portions of the protective mats 4A and 4A are made of the same material, they are strongly heat-welded to each other. In the upper water-impervious sheet polymerization portion 13A, since the widthwise end portions of the respective water-impervious sheets 5A and 5A are made of the same material, they are strongly heat-welded to each other. In the branched impermeable sheet polymerization site 14, since the widthwise ends of the branched impermeable sheets 5A'and 5B'are made of the same material, they are strongly heat-welded to each other. Further, in the lower impermeable sheet polymerization portion 13B, since the widthwise end portions of the respective impermeable sheets 5B and 5B are made of the same material, they are strongly heat-welded to each other. In the lower end protective mat polymerization portion 12B, since the widthwise end portions of the protective mats 4C and 4C are made of the same material, they are strongly heat-welded to each other.

そして、各多層一体型遮水シート2b、2bの接続部位10bでは、上側遮水シート重合部位13Aと、下側遮水シート重合部位13Bとが、分岐遮水シート重合部位14(遮水シート5Aと分岐遮水シート5A’との溶着(範囲A)、及び遮水シート5Bと分岐遮水シート5B’との溶着(範囲B)を含む)を介して強固に接続される。これにより、本遮水構造体1bにおいて、各多層一体型遮水シート2b、2bの二層目(上側)の遮水シート5A、5Aと、各多層一体型遮水シート2b、2bの四層目(下側)の遮水シート5B、5Bとが、接続部位10bにおける、上側遮水シート重合部位13A、分岐遮水シート重合部位14(遮水シート5Aと分岐遮水シート5A’との溶着(範囲A)、及び遮水シート5Bと分岐遮水シート5B’との溶着(範囲B)を含む)、及び下側遮水シート重合部位13Bを介して一体的に強固に接続される。なお、接続部位10bにて、各多層一体型遮水シート2bの三層目(上下方向中間)に位置する保護マット4Bと、その上下に位置する、分岐遮水シート5A’、5B’を含む遮水シート5A、5Bとを互いに熱溶着したほうが好ましいが、現地作業の効率化を図るために、必ずしも熱溶着する必要はない。 Then, in the connection portion 10b of each multi-layer integrated impermeable sheet 2b and 2b, the upper impermeable sheet polymerization portion 13A and the lower impermeable sheet polymerization portion 13B are combined with the branch impermeable sheet polymerization portion 14 (impermeable sheet 5A). It is firmly connected via the welding (range A) between the and the branch impermeable sheet 5A'and the welding (range B) between the impermeable sheet 5B and the branch impermeable sheet 5B'. As a result, in the present impermeable structure 1b, there are four layers of each multi-layer integrated impermeable sheet 2b and 2b, the second layer (upper side) of the impermeable sheets 5A and 5A, and each multi-layer integrated impermeable sheet 2b and 2b. The eyes (lower side) of the water-impervious sheets 5B and 5B are welded to the upper water-impervious sheet polymerization part 13A and the branch water-impervious sheet polymerization part 14 (the water-impervious sheet 5A and the branch water-impervious sheet 5A'at the connection part 10b. (Including the range A) and the welding (range B) between the water-impervious sheet 5B and the branched water-impervious sheet 5B'), and the lower water-impervious sheet polymerization site 13B are integrally and firmly firmly connected. It should be noted that the connection portion 10b includes a protective mat 4B located in the third layer (middle in the vertical direction) of each multi-layer integrated impermeable sheet 2b, and branched impermeable sheets 5A'and 5B'located above and below the protective mat 4B. It is preferable that the water-impervious sheets 5A and 5B are heat-welded to each other, but it is not always necessary to heat-weld them in order to improve the efficiency of on-site work.

このように、第2実施形態に係る本遮水構造体1bでは、各多層一体型遮水シート2b、2bの二層目(上側)の遮水シート5A、5Aと、各多層一体型遮水シート2b、2bの四層目(下側)の遮水シート5B、5Bとが、接続部位10bにおける、上側遮水シート重合部位13A、分岐遮水シート重合部位14(遮水シート5Aと分岐遮水シート5A’との溶着(範囲A)、及び遮水シート5Bと分岐遮水シート5B’との溶着(範囲B)を含む)、及び下側遮水シート重合部位13Bを介して一体的に強固に接続されて構成されているので、本遮水構造体1bが長期間に亘って海面上に係留仮置きされた状態で風波の影響を受けても、本遮水構造体1bの各多層一体型遮水シート2bの三層目の保護マット4B、四層目の遮水シート5B及び五層目の保護マット4Cが脱落するリスクを軽減することができ、当初の多層構造を保持することができる。 As described above, in the present impermeable structure 1b according to the second embodiment, the second layer (upper side) of the second layer (upper side) of each multi-layer integrated impermeable sheet 2b and 2b, and each multi-layer integrated impermeable sheet 5A and 5A. The fourth layer (lower side) of the sheets 2b and 2b, the water-impervious sheet 5B and 5B, are the upper water-impervious sheet polymerization part 13A and the branch impermeable sheet polymerization part 14 (the water-impervious sheet 5A and the branch shield) at the connection part 10b. Welding to the water sheet 5A'(range A) and welding (range B) between the water-impervious sheet 5B and the branched impermeable sheet 5B'), and integrally via the lower impermeable sheet polymerization site 13B. Since it is firmly connected and configured, even if the geomembrane structure 1b is moored and temporarily placed on the sea surface for a long period of time and is affected by wind waves, each layer of the geomembrane structure 1b It is possible to reduce the risk that the third-layer protective mat 4B, the fourth-layer impermeable sheet 5B, and the fifth-layer protective mat 4C of the integrated impermeable sheet 2b will fall off, and retain the original multi-layer structure. Can be done.

なお、上述した第2実施形態に係る遮水構造体1bでは、多層一体型遮水シート2bを製造する製造工場にて、多層一体型遮水シート2bの幅方向一端部における、遮水シート5Bと分岐遮水シート5B’とを熱溶着して、多層一体型遮水シート2bの幅方向他端部における、遮水シート5Aと分岐遮水シート5A’とを熱溶着しているが、この熱溶着を、現地の陸上ヤード、もしくは大型艤装船上にて、各多層一体型遮水シート2b、2bの幅方向端部同士を接続する接続部位10bを熱溶着する際に、同時に行うようにしてもよい。 In the water-impervious structure 1b according to the second embodiment described above, the water-impervious sheet 5B at one end in the width direction of the multi-layer integrated water-impervious sheet 2b at a manufacturing plant that manufactures the multi-layer integrated water-impervious sheet 2b. And the branch impermeable sheet 5B'are heat-welded, and the impermeable sheet 5A and the branch impermeable sheet 5A'at the other end in the width direction of the multi-layer integrated impermeable sheet 2b are heat-welded. Heat welding is performed at the same time when the connection portion 10b connecting the widthwise ends of each multi-layer integrated geomembrane sheet 2b and 2b is heat-welded on a local land yard or a large-sized geomembrane. It is also good.

以上説明した、本発明の第2実施形態に係る遮水構造体1bでは、一方の多層一体型遮水シート2bの幅方向端部と、他方の多層一体型遮水シート2bの幅方向端部との接続部位10bが、各多層一体型遮水シート2b、2bの上端及び下端に位置する前記保護マット4A、4A(4C、4C)の幅方向端部が重ね合されて構成される上端及び下端保護マット重合部位12A、12Bと、該上端及び下端保護マット重合部位12A、12Bの内側にそれぞれ配置され、各多層一体型遮水シート2b、2bの上下側に位置する遮水シート5A、5A(5B、5B)の幅方向端部が重ね合されて構成される上側及び下側遮水シート重合部位13A、13Bと、該上側及び下側遮水シート重合部位13A、13Bの内側で、立体的に重ね合される、各多層一体型遮水シート2b、2bの上下方向中間に位置する保護マットの幅方向端部4B、4Bの間に配置され、各多層一体型遮水シート2b、2bの上下側に位置する遮水シート5A、5Bの幅方向端部から分岐した分岐遮水シート5A’、5B’が重ね合されて構成される分岐遮水シート重合部位14と、が重なり合い、少なくとも同じ材質同士の溶着により一体化されて構成されている。 In the water-impervious structure 1b according to the second embodiment of the present invention described above, the widthwise end portion of one multi-layer integrated impermeable sheet 2b and the widthwise end portion of the other multi-layer integrated impermeable sheet 2b. The upper end and the upper end formed by superimposing the widthwise end portions of the protective mats 4A and 4A (4C, 4C) located at the upper end and the lower end of each multi-layer integrated water-impervious sheet 2b and 2b. Water-impervious sheets 5A and 5A arranged inside the lower-end protective mat polymerization sites 12A and 12B and the upper-end and lower-end protection mat polymerization sites 12A and 12B, respectively, and located on the upper and lower sides of each multi-layer integrated water-impervious sheet 2b and 2b. Three layers inside the upper and lower geomembrane sheet polymerization sites 13A and 13B, which are formed by superimposing the widthwise ends of (5B and 5B), and the upper and lower geomembrane sheet polymerization sites 13A and 13B. Multilayer-integrated geomembrane sheets 2b, 2b arranged between the widthwise ends 4B and 4B of the protective mats located in the middle in the vertical direction of the multi-layer integrated geomembrane sheets 2b and 2b. The branched impermeable sheet 5A', 5B', which is formed by superimposing the branched impermeable sheets 5A'and 5B'branched from the widthwise ends of the impermeable sheets 5A and 5B located on the upper and lower sides of the above, overlap with each other, and at least It is integrated by welding the same materials.

このように、第2実施形態に係る遮水構造体1bにおける、各多層一体型遮水シート2b、2bの接続部位10bでは、上側遮水シート重合部位13Aと、下側遮水シート重合部位13Bとが、分岐遮水シート重合部位14(遮水シート5Aと分岐遮水シート5A’との溶着(範囲A)、及び遮水シート5Bと分岐遮水シート5B’との溶着(範囲B)を含む)を介して強固に一体的に接続されるので、本遮水構造体1bが長期間に亘って海面に係留仮置きされた状態で風波の影響を受けても、本遮水構造体1bの各多層一体型遮水シート2bの三層目の保護マット4B、四層目の遮水シート5B及び五層目の保護マット4Cが脱落するリスクを軽減することができ、当初の多層構造を保持することができる。 As described above, in the connection portion 10b of each multi-layer integrated impermeable sheet 2b and 2b in the impermeable structure 1b according to the second embodiment, the upper impermeable sheet polymerization portion 13A and the lower impermeable sheet polymerization portion 13B. , And the branch impermeable sheet polymerization site 14 (welding of the impermeable sheet 5A and the branched impermeable sheet 5A'(range A), and welding of the impermeable sheet 5B and the branched impermeable sheet 5B'(range B). Since it is firmly and integrally connected via (including), even if the present impermeable structure 1b is affected by wind waves while being moored and temporarily placed on the sea surface for a long period of time, the present impermeable structure 1b It is possible to reduce the risk that the third layer protective mat 4B, the fourth layer water shield sheet 5B, and the fifth layer protective mat 4C of each multi-layer integrated water-impervious sheet 2b will fall off, and the initial multi-layer structure can be reduced. Can be retained.

1a、1b 遮水構造体,2a、2b 多層一体型遮水シート,4A、4B、4C 保護マット,5A、5B 遮水シート,5A’、5B’ 分岐遮水シート,10a、10b 接続部位,12A 上端保護マット重合部位,12B 下端保護マット重合部位,13A 上側遮水シート重合部位(上側遮水シート部位),13B 下側遮水シート重合部位(下側遮水シート部位),14 分岐遮水シート重合部位,15 接続シート,18 フック部材 1a, 1b Impermeable Structure, 2a, 2b Multilayer Integrated Impermeable Sheet, 4A, 4B, 4C Protective Mat, 5A, 5B Impermeable Sheet, 5A', 5B' Branched Impermeable Sheet, 10a, 10b Connection Site, 12A Upper end protective mat polymerization site, 12B lower end protective mat polymerization site, 13A upper impermeable sheet polymerization site (upper impermeable sheet site), 13B lower impermeable sheet polymerization site (lower impermeable sheet site), 14 branch impermeable sheet Polymerization site, 15 connection sheet, 18 hook member

Claims (2)

互いに異なる材質の保護マットと遮水シートとを交互に重ねて、三層の保護マット及び二層の遮水シートを部分的に溶着してなる多層一体型遮水シートの端部同士が接続されて所望のシート面積が確保される遮水構造体であって、
一方の多層一体型遮水シートの端部と、他方の多層一体型遮水シートの端部との接続部位は、敷設された状態において、
前記各多層一体型遮水シートの上下端に位置する前記保護マットの端部が重ね合されて構成される上端及び下端保護マット重合部位と、
該上端及び下端保護マット重合部位の内側にそれぞれ配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部が重ね合されまたは対向されて構成される上側及び下側遮水シート部位と、
該上側及び下側遮水シート部位の内側で、前記各多層一体型遮水シートの上下方向中間に位置する前記保護マットの端部の間に配置され、前記遮水シートと同じ材質で構成される帯状の接続シートと、
が重なり合い、少なくとも同じ材質同士の溶着により一体化されて構成され、
前記上側遮水シート部位には、前記遮水シートと同じ材質で、浮き具が取り付けられるフック部材が溶着され、該フック部材は前記上端保護マット重合部位を貫通して上方に突設していることを特徴とする遮水構造体。
The ends of the multi-layer integrated impermeable sheet, which is made by alternately stacking protective mats and impermeable sheets made of different materials and partially welding the three-layer protective mat and the two-layer impermeable sheet, are connected to each other. It is a water-impervious structure that secures a desired sheet area.
The connection portion between the end portion of one multi-layer integrated impermeable sheet and the end portion of the other multi-layer integrated impermeable sheet is in a laid state.
The upper and lower end protective mat polymerization sites formed by superimposing the end portions of the protective mats located at the upper and lower ends of each of the multilayer integrated water-impervious sheets.
Upper and lower surfaces are arranged inside the upper and lower end protective mat polymerization sites, respectively, and the upper and lower ends of the water-impervious sheet located on the upper and lower sides of the multi-layer integrated impermeable sheet are overlapped or opposed to each other. Side impermeable sheet part and
It is located inside the upper and lower geomembrane sheet portions, between the ends of the protective mats located in the middle in the vertical direction of each multi-layer integrated geomembrane sheet, and is made of the same material as the geomembrane sheet. With a strip-shaped connection sheet
Are overlapped and are integrated by welding at least the same materials.
A hook member to which a float is attached is welded to the upper water-impervious sheet portion, which is made of the same material as the water-impervious sheet, and the hook member penetrates the upper end protective mat polymerization portion and projects upward. A water-impervious structure characterized by this.
互いに異なる材質の保護マットと遮水シートとを交互に重ねて、三層の保護マット及び二層の遮水シートを部分的に溶着してなる多層一体型遮水シートの端部同士が接続されて所望のシート面積が確保される遮水構造体であって、
一方の多層一体型遮水シートの端部と、他方の多層一体型遮水シートの端部との接続部位は、敷設された状態において、
前記各多層一体型遮水シートの上端及び下端に位置する前記保護マットの端部が重ね合されて構成される上端及び下端保護マット重合部位と、
該上端及び下端保護マット重合部位の内側にそれぞれ配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部が重ね合されて構成される上側及び下側遮水シート重合部位と、
該上側及び下側遮水シート重合部位の内側で、立体的に重ね合される、各多層一体型遮水シートの上下方向中間に位置する保護マットの端部の間に配置され、前記各多層一体型遮水シートの上下側に位置する前記遮水シートの端部から分岐した分岐遮水シートが重ね合されて構成される分岐遮水シート重合部位と、
が重なり合い、少なくとも同じ材質同士の溶着により一体化されて構成され、
前記上側遮水シート重合部位には、前記遮水シートと同じ材質で、浮き具が取り付けられるフック部材が溶着され、該フック部材は前記上端保護マット重合部位を貫通して上方に突設していることを特徴とする遮水構造体。
The ends of the multi-layer integrated impermeable sheet, which is made by alternately stacking protective mats and impermeable sheets made of different materials and partially welding the three-layer protective mat and the two-layer impermeable sheet, are connected to each other. It is a water-impervious structure that secures a desired sheet area.
The connection portion between the end portion of one multi-layer integrated impermeable sheet and the end portion of the other multi-layer integrated impermeable sheet is in a laid state.
An upper end and lower end protective mat polymerization site formed by overlapping the ends of the protective mats located at the upper and lower ends of each of the multilayer integrated water-impervious sheets.
The upper and lower water-impervious sheets are arranged inside the upper and lower end protective mat polymerization sites, respectively, and the ends of the water-impervious sheets located on the upper and lower sides of the multi-layer integrated water-impervious sheet are overlapped with each other. Sheet polymerization site and
Inside the upper and lower geomembrane sheet polymerization sites, each multilayer is arranged between the ends of protective mats located in the middle of the vertical direction of each multi-layer integrated geomembrane sheet, which is three-dimensionally overlapped. A branched impermeable sheet polymerization site formed by superimposing a branched impermeable sheet branched from the end of the impermeable sheet located on the upper and lower sides of the integrated impermeable sheet.
Are overlapped and are integrated by welding at least the same materials.
A hook member to which a float is attached is welded to the upper water-impervious sheet polymerization site, which is made of the same material as the water-impervious sheet, and the hook member penetrates the upper end protection mat polymerization site and projects upward. An impermeable structure characterized by being present.
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JP2014210379A (en) 2013-04-18 2014-11-13 太陽工業株式会社 Laminated sheet, and method for joining laminated sheet

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JP2809262B2 (en) * 1993-11-08 1998-10-08 西武ポリマ化成株式会社 Civil engineering sheet for preventing earth and sand suction
JP2767549B2 (en) * 1994-04-28 1998-06-18 クレハエラストマー株式会社 Bonding method of self-healing waterproofing sheet
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JP2005138004A (en) 2003-11-05 2005-06-02 Taisei Corp Joining part structure of water barrier sheet
JP2005161312A (en) 2004-12-16 2005-06-23 Toyo Constr Co Ltd Water barrier sheet
JP2006167671A (en) 2004-12-20 2006-06-29 Shibata Ind Co Ltd Water impermeable sheet
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