JPH03147919A - Texture for spraying impervious sheet execution method and spraying impervious sheet execution method by field execution - Google Patents
Texture for spraying impervious sheet execution method and spraying impervious sheet execution method by field executionInfo
- Publication number
- JPH03147919A JPH03147919A JP1287356A JP28735689A JPH03147919A JP H03147919 A JPH03147919 A JP H03147919A JP 1287356 A JP1287356 A JP 1287356A JP 28735689 A JP28735689 A JP 28735689A JP H03147919 A JPH03147919 A JP H03147919A
- Authority
- JP
- Japan
- Prior art keywords
- woven fabric
- knitted
- spraying
- water
- construction method
- 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
- 238000005507 spraying Methods 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title description 8
- 239000000463 material Substances 0.000 claims abstract description 21
- 239000010426 asphalt Substances 0.000 claims abstract description 11
- 239000000839 emulsion Substances 0.000 claims abstract description 11
- 230000005484 gravity Effects 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 31
- 239000002759 woven fabric Substances 0.000 claims description 30
- 239000004744 fabric Substances 0.000 claims description 10
- 239000012466 permeate Substances 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000002689 soil Substances 0.000 abstract 1
- 239000004745 nonwoven fabric Substances 0.000 description 5
- 239000002699 waste material Substances 0.000 description 5
- 238000009940 knitting Methods 0.000 description 4
- 230000035699 permeability Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- LYWVNPSVLAFTFX-UHFFFAOYSA-N 4-methylbenzenesulfonate;morpholin-4-ium Chemical compound C1COCCN1.CC1=CC=C(S(O)(=O)=O)C=C1 LYWVNPSVLAFTFX-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000037303 wrinkles Effects 0.000 description 2
- 229920002334 Spandex Polymers 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000004759 spandex Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、廃棄物処分場・貯水池・水路など遮水に用い
られる遣水シート工法に関し、特に、現場施工により遮
水性を確保する遮水シートの施工方法および同工法用の
織布に関する。Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a water-shedding sheet construction method used for water-shielding waste disposal sites, reservoirs, waterways, etc. In particular, the present invention relates to a water-shielding sheet construction method used for water-shielding waste disposal sites, reservoirs, waterways, etc. The present invention relates to a construction method and a woven fabric for the construction method.
(従来の技術)
従来、廃棄物処理場・貯水池・水路などの遮水を目的と
する工法には、工場サイドで形成された遮水シートを現
場で敷設して継手処理を行う方法と、現場に敷設された
シートにセメント系の防水材料を吹付ける方法とが用い
られていた。(Conventional technology) Conventionally, construction methods for the purpose of blocking water in waste treatment plants, reservoirs, waterways, etc. include a method in which a water-blocking sheet formed on the factory side is laid on site and joint treatment is performed, and A method was used in which a cement-based waterproofing material was sprayed onto a sheet that had been laid down.
しかし、前者の方法は、継手処理に接着ないしは溶着が
採用されており、この部分が弱点となって、漏水が起こ
ることが多く、また、シートの敷設に当たっては地表面
の整形を要するとともに、地表面に密着することがなく
、運搬・継手処理などに多くの時間と労力を要するなど
の問題があった。However, the former method uses adhesive or welding for joint processing, which often becomes a weak point and causes water leakage.Additionally, when laying the sheet, it is necessary to shape the ground surface, and the There were problems in that it did not adhere to the surface and required a lot of time and effort for transportation and joint processing.
一方、後者の方法では、現場施工により遮水性を確保す
るので、前者の方法に比べて施工性は良好となるが、防
水材料の引張り強度が低いので、遮水性を長時間維持す
る上で問題があった。On the other hand, in the latter method, the water-blocking property is ensured through on-site construction, so the workability is better compared to the former method, but since the tensile strength of the waterproof material is low, there are problems in maintaining the water-blocking property for a long time. was there.
そこで、このような問題を解決するため、特公昭昭51
−46983号公報のように、地表面に不織糸を敷設し
た後に、種々の材料を不織布の全面に吹付けて、防水層
を形成する工法が提案されている。Therefore, in order to solve such problems, the special public
As in Japanese Patent No. 46983, a construction method has been proposed in which a nonwoven thread is laid on the ground surface and then various materials are sprayed onto the entire surface of the nonwoven fabric to form a waterproof layer.
しかしながら、上記公報のような不織布を用いた工法に
は、以下に説明する技術的な課題があった。However, the construction method using nonwoven fabric as disclosed in the above-mentioned publication has the following technical problems.
(発明が解決しようとする課題)
すなわち、前記の不織布を用いた工法では、引張り強度
が低いため、シート上を人が歩行した場合に破損の危険
性があり、不織布の伸び率が小さいため、地表面の凹凸
が大きい場合敷設作業が困難となりまた、敷設時にしわ
が生じ、その部分が地表面にフィツトせず上から荷重が
かかった場合などに破損する危険性があり、また、均一
な継手幅が確保できないなどの問題があった。(Problems to be Solved by the Invention) In other words, in the construction method using the nonwoven fabric, there is a risk of breakage when a person walks on the sheet due to its low tensile strength, and the elongation rate of the nonwoven fabric is low. If the ground surface has large irregularities, the installation work will be difficult, and wrinkles may occur during installation, and there is a risk of damage if the part does not fit the ground surface and a load is applied from above. There were problems such as not being able to secure the width.
本発明は、このような従来の問題点に鑑みてなされたも
のであり、その目的とするところは、引張り強度・伸び
率が高く、凹凸の大きい地表面でも良くフィツトして、
均一な継手幅が確保できる吹付は遮水シート工法用織布
および現場施工による吹付は遮水シート工法を提供する
ことにある。The present invention was made in view of these conventional problems, and its purpose is to provide a material that has high tensile strength and elongation, and that fits well even on highly uneven ground surfaces.
Our objective is to provide a woven fabric for water-shielding sheet construction method for spraying that can ensure a uniform joint width, and a water-shielding sheet construction method for on-site spraying.
(課題を解決するための手段)
上記目的を達成するために、本発明は、吹付は遮水シー
ト工法用織布として、横編地で、縦横それぞれ1 kg
の荷重で10%以上伸長する低荷重伸長性を備え、厚み
が0.51以上で、且つ、かさ比重が0. 01 g/
cj 〜0. 2 g/cm2の範囲内の大きさを有す
ることを特徴とする。(Means for Solving the Problems) In order to achieve the above object, the present invention provides spraying as a woven fabric for water-blocking sheet construction method, a flat knitted fabric with a weight of 1 kg in each length and width.
It has low-load extensibility, elongates by 10% or more under a load of 0.51% or more, has a thickness of 0.51% or more, and has a bulk specific gravity of 0.51% or more. 01 g/
cj ~0. It is characterized by having a size within the range of 2 g/cm2.
また、現場施工による吹付は遮水シート工法として、地
表面上に低荷重伸長性を有する織布の継手部が部分的に
相互に重合するように敷設した後、ゴムアスファルトエ
マルジョンなどの浸透性材料を前記織布の全面に吹付け
ることを特徴とする。In addition, on-site spraying is a water-blocking sheet construction method in which the joints of woven fabric with low load elongation are laid on the ground surface so that they partially overlap each other, and then a permeable material such as rubber asphalt emulsion is used. is characterized in that it is sprayed onto the entire surface of the woven fabric.
本発明の織布の横編地とは、同一系が多数本の針にかか
る構造であり、このような編地では、編針で作られたル
ープが縦横方向に連続し、編地に引張張力がかかったと
き、ループが変形して、伸縮し易くなる構造となり、横
編機あるいは丸編機で編成される。The flat knitted fabric of the woven fabric of the present invention has a structure in which the same system is applied to a large number of needles. When stretched, the loops deform, creating a structure that allows them to expand and contract easily, and is knitted using a flat knitting machine or circular knitting machine.
また、tJ&s地も吹付は遮水シート工法に用いる場合
には、厚みを確保するためにダブルニットが望ましい。In addition, when spraying tJ&s fabric and using it in the water-blocking sheet construction method, double knit is preferable to ensure thickness.
このような横編地の編成組織は限定されるものではない
が、例えば、丸編機では、ダイセル、シリンダーの両方
の針に同一の糸が供給され編成すされるため、あたかも
ダイセル、シリンダーの夫々で編まれた編地が2枚結節
されたような厚みと風合い得られ好ましい。The knitting structure of such a flat knitted fabric is not limited, but for example, in a circular knitting machine, the same yarn is supplied to both the needles of the Daicel and the cylinder, so it is as if the needles of the Daicel and the cylinder are knitted. This is preferable because it gives the thickness and texture of two knitted fabrics knotted together.
本発明の織布では、縦横それぞれ1kgの荷重で10%
以上伸長する低荷重伸長性を備える必要があり、伸長が
10%以下では、地表面に敷設した後に、例えば、ビン
打ちをしても地表面の凹凸にフィツトせず、凹部でlテ
上がることになる。The woven fabric of the present invention has a load of 1 kg in both the vertical and horizontal directions.
It is necessary to have low-load extensibility that allows the product to elongate more than 10%. If the elongation is less than 10%, it will not fit into the unevenness of the ground surface even if it is hammered after being laid on the ground surface, and it will not rise up in the depressions. become.
一方、低荷重伸長性も例えば、1kgで300%以上も
伸長すると、浸透性材料を吹付は含浸させると、その自
重でダしてしまい、防水層の機能が低下するので、その
上限はこの程度が望ましい。On the other hand, for low load elongation, for example, if 1 kg is elongated by more than 300%, if the permeable material is sprayed and impregnated, it will collapse under its own weight and the function of the waterproof layer will deteriorate, so the upper limit is about this level. is desirable.
横編地で10%以上の低荷重伸長性を得るためには、織
布を構成する糸はとくに限定されないが、例えば、糸自
身が500〜600%伸縮するスパンデックス糸や、3
00〜400%伸縮する未延伸糸等ももちろん使用でき
るが、カサ高性とゴムアスファルトエマルジョンの浸透
性からマルチフィラメントの仮撚加工糸が望ましい。In order to obtain a low-load elongation of 10% or more in a flat knitted fabric, the yarns constituting the woven fabric are not particularly limited, but examples include spandex yarn that stretches 500 to 600%;
Of course, undrawn yarns that stretch 00 to 400% can also be used, but multifilament false twisted yarns are preferred from the standpoint of bulk and permeability of the rubber asphalt emulsion.
上記織乍の厚みは、工場サイドで0.5m+s以上なら
ば自由に調整できるが、2〜4ffi11の範囲が好ま
しく、この範囲内の厚みであれば、浸透性材料を含浸さ
せると、その強度クツション性などが十分に確保される
とともに、それ以上は過剰品質になる。The thickness of the above-mentioned weave can be freely adjusted at the factory side as long as it is 0.5 m+s or more, but it is preferably in the range of 2 to 4 ffi11.If the thickness is within this range, the strength of the cushion will increase when impregnated with a permeable material. If the quality is sufficient, anything beyond that will result in excessive quality.
本発明工法で使用する吹付は用の浸透性材料は、ゴムア
スファルトエマルジョン以外でも、浸透性・伸縮性・耐
奴性を有するものであれば良い。The permeable material for spraying used in the construction method of the present invention may be any material other than rubber asphalt emulsion as long as it has permeability, elasticity, and abrasion resistance.
上記浸透性材?−′1の吹付けは、例えば法面などでは
、目串などで上記織布の継手部を仮固定して行うことが
望ましい。The above permeable material? It is desirable that the spraying of -'1 be carried out, for example, on a slope, by temporarily fixing the joint portion of the woven fabric using a skewer or the like.
また、浸透性材料を幾らか過剰に吹付け、織布を通過し
た材料が地表面に浸透するようにしても良い。The permeable material may also be sprayed in some excess so that the material that passes through the fabric permeates the ground surface.
(作 用)
本発明の織布は、低荷重伸長性を何するため、凹凸の大
きい地表面でも良くフィツトし、しわを生ずることがな
く、均一な継手幅を確保することができる。(Function) The woven fabric of the present invention has low load extensibility, so it fits well even on highly uneven ground surfaces, does not wrinkle, and can ensure a uniform joint width.
また、上:c!織布は、従来の不織布に比べて引張り強
度と伸び率がかなり大きいため、シート上を人が歩行し
ても破損する危険性が冷めて少ない。Also, above: c! Woven fabrics have much greater tensile strength and elongation than conventional non-woven fabrics, so there is less risk of breakage when people walk on the sheet.
一方、本発明工法では、浸透性材料として、低粘度かつ
浸透性に優れている例えば、ゴムアスファルトエマルジ
ョンなどを使用すれば、織布が重合されている継手部で
も、双方の織布に充分浸透し、これにより継手部を強固
に一体化させて、均一な遮水性が確保される。On the other hand, in the construction method of the present invention, if a permeable material with low viscosity and excellent permeability, such as rubber asphalt emulsion, is used, it can sufficiently penetrate into both woven fabrics even at the joint where the woven fabrics are polymerized. However, this allows the joint to be firmly integrated, ensuring uniform water-blocking properties.
また、浸透性材料の吹付は量を調整して、通常よりも多
くすれば、浸透性材料は、織布を浸透した後、地表面に
浸透させることができ、このようにすれば、織布を地表
面に密着固定させられるので、垂直面やオーバーハング
部分のみならず、岩場の凹凸のある部分にも施工できる
。In addition, by adjusting the amount of spraying of the permeable material and increasing it more than usual, the permeable material can permeate the woven fabric and then permeate the ground surface. Since it can be fixed tightly to the ground surface, it can be installed not only on vertical surfaces and overhanging areas, but also on uneven areas of rocky areas.
さらにまた、使用している織布は、浸透性材料を均一に
受は入れるので、これを含浸させると均一な厚みの遮水
シートを形成することができる。Furthermore, since the woven fabric used uniformly accepts the permeable material, it is possible to form a water-blocking sheet of uniform thickness by impregnating it.
(実 施 例)
以下、この発明の好適な実施例について添付図面を参照
にして詳細に説明する。(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
第1図から第3図は、この発明にかかる現場施工による
吹付は遮水ンートエ法の一実施例を示している。FIGS. 1 to 3 show an embodiment of the on-site spraying and water-blocking method according to the present invention.
同図に示す遮水シート工法は、廃棄物処理場ないしは貯
水池にこの発明を適用した場合を例示している。The impermeable sheet construction method shown in the same figure exemplifies the case where the present invention is applied to a waste treatment plant or a reservoir.
施工では、まず、第1図に示すように、地盤を掘削して
四部10が形成され、この四部10の外周に溝12が掘
削され、掘削面は適宜整形される。In construction, first, as shown in FIG. 1, four sections 10 are formed by excavating the ground, a groove 12 is excavated around the outer periphery of this four section 10, and the excavated surface is shaped as appropriate.
次いで、凹部10の内面に織布14が敷設される。Next, the woven fabric 14 is laid on the inner surface of the recess 10.
ここで用いられる織布14は、本発明にかかるものであ
り、yI編地で、縦横それぞれ1 kgの荷重で109
6以上伸長する低荷重伸長性を備え、厚みが0,5關以
上で、且つ、かさ比重が0.01゜/ cd〜0−2g
/cdの範囲内の大きさを有している。The woven fabric 14 used here is the one according to the present invention, and is a yI knitted fabric, which has a resistance of 109 kg under a load of 1 kg in both the vertical and horizontal directions.
Equipped with low load extensibility to elongate 6 or more, thickness is 0.5 or more, and bulk specific gravity is 0.01゜/cd ~ 0-2g
It has a size within the range of /cd.
織布14は、第2図にその要部を示すように、端部同士
を部分的に相互に重合させ、継手部16を設けて敷設さ
れ、継手部16には目串18を止着して仮固定される。As shown in FIG. 2, the woven fabric 14 is laid with its ends partially overlapping each other and a joint 16 is provided, and a skewer 18 is fixed to the joint 16. It is temporarily fixed.
なお、目串18による仮固定は、四部10の底面では必
ずしも必要でなく、四部10の法面だけで用いるように
しても良い。Note that temporary fixing using the skewers 18 is not necessarily required on the bottom surfaces of the four parts 10, and may be used only on the slopes of the four parts 10.
織布14の仮固定が終了すると、織布14の全面にゴム
アスファルトエマルジョンAが吹付けられる。When the temporary fixation of the woven fabric 14 is completed, rubber asphalt emulsion A is sprayed onto the entire surface of the woven fabric 14.
この実施例では、ゴムアスファルトエマルジョンAは、
二連式比例配合ポンプ20にホース22を介して接続さ
れたノズル24から噴射して吹付けられる。In this example, rubber asphalt emulsion A is:
It is sprayed by injection from a nozzle 24 connected to a dual-proportional mixing pump 20 via a hose 22.
二連式比例配合ポンプ20には、主剤Bが収容された第
1のタンク26と、硬化剤Cが収容された第2のタンク
28がそれぞれ接続されている。A first tank 26 containing the base agent B and a second tank 28 containing the curing agent C are connected to the dual proportional mixing pump 20, respectively.
なお、この実施例では、主剤Bと硬化剤Cとを個別に作
成し、ポンプ20で混合して吹付ける場合を例示してい
るが、これを予め混合し、通常のポンプで吹付けるよう
にしても良い。In addition, in this example, the case where the base material B and the curing agent C are prepared separately and mixed and sprayed using the pump 20 is exemplified, but it is also possible to mix them in advance and spray them using a normal pump. It's okay.
ゴムアスファルトエマルジョンAの吹付けが終了すると
、織布14の端部を満12の中に折り曲げた後、溝12
内に±30を投入して埋め戻せば、工事が完了し、ゴム
アスファルトエマルジョンAが含浸された織布14上に
は廃棄物を投入したり、あるいは水が貯溜される。When the spraying of the rubber asphalt emulsion A is completed, the ends of the woven fabric 14 are folded into grooves 12.
If ±30 mm is thrown in and backfilled, the construction is completed, and waste is thrown in or water is stored on the woven fabric 14 impregnated with rubber asphalt emulsion A.
(発明の効果)
以上実施例で説明したように、本発明にかかる吹付は遮
水シート工法用織布および現場施工による吹付は遮水シ
ート工法によれば、以下の効果が得られる。(Effects of the Invention) As described above in the Examples, the following effects can be obtained by using the woven fabric for spraying water-blocking sheet construction method and the spraying water-blocking sheet construction method by on-site construction according to the present invention.
■遮水シート工法用織布は、横編地で、縦横それぞれ1
kgの荷重で10%以上伸長する低荷重伸長性を備えて
いるので、地表面の凹凸に対して極めて良くフィツトす
る。■The woven fabric for the water-blocking sheet construction method is a flat knitted fabric, with 1 piece in each length and width.
It has low-load extensibility that allows it to elongate by more than 10% under a load of kg, so it fits extremely well to uneven ground surfaces.
■現場吹付は作業のみで引張り強度・伸び率の大きい遮
水シートが簡単な継手処理で得られる。■With on-site spraying, a water-blocking sheet with high tensile strength and elongation can be obtained with simple joint processing.
■シート上を人が歩行しても破損の危険性が極めて少な
く、耐用年数が長い。■There is extremely little risk of damage even when people walk on the seat, and it has a long service life.
■吹付は量を調整して地表面まで浸透するようにすれば
、遮水シートが地表面に密着固定されるので、垂直面や
オーバーハング部分だけでなく、岩場の凹凸部分でも施
工でき、しわが生じない。■If you adjust the amount of spraying so that it penetrates to the ground surface, the water-shielding sheet will be tightly fixed to the ground surface, so it can be applied not only to vertical surfaces and overhanging areas, but also to uneven parts of rocky areas. I will not arise.
■均一な継手幅を確保することができる。■A uniform joint width can be ensured.
■均一な厚みの遮水シートが得られる。■A water-blocking sheet with uniform thickness can be obtained.
第1図から第3図は、本発明のかかる現場施工による吹
付は遮水シート工法の一実施例を工程順に示した施工説
明図である。
14・・・・・・・・・織布 16・・・・・
・・・・継手部24・・・・・・・・・ノズルFIGS. 1 to 3 are construction explanatory diagrams showing one embodiment of the on-site spraying and water-blocking sheet construction method of the present invention in the order of steps. 14・・・・・・・・・Woven fabric 16・・・・・・
...Joint part 24...Nozzle
Claims (4)
上伸長する低荷重伸長性を備え、厚みが0.5mm以上
で、且つ、かさ比重が0.01g/cm^2〜0.2g
/cm^2の範囲内の大きさを有することを特徴とする
吹付け遮水シート工法用織布。(1) A flat knitted fabric with low-load extensibility that allows it to elongate by 10% or more under a load of 1 kg in both length and width, a thickness of 0.5 mm or more, and a bulk specific gravity of 0.01 g/cm^2 to 0.2 g.
A woven fabric for sprayed water-blocking sheet construction, characterized by having a size within the range of /cm^2.
相互に重合するように敷設した後、ゴムアスファルトエ
マルジョンなどの浸透性材料を前記織布の全面に吹付け
ることを特徴とする現場施工による吹付け遮水シート工
法。(2) A low-load elongation woven fabric is laid on the ground surface so that the joints partially overlap each other, and then a permeable material such as rubber asphalt emulsion is sprayed over the entire surface of the woven fabric. This is a spray-on waterproof sheet construction method that is applied on-site.
前記地表面に浸透させることを特徴とする請求項2記載
の現場施工による吹付け遮水シート工法。(3) After the permeable material permeates the woven fabric,
3. The sprayed water-blocking sheet construction method by on-site construction according to claim 2, wherein the water-blocking sheet is infiltrated into the ground surface.
仮固定して行うことを特徴とする請求項2または3記載
の現場施工による吹付け遮水シート工法。(4) The sprayed waterproof sheet construction method by on-site construction according to claim 2 or 3, wherein the spraying of the permeable material is carried out by temporarily fixing the joint portion of the woven fabric.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1287356A JPH0786213B2 (en) | 1989-11-06 | 1989-11-06 | Knitted fabric for spraying impermeable sheet construction method and spraying impermeable sheet construction method by field construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1287356A JPH0786213B2 (en) | 1989-11-06 | 1989-11-06 | Knitted fabric for spraying impermeable sheet construction method and spraying impermeable sheet construction method by field construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03147919A true JPH03147919A (en) | 1991-06-24 |
JPH0786213B2 JPH0786213B2 (en) | 1995-09-20 |
Family
ID=17716309
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1287356A Expired - Lifetime JPH0786213B2 (en) | 1989-11-06 | 1989-11-06 | Knitted fabric for spraying impermeable sheet construction method and spraying impermeable sheet construction method by field construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0786213B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012506783A (en) * | 2008-10-27 | 2012-03-22 | ピアレス インダストリアル システムズ プロプライエタリー リミテッド | POLYMER FABRIC, ITS MANUFACTURING METHOD AND USING METHOD |
JP2021519859A (en) * | 2018-03-05 | 2021-08-12 | レルボーグン ピーティーワイ リミテッド | Methods and Compositions for Limiting Matrix Permeability to Limit Liquid and Gas Inflow |
-
1989
- 1989-11-06 JP JP1287356A patent/JPH0786213B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012506783A (en) * | 2008-10-27 | 2012-03-22 | ピアレス インダストリアル システムズ プロプライエタリー リミテッド | POLYMER FABRIC, ITS MANUFACTURING METHOD AND USING METHOD |
JP2021519859A (en) * | 2018-03-05 | 2021-08-12 | レルボーグン ピーティーワイ リミテッド | Methods and Compositions for Limiting Matrix Permeability to Limit Liquid and Gas Inflow |
Also Published As
Publication number | Publication date |
---|---|
JPH0786213B2 (en) | 1995-09-20 |
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