JPS6325121B2 - - Google Patents

Info

Publication number
JPS6325121B2
JPS6325121B2 JP58066389A JP6638983A JPS6325121B2 JP S6325121 B2 JPS6325121 B2 JP S6325121B2 JP 58066389 A JP58066389 A JP 58066389A JP 6638983 A JP6638983 A JP 6638983A JP S6325121 B2 JPS6325121 B2 JP S6325121B2
Authority
JP
Japan
Prior art keywords
slope
sheet
water surface
water
embankment body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP58066389A
Other languages
Japanese (ja)
Other versions
JPS59192112A (en
Inventor
Masato Oshikawa
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YAMAMIZU SANGYO KK
Original Assignee
YAMAMIZU SANGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by YAMAMIZU SANGYO KK filed Critical YAMAMIZU SANGYO KK
Priority to JP58066389A priority Critical patent/JPS59192112A/en
Publication of JPS59192112A publication Critical patent/JPS59192112A/en
Publication of JPS6325121B2 publication Critical patent/JPS6325121B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/126Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は港湾、海岸、河川、湖沼、その他に構
築された堤体において、埋立側に投入された土砂
の流出防止や産業廃棄物中の有害物質の流出防止
などを図るための法面被覆シートを敷設する方法
に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is used to prevent the outflow of earth and sand thrown into the landfill side of embankments constructed in ports, coasts, rivers, lakes, and other areas, and to prevent industrial waste from flowing out. This invention relates to a method for laying slope covering sheets to prevent the outflow of harmful substances.

[従来の技術] 従来、埋立用の堤体を構築した場合、埋立側に
投入した土砂が潮流、水流、波浪などによつて流
出するのを防止するため、また埋立側に投入した
産業廃棄物、汚泥などから有害物質が流出するの
を防止するためなどの目的で、不通水性にして可
撓性を有する被覆シートを堤体の法面から水底に
亘つて敷設することが行なわれている。
[Conventional technology] Conventionally, when an embankment was constructed for a landfill, it was used to prevent the soil thrown into the landfill from flowing out due to tides, water currents, waves, etc., and to prevent the industrial waste thrown into the landfill from being washed away In order to prevent harmful substances from flowing out from sludge and the like, a flexible and water-impermeable covering sheet is laid from the slope of the embankment body to the bottom of the water.

ところが、被覆シートは一般に堤体の埋立体全
面にに亘つて敷設することを要するが、そのよう
な広範囲に敷設される巨大な被覆シートを製造し
更には敷設箇所まで運搬することは事実上不可能
であり、適宜大きさのシート体を敷設箇所におい
て互いの対向側縁を接合しながら敷設する方法が
採られている。
However, although the covering sheet generally needs to be laid over the entire surface of the reclaimed surface of the levee body, it is virtually impossible to manufacture a huge covering sheet that is to be laid over such a wide area and to transport it to the installation site. This is possible, and a method has been adopted in which sheet bodies of an appropriate size are laid down while their opposing side edges are joined at the installation location.

そして、水中でのシート体の接続作業を考慮し
て例えば実公昭57―6577号公報に記載されている
ように、シート体の対向側縁をパツキンを介して
金属製のクリツプで圧接固定する方法、或いは水
中でのシート体の接続作業を回避するため理立側
の水面に台船を浮かべその上で溶着などの接合作
業を行なうなどの方法が採られている。
In consideration of the work of connecting the sheet bodies underwater, for example, as described in Japanese Utility Model Publication No. 57-6577, there is a method of fixing the opposing side edges of the sheet body by pressure contact with metal clips via packing. Alternatively, in order to avoid the work of connecting the sheet bodies underwater, a method has been adopted in which a barge is floated on the water surface on the finishing side and joining work such as welding is performed thereon.

[発明が解決しようとする問題点] しかしながら、一般に水中での作業はきわめて
困難であるとともに熟練した作業者を必要とする
など費用も嵩み、またパツキンやクリツプなどの
部品を必要とするため作業が煩雑となる。更に台
船を用いる方法も設備ならびに管理などの費用が
必要であるとともに台船が風や波浪などによつて
揺動或いは移動して接合作業が困難であるという
問題がある。
[Problems to be solved by the invention] However, in general, working underwater is extremely difficult, requires skilled workers, increases costs, and requires parts such as gaskets and clips, making the work difficult. becomes complicated. Furthermore, the method of using a barge requires costs for equipment and management, and there are also problems in that the barge swings or moves due to wind, waves, etc., making the joining work difficult.

本発明は斯る実情に鑑みてなされたものであ
り、水中での作業ならびに台船を使用することな
く容易にしかも迅速且つ確実に被覆シートを法面
から水底に亘つて敷設することのできる方法を提
供するものである。
The present invention has been made in view of the above circumstances, and provides a method for easily, quickly and reliably laying a covering sheet from a slope to the bottom of the water without the need for underwater work or the use of a barge. It provides:

[問題点を解決するための手段] 本発明である法面被覆シートの敷設方法は、複
数のシート体をそれらの一端を堤体の天端付近に
固着させ且つそれぞれの対向側縁を重ね合せ或い
は突き合せた状態で法面の水面上方部分に沿わせ
て延設するとともに遊端側を水面上方で反転させ
て堤体の水面上方部分に載置し、次に前記対向側
縁を堤体上において水密に接合し、更に接合され
た複数のシート体を法面から水底に亘つて敷設す
ることを特徴としている。
[Means for Solving the Problems] The method of laying a slope covering sheet according to the present invention involves fixing one end of a plurality of sheet bodies near the top of an embankment body and overlapping their opposing side edges. Alternatively, they can be installed along the upper part of the water surface of the slope in a butted state, and the free end side is reversed above the water surface and placed on the upper part of the water surface of the embankment body, and then the opposite side edge is attached to the embankment body. It is characterized by being watertightly joined at the top, and further by laying a plurality of joined sheet bodies from the slope to the bottom of the water.

[実施例] 次に本発明の実施例を図面に基づいて説明す
る。
[Example] Next, an example of the present invention will be described based on the drawings.

先ず、例えば軟質ポリ塩化ビニル樹脂などで作
られた厚さ1〜6mm程度、巾3〜7m、長さ6〜
20m程度で、不水透過性ならびに可撓性を有する
シート体1の複数枚を準備し、それらの一端2を
堤体3の天端4付近例えば頂部の埋立側の面に鋲
5により固着するとともに、それぞれのシート体
1の対向側縁6,7を2〜5cmの巾で重ね合せて
重ね合せ部8を形成する。次で、それらのシート
体1を埋立側の法面9の水面10よりも上方部分
に沿わせて延設するとともに遊端11側を水面1
0の上方で反転させて堤体3の水面10上方部分
に載置させる。そして、重ね合せ部8を接着剤、
或いは加熱溶着など適宜の手段により水密に接合
した後、互いに接合された複数のシート体1を適
宜の手段により延して法面9から水底12に亘つ
て敷設する。
First, a material made of, for example, soft polyvinyl chloride resin, has a thickness of 1 to 6 mm, a width of 3 to 7 m, and a length of 6 to 6 mm.
Prepare a plurality of water-impermeable and flexible sheet bodies 1 with a length of about 20 m, and fix one end 2 of them to the surface near the top 4 of the embankment body 3, for example, on the reclaimed side of the top, with rivets 5. At the same time, the opposing side edges 6 and 7 of each sheet body 1 are overlapped with a width of 2 to 5 cm to form an overlapping portion 8. Next, these sheet bodies 1 are extended along a portion above the water surface 10 of the slope 9 on the landfill side, and the free end 11 side is placed above the water surface 10.
0 and placed on the upper part of the water surface 10 of the embankment body 3. Then, the overlapping portion 8 is glued with adhesive.
Alternatively, after watertightly joining them by an appropriate means such as heat welding, a plurality of mutually joined sheet bodies 1 are extended by an appropriate means and laid from the slope 9 to the bottom 12 of the water.

尚、シート体1を反転させて堤体3の水面10
上方部分に載置させた際に遊端11側の部分に覆
われる一端2付近の重ね合せ部8はシート体1を
天端4に固着した直後に予め接合しておくか、或
いは遊端11側の部分を法面9から水底12に亘
つて敷設した後に接合する。
In addition, the sheet body 1 is reversed and the water surface 10 of the embankment body 3 is
The overlapping part 8 near the one end 2 that is covered by the part on the free end 11 side when placed on the upper part is either joined in advance immediately after fixing the sheet body 1 to the top end 4, or the free end 11 The side parts are laid down from the slope 9 to the water bottom 12 and then joined.

かかる実施例によれば、水中作業での接続作業
がなくなり、また台船のような特別な装置などを
必要とせずに堤体上で安全且つ簡単にしかも特殊
な作業能力を必要とせず確実な水密接合を施すこ
とができる。
According to this embodiment, there is no need for connection work during underwater work, and the work can be carried out safely and easily on the embankment body without the need for special equipment such as a barge. A watertight joint can be made.

尚、前記実施例ではそれぞれのシート体1の対
向側縁6,7を適宜の巾で重ね合せて重ね合せ部
8を形成しその部分を接着或いは溶着などで接合
した場合を示したが、第3図に示すように対向側
縁6,7を重ね合せることなく突き合せ状に近接
させ、シート体1と同様の材質で同厚の巾2〜3
cm程度の接続体13を対向側縁6,7に跨がり且
つその全長に亘つて片面または両面に接着、溶着
などの手段により固着して水密に接合してもよ
い。
In the above embodiment, the opposing side edges 6 and 7 of each sheet body 1 are overlapped with an appropriate width to form an overlapped portion 8, and the overlapped portion is joined by adhesive or welding. As shown in Fig. 3, the opposite side edges 6 and 7 are brought close to each other in abutting manner without overlapping, and a width 2 to 3 is made of the same material as the sheet body 1 and has the same thickness.
A connecting body 13 having a diameter of about cm may be bonded watertightly by extending over the opposing side edges 6 and 7 and being fixed to one or both sides thereof by means of adhesive, welding, etc. over the entire length thereof.

[発明の効果] 以上の構成を有する本発明によれば、特殊な能
力を必要とするとともにきわめて困難な水中作業
ならびに台船のような特別な装置などを必要とせ
ず、安定した堤体上できわめて容易にシート体を
相互に接合することができるものであり、その際
にシート体の一端を予め堤体の天端付近に固着し
ておくのでずれ動くことなく確実な接合を行なう
ことができるものである。従つてこのように接合
されたシート体を法面から水底に亘つて敷設した
とき、埋立側の土砂の流出、或い埋立側に投入し
た産業廃棄物や汚泥などからの有害物質の流出を
確実に防止することができるものである。
[Effects of the Invention] According to the present invention having the above configuration, underwater work that requires special abilities and is extremely difficult, and special equipment such as a barge is not required, and work can be carried out on a stable embankment body. It is extremely easy to join the sheet bodies to each other, and at that time, one end of the sheet body is fixed in advance near the top of the embankment body, so it is possible to perform a reliable joint without shifting. It is something. Therefore, when the sheet body bonded in this way is laid from the slope to the bottom of the water, it is possible to ensure that the soil on the landfill side does not flow out, or that harmful substances from industrial waste, sludge, etc. that are thrown into the landfill side do not flow out. This is something that can be prevented.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の一実施例を示すものであり、第
1図は断面図、第2図は一部を切截した平面部分
図、第3図は他の実施例におけるシート体の接合
部分を示す断面図である。 1……シート体、2……一端、3……堤体、4
……天端、6,7……対向側縁、9……法面、1
0……水面、11……遊端側、12……水底。
The drawings show one embodiment of the present invention, and FIG. 1 is a sectional view, FIG. 2 is a partially cutaway plan view, and FIG. 3 is a joint portion of a sheet body in another embodiment. FIG. 1... Sheet body, 2... One end, 3... Embankment body, 4
...Top, 6,7...Opposite edge, 9...Slope, 1
0... Water surface, 11... Free end side, 12... Water bottom.

Claims (1)

【特許請求の範囲】[Claims] 1 複数のシート体をそれらの一端を堤体の天端
付近に固着させ且つそれぞれの対向側縁を重ね合
せ或いは突き合せた状態で法面の水面上方部分に
沿わせて延設するとともに遊端側を水面上方で反
転させて堤体の水面上方部分に載置し、次に前記
対向側縁を堤体上において水密に接合し、更に接
合された複数のシート体を法面から水底に亘つて
敷設することを特徴とする法面被覆シートの敷設
方法。
1 A plurality of sheet bodies are installed along the upper part of the water surface of the slope with one end fixed to the vicinity of the top of the embankment body and their opposing side edges overlapped or abutted against each other, and the free end The sides are reversed above the water surface and placed on the upper part of the water surface of the embankment body, and then the opposing side edges are watertightly joined on the embankment body, and the multiple joined sheet bodies are further extended from the slope to the water bottom. A method for laying a slope covering sheet, which is characterized by laying a slope covering sheet.
JP58066389A 1983-04-15 1983-04-15 Laying of covering sheet on slope Granted JPS59192112A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58066389A JPS59192112A (en) 1983-04-15 1983-04-15 Laying of covering sheet on slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58066389A JPS59192112A (en) 1983-04-15 1983-04-15 Laying of covering sheet on slope

Publications (2)

Publication Number Publication Date
JPS59192112A JPS59192112A (en) 1984-10-31
JPS6325121B2 true JPS6325121B2 (en) 1988-05-24

Family

ID=13314418

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58066389A Granted JPS59192112A (en) 1983-04-15 1983-04-15 Laying of covering sheet on slope

Country Status (1)

Country Link
JP (1) JPS59192112A (en)

Also Published As

Publication number Publication date
JPS59192112A (en) 1984-10-31

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