JP2003033745A - Connection method for water barrier sheet and water barrier sheet used for it - Google Patents
Connection method for water barrier sheet and water barrier sheet used for itInfo
- Publication number
- JP2003033745A JP2003033745A JP2001224285A JP2001224285A JP2003033745A JP 2003033745 A JP2003033745 A JP 2003033745A JP 2001224285 A JP2001224285 A JP 2001224285A JP 2001224285 A JP2001224285 A JP 2001224285A JP 2003033745 A JP2003033745 A JP 2003033745A
- Authority
- JP
- Japan
- Prior art keywords
- water
- sheet
- asphalt
- sheets
- impermeable
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 18
- 238000000034 method Methods 0.000 title claims abstract description 15
- 230000004888 barrier function Effects 0.000 title abstract 4
- 239000000463 material Substances 0.000 claims abstract description 47
- 239000010426 asphalt Substances 0.000 claims abstract description 35
- 238000002347 injection Methods 0.000 claims description 14
- 239000007924 injection Substances 0.000 claims description 14
- 230000008961 swelling Effects 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 9
- 239000000835 fiber Substances 0.000 description 9
- 125000006850 spacer group Chemical group 0.000 description 8
- 239000011241 protective layer Substances 0.000 description 7
- 239000013535 sea water Substances 0.000 description 6
- 229920001971 elastomer Polymers 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 239000005060 rubber Substances 0.000 description 5
- 229920003002 synthetic resin Polymers 0.000 description 4
- 239000000057 synthetic resin Substances 0.000 description 4
- 235000006506 Brasenia schreberi Nutrition 0.000 description 3
- 244000267222 Brasenia schreberi Species 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000004745 nonwoven fabric Substances 0.000 description 3
- 239000012209 synthetic fiber Substances 0.000 description 3
- 229920002994 synthetic fiber Polymers 0.000 description 3
- 239000002759 woven fabric Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 229920002725 thermoplastic elastomer Polymers 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、海洋埋め立ての廃
棄物処分場等の海域(水域を含む概念である。)におけ
る遮水構造に用いる遮水シートの接合方法およびそれに
用いる遮水シートに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of joining water-impermeable sheets used for a water-impervious structure in a sea area (a concept including water areas) such as a landfill waste disposal site, and a water-impermeable sheet used therefor.
【0002】[0002]
【従来の技術】例えば、海洋を埋め立てた廃棄物処分場
は、その廃棄物処分場の底部を遮水シートで覆って処分
場から汚水が漏出しないようにする。そのために、その
処分場に遮水シートを敷設するものであるが、その敷設
にあたっては、広大な面積を覆うために複数枚のシート
材を接続しなければならない。2. Description of the Related Art For example, in a waste disposal site in which the ocean is landfilled, the bottom of the disposal site is covered with a water-blocking sheet so that sewage does not leak from the disposal site. For that reason, a water-blocking sheet is laid at the disposal site, but when laying it, a plurality of sheet materials must be connected to cover a vast area.
【0003】そのためにその接続は、図10に示す如
く、複数のフロート100を取り付けがシート材101
を浮かべた状態にして隣接するシート材同志を接合して
広大な遮水シートを構成する作業を行っている。Therefore, as shown in FIG. 10, the connection is made by attaching a plurality of floats 100 to a sheet material 101.
We are constructing a vast impermeable sheet by joining adjacent sheet materials in a floating state.
【0004】[0004]
【発明が解決しようとする課題】このような従来技術に
よると、遮水シートを接合するために海面に各シート材
を浮かべなければならず、そのためにシート材へのフロ
ートの装着作業、敷設時のフロートの取り外し作業、取
り外したフロートの回収作業が必要であり、広大な面積
に敷設する大きなシート材としてはそれらの作業は大き
な負担となっている。According to such a conventional technique, it is necessary to float each sheet material on the sea surface in order to join the water-impervious sheet, and therefore, when the float is attached to the sheet material, at the time of laying. It is necessary to remove the floats and collect the removed floats, which is a heavy burden for a large sheet material laid in a vast area.
【0005】また、接合されて非常に広大になった遮水
シートを定まった位置に片寄らせたりしわを寄らせたり
することなく正確に沈降敷設する作業は極めて困難な作
業である。Further, it is extremely difficult to accurately lay down the water-impermeable sheets that have been joined together and become very vast without sloping or wrinkling at fixed positions.
【0006】[0006]
【課題を解決するための手段】そこで本発明は、少なく
とも接合端部付近をアスファルト系としたシート材を海
底に沈降設置した後に隣接するシート材同志をアスファ
ルトで接合することを特徴とする遮水シートの接合方法
であり、さらに、布状体にアスファルトを含浸もしくは
塗布してアスファルト系のシート材としたことを特徴と
する遮水シートである。In view of the above, the present invention is characterized in that a sheet material having at least a joint end portion made of asphalt is settled on the seabed and then adjacent sheet members are joined by asphalt. A water impervious sheet, which is a method for joining sheets, and is characterized in that a cloth-like body is impregnated with or coated with asphalt to obtain an asphalt-based sheet material.
【0007】[0007]
【発明の実施の形態】以下に本発明の実施の形態例を図
面を用いて説明する。
第1実施の形態例
図1は敷設工程を示す説明図、図2はアスファルトを流
し込む状態の説明図、図3は接合状態の説明図、図4は
接合状態の説明図である。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. First Embodiment Example FIG. 1 is an explanatory diagram showing a laying process, FIG. 2 is an explanatory diagram of a state in which asphalt is poured, FIG. 3 is an explanatory diagram of a joined state, and FIG. 4 is an explanatory diagram of a joined state.
【0008】1は遮水シートであり、布状体にアスファ
ルトを塗布したり含浸させたりしてアスファルト系の遮
水シートとしてある。このようにした遮水シート1を、
例えば図1に示す如く、ロール状にし、そのロールを海
底を転がすようにして敷設する。敷設の方法はこのよう
な方法に限るものではなく、場所や気象条件等によって
どのような方法でもよい。Reference numeral 1 is a water-impervious sheet, which is an asphalt-based water-impervious sheet obtained by applying or impregnating asphalt to a cloth-like material. The water-blocking sheet 1 thus configured,
For example, as shown in FIG. 1, a roll is formed, and the roll is laid so that the seabed is rolled. The laying method is not limited to such a method, and may be any method depending on the place, weather conditions, and the like.
【0009】このようにして敷したる遮水シート1は、
隣接する遮水シート1をその隣接する端部同志を図3に
示す如く、重ねたり、図4に示す如く当接させるか隙間
あけるかして対向配置した状態にしておく。そこで、海
上から直接もしくは管を介してその端部同志を覆うよう
に目地2に向けてアスファルト3を流し込むことによっ
て上記した図3、図4に示す如く、隣接する遮水シート
1の端部同志をアスファルト3によって接合する。この
ようにして順次、敷設した遮水シート1を接合して敷設
個所を水密構造とすることができる。なお、敷設完了後
に敷設域内の海水を排水することにより空間を形成し、
確保することができる。The water impermeable sheet 1 laid in this way is
Adjacent water-blocking sheets 1 are placed opposite to each other by overlapping their adjacent ends as shown in FIG. 3 or by abutting or leaving a gap as shown in FIG. Then, as shown in FIG. 3 and FIG. 4 described above by pouring the asphalt 3 toward the joint 2 so as to cover the ends thereof directly from the sea or via a pipe, the ends of the adjacent water-impervious sheets 1 are joined together. Are joined by asphalt 3. In this way, the laid water-impervious sheets 1 can be sequentially joined to form a watertight structure at the laid portion. After the installation is completed, the space is formed by draining the seawater inside the installation area,
Can be secured.
【0010】なお、上記構成において、遮水シート1全
面をアスファルト系で構成することなく接合端部付近だ
けをアスファルト系としてもよい。4は必要に応じて設
置面側に設けた保護層であり、天然繊維、合成繊維、金
属繊維等の各種繊維もしくはそれらの組み合わせによる
織布もしくは不織布からなる。In the above structure, the entire surface of the water-blocking sheet 1 may be made asphalt-based only in the vicinity of the joint end without being made of asphalt-based. Reference numeral 4 is a protective layer provided on the installation surface side as required, and is made of various fibers such as natural fibers, synthetic fibers, metal fibers, or a woven or non-woven fabric made of a combination thereof.
【0011】第2実施の形態例
図5は遮水シートの平面説明図、図6は断面拡大部分説
明図であり、図において、1は遮水シートであり、上記
遮水シート1と同様のアスファルト系のシート材5を二
重になるように2枚重ね、その間に必要に応じて図7に
示すようなポリエチレン等の合成樹脂製、ゴム製、金属
製等その他任意の材料によるメッシュ構造等のフレキシ
ブルな任意状態のスペーサ6を介在させて2枚のシート
材を密封して袋状とする。Second Embodiment Example FIG. 5 is a plan view of a water-impervious sheet, and FIG. 6 is an enlarged cross-sectional view of a water-impervious sheet. In FIG. Two asphalt-based sheet materials 5 are stacked in a double layer, and if necessary, a mesh structure made of synthetic resin such as polyethylene, rubber, metal, or any other material as shown in FIG. The two sheet materials are hermetically sealed to form a bag with the flexible spacer 6 in an arbitrary state interposed.
【0012】さらに、その2枚のシート材5間に、図8
に示すような塩化ビニール材等の合成樹脂、ゴム等の可
撓性材料からなる一端部を閉止し、周囲に複数の通孔7
を設けたパイプ8を所定間隔に複数本配置し、それらの
パイプ8を複数のブロック91、92、93・・・9n
に分割し、そのブロック毎の各パイプ8をそれぞれ注入
・排気用パイプ10に接続して外部と連通するように配
置する。この密封状態の側部からその開口端部11を突
出させて袋状の遮水シート1を構成する。Further, between the two sheet materials 5, as shown in FIG.
A synthetic resin such as a vinyl chloride material as shown in Fig. 1 and one end made of a flexible material such as rubber are closed, and a plurality of through holes 7 are formed in the periphery.
A plurality of pipes 8 provided with are arranged at predetermined intervals, and the pipes 8 are arranged in a plurality of blocks 91, 92, 93 ... 9n.
And each pipe 8 for each block is connected to an injection / exhaust pipe 10 so as to communicate with the outside. The bag-shaped water impermeable sheet 1 is constructed by projecting the opening end 11 from the side portion in the sealed state.
【0013】なお、上記各注入・排気用パイプ10はす
べて遮水シート1の一側に開口端部11がくるように配
置しておくと後の注入や排気等の作業性がよい。また、
上記各シート材は、工場生産が可能な一枚の大きさをそ
のまま使用してもよく、また、継ぎ合わせて一枚にした
シート材でもよい。12は必要に応じて設けた保護層で
あり、敷設面と接触する面に天然繊維、合成繊維、金属
繊維等の各種繊維もしくはその組み合わせによる織布も
しくは不織布からなる。If all of the above-mentioned injection / exhaust pipes 10 are arranged so that the opening end 11 is located on one side of the water-blocking sheet 1, the workability of injection and exhaust afterwards is good. Also,
Each of the above-mentioned sheet materials may be used in the size of one sheet that can be produced in a factory as it is, or may be a sheet material that is spliced into one sheet. Reference numeral 12 denotes a protective layer which is provided as needed, and is made of a woven or non-woven fabric made of various fibers such as natural fibers, synthetic fibers, metal fibers, or a combination thereof on the surface that comes into contact with the laying surface.
【0014】以上の構成による遮水シート1を、敷設個
所の海面上に保護層12を下にして延ばし、各注入・排
気用パイプ10から各ブロック91、92、93・・・
9nのパイプ8によって遮水シート1内に空気を入れる
ことにより展張する。そこで、各注入・排気用パイプ1
0からパイプ8によって各ブロックを同時もしくは順番
にシート材間内部の空気を抜くか、逆に各注入・排気用
パイプ10を介してパイプ8によって各ブロックに同時
もしくは順番に海水を注入して遮水シート1間に海水を
注入して遮水シート1の浮力を減少させて海中に沈めて
海底に敷設することができる。The water-blocking sheet 1 having the above-described structure is extended on the sea surface of the laying site with the protective layer 12 facing down, and the blocks 91, 92, 93 ...
Air is introduced into the water-permeable sheet 1 by a 9-n pipe 8 to expand the sheet. Therefore, each injection / exhaust pipe 1
From 0 to the pipe 8, the air inside the sheet material is evacuated simultaneously or sequentially to the blocks, or conversely, seawater is injected into the blocks simultaneously or sequentially to the blocks via the injection / exhaust pipes 10 to shield the blocks. It is possible to inject seawater between the water sheets 1 to reduce the buoyancy of the water-blocking sheet 1, sink it into the sea, and lay it on the seabed.
【0015】なお、上記構成において、遮水シート1内
にスペーサ6を介在させた場合には、上記工程において
最初の遮水シート1内への空気を注入する工程をしなく
ても遮水シート1を延ばすことによってスペーサ6が遮
水シート1内の空間を形成して遮水シート1を拡げるこ
とができる。また、上記工程において、空気を注入をす
る場合は、遮水シート1の確実な展張を期するために、
手前のブロックから順次行うのが好ましい。また、吸引
および海水の注入は、遮水シート1を所定個所にしわを
よらせることなく均一に敷設するために手前のブロック
から順次行うとよい。In the above structure, when the spacer 6 is interposed in the water-impervious sheet 1, the water-impervious sheet does not have to be the first step of injecting air into the water-impervious sheet 1 in the above step. By extending 1, the spacer 6 forms a space in the water-blocking sheet 1 and the water-blocking sheet 1 can be expanded. In addition, in the above process, when injecting air, in order to ensure reliable expansion of the water-blocking sheet 1,
It is preferable to carry out sequentially from the block in front. Further, the suction and the injection of seawater may be sequentially performed from the front block in order to uniformly lay the water-blocking sheet 1 at a predetermined location without wrinkling.
【0016】このようにして敷設した遮水シート1は、
隣接する遮水シート1をその隣接する端部同志を図3に
示す如く、重ねたり、図4に示す如く当接させるか隙間
あけるかして対向配置した状態にしておく。そこで、上
記同様に海上から直接もしくは管を介してその端部同志
を覆うように目地2に向けてアスファルト3を流し込む
ことによって上記した図3、図4に示す如く、隣接する
遮水シート1の端部同志をアスファルト3によって接合
する。このようにして順次、敷設した遮水シート1を接
合して敷設個所を水密構造とすることができる。The water shield sheet 1 laid in this way is
Adjacent water-blocking sheets 1 are placed opposite to each other by overlapping their adjacent ends as shown in FIG. 3 or by abutting or leaving a gap as shown in FIG. Therefore, as described above, by pouring the asphalt 3 toward the joint 2 directly from the sea or through the pipe so as to cover the end portions thereof, as shown in FIGS. Join the end comrades with asphalt 3. In this way, the laid water-impervious sheets 1 can be sequentially joined to form a watertight structure at the laid portion.
【0017】このように目地をアスファルトによって接
合するために、二重に重ねた接続端部は一方のシート材
の端部をフランジ状に突出させておくとよく、また、こ
の部分だけをアスファルト系として構成してもよい。第
3実施の形態例本実施の形態例は、二重構造としたもの
であり、図9に示す如く、アスファルト系のシート材1
3を2枚重ねて密封して袋状の補強シート14を構成す
る。In order to join the joints with asphalt as described above, it is advisable that the connecting end portions of the double layers are formed by projecting one end portion of one sheet material into a flange shape, and only this portion is asphalt-based. May be configured as. Third Embodiment Example This embodiment example has a double structure, and as shown in FIG. 9, an asphalt-based sheet material 1
Two sheets 3 are stacked and sealed to form a bag-shaped reinforcing sheet 14.
【0018】この補強シート14内に、ゴム材、塩化ビ
ニール材、熱可塑性エラストマー系材、アスファルト系
材等のシート材15を2枚重ねて密封した袋状の内シー
ト16を内在させ、その内シート16内に必要に応じて
上記第2実施の形態例同様に図7に示すようなポリエチ
レン等の合成樹脂製、ゴム製、金属製等その他任意の材
料によるメッシュ構造等のフレキシブルな任意状態のス
ペーサ6を封入しておく。Inside the reinforcing sheet 14, a bag-shaped inner sheet 16 in which two sheet materials 15 such as a rubber material, a vinyl chloride material, a thermoplastic elastomer-based material, and an asphalt-based material are stacked and sealed is internally provided. In the sheet 16, if necessary, in a flexible arbitrary state such as a mesh structure made of a synthetic resin such as polyethylene as shown in FIG. 7, rubber, metal or any other material as in the case of the second embodiment. The spacer 6 is enclosed.
【0019】このようにした内シート16内に、図8に
示すような塩化ビニール材等の合成樹脂、ゴム等の可撓
性材料からなる一端部を閉止し、周囲に複数の通孔7を
設けたパイプ8を所定間隔に複数本配置し、それらのパ
イプ8を上記第2実施の形態例同様に複数のブロック9
1、92、93・・・9nに分割し、そのブロック毎の
各パイプ8をそれぞれ注入・排気用パイプ10に接続し
て外部と連通するように配置する。この内シート16の
密封状態の一側部からその開口端部11を突出させ、さ
らに補強シート14の密封状態の一側部からその開口端
部11を突出させて遮水シート1を構成する。この各注
入・排気用パイプ10もすべて遮水シート1の一側に開
口端部11がくるように配置しておくと後の注入や排気
等の作業性がよい。In the thus formed inner sheet 16, one end portion made of a synthetic resin such as vinyl chloride material or a flexible material such as rubber as shown in FIG. 8 is closed, and a plurality of through holes 7 are formed in the periphery. A plurality of the provided pipes 8 are arranged at a predetermined interval, and the pipes 8 are provided with a plurality of blocks 9 as in the second embodiment.
9n, and each pipe 8 for each block is connected to an injection / exhaust pipe 10 and arranged so as to communicate with the outside. The opening end 11 is projected from one side of the inner sheet 16 in a sealed state, and the opening end 11 is further projected from one side of the reinforcing sheet 14 in a sealed state to form the water-impervious sheet 1. If all of the injection / exhaust pipes 10 are arranged so that the opening end 11 is located on one side of the water shield sheet 1, the workability of injection and exhaust afterwards is good.
【0020】17はこの補強シート14と内シート16
との間に必要に応じて封入した膨潤材であり、例えばベ
ントナイトや水膨潤性ポリマ等の水を吸収すると固化あ
るいは膨潤する材料である。12は必要に応じて設けた
保護層であり、遮水シート1の敷設面と接触する面に天
然繊維、合成繊維、金属繊維等の各種繊維もしくはその
組み合わせによる織布もしくは不織布からなる。Reference numeral 17 denotes the reinforcing sheet 14 and the inner sheet 16
It is a swelling material that is enclosed between the and if necessary, and is a material that solidifies or swells when absorbing water, such as bentonite or a water-swellable polymer. Reference numeral 12 is a protective layer provided as necessary, and is made of a woven or non-woven fabric made of various fibers such as natural fibers, synthetic fibers, metal fibers, or a combination thereof on the surface that comes into contact with the laid surface of the water shield sheet 1.
【0021】以上の構成による遮水シート1は、上記実
施の形態例と同様に、敷設個所の海面上に保護層12を
下にして延ばし、各注入・排気用パイプ10ら各ブロッ
ク91、92、93・・・9nのパイプ8によって内シ
ート15内に空気を入れることにより展張する。そこ
で、各注入・排気用パイプ10からパイプ8によって各
ブロックを同時もしくは順番にシート材間内部の空気を
抜くか、逆に各注入・排気用パイプ10を介してパイプ
8によって各ブロックに同時もしくは順番に海水を注入
して内シート16間に海水を注入して遮水シート1の浮
力を減少させて海中に沈めて敷設することができる。The water-blocking sheet 1 having the above-described structure extends in the same manner as in the above-mentioned embodiment, with the protective layer 12 down on the sea surface of the laying place, and each of the injection / exhaust pipes 10 and the blocks 91, 92. , 93 ... 9n, the pipe 8 is expanded by introducing air into the inner sheet 15. Therefore, the air is removed from each of the blocks from the injection / exhaust pipes 10 at the same time or in order by the pipe 8, or conversely, the blocks are simultaneously exhausted to the blocks by the pipe 8 via the injection / exhaust pipes 10. The seawater can be sequentially injected to inject the seawater between the inner sheets 16 to reduce the buoyancy of the water-impervious sheet 1 so that the water-impermeable sheet 1 can be sunk in the sea and laid.
【0022】なお、上記構成において、内シート16内
にスペーサ6を介在させた場合には、上記工程において
最初の内シート16内への空気を注入する工程をしなく
ても遮水シート1を延ばすことによってスペーサ6が内
シート16内の空間を形成して遮水シート1を拡げるこ
とができる。このようにして敷設する遮水シート1は、
隣接する遮水シート1をその隣接する端部同志を図3に
示す如く、重ねたり、図4に示す如く当接させるか隙間
あけるかして対向配置した状態にしておく。In the above structure, when the spacer 6 is interposed in the inner sheet 16, the water impervious sheet 1 can be obtained without the first step of injecting air into the inner sheet 16 in the above step. By extending, the spacer 6 forms a space in the inner sheet 16 and the water-blocking sheet 1 can be expanded. The impermeable sheet 1 laid in this way is
Adjacent water-blocking sheets 1 are placed opposite to each other by overlapping their adjacent ends as shown in FIG. 3 or by abutting or leaving a gap as shown in FIG.
【0023】そこで、海上から直接もしくは管を介して
その端部同志を覆うように目地2に向けてアスファルト
3を流し込むことによって上記した図3、図4に示す如
く、隣接する遮水シート1の端部同志をアスファルト3
によって接合する。このようにして順次、敷設した遮水
シート1を接合して敷設個所を水密構造とすることがで
きる。Therefore, as shown in FIGS. 3 and 4, the asphalt 3 is poured from the sea directly or through a pipe toward the joint 2 so as to cover the ends of the adjacent water-impervious sheets 1. Asphalt 3 with end comrades
Join by. In this way, the laid water-impervious sheets 1 can be sequentially joined to form a watertight structure at the laid portion.
【0024】このような構成によると、膨潤材17を封
入した場合、補強シート14が破損した場合、浸入して
きた水によってこの膨潤材17が固化あるいは膨潤して
破損個所を補修する補修材として作用することができ、
自動補修が可能となる。したがって、この膨潤材17は
水によってシート材を補修する補修作用のある材料でる
とよい。According to this structure, when the swelling material 17 is enclosed, or when the reinforcing sheet 14 is damaged, the swelling material 17 is solidified or swelled by the infiltrated water and acts as a repair material for repairing the damaged portion. You can
Automatic repair is possible. Therefore, the swelling material 17 may be a material having a repairing function of repairing the sheet material with water.
【0025】なお、上記構成において、遮水シートの全
面をアスファルト系で構成することなく接合端部付近だ
けをアスファルト系としてもよい。In the above structure, the entire surface of the water-impervious sheet may be made asphalt-based only in the vicinity of the joint end without being made of asphalt-based.
【0026】[0026]
【発明の効果】以上詳細に説明した本発明によると、遮
水シートをアスファルト系のシート材で構成することに
より、遮水シートを海底に沈降設置した後に隣接する遮
水シート同志をアスファルトで接合することができ、海
上で遮水シートを接続して広大な遮水シートに形成した
後に沈降設置するという非常に困難な作業の必要がなく
なる効果を有する。According to the present invention described in detail above, by constructing the impermeable sheet with an asphalt sheet material, the impermeable sheets adjacent to each other are joined by asphalt after the impermeable sheet is settled on the seabed. Therefore, it is possible to eliminate the need for the extremely difficult work of connecting the water-impervious sheets on the sea to form a vast water-impervious sheet and then setting it down.
【0027】また、遮水シートを袋状に形成することに
より、遮水シート内の空気を抜いたり、水を注入したり
することができ、大きな遮水シートを水面上で容易に拡
げることができ、また、その拡げた遮水シートを容易か
つ正確に所定の位置に沈降敷設させることができる効果
を有する。さらに、遮水シート内に複数の通孔を設けた
パイプを配置することにより、遮水シート内の空気を均
一に吸引し、水を注入できることになり、遮水シート内
に空気が残留しにくく沈降敷設の作業効率が向上する効
果を有する。Further, by forming the water-impervious sheet in the shape of a bag, the air in the water-impermeable sheet can be removed or water can be injected, and a large water-impervious sheet can be easily spread on the water surface. In addition, there is an effect that the expanded water-blocking sheet can be laid down at a predetermined position easily and accurately. Furthermore, by arranging a pipe with a plurality of through holes in the water-impervious sheet, the air in the water-impermeable sheet can be evenly sucked and the water can be injected, so that the air does not easily remain in the water-impervious sheet. It has the effect of improving the work efficiency of sedimentation laying.
【図1】第1実施の形態例の敷設工程を示す説明図FIG. 1 is an explanatory diagram showing a laying process according to a first embodiment.
【図2】アスファルトを流し込む状態の説明図FIG. 2 is an explanatory view of a state in which asphalt is poured.
【図3】接合状態の説明図FIG. 3 is an explanatory view of a joined state
【図4】接合状態の説明図FIG. 4 is an explanatory diagram of a joined state
【図5】第2実施の形態例の遮水シートの平面図FIG. 5 is a plan view of an impermeable sheet according to a second embodiment.
【図6】断面拡大部分説明図FIG. 6 is an enlarged cross-sectional explanatory view
【図7】スペーサの説明図FIG. 7 is an explanatory diagram of a spacer
【図8】パイプの説明図FIG. 8 is an explanatory diagram of a pipe
【図9】第3実施の形態例の遮水シートの断面拡大部分
説明図FIG. 9 is an enlarged cross-sectional explanatory view of the water-blocking sheet according to the third embodiment.
【図10】従来例の説明図FIG. 10 is an explanatory diagram of a conventional example.
1 遮水シート 2 目地 3 アスファルト 4 保護層 5 シート材 6 スペーサ 7 通孔 8 パイプ 91、92、93・・・9n ブロック 10 注入・排気用パイプ 11 開口端部 12 保護層 13 シート材 14 補強シート 15 シート材 16 内シート 17 膨潤材 1 Impermeable sheet 2 joints 3 asphalt 4 protective layer 5 sheet materials 6 spacers 7 through holes 8 pipes 91, 92, 93 ... 9n blocks 10 Injection and exhaust pipes 11 Open end 12 Protective layer 13 sheet materials 14 Reinforcement sheet 15 sheet materials 16 inner sheet 17 Swelling material
Claims (9)
系とした遮水シートを海底に沈降設置した後に隣接する
遮水シート同志をアスファルトで接合することを特徴と
する遮水シートの接合方法。1. A method of joining water-impervious sheets, characterized in that at least the asphalt-based water-impervious sheet at least near the joining end is set down on the seabed and then adjacent water-impervious sheets are joined by asphalt.
から直接隣接する遮水シートの目地を覆うように流し込
むことを特徴とする遮水シートの接合方法。2. The method for joining water-blocking sheets according to claim 1, wherein asphalt is poured from the sea so as to cover the joints of the water-blocking sheets directly adjacent to each other.
介して隣接する遮水シートの目地を覆うように流し込む
ことを特徴とする遮水シートの接合方法。3. The method for joining water-impermeable sheets according to claim 1, wherein asphalt is poured through a pipe so as to cover the joints of the adjacent water-impermeable sheets.
の端部を重ねて目地とすることを特徴とする遮水シート
の接合方法。4. The method of joining water-impermeable sheets according to claim 1, wherein the ends of the adjacent water-impermeable sheets are overlapped to form joints.
の端部を当接させるか隙間をあけるかして対向配置して
目地とすることを特徴とする遮水シートの接合方法。5. The method of joining water-impermeable sheets according to claim 1, wherein the water-impermeable sheets are jointly arranged so as to face each other by abutting the ends of the adjacent water-impermeable sheets or by leaving a gap therebetween.
布してアスファルト系のシート材としたことを特徴とす
る請求項1に使用する遮水シート。6. The waterproof sheet according to claim 1, wherein the cloth-like body is impregnated with or coated with asphalt to form an asphalt-based sheet material.
の遮水シート内に、周囲に複数の通孔を設けたパイプを
所定間隔に複数本配置し、それらのパイプを複数のブロ
ックに分割し、そのブロック毎の各パイプをそれぞれ注
入・排気用パイプに接続して外部と連通するようにした
ことを特徴とする請求項1に使用する遮水シート。7. A bag-shaped water impermeable sheet in which an asphalt-based sheet material is hermetically sealed, and a plurality of pipes having a plurality of through holes in the periphery thereof are arranged at predetermined intervals, and the pipes are divided into a plurality of blocks. The water impervious sheet according to claim 1, wherein each pipe of each block is connected to an injection / exhaust pipe to communicate with the outside.
補強シート内に袋状の内シートを納めて二重構造とした
ことを特徴とする請求項1に使用する遮水シート。8. The waterproof sheet according to claim 1, wherein the waterproof sheet has a double structure in which a bag-shaped inner sheet is housed in a bag-shaped reinforcing sheet.
ートの間に膨潤材を封入したことを特徴とする請求項1
に使用する遮水シート。9. The swelling material according to claim 7, wherein a swelling material is enclosed between the protective sheet and the inner sheet.
Impermeable sheet used for.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001224285A JP5437545B2 (en) | 2001-07-25 | 2001-07-25 | Sealing method of water shielding sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001224285A JP5437545B2 (en) | 2001-07-25 | 2001-07-25 | Sealing method of water shielding sheet |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003033745A true JP2003033745A (en) | 2003-02-04 |
JP5437545B2 JP5437545B2 (en) | 2014-03-12 |
Family
ID=19057479
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001224285A Expired - Fee Related JP5437545B2 (en) | 2001-07-25 | 2001-07-25 | Sealing method of water shielding sheet |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP5437545B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007206685A (en) * | 2006-01-06 | 2007-08-16 | Mitsubishi Chemicals Corp | Electrophotographic photosensitive member, electrophotographic photosensitive member cartridge, and image forming apparatus |
JP7490491B2 (en) | 2020-08-03 | 2024-05-27 | 太陽工業株式会社 | Underwater joint structure for waterproof sheets |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62129408A (en) * | 1985-11-29 | 1987-06-11 | Nippon Kaijo Koji Kk | Jointing method for asphalt mat |
JPH0663525A (en) * | 1992-08-17 | 1994-03-08 | Ohbayashi Corp | Water barrier sheet and detecting method of damaged part of water barrier sheet |
JPH07214026A (en) * | 1994-01-28 | 1995-08-15 | Mitsuboshi Belting Ltd | Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method |
JP2001011837A (en) * | 1999-06-30 | 2001-01-16 | World Engineering Kk | Connection method for membranous material for water cutoff |
JP2002059108A (en) * | 2000-08-23 | 2002-02-26 | Nippon Kaijo Koji Kk | Method of underwater seepage control work using asphalt mat |
-
2001
- 2001-07-25 JP JP2001224285A patent/JP5437545B2/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62129408A (en) * | 1985-11-29 | 1987-06-11 | Nippon Kaijo Koji Kk | Jointing method for asphalt mat |
JPH0663525A (en) * | 1992-08-17 | 1994-03-08 | Ohbayashi Corp | Water barrier sheet and detecting method of damaged part of water barrier sheet |
JPH07214026A (en) * | 1994-01-28 | 1995-08-15 | Mitsuboshi Belting Ltd | Detecting and recovering body used for detecting and recovering water leak and water leak detecting and recovering method |
JP2001011837A (en) * | 1999-06-30 | 2001-01-16 | World Engineering Kk | Connection method for membranous material for water cutoff |
JP2002059108A (en) * | 2000-08-23 | 2002-02-26 | Nippon Kaijo Koji Kk | Method of underwater seepage control work using asphalt mat |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007206685A (en) * | 2006-01-06 | 2007-08-16 | Mitsubishi Chemicals Corp | Electrophotographic photosensitive member, electrophotographic photosensitive member cartridge, and image forming apparatus |
JP7490491B2 (en) | 2020-08-03 | 2024-05-27 | 太陽工業株式会社 | Underwater joint structure for waterproof sheets |
Also Published As
Publication number | Publication date |
---|---|
JP5437545B2 (en) | 2014-03-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH052049B2 (en) | ||
KR100978890B1 (en) | Opposite waterproof method using self-adhesion type composite sheet | |
CN112081143B (en) | Anti-seepage construction method for preventing and draining combination of top plate deformation joints | |
JP7564685B2 (en) | Water-impermeable structure of seawall at marine disposal site | |
TW200416329A (en) | Steel wall and the manufacture method thereof | |
JP3578447B2 (en) | Underwater impermeable construction method of asphalt mat | |
JP2003033745A (en) | Connection method for water barrier sheet and water barrier sheet used for it | |
CN106677821A (en) | Assembly type tunnel lining back circumferential drainage structure and implementation method thereof | |
JP2001212538A (en) | Water barrier sheet laying structure and method for laying water barrier sheet | |
KR20050017815A (en) | Construction and design method about center wall of two arch tunnel excavation method | |
JP2008144412A (en) | Rainwater reservoir tank and method of constructing rainwater reservoir tank | |
JP2004261721A (en) | Impervious construction method and structure of the structure of the final disposal site for covered waste | |
JP2002126680A (en) | Collection/drain pipe for leachate, laying structure of waste disposal plant using the same, and laying method of leachate collection/drain pipe of waste disposal plant | |
RU2598635C2 (en) | Method for sealing of joints of lining of channels and reservoirs with bentonitic cord | |
CN114263215A (en) | Construction method for building waterproof structure at storey-adding joint of subway station by combining open excavation and underground excavation | |
KR20000072175A (en) | Waterproof sheet for tunnel waterproofing | |
KR200236381Y1 (en) | Waterproof sheet for tunnel waterproofing | |
JPH09184159A (en) | Drainage panel for underground wall, and internal drainage structure for underground wall | |
JP4855601B2 (en) | Impermeable sheet and its laying method | |
JP3916737B2 (en) | Backfill surface drainage material | |
JP3525122B2 (en) | How to repair a seepage control sheet in water | |
JP2007247309A (en) | Construction method of seepage control processing layer | |
JP2728614B2 (en) | Waste disposal site | |
JP2003034918A (en) | Water impermeable sheet, method of detecting damaged area and repair method | |
JP2985596B2 (en) | Method and apparatus for detecting a defective portion at a joint of a water impermeable sheet |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20080717 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20100128 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20101214 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20110210 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20111227 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20120224 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20121113 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20131018 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20131212 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 Ref document number: 5437545 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |