JPS6157705A - Method of laying covering sheet on reclaiming land - Google Patents

Method of laying covering sheet on reclaiming land

Info

Publication number
JPS6157705A
JPS6157705A JP59178045A JP17804584A JPS6157705A JP S6157705 A JPS6157705 A JP S6157705A JP 59178045 A JP59178045 A JP 59178045A JP 17804584 A JP17804584 A JP 17804584A JP S6157705 A JPS6157705 A JP S6157705A
Authority
JP
Japan
Prior art keywords
covering sheet
sheet
water
buoyancy
seawall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP59178045A
Other languages
Japanese (ja)
Other versions
JPH0140170B2 (en
Inventor
Masato Oshikawa
押川 真人
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 JP59178045A priority Critical patent/JPS6157705A/en
Publication of JPS6157705A publication Critical patent/JPS6157705A/en
Publication of JPH0140170B2 publication Critical patent/JPH0140170B2/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)

Abstract

PURPOSE:To rapidly lay a covering sheet, by a method wherein, after a covering sheet is laid on a water surface above a reclaiming land by providing buoyancy as long sheets, having water impermeability and flexibility, are joined together to form a wide covering sheet, the sheet is sunk onto the seat bottom through removal of buoyancy. CONSTITUTION:Long sheet 6 formed with polyvinyl chloride resin sheet is unwound from each containing body 7, and a lock member 12 is attached in the longitudinal direction of the each long sheet 6 as an overlap part 6a is welded by a welder 8 to form a wide covering sheet 11. A rope 9, wound around each containing body 10, is interposed through the lock member 12 for locking, and a float 13 is engaged with the rope 9. A rod material 14 is attached to the forward end of the covering sheet 11, and a pull rope 14a, attached to the rod material 14, is wound by means of a hoisting drum installed on an opposite revetment 1 to lay the sheet 11 on a water surface 16. The rope 9 and the float 13 are removed from the sheet 11, and the sheet 11 is sunk to lay it on a sea bottom 5.

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、湖沼その他に設けられた埋
立て地、主として産業廃棄物処理場における護岸の内面
および水底の全面に被覆シートを敷設する工法に関する
ものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention provides a coating sheet for the entire surface of the inner surface of the seawall and the bottom of the seawall in landfills located in ports, coasts, rivers, lakes and marshes, mainly industrial waste disposal sites. This relates to the construction method for laying.

(従来技術と問題点) 従来、第4図に示すように海域、水域の一部を護岸3で
包み、その内側を中仕切りの護岸1で適当な広さに仕切
って産業廃棄物などを投入する廃棄物処理場として使用
することが行われている。そして、廃棄物中の成分、特
に有害成分が水に溶解捷たけ水と混合し護岸1,3を透
過して周囲の海域2へ流出することがないようにしなけ
れば彦らない。そのため、外の護岸3の内側法面に防水
シートを敷設することや、第5図1こ示すように中仕切
りの護岸1の両側面を鋼矢板4の列で構成することが試
みられたが。
(Prior art and problems) Conventionally, as shown in Figure 4, a part of the sea area or water area is surrounded by a seawall 3, and the inside of the sea area is divided into an appropriate area by a partitioned seawall 1, and industrial waste, etc. is dumped. It is being used as a waste disposal site. In addition, it is necessary to prevent components in the waste, especially harmful components, from being dissolved in the water, mixing with the dissolved water, passing through the seawalls 1 and 3, and flowing out into the surrounding sea area 2. For this reason, attempts have been made to lay a waterproof sheet on the inner slope of the outer seawall 3, and to construct both sides of the partitioned seawall 1 with rows of steel sheet piles 4, as shown in Figure 5. .

鋼矢板4の接手個所に隙間があるため、これらの隙間か
ら有害物質が流出し、さらには水底5を透過して有害物
質が流出するのを防ぐことはできず、従って完全な遮水
効果を期待できなかった。 そこで、護岸の内面および
水底の全面に合成樹脂シートなどの不通水性シートを被
覆することが考えられるが、一般に埋立予定地などの一
区画を形成する護岸の間隔は百メートル以上と大きく、
このような広す面積に対応する、巾広の被覆シートは存
在せず、fた複数枚のシートを接着して敷設する場合に
も工場などでの広幅シートの作製、および運搬、さらに
は敷設が容易でなく、また現場で接着する場合にも広幅
シートの作製および敷設は極めて困難であり実施の手段
がないのが現状である。
Since there are gaps at the joints of the steel sheet piles 4, it is impossible to prevent harmful substances from flowing out through these gaps and furthermore, from passing through the water bottom 5 and leaking out. I couldn't expect it. Therefore, it is possible to cover the entire inner surface of the seawall and the bottom of the water with a water-impermeable sheet such as a synthetic resin sheet, but in general, the distance between the seawalls that form a section of land such as a planned landfill site is large, 100 meters or more.
There is no wide covering sheet that can cover such a wide area, and even when multiple sheets are glued together and laid, it is difficult to manufacture the wide sheet at a factory, transport it, and even lay it. Furthermore, even when gluing on-site, it is extremely difficult to manufacture and lay wide sheets, and there is currently no means to do so.

(発明の目的) 本発明はこのような問題点を解決し、埋立て地の護岸の
内面および水底の全面に被覆シートを簡単かつ、迅速に
敷設することが可能な工法を提供することを目的として
発明されたものである。
(Objective of the Invention) The purpose of the present invention is to solve these problems and provide a construction method that makes it possible to simply and quickly lay a covering sheet over the entire surface of the inner surface of the revetment and the bottom of the water at a reclaimed land. It was invented as.

(発明の構成) 本発明に係る埋立て地に被覆シートを敷設する工法は、
不通性にして可撓性を有する長尺シートの長手方向へ向
う側端縁を互込に接合して広幅の被覆シートを作りなが
ら浮力を与えて護岸に囲まれた埋立て地の水面に繰り出
し、水面のほぼ全面に浮遊状態で敷設した後に浮力を除
去して被覆シートを護岸の内面および水底の全面に向っ
て沈降させることを特徴としている。
(Structure of the Invention) The method of laying a covering sheet on a reclaimed land according to the present invention is as follows:
The longitudinal side edges of the impermeable and flexible long sheets are joined in a reciprocating manner to create a wide covering sheet, which is then given buoyancy and rolled out onto the water surface of a reclaimed land surrounded by a seawall. The coating sheet is characterized by being laid in a floating state over almost the entire surface of the water, and then the buoyancy is removed to cause the covering sheet to sink toward the inner surface of the seawall and the entire surface of the water bottom.

(実 施 例) つぎに本発明を実施例に基いて詳細に説明する。(Example) Next, the present invention will be explained in detail based on examples.

第1図乃至第3図において、不通水性にして可撓性を有
する1例えば厚さ1〜10m、@2〜10 m 、長さ
く資)〜100 tn程度で必要により編組物からなる
補強層を有する塩化ビニル樹脂シートよりなる長尺シー
ト6を折り重ねて収納した長尺シート収納体7が第1図
に示す如く埋立方向(第1図では右方)へ繰り出された
それぞれの長尺シート6の長手方向へ向う側端縁が互い
に重なるようにして外の護岸3の天端3αに配設されて
おり、この長尺シート収納体7の埋立て側には互すに隣
接する長尺シート収納体7からの長尺シート6の重ね合
せ部6aの位置に溶着器8が設置されている。さらに、
長尺シート収納体7の後方にはり一部9を巻装したロー
プ収納体10が配設されている。
In Figs. 1 to 3, a reinforcing layer made of a braided material is shown in Figs. 1 to 3, which is water-impermeable and flexible. As shown in FIG. 1, a long sheet storage body 7 in which long sheets 6 made of vinyl chloride resin sheets are folded and stored is fed out in the landfill direction (to the right in FIG. 1). It is arranged at the top end 3α of the outer seawall 3 so that the side edges facing in the longitudinal direction overlap each other, and on the reclaimed side of this long sheet storage body 7, adjacent long sheet storages are arranged. A welder 8 is installed at the overlapped portion 6a of the long sheets 6 from the body 7. moreover,
At the rear of the long sheet storage body 7, a rope storage body 10 around which a beam portion 9 is wound is arranged.

そして9本発明を実施するためには、まず長尺シート6
を長尺シート収納体7から繰り出して前記重ね合せ部6
αを溶着器8により隙間なく溶着し、広幅の被覆シート
11を作る。このとき広幅の被覆シート11は埋立て地
の長さ1幅に護岸1.3の内面高さ長さを加えた長さと
幅とを要する。
9 In order to carry out the present invention, first, a long sheet 6
is fed out from the long sheet storage body 7 and placed in the overlapping section 6.
α is welded with a welder 8 without any gaps to form a wide covering sheet 11. At this time, the wide covering sheet 11 requires a length and width equal to one width of the length of the landfill plus the inner height of the seawall 1.3.

次に、前記のように被覆シートuを作りながら、各長尺
シート6の長手方向はぼ中央附近に第3図に示す如く端
面Ω形の係止部材12を適宜の間隔で取付け、これらの
係止部材12に前記ロープ収納体10に巻装したロープ
9を挿通、係止する。このとき各係止部材12の間にお
いて下端に開閉可能な環状の係着部13 eLを有する
浮子13をロープ9に係着する。ここで1本実施例にあ
っては各長尺シート6に係止部材12を設けたが。
Next, while making the covering sheet u as described above, locking members 12 having Ω-shaped end surfaces are attached at appropriate intervals near the longitudinal center of each long sheet 6 as shown in FIG. The rope 9 wound around the rope storage body 10 is inserted through the locking member 12 and locked. At this time, a float 13 having an annular locking portion 13 eL that can be opened and closed at the lower end is locked to the rope 9 between the locking members 12 . In this embodiment, each long sheet 6 is provided with a locking member 12.

浮子13の浮力と被覆シート11の水中への埋設深さと
を考慮して適宜の長尺シート6に設けてもよく、また、
浮子13をすべての係止部材12の間に配置したがこの
場合も同様に取付位置を適宜選択することができる。
It may be provided on an appropriate long sheet 6 in consideration of the buoyancy of the float 13 and the depth of embedding the covering sheet 11 in the water;
Although the floats 13 are arranged between all the locking members 12, the mounting positions can be similarly selected as appropriate in this case as well.

次に、被覆シート11の先端に繰り出し方向と直角方向
へ延びる棒材14αを取付け、この棒材14αに結合し
た牽引ロープ14を対岸の護岸1に設置した巻胴装置(
図示せず)に巻取らせることによって被覆シート11を
水面16に繰カ出し。
Next, a bar 14α extending in a direction perpendicular to the feeding direction is attached to the tip of the covering sheet 11, and a traction rope 14 connected to this bar 14α is attached to a winding drum device (
The covering sheet 11 is fed out onto the water surface 16 by winding it up on the water surface 16 (not shown).

順次敷設する。ここで、被覆シート11の先端を船で引
張ってもよい。 また、このとき牽引方向に平行に位置
する護岸1.3の内面を覆う被覆シート11の側端部1
1αは第1図および第10図に示すように内側に折り返
すとともに紐15を付枯設しておくもので、この状態で
被覆シート11を対岸の護岸1まで牽引する(第7図参
照)。
Lay them sequentially. Here, the tip of the covering sheet 11 may be pulled by a ship. Also, at this time, the side end 1 of the covering sheet 11 covering the inner surface of the seawall 1.3 located parallel to the towing direction
1α, as shown in FIGS. 1 and 10, is folded inward and a cord 15 is attached, and in this state the covering sheet 11 is pulled to the opposite bank 1 (see FIG. 7).

被覆シート11は浮子13の作用により埋立て地の水面
16に僅か埋没した浮遊状態で繰り出され水面16のほ
ぼ全面に敷設される。そして、先端を護岸1の上に引き
揚げるとともに前後に緩みをもたせた状態で繰り出しを
停止し、ロープ9を係止部材12から引き抜くと、ロー
プ9と浮子13とは被覆シート11から離脱し、第8図
に示す如く被覆シート11は水底の全面に向って沈降す
る。
The covering sheet 11 is fed out in a floating state slightly buried in the water surface 16 of the landfill by the action of the float 13, and is spread over almost the entire surface of the water surface 16. Then, when the tip is pulled up onto the seawall 1, the feeding is stopped with the rope 9 loosened in the front and back, and the rope 9 is pulled out from the locking member 12, the rope 9 and the float 13 are separated from the covering sheet 11, and the As shown in FIG. 8, the covering sheet 11 sinks toward the entire surface of the water bottom.

被覆シート11に予め重錘17を付設しておくと沈降が
容易に行われる。水面に浮遊する浮子13は船などで回
収し、再使用する。そして、第11図に示すように前記
折り重ねた被覆シート11の側端部11αに附設されて
い、る紐15を護岸3の上から引いて第12図に示す如
く護岸3の内面に沿って当接するように拡開し、被覆シ
ート11を護岸1 qの内面bffirg*存5の全面
を被覆した状態で敷設するのである。 その後、第9図
および第13図に示した如〈産業廃棄物18を投入し埋
立てを行う。
If a weight 17 is attached to the covering sheet 11 in advance, sedimentation can be easily performed. The float 13 floating on the water surface is collected by a boat or the like and reused. Then, as shown in FIG. 11, the string 15 attached to the side end 11α of the folded covering sheet 11 is pulled from above the seawall 3, and then pulled along the inner surface of the seawall 3 as shown in FIG. The covering sheet 11 is laid so as to cover the entire inner surface of the seawall 1q. Thereafter, as shown in FIGS. 9 and 13, industrial waste 18 is thrown in and landfilled.

第14図および第15図に示したものは本発明の工法を
実施する場合の他の実施例を示したもので9本実施例に
あっては、前記実施例と同様にして長尺の被覆シート6
の複数枚を長手方向へ向う側端縁を互に重ねてその重ね
合せ部6aを接着して広幅の被覆シート11を作り、つ
いで。
14 and 15 show other embodiments in which the construction method of the present invention is carried out.9 In this embodiment, a long coating is made in the same manner as in the previous embodiment. sheet 6
A wide covering sheet 11 is made by overlapping the longitudinal side edges of a plurality of sheets and gluing the overlapping portions 6a, and then.

この被覆シート11の表面または裏面に繰少出し方向と
直角の方向へ向けて空気を充填封入した長尺の袋状部材
加を重ね、これを端面Ω形の係止部材19にて被覆シー
ト11に押え固定することによって被覆シートHに浮力
を与えるものである。そして、浮遊状態で前記同様の手
段によシ敷設した後、この袋状部材20を離脱し、また
は装着したまま端部を切り開いて空気を抜き浮力を除去
して被覆シート11を護岸の内面および水底の全面に向
って沈降させるものである。本実施例にあっては空気を
抜いた袋状部材加に産業廃棄物、土砂などを充填するこ
とにより、沈降を容易に行わせることができる。
A long bag-like member filled with air is stacked on the front or back surface of the covering sheet 11 in a direction perpendicular to the feeding direction, and this is attached to the covering sheet 11 by a locking member 19 having an Ω-shaped end surface. This gives buoyancy to the covering sheet H by holding it down. After laying the bag-like member 20 in a floating state by the same means as described above, the bag-like member 20 is removed, or the ends are cut open while still attached to remove air and remove buoyancy, and the covering sheet 11 is placed on the inner surface of the seawall and It causes the water to settle towards the entire surface of the water bottom. In this embodiment, sedimentation can be easily carried out by filling industrial waste, earth and sand, etc. in addition to the deflated bag-like member.

(発明の効果) 本発明は、不通水性にして可撓性を有する長尺シートの
長手方向へ向う側端縁を互に接合して広幅の被覆シート
を作りながら浮力を与えて埋立て池水面に繰り出し、護
岸に囲まれた水面のほぼ全面に浮遊状態で敷設した後に
浮力を除去してシートを護岸の内面および水底の全面に
向って沈降させるものであるため埋立て材や産業廃棄物
中の有害物が護岸、水底を透過して周囲の海域、水域あ
るいは陸地へと流出することが完全に防止され、また敷
設工事も容易で、迅速であるとともに、現場での作業だ
けで良く経済的であるなどの種々の効果を有するもので
ある。
(Effects of the Invention) The present invention creates a wide covering sheet by joining the longitudinal side edges of a long sheet that is water-impermeable and flexible, and provides buoyancy to the water surface of a reclaimed pond. The sheet is unrolled and laid in a floating state on almost the entire surface of the water surrounded by the seawall, and then the buoyancy is removed and the sheet settles toward the inner surface of the seawall and the entire surface of the water bottom, so it is easy to remove from landfill materials and industrial waste. It completely prevents harmful substances from penetrating the seawall and the water bottom and flowing out into the surrounding sea area, water bodies, or land.In addition, the installation work is easy and quick, and it is economical because it only requires work on site. It has various effects such as:

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

第1図は本発明の工法を実施するための一実施例の平面
部分図、第2図はそのA−A線断面図、第3図はその浮
子と四−プと被覆シートとの係着状態を示す拡大斜視図
、第4図は埋立て地の平面図、第5図はそのB−B線断
面図、第6図乃至第13図は敷設工法を示す説明図、第
14図は他の具体例における平面部分図、第15図はそ
のa−C線断面図である。 1・・・・・・護岸、 2・・・・・・海域、 3・・
・・・・護岸。 3α・・・・・・先端、 4・・・・・・鋼矢板、 5
・・・・・・水底。 6・・・・・・長尺シート、 6α・・・・・・重ね合
せ部。 7・・・・・・長尺シート収納体、  8・・・・・・
溶着器、  9・・・・・・ロープ、10・・・・・・
ロープ収納体、11・・・・・・被覆シート、11α・
・・・・・側端部、12・・・・・・係止部材、13・
・・・・・浮子、13α・・・・・・係着部、14・・
・・・・牽引ロープ、14α・・・・・・棒材、  1
5・・・・・・紐。 16・・・・・・水面、17・・・・・・重錘、18・
・・・・・産業廃棄物。 19・・・・・・係止部材、20・・・・・・袋状部材
。 f\
Fig. 1 is a partial plan view of an embodiment for carrying out the construction method of the present invention, Fig. 2 is a sectional view taken along the line A-A, and Fig. 3 is the engagement of the float, quadruple, and covering sheet. Fig. 4 is a plan view of the reclaimed land, Fig. 5 is a sectional view taken along the line B-B, Figs. FIG. 15 is a partial plan view of a specific example, and FIG. 15 is a sectional view taken along the line a-C. 1... Seawall, 2... Sea area, 3...
... Seawall. 3α...Tip, 4...Steel sheet pile, 5
...At the bottom of the water. 6... Long sheet, 6α... Overlapping part. 7... Long sheet storage body, 8...
Welder, 9... Rope, 10...
Rope storage body, 11...Covering sheet, 11α・
... Side end portion, 12 ... Locking member, 13.
...Float, 13α... Attachment part, 14...
...Tow rope, 14α... Bar material, 1
5... String. 16... Water surface, 17... Weight, 18.
·····Industrial waste. 19... Locking member, 20... Bag-shaped member. f\

Claims (3)

【特許請求の範囲】[Claims] (1)不通水性にして可撓性を有する長尺シートの長手
方向へ向う側端縁を互いに接合して広幅の被覆シートを
作りながら浮力を与えて護岸に囲まれた埋立て地の水面
に繰り出し水面のほぼ全面に浮遊状態で敷設した後に浮
力を除去して被覆シートを護岸の内面および水底の全面
に向つて沈降させることを特徴とする埋立て地に被覆シ
ートを敷設する工法。
(1) The longitudinal side edges of a long, water-impermeable and flexible sheet are joined to each other to create a wide covering sheet, which is then given buoyancy and rolled out onto the water surface of a reclaimed land surrounded by a seawall. A construction method for laying a covering sheet on reclaimed land, which is characterized by laying the covering sheet in a floating state on almost the entire surface of the water, and then removing buoyancy and allowing the covering sheet to sink toward the inner surface of the seawall and the entire surface of the water bottom.
(2)被覆シートの表面に複数個の係止部材を適宜の間
隔で複数列設け、これらの係止部材に適宜間隔で浮子を
着脱自在に装着したロープを各列毎に挿通係止して被覆
シートに浮力を与え、護岸に囲まれた水面のほぼ全面に
浮遊状態で敷設した後に前記ロープを係止部材から引き
抜くことによりロープおよび浮子を被覆シートから離脱
させて浮力を除去する特許請求の範囲第1項記載の埋立
て地に被覆シートを敷設する工法。
(2) A plurality of locking members are provided in multiple rows at appropriate intervals on the surface of the covering sheet, and ropes with removably attached floats are inserted and locked in each row through these locking members at appropriate intervals. A method of applying buoyancy to the covering sheet, laying it in a floating state on almost the entire surface of the water surrounded by a seawall, and then pulling out the rope from the locking member to remove the buoyancy by detaching the rope and the float from the covering sheet. A method of laying a covering sheet on the reclaimed land described in Scope 1.
(3)被覆シートの表面の適宜の箇所に内部に空気を充
填した袋状部材を付設して被覆シートに浮力を与え、護
岸に囲まれた水面のほぼ全面に浮遊状態で敷設した後に
袋状部材の内部の空気を抜き浮力を除去する特許請求の
範囲第1項記載の埋立て地に被覆シートを敷設する工法
(3) Bag-like members filled with air are attached to appropriate locations on the surface of the covering sheet to give buoyancy to the covering sheet, and after being laid in a floating state over almost the entire surface of the water surrounded by the seawall, the bag-like members are A construction method for laying a covering sheet in a landfill according to claim 1, wherein air is removed from the inside of the member to remove buoyancy.
JP59178045A 1984-08-27 1984-08-27 Method of laying covering sheet on reclaiming land Granted JPS6157705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59178045A JPS6157705A (en) 1984-08-27 1984-08-27 Method of laying covering sheet on reclaiming land

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59178045A JPS6157705A (en) 1984-08-27 1984-08-27 Method of laying covering sheet on reclaiming land

Publications (2)

Publication Number Publication Date
JPS6157705A true JPS6157705A (en) 1986-03-24
JPH0140170B2 JPH0140170B2 (en) 1989-08-25

Family

ID=16041626

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59178045A Granted JPS6157705A (en) 1984-08-27 1984-08-27 Method of laying covering sheet on reclaiming land

Country Status (1)

Country Link
JP (1) JPS6157705A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01111912A (en) * 1987-10-26 1989-04-28 Shibata Kogyo Kk Placing of rubber sheet on marine wastes-treating site
KR101332725B1 (en) * 2013-02-13 2013-11-25 주식회사 대양컨설턴트 Ocean mat spreading apparatus

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4026683B2 (en) * 2002-09-10 2007-12-26 洋伸建設株式会社 Impermeable sheet and its laying method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS615109A (en) * 1984-06-20 1986-01-10 Zeon Kasei Kk Laying method of impervious sheet in closed wate area

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS615109A (en) * 1984-06-20 1986-01-10 Zeon Kasei Kk Laying method of impervious sheet in closed wate area

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01111912A (en) * 1987-10-26 1989-04-28 Shibata Kogyo Kk Placing of rubber sheet on marine wastes-treating site
KR101332725B1 (en) * 2013-02-13 2013-11-25 주식회사 대양컨설턴트 Ocean mat spreading apparatus

Also Published As

Publication number Publication date
JPH0140170B2 (en) 1989-08-25

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