JPH04146314A - Construction method for impermeable sheet - Google Patents

Construction method for impermeable sheet

Info

Publication number
JPH04146314A
JPH04146314A JP2269478A JP26947890A JPH04146314A JP H04146314 A JPH04146314 A JP H04146314A JP 2269478 A JP2269478 A JP 2269478A JP 26947890 A JP26947890 A JP 26947890A JP H04146314 A JPH04146314 A JP H04146314A
Authority
JP
Japan
Prior art keywords
sheet
water
sheets
float
tubes
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
JP2269478A
Other languages
Japanese (ja)
Other versions
JPH0726379B2 (en
Inventor
Junichi Hamasuna
順一 浜砂
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.)
Toa Corp
Original Assignee
Toa Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toa Corp filed Critical Toa Corp
Priority to JP2269478A priority Critical patent/JPH0726379B2/en
Publication of JPH04146314A publication Critical patent/JPH04146314A/en
Publication of JPH0726379B2 publication Critical patent/JPH0726379B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

PURPOSE:To facilitate execution by settling sheets while deflating float tubes mounted on the impermeable sheets so that they are capable of loading and unloading upon joining units of a plurality of impermeable sheets with each other in a required wideness on the water. CONSTITUTION:Sheet rolls 1 are mounted on a sheet roll receiving holder 2, central axles of the rolls 1 are set horizontally to an axle receiver of the holder 2, impermeable sheets 5 are delivered to the waterside by a sheet delivery roller 6, they are joined in a specific wide unit, and float tubes 14 are mounted at proper intervals to float all the sheets 5 horizontally. After that, the sheets 5 are properly bent to tow them to a specific position, the sheets 5 are spread over, fixing ropes 13 are fixed with anchors 19, and they are set on a specific water. Then, the tubes 14 are extracted on board while deflating the tubes 14, and the sheets 5 are settled.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、廃棄物処理場等の底面及び法面等に遮水シー
トを所要の大きさに接合して沈設する経済的な遮水シー
トの敷設方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides an economical water-shielding sheet that is bonded to a desired size and deposited on the bottom or slope of a waste treatment plant, etc. This relates to the installation method.

〔従来の技術〕[Conventional technology]

近年、産業廃棄物処理場等を閉水域などにつくる場合、
その廃棄物中に水溶性有害物質が含まれる場合には、周
囲の環境を汚染するという問題が発生するため、その設
置場所の水域で、その廃棄物処理場の底面や法面等に遮
水シートを敷設することが行なわれている。
In recent years, when building industrial waste treatment plants etc. in closed waters,
If the waste contains water-soluble hazardous substances, the problem of contaminating the surrounding environment will occur. Laying of sheets is being carried out.

そこで、遮水シートを敷設するのに、従来、一方の岸か
ら対岸に向けてシートを浮かせながらウィンチで引張っ
ておき、これに隣接して同様にしてシートを引張り、水
上または作業船上でシートを接合した後にシートを沈め
る作業を行なっていた。
Conventionally, when laying a water-shielding sheet, the sheet is floated from one shore to the other shore and pulled with a winch, and then the sheet is pulled in the same way adjacent to this, and the sheet is placed on the water or on a work boat. After joining, the sheets were submerged.

このような従来の方法では、シートをウィンチで引張る
ため、敷設後に必要なシートの強度より、敷設時に必要
なシートの強度が大きくなるので、強度の大きいシート
を使用することになるので経済的でないという問題があ
った。
In this conventional method, the sheet is pulled with a winch, so the strength of the sheet needed at the time of laying is greater than the strength of the sheet after it is laid, so a sheet with greater strength is used, which is not economical. There was a problem.

また、遮水シートに所定間隙で縦ロープを配設し、さら
に横ロープを取付けることにより、大きな遮水シートの
引張強度をこれらロープからなる格子状ネット構造で受
けさせるようにした閉水域の遮水シートの布設方法に関
する特開昭61−5109の発明がなされているが、こ
の場合もロープ等の補強部材が必要であり、経済性に問
題があった。
In addition, by arranging vertical ropes on the water-shielding sheet at predetermined intervals and further attaching horizontal ropes, the tensile strength of the large water-shielding sheet is absorbed by the lattice-like net structure made of these ropes. A method of laying a water sheet was disclosed in Japanese Patent Application Laid-open No. 61-5109, but this method also required a reinforcing member such as a rope, resulting in an economical problem.

〔発明の解決しようとする課題〕[Problem to be solved by the invention]

本発明は、前記従来の問題点を解決するためになされた
ものであり、敷設する遮水シートに、敷設時の無理な力
がかからない、経済的な遮水シートの敷設方法を提供す
ることを解決課題としたものである。
The present invention has been made in order to solve the above-mentioned conventional problems, and aims to provide an economical method for laying a water-shielding sheet that does not apply excessive force to the water-shielding sheet being laid. This is a problem to be solved.

〔課題を解決するための手段〕[Means to solve the problem]

上記の課題を解決するための手段として、本発明の遮水
シートの敷設方法は、複数の遮水シートを適宜な手段に
よる圧着や縫い付けなどにより所定の広さのユニットに
接合の上、各ユニットの遮水シート上に所定の間隔で、
複数の気密性ホースなどのフロートチューブをリング状
の取付用ロープなどで着脱可能に取付けて水面に浮かせ
た状態で、そのままの形、またはフロートチューブの直
角方向にそのシートを縮めた状態にて、所定の敷設位置
まで曳航などにより運搬した後、複数の上記遮水シート
のユニット同志を水上で所要の広さに圧着や縫い付は等
により接合の上、各フロートチューブを空気抜きしなが
ら遮水シートを沈設することを特徴としたものである。
As a means for solving the above-mentioned problems, the method for laying a water-shielding sheet of the present invention involves joining a plurality of water-shielding sheets into a unit of a predetermined size by crimping or sewing by appropriate means, and then each At predetermined intervals on the water-shielding sheet of the unit,
Multiple float tubes such as airtight hoses are removably attached using ring-shaped attachment ropes and floated on the water surface, either as they are, or with the sheet shortened in the direction perpendicular to the float tube. After transporting the units by towing or other methods to a predetermined installation location, the units of the above-mentioned water-shielding sheets are joined together by crimping, sewing, etc. to the required width on the water, and the water-shielding sheets are attached while removing air from each float tube. It is characterized by the fact that it is submerged.

沈設した遮水シートからは、空気抜きされたフロートチ
ューブを容易に水上に抜き取ることができる。
The deflated float tube can be easily pulled out onto the water from the submerged waterproof sheet.

以上の敷設方法によれば、遮水シートの運搬、沈設中の
シートに無理な力が加わることがなく、所要面積の遮水
シートが、水上での接合によって任意な形状及び大きさ
で得られることになる。
According to the above-mentioned laying method, no unreasonable force is applied to the sheet while it is being transported or sunk, and a water-shielding sheet of the required area can be obtained in any shape and size by joining on the water. It turns out.

〔実施例〕〔Example〕

以下図面を参照して本発明の敷設方法を使用して閉水域
に遮水シートを敷設する場合の実施例における一連の作
業手順を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A series of work procedures in an embodiment in which a water-blocking sheet is laid in a closed water area using the laying method of the present invention will be described below with reference to the drawings.

まず、所定の広さのユニットに接合した遮水シート (
以下の説明では便宜上単にシートと称す)の製作につい
て説明すると、運搬等に適した幅及び長さのシートの中
心に心棒をいれてロール状のシートにして現地へ運搬し
た後、このシートロール1を、第1図、第2図及び第3
図に示すような仮設のシートロール受は架台2に載置す
る。この場合、シートロール1の中心の心棒をシートロ
ール受は架台2の心棒受けに第1図及び第2図に示すよ
うな水平方向、または、第3図に示すような上下方向に
千鳥状にセットするものとする。
First, a water-blocking sheet (
In the following explanation, for the sake of convenience, we will simply refer to the sheet as a sheet). After inserting a mandrel in the center of a sheet with a width and length suitable for transportation, making it into a roll sheet and transporting it to the site, this sheet roll 1 , Figure 1, Figure 2 and Figure 3.
A temporary sheet roll holder as shown in the figure is placed on a pedestal 2. In this case, the center shaft of the sheet roll 1 is attached to the shaft support of the frame 2 in a horizontal direction as shown in FIGS. 1 and 2, or in a staggered manner in the vertical direction as shown in FIG. shall be set.

セットされたシートロール1の横に、仮設のシート接合
架台4を、水平または図示のごとく少し傾斜させて木材
等で作っており、シート接合架台4上の下方に、シート
5を適宜引張るシート送りローラ6を仮設架台7の上に
セットする。
Next to the set sheet roll 1, a temporary sheet joining frame 4 is made of wood or the like horizontally or slightly inclined as shown in the figure, and the sheet 5 is pulled appropriately below the sheet joining frame 4 for sheet feeding. The roller 6 is set on the temporary pedestal 7.

シート送りローラ6は、仮設架台7の上にベアリングロ
ーラ12のローラ受は台8がセットされ、その上に軌道
ローラ9、受はローラ10が配置され、さらにその上に
重しローラ1が配置され、重しローラ11と軌道ローラ
9及び受はローラ10の間にシート5が挿入され、軌道
ローラ9を回転させると、シート5はローラ間との摩擦
により送り出される。
In the sheet feeding roller 6, a roller support stand 8 for a bearing roller 12 is set on a temporary pedestal 7, a track roller 9 and a roller support roller 10 are placed on top of the stand 8, and a weight roller 1 is placed on top of that. The sheet 5 is inserted between the weight roller 11, the track roller 9, and the receiver roller 10, and when the track roller 9 is rotated, the sheet 5 is sent out due to friction between the rollers.

なお、この実施例では、陸上で製作する方法について述
べているが、同様な作業を台船上などで実施することも
可能である。
Although this embodiment describes a method of manufacturing on land, it is also possible to carry out similar work on a barge or the like.

次に、上記のごとく所定の広さのユニットに接合したシ
ート5の運搬につき説明すると、まず第4図のごとくシ
ート5の端部にシート5を水上または水底で固定するた
めの固定用ロー113を適宜な間隔で取付ける。
Next, to explain the transportation of the sheet 5 joined into a unit of a predetermined size as described above, first, as shown in FIG. Install them at appropriate intervals.

次に、このようなユニットのシート5全体を曳航による
運搬時に水面に浮かせるために、空気を入れるとフロー
トの役目をする軟らかい気密性ホースなどのフロートチ
ューブ14をシート5上に適宜な間隔で取付ける。
Next, in order to float the entire sheet 5 of such a unit on the water surface during transportation by towing, float tubes 14 such as soft airtight hoses that act as floats when filled with air are attached at appropriate intervals on the sheet 5. .

この取付けは、フロートチューブ14を取付ける線上に
適宜な間隔で取付は用のロープ15をシート5に取付け
ておき、そのロープ15の輪の中にフロートチューブ1
4を通すことにより行なうが、この時フロートチューブ
エ4と取付は用の口−115はルーズになっている。
For this installation, ropes 15 for installation are attached to the seat 5 at appropriate intervals on the line on which the float tube 14 is to be attached, and the float tube is placed inside the loop of the rope 15.
At this time, the float tube 4 and the mounting opening 115 are loose.

したがって、各フロートチューブ14は、上記のロー1
15でできた輪の中を縫うように差し込むことができ、
また逆に抜き取ることによってシート5に対して着脱可
能になっている。
Therefore, each float tube 14
It can be inserted as if sewing through the loop made in step 15.
Conversely, it can be attached to and detached from the seat 5 by pulling it out.

そして、水際または台船上で、フロートチューブ14を
シート5に取付けることで、シート5全体を水面に浮か
せ、この状態で第5図のごとくフロートチューブ14と
直角方向にシート5を適宜な間隔で縮めて、ロープ16
等で縛っておくが、長さが長すぎる場合には、適宜折り
曲げ、この状態で曳船17により所定の敷設位置まで曳
航により運搬する。
Then, by attaching the float tube 14 to the sheet 5 at the water's edge or on a barge, the entire sheet 5 is floated on the water surface, and in this state, as shown in FIG. Rope 16
However, if the length is too long, it is bent appropriately and transported in this state by being towed by the tugboat 17 to a predetermined laying position.

次に、敷設する水面上で、シート5を縛っていたロープ
16を解き、第17図のごとく、シート5を広げ、適宜
な方向の固定用ロープ13をアンカー19で固定し、所
定の水面上にセットする。
Next, on the water surface where the sheet 5 is laid, untie the rope 16 that tied the sheet 5, spread the sheet 5 as shown in Fig. 17, fix the fixing rope 13 in an appropriate direction with the anchor 19, and place it on the water surface. Set to .

この状態でシート5を沈設する場合には、フロートチュ
ーブ14内の空気を抜きながら、フロートチューブ14
を順次船上に抜き取ればよい。
When submerging the seat 5 in this state, remove the air from the float tube 14 while
All you have to do is remove them one by one onto the ship.

さらに、このように所定の敷設位置まで運搬された複数
のシート5の各ユニットをその水域の水面Wに浮かせ、
シート5の端部を第6図及び第7図に示すように最端部
のフロートチューブ14から適宜な長さだけ水中に垂ら
しておく。
Furthermore, each unit of the plurality of sheets 5 transported to a predetermined installation position in this way is floated on the water surface W of the water body,
As shown in FIGS. 6 and 7, the end of the sheet 5 is allowed to hang down into the water by an appropriate length from the float tube 14 at the end.

この際、最端部のフロートチューブ14は、垂らした分
のシート5の水中重量に充分耐えられる浮力を与える大
きさのものとしておく。
At this time, the float tube 14 at the end is sized to provide enough buoyancy to withstand the weight of the suspended sheet 5 in water.

そして、上記のシート5の端部を吊り上げるためにく適
宜な間隔に吊り上げ用の単体ブイ2゜を取付けておく。
In order to lift the end portion of the sheet 5, single lifting buoys 2° are attached at appropriate intervals.

上記の状態で水面W上に浮いたシート5を2枚適宜な間
隔に接近させ、第8図に示すシート接合用の二叉作業船
21を用意する。
Two sheets 5 floating on the water surface W in the above state are brought close to each other at an appropriate interval to prepare a two-pronged work boat 21 for sheet joining shown in FIG. 8.

この二叉作業船21の前方の二叉の下には、適宜な高さ
の作業用デツキ22を設けており、また、シート端部吊
り上げ用の単体ブイ2oの間隔に合せて、二叉でシート
5を吊り上げるため、複数のフック23を、シーヤ25
で支持した二叉24に備えている。
A working deck 22 of an appropriate height is provided under the forks at the front of this two-pronged work boat 21, and the two-pronged work deck 22 is installed at an appropriate height to match the spacing between the single buoys 2o for lifting the end of the sheet. In order to lift the sheet 5, a plurality of hooks 23 are connected to the sear 25.
It is equipped with two prongs 24 supported by

そこで、第9図に示すように、二叉作業船21を2枚の
浮いたシート5の間に挿入させて、その三叉作業船21
の前方をシート5の端部の位置にセットし、4個の吊り
上げ用の単体ブイ20を吊り上げて、シート5を作業用
デツキ22にセットした上、作業用デツキ22上に置か
れた2枚のシート5のそれぞれ端部を、適宜な器具を用
いて作業員が、圧着または縫い付は等により接合する。
Therefore, as shown in FIG. 9, the two-pronged work boat 21 is inserted between the two floating sheets 5, and the three-pronged work boat 21
The front of the sheet 5 was set at the end of the sheet 5, the four individual lifting buoys 20 were lifted up, the sheet 5 was set on the work deck 22, and the two sheets placed on the work deck 22 were placed on the work deck 22. The respective ends of the sheets 5 are joined by a worker using an appropriate tool by crimping, sewing, or the like.

次に、三叉作業船21を後退させながら上記の作業を繰
り返し行ない、2枚のシート5を水上で接合し、このよ
うな作業を順次行なって必要な枚数のユニットのシート
5を水上で接合しながら所要の広さのシート5にする。
Next, the above operation is repeated while moving the three-pronged work boat 21 backward to join the two sheets 5 on the water, and such operations are performed sequentially to join the required number of units of the sheets 5 on the water. While doing so, make the sheet 5 the required size.

なお、すでに水底に沈設したシート5に別のシート5を
接合する場合は、水底のシート5の端部に適宜な数のフ
ロートチューブ14を、空気を抜いた状態でセットし、
フロートチューブ14内に空気を入れてシート5の端部
のみ浮上させる。
In addition, when joining another sheet 5 to the sheet 5 that has already sunk to the bottom of the water, set an appropriate number of float tubes 14 at the end of the sheet 5 on the bottom of the water with the air removed,
Air is introduced into the float tube 14 to float only the end of the sheet 5.

なお、この場合、シート端部の吊り上げ用の単体ブイ2
0も取付けるものとする。
In this case, a single buoy 2 for lifting the end of the sheet
0 shall also be attached.

そして、既設のシート5の端部のみを浮上させ、既設の
シート5と接合するシート5の端部を水面Wに適宜な間
隔で配置し、上記と同じ手順でシート5を水上で接合す
る。
Then, only the end portion of the existing sheet 5 is floated, and the end portion of the sheet 5 to be joined to the existing sheet 5 is placed on the water surface W at an appropriate interval, and the sheet 5 is joined on the water using the same procedure as described above.

次に、シート端部吊り上げ用の単体ブイ2゜を外して、
フロートチューブ14内の空気を抜きながら、フロート
チューブ14を順次船上に抜き取って、シート5を水底
に沈設する。
Next, remove the single buoy 2° for lifting the end of the seat,
While removing the air inside the float tubes 14, the float tubes 14 are sequentially pulled out onto the ship, and the seat 5 is sunk to the bottom of the water.

ここで、法面の場合は、法肩にシート5の固定用の杭を
適宜な間隔で配置しておき、シート5の端部の固定用ロ
ー113をその杭に結びつけた後に、フロートチューブ
14の空気を抜き、シート5を沈設する。
Here, in the case of a slope, stakes for fixing the sheet 5 are arranged at appropriate intervals on the shoulder of the slope, and after tying the fixing rows 113 at the ends of the sheet 5 to the stakes, the float tube 14 The air is removed and the sheet 5 is submerged.

〔発明の効果〕〔Effect of the invention〕

以上に説明した本発明の遮水シートの敷設方法によれば
、その遮水シートの運搬及び沈設作業中に、遮水シート
に無理な力が加わらないので敷設後に必要なシート強度
で充分あり、従来より安価な遮水シートを使用でき、ロ
ープなどの補強部材も簡単になり経済的な効果がある。
According to the above-described method for laying a water-shielding sheet of the present invention, no excessive force is applied to the water-shielding sheet during the transportation and sinking work of the water-shielding sheet, so that the sheet strength required after installation is sufficient. A water-shielding sheet that is cheaper than before can be used, and reinforcing members such as ropes can be simplified, resulting in an economical effect.

また、所要の広さの遮水シートを、水上で接合により得
られるので、遮水シートを敷設する場所が矩形でない場
合にも本発明の方法を有効に適用できる。
Further, since a water-shielding sheet of a required size can be obtained by joining on water, the method of the present invention can be effectively applied even when the place where the water-shielding sheet is laid is not rectangular.

さらに、水底に沈設した遮水シートの端部のみを浮上さ
せて接合できるので、天候に左右されずに作業が行なえ
るという利点もある。
Furthermore, since only the ends of the water-shielding sheet submerged at the bottom of the water can be raised and joined, there is the advantage that work can be carried out regardless of the weather.

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

図面は本発明の遮水シートの敷設方法を使用して閉本域
に遮水シートを敷設する場合の実施例における一連の作
業手順の説明図であり、第1図はあらかじめ所定の広さ
のユニットに遮水シートを製作する際のシートロールを
水平に千鳥に配置した側面図、第2図は第1図の平面図
、第3図は第1図と同様に遮水シートを製作する際のシ
ートロールを上下に千鳥に配置した側面図、第4図は遮
水シートを水面上に広げた状態を示す斜視図、第5図は
第4図の遮水シートの曳航運搬状況を示す斜視図、第6
図は遮水シート端部の浮上状態を示す側断面図、第7図
は遮水シート端部間に二叉作業船を挿入した状態を示す
平面図、第8図は遮水シート接合用の自航式の二叉作業
船の側面図、第9図は水上での遮水シートの接合作業の
状態を示す平面図である。 5・・・遮水シート、14・・・フロートチューブ、1
5・・・(取付用の)ローブ、17・・・曳船、21・
・・二叉作業船、22・・・作業用デツキ。
The drawings are explanatory diagrams of a series of work steps in an embodiment in which a water-blocking sheet is laid in a closed main area using the method of laying a water-blocking sheet of the present invention. A side view of the sheet rolls arranged horizontally in a staggered manner when manufacturing a water-shielding sheet in a unit, Figure 2 is a plan view of Figure 1, and Figure 3 is a side view when manufacturing a water-shielding sheet in the same way as Figure 1. Fig. 4 is a perspective view showing the water-shielding sheet spread out on the water surface, and Fig. 5 is a perspective view showing the water-shielding sheet in Fig. 4 being towed and transported. Figure, 6th
The figure is a side cross-sectional view showing the floating state of the ends of the seepage-shielding sheet, Figure 7 is a plan view showing the state where a two-pronged work boat is inserted between the ends of the seepage-shielding sheet, and Figure 8 is a side sectional view showing the floating state of the end of the seepage-shielding sheet. FIG. 9 is a side view of the self-propelled two-pronged work boat, and is a plan view showing the state of the work of joining water-shielding sheets on the water. 5...Waterproof sheet, 14...Float tube, 1
5... Robe (for installation), 17... Tugboat, 21.
... Two-pronged work boat, 22... Work deck.

Claims (1)

【特許請求の範囲】[Claims] 所定の広さのユニットに接合した遮水シート上に、所定
の間隔で複数のフロートチューブを着脱可能に取付けて
水面に浮かせた状態で、所定の敷設位置まで運搬した後
、複数の上記遮水シートのユニット同志を水上で所要の
広さに接合の上、各フロートチューブを空気抜きしなが
ら遮水シートを沈設する遮水シートの敷設方法。
A plurality of float tubes are removably attached at predetermined intervals on a water-shielding sheet joined to a unit of a predetermined width, and after being transported to a predetermined installation position while floating on the water surface, A method of laying a water-shielding sheet in which the sheet units are joined together on the water to the required width, and then the water-shielding sheet is sunk while removing air from each float tube.
JP2269478A 1990-10-09 1990-10-09 Laying method of water-blocking sheet Expired - Fee Related JPH0726379B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2269478A JPH0726379B2 (en) 1990-10-09 1990-10-09 Laying method of water-blocking sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2269478A JPH0726379B2 (en) 1990-10-09 1990-10-09 Laying method of water-blocking sheet

Publications (2)

Publication Number Publication Date
JPH04146314A true JPH04146314A (en) 1992-05-20
JPH0726379B2 JPH0726379B2 (en) 1995-03-22

Family

ID=17473003

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2269478A Expired - Fee Related JPH0726379B2 (en) 1990-10-09 1990-10-09 Laying method of water-blocking sheet

Country Status (1)

Country Link
JP (1) JPH0726379B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004097960A (en) * 2002-09-10 2004-04-02 Yoshin Kensetsu Kk Water sealing sheet and installation method of the same

Citations (2)

* 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
JPH02248513A (en) * 1989-03-20 1990-10-04 Kajima Corp Laying method for water impermeable sheet

Patent Citations (2)

* 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
JPH02248513A (en) * 1989-03-20 1990-10-04 Kajima Corp Laying method for water impermeable sheet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004097960A (en) * 2002-09-10 2004-04-02 Yoshin Kensetsu Kk Water sealing sheet and installation method of the same

Also Published As

Publication number Publication date
JPH0726379B2 (en) 1995-03-22

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