JP4096074B2 - Tarpaulin - Google Patents
Tarpaulin Download PDFInfo
- Publication number
- JP4096074B2 JP4096074B2 JP02671498A JP2671498A JP4096074B2 JP 4096074 B2 JP4096074 B2 JP 4096074B2 JP 02671498 A JP02671498 A JP 02671498A JP 2671498 A JP2671498 A JP 2671498A JP 4096074 B2 JP4096074 B2 JP 4096074B2
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- Prior art keywords
- waterproof
- nonwoven fabric
- dimensional network
- waterproof layer
- water
- Prior art date
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- 239000004745 nonwoven fabric Substances 0.000 claims description 34
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 21
- 229920003002 synthetic resin Polymers 0.000 description 13
- 239000000057 synthetic resin Substances 0.000 description 13
- 239000000463 material Substances 0.000 description 12
- 239000000839 emulsion Substances 0.000 description 10
- -1 conventionally Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- 239000004698 Polyethylene Substances 0.000 description 5
- 229920000573 polyethylene Polymers 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 150000004645 aluminates Chemical class 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 238000004078 waterproofing Methods 0.000 description 4
- 239000004743 Polypropylene Substances 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 229910010272 inorganic material Inorganic materials 0.000 description 3
- 239000011147 inorganic material Substances 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 229920001155 polypropylene Polymers 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000005038 ethylene vinyl acetate Substances 0.000 description 2
- 230000004927 fusion Effects 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 2
- 229920002647 polyamide Polymers 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910052723 transition metal Inorganic materials 0.000 description 2
- 150000003624 transition metals Chemical class 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 150000004679 hydroxides Chemical class 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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- Lining And Supports For Tunnels (AREA)
- Laminated Bodies (AREA)
Description
【0001】
【発明の属する技術分野】
この発明は、地上から削孔し、削孔部をセメント系材料、薬液、鋼材等を用いて固め形成した地下連続壁面、特に湧水のある地下連続壁面の表面に施工して、連続壁面からの湧水を立体網状体を伝わせて落下せしめるとともに、後打ちコンクリートとも密着性がよく、しかも後打ちコンクリート面への水の浸透をも防ぐことのできる防水シートに関するものである。
【0002】
【従来の技術】
湧水がある地下連続壁面においては、従来、止水処理とビニルパイプ等の併用によるか、連続壁面にポリエチレン等の合成樹脂シートまたは不織布を貼り付けて導水する方法や、立体網状体と防水シートを組み合わせた立体網状体付き防水シートを用いること(特開昭63−315800号公報、特開平1−111999号公報)などが実施されている。
【0003】
【発明が解決しようとする課題】
しかしながら、上記の止水処理とビニルパイプ等の併用による導水方法は、非常に手間がかかることが問題であり、ポリエチレン等の合成樹脂シートを貼り付ける方法は、合成樹脂シート上へ他材料、例えば防水材を塗工した場合、合成樹脂シートとの接着力が小さくて一体化が芳しくないという欠点があり、また不織布を貼り付けた場合には裏面に水が溜まりやすい欠点がある。さらに、立体網状体付き防水シートを用いる時は、シート間に継ぎ目ができ、このために防水層の連続性が損なわれるという欠点があった。
【0004】
この発明は、上記に鑑みて、地下連続壁面における湧水面への防水施工を可能にするとともに、後打ちコンクリート面との密着性もよく、しかも地下水のコンクリート面への浸透をも防ぐことのできる防水シートを提供することを目的とするものである。
【0005】
【課題を解決するための手段】
即ち、この発明の防水シートのうち請求項1に記載の発明は、多数の線状体を相互に交差させ、その交差点の少なくとも一部を相互に接着させてうねり状凹凸を形成した立体網状体を、不織布の一面側に貼合した不透水性フィルム層上に積層し、上記網状体の一部が不織布の一面側に貼合した不透水性フィルム層上に融着しているとともに、上記不織布の他面側に防水層を形成したものである。
【0006】
また、請求項2に記載の発明は、多数の線状体を相互に交差させ、その交差点の少なくとも一部を相互に接着させてうねり状凹凸を形成した立体網状体を、内部に不透水性フィルム層を介在した不織布の一面側に積層し、上記網状体の一部にて不織布に融着させるとともに上記不織布の他面側に防水層を形成したものである。
【0008】
そして、上記請求項1、2において、防水層は合成樹脂エマルジョンに水硬性無機材、骨材、あるいはさらに遷移金属水酸化物を配合した防水材を用いて形成するものであり、また水硬性無機材としてアルミン酸石灰等のセメント系骨材を用いることを特徴とするものである。
【0011】
【発明の実施の形態】
要するに、この発明の防水シートは、不織布の一面側に立体網状体を融着し、他面側に防水層を形成した構造であり、この防水シートの立体網状体を地下構造物の連続壁面に接するようにして張り付けることにより、地下連続壁面からの湧水を立体網状体を伝わせて下方へ落下させ、連続壁面下部に設けた側溝の導水路に導き、外部に排出させることを特徴とする。
【0012】
また、この防水シートの内側には後打ちコンクリートが施されるが、防水シートの内面に形成されている防水層はコンクリートとの密着性が良好である。また、この防水層は、それを形成するに使用する防水材の主材である合成樹脂エマルジョンとして、エチレン−酢酸ビニル共重合体のような親水性のエマルジョンを用いることにより、一層コンクリートとの密着性が増大するのである。しかもこの防水層は吸水して膨潤作用を行う特性を有しているので、もし地下水が防水シートの不織布層を浸透して防水層に接触し、防水層がコンクリート躯体の亀裂等により破損した場合でも、上記した特性により浸透水を遮水して後打ちコンクリート内への水の浸入を防ぐのである。
【0013】
地下構造物の連続壁面に張りつけて用いる上記のような構造の防水シートのほかに、一面側に立体網状体を融着した不織布を、その立体網状体面にて地下構造物の連続壁面に張り付け、その後不織布の他面(内面)側に防水層を形成する防水工法もある。
【0014】
【実施例】
以下、この発明の実施例を図に基づいて説明する。図1はこの発明に係る防水シートの一例を示すもので、該防水シート1は不織布2の一面側に、多数の線状体を相互に交差させてうねり状凹凸を形成した立体網状体3を融着にて積層し、他面側に防水層4を形成したものである。
【0015】
上記の防水シート1において、立体網状体3は図4に示すように、多数の線状体3aが相互に交差し、それらの交差点3bで融着して水平方向と厚み方向に延びるうねり状凹凸を形成するものであり、このような不織布を地下構造物の連続壁面に貼合すると、これらの立体網状体3が地下構造物の連続壁面に接触するので、湧水がこの立体網状体3を伝って下方へ落下するのである。
【0016】
図2はこの発明の防水シートの他例の構造を示すもので、立体網状体3を不織布2の一面側にラミネートされている不透水性フィルム層5上に融着にて積層し、不織布の他面側に防水層を形成したものであって、これによって不織布表面を濡らすことなく湧水を立体網状体を伝わせて落下させることができる。
【0017】
図3はこの発明の防水シートのさらに他の例を示すものであって、不織布2の内部に不透水性フィルム層5を介在させたものであり、立体網状体3を伝って落下する湧水が不織布面を濡らす場合があっても、不透水性フィルム層5が遮水機能を発揮して不織布層2の深部(防水層4に近い側)にまでの浸透を防ぐことができるのである。
【0018】
この発明において、不織布としては、ヤシ繊維、シュロ等の耐蝕性天然繊維あるいはポリエチレン、ポリプロピレン、ポリエステル、ポリアミド等の合成繊維またはこれらの混合物からなる繊維をシート状に展延したのち、ニードルパンチ等の方法によって強化したもの、あるいはスパンボンド方式によって得たものが用いられる。
【0019】
また、このような不織布の一面側に貼合する、あるいは内部に介在させる不透水性フィルムとしては、ポリエチレンフィルムやポリプロピレンフィルム等の合成樹脂フィルム、あるいはアルミ等の金属フィルムを用いればよい。
【0020】
上記した図4に示す立体網状体3は、ポリアミド、ポリエステル、ポリエチレン、ポリプロピレン等の合成樹脂細線、ポリ塩化ビニル等の合成樹脂で被覆した金属線などの多数の線状体3aを相互に交差させながら水平方向ならびに厚み方向に不規則に方向を変えて延ばし、これら線状体3の多数の交差点3bで相互に接着させてうねり状凹凸を形成せしめたものである。このような立体網状体を構成する線状体3aの太さは0.5〜3mmが好ましく、網状体3の網目の大きさは0.1〜20mm、網状体3の高さは1〜30mmが適当である。
【0021】
また、不織布の他面側に形成される防水層は、合成樹脂エマルジョンを主体とする防水材を塗工することで得られるものである。この防水層は、後打ちコンクリートとの密着性がよく、地盤の厚密沈下による防水層破断を防ぎ、また万が一コンクリート面に亀裂が入り、防水層が破断した場合にも防水層自体が水分を吸収して膨潤運動を行い、亀裂個所を閉鎖して漏水を防ぐことができるのである。
【0022】
このような働きをする防水層を形成する防水材は、合成樹脂エマルジョンを皮膜形成主成分とし、これに水硬性無機材、骨材等を配合して得られるエマルジョン水和物を多量に生成したエマルジョン混和物であって、合成樹脂エマルジョンとしては上述したようにコンクリートとの密着性をより高めることからエチレン−酢酸ビニル共重合体のような親水性のエマルジョンを用いることが好ましい。
【0023】
また、水硬性無機材としては、水和反応が短時間で起こり、塗工した防水材の乾燥促進と安定性維持に寄与するアルミン酸石灰が適当である。骨材(硅砂)は防水層としての皮膜厚みの確保、皮膜強度の向上をはかるために用いられる。さらに、遷移金属の水酸化物はエマルジョンとアルミン酸石灰との結合を促進させてアルミン酸石灰の効果を一段と高めて防水層としての皮膜性能を向上させるものであり、銅、マンガン、鉄、亜鉛等の水酸化物が用いられる。
【0024】
上記のような構成のこの発明の防水シートの地下連続壁面への貼付は、該壁面表面の極端な凹凸を削って滑らかな面としたのち、上記防水シートの立体網状体面を連続壁面に密着させながら座金をセットした釘またはコの字形金具等を用いて行えばよい。
【0025】
防水工法として、例えば地上から削孔し、セメント系材料、薬液、H形鋼等により形成した地下連続壁面の表面の極端な凹凸を削って滑らかな面としてから、一面側に立体網状体を融着した不織布の立体網状体面を連続壁面に密着させながら座金をセットした釘またはコの字形金具等を用いて貼り付けたのち、上記不織布の表面全面に上記した防水材を刷毛塗りまたは吹付けにより塗工し、防水層を形成するものがある。
【0026】
上記の防水工法によれば、地下連続壁面に複数枚の不織布を貼付した場合であっても、それらの継ぎ目も防水材が被覆されるので、複数枚の不織布全面に亘ってシームレスな防水層を形成することができるのである。
【0027】
上記にて複数枚の不織布全面にシームレスに形成した防水層面は、後打ちされるコンクリートとの密着性が良好であり、たとえ土砂の圧密沈下によりコンクリート躯体と土砂とにずれが生じても、防水層は土砂とともに沈下せずコンクリート躯体側に密着して残るため、防水層は地下水を遮水してコンクリート面への水の浸入を防ぐことができるのである。
【0028】
【発明の効果】
以上説明したように、この発明の防水シートは、湧水の多い地下連続壁面に施工することにより、湧水を立体網状体を伝わせて下方へ落下させることができ、また継ぎ目のない連続防水層の形成を可能にし、さらに後打ちコンクリート面に対しては防水層を密着させることにより充分な防水機能を発揮することができるのである。
【図面の簡単な説明】
【図1】この発明の防水シートの一実施例を示す断面図である。
【図2】この発明の防水シートの他の実施例を示す断面図である。
【図3】この発明の防水シートのさらに他の実施例を示す断面図である。
【図4】図1〜4の防水シートで用いる立体網状体の一部省略拡大平面図である。
【符号の説明】
1 防水シート
2 不織布
3 立体網状体
3a 線状体
3b 交差点
4 防水層
5 不透水性フィルム層[0001]
BACKGROUND OF THE INVENTION
This invention drills from the ground, and the hole is formed on the surface of the underground continuous wall, especially the underground continuous wall with spring water, formed by cementing with cementitious materials, chemicals, steel, etc. spring water together with allowed to fall by Tsutawa steric meshwork of adhesion with post-deposited concrete is good and moreover it relates to a waterproof sheet that can also prevent the penetration of water into post-deposited concrete surface.
[0002]
[Prior art]
For underground continuous wall with spring water, conventionally, water stop treatment and vinyl pipe etc. are used together, or synthetic resin sheet or non-woven fabric such as polyethylene is pasted on continuous wall, water is introduced, solid network and waterproof sheet The use of a waterproof sheet with a three-dimensional network that combines the above (Japanese Patent Laid-Open No. 63-315800, Japanese Patent Laid-Open No. 1-1111999) has been implemented.
[0003]
[Problems to be solved by the invention]
However, the water guiding method using the water stop treatment and the vinyl pipe or the like is problematic in that it takes a lot of work, and the method of attaching a synthetic resin sheet such as polyethylene is another material such as a synthetic resin sheet, for example, When the waterproof material is applied, there is a disadvantage that the adhesive strength with the synthetic resin sheet is small and the integration is not good, and when the nonwoven fabric is pasted, there is a disadvantage that water tends to accumulate on the back surface. Furthermore, when using a waterproof sheet with a three-dimensional network, there is a drawback in that a seam is formed between the sheets, and thus the continuity of the waterproof layer is impaired.
[0004]
In view of the above, the present invention enables waterproof construction to the spring surface on the continuous underground wall surface, has good adhesion to the post-cast concrete surface, and can also prevent penetration of the ground water into the concrete surface. The object is to provide a waterproof sheet .
[0005]
[Means for Solving the Problems]
That is, the invention according to claim 1 of the waterproof sheet of the present invention is a three-dimensional network body in which a large number of linear bodies intersect each other and at least a part of the intersections are adhered to each other to form undulating irregularities. and laminated on impermeable film layer pasted on one side of the nonwoven fabric, together with a part of the mesh body is fused to the impermeable film layer was stuck on one side of the nonwoven fabric, the A waterproof layer is formed on the other side of the nonwoven fabric.
[0006]
Further, the invention according to
[0008]
In the first and second aspects , the waterproof layer is formed using a waterproof material in which a synthetic resin emulsion is mixed with a hydraulic inorganic material, an aggregate, or a transition metal hydroxide, and has no hydraulic property. It is characterized by using cement-based aggregate such as lime aluminate as the equipment.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
In short, the waterproof sheet of the present invention has a structure in which a three-dimensional network is fused on one side of a nonwoven fabric and a waterproof layer is formed on the other side, and the three-dimensional network of this waterproof sheet is formed on a continuous wall of an underground structure. It is characterized in that the spring water from the underground continuous wall surface is dropped down along the three-dimensional network, guided to the side channel of the gutter provided at the bottom of the continuous wall surface, and discharged to the outside by pasting it in contact To do.
[0012]
Further, post-cast concrete is applied to the inside of the waterproof sheet, but the waterproof layer formed on the inner surface of the waterproof sheet has good adhesion to the concrete. In addition, this waterproof layer is more closely adhered to concrete by using a hydrophilic emulsion such as ethylene-vinyl acetate copolymer as the synthetic resin emulsion that is the main material of the waterproof material used to form the waterproof layer. The nature increases. Moreover, since this waterproof layer has the property of absorbing water and swelling, if groundwater penetrates the nonwoven fabric layer of the waterproof sheet and contacts the waterproof layer, the waterproof layer is damaged by cracks in the concrete frame, etc. However, due to the above-described characteristics, the permeated water is blocked to prevent the water from entering into the post-cast concrete.
[0013]
In addition to the waterproof sheet having the structure described above, which is used by sticking to the continuous wall of the underground structure, a non-woven fabric having a three-dimensional network fused on one side is attached to the continuous wall of the underground structure on the three-dimensional network surface, There is also a waterproofing method in which a waterproof layer is then formed on the other surface (inner surface) side of the nonwoven fabric .
[0014]
【Example】
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of a waterproof sheet according to the present invention. The waterproof sheet 1 has a three-
[0015]
In the waterproof sheet 1, as shown in FIG. 4, the three-
[0016]
FIG. 2 shows the structure of another example of the waterproof sheet according to the present invention. The three-
[0017]
FIG. 3 shows still another example of the waterproof sheet according to the present invention, in which a water-
[0018]
In this invention, as the nonwoven fabric, a corrosive-resistant natural fiber such as palm fiber or palm, or a synthetic fiber such as polyethylene, polypropylene, polyester, polyamide, or a fiber composed of a mixture thereof is spread in a sheet shape, and then a needle punch or the like. Those reinforced by the method or those obtained by the spunbond method are used.
[0019]
Moreover, what is necessary is just to use synthetic resin films, such as a polyethylene film and a polypropylene film, or metal films, such as aluminum, as a water-impermeable film bonded on the one surface side of such a nonwoven fabric, or to interpose inside.
[0020]
The three-
[0021]
The waterproof layer formed on the other side of the nonwoven fabric is obtained by coating a waterproof material mainly composed of a synthetic resin emulsion. This waterproof layer has good adhesion to post-cast concrete, prevents breakage of the waterproof layer due to dense subsidence of the ground, and even if the waterproof surface breaks due to cracks in the concrete surface, the waterproof layer itself will retain moisture. It absorbs and swells and closes cracks to prevent water leakage.
[0022]
The waterproof material that forms a waterproof layer that functions in this way has produced a large amount of emulsion hydrate obtained by combining a synthetic resin emulsion as the main component of the film formation and a hydraulic inorganic material, aggregate, etc. As the synthetic resin emulsion, it is preferable to use a hydrophilic emulsion such as an ethylene-vinyl acetate copolymer as the synthetic resin emulsion further enhances the adhesion to concrete as described above.
[0023]
Also suitable as the hydraulic inorganic material is lime aluminate which causes a hydration reaction in a short time and contributes to promoting drying and maintaining stability of the applied waterproofing material. Aggregate (crushed sand) is used to secure the film thickness as a waterproof layer and to improve the film strength. In addition, transition metal hydroxides promote the bonding between emulsion and lime aluminate, further enhancing the effect of lime aluminate and improving the film performance as a waterproof layer. Copper, manganese, iron, zinc Such hydroxides are used.
[0024]
Affixing the waterproof sheet of the present invention having the above-described structure to the underground continuous wall surface is made by making the smooth surface by shaving the extreme irregularities of the wall surface, and then bringing the three-dimensional network surface of the waterproof sheet into close contact with the continuous wall surface. However, it may be performed using a nail with a washer set or a U-shaped bracket.
[0025]
As a waterproofing method , for example , drilling holes from the ground, scraping the extreme irregularities on the surface of the continuous underground wall formed by cement-based materials, chemicals, H-shaped steel, etc. to make a smooth surface, then melting the three-dimensional network on one side Affixed using a nail or a U-shaped bracket with a washer set while the three-dimensional network surface of the non-woven fabric is in close contact with the continuous wall surface, then brushed or sprayed the above waterproof material on the entire surface of the non-woven fabric. Some are coated to form a waterproof layer .
[0026]
According to the above waterproofing construction method, even when a plurality of non-woven fabrics are stuck on the continuous underground wall, the seam of those seams is also covered with a waterproof material, so that a seamless waterproof layer is formed over the entire surface of the plurality of non-woven fabrics. It can be formed.
[0027]
The waterproof layer surface that is seamlessly formed on the entire surface of the non-woven fabric as described above has good adhesion to the concrete to be cast afterwards, and is waterproof even if there is a gap between the concrete body and the earth and sand due to the sedimentation of the earth and sand. Since the layer does not sink with the earth and sand and remains in close contact with the concrete frame, the waterproof layer can block groundwater and prevent water from entering the concrete surface.
[0028]
【The invention's effect】
As described above, the waterproof sheet according to the present invention can be applied to the underground continuous wall surface with a lot of spring water, so that the spring water can fall down along the three-dimensional network, and it is a continuous continuous waterproof. A layer can be formed, and further, a waterproof function can be sufficiently exerted by adhering the waterproof layer to the post-cast concrete surface.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing an embodiment of a waterproof sheet according to the present invention.
FIG. 2 is a cross-sectional view showing another embodiment of the waterproof sheet of the present invention.
FIG. 3 is a cross-sectional view showing still another embodiment of the waterproof sheet of the present invention.
4 is a partially omitted enlarged plan view of a three-dimensional network used in the waterproof sheet of FIGS.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02671498A JP4096074B2 (en) | 1998-01-22 | 1998-01-22 | Tarpaulin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP02671498A JP4096074B2 (en) | 1998-01-22 | 1998-01-22 | Tarpaulin |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11210394A JPH11210394A (en) | 1999-08-03 |
| JP4096074B2 true JP4096074B2 (en) | 2008-06-04 |
Family
ID=12201034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP02671498A Expired - Fee Related JP4096074B2 (en) | 1998-01-22 | 1998-01-22 | Tarpaulin |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4096074B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4571318B2 (en) * | 2001-01-23 | 2010-10-27 | ダイワボウホールディングス株式会社 | Conductive network |
| JP2003097199A (en) * | 2001-09-21 | 2003-04-03 | Fujimori Kogyo Co Ltd | Tarpaulin |
| JP7465767B2 (en) * | 2020-09-02 | 2024-04-11 | フジモリ産業株式会社 | Waterproofing base layer and waterproofing construction method for civil engineering structures requiring waterproofing |
| JP7691064B2 (en) * | 2021-07-28 | 2025-06-11 | 株式会社大林組 | Waterproof sheet, waterproof structure, waterproofing method, and method for manufacturing waterproof sheet |
-
1998
- 1998-01-22 JP JP02671498A patent/JP4096074B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH11210394A (en) | 1999-08-03 |
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