JPH08121094A - Sheet for discharging spring water in tunnel - Google Patents

Sheet for discharging spring water in tunnel

Info

Publication number
JPH08121094A
JPH08121094A JP6263876A JP26387694A JPH08121094A JP H08121094 A JPH08121094 A JP H08121094A JP 6263876 A JP6263876 A JP 6263876A JP 26387694 A JP26387694 A JP 26387694A JP H08121094 A JPH08121094 A JP H08121094A
Authority
JP
Japan
Prior art keywords
sheet
water
rubber
resin
tunnel
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.)
Pending
Application number
JP6263876A
Other languages
Japanese (ja)
Inventor
Takashi Nozu
堯 野津
Koji Ezaki
孝二 江崎
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.)
Unitika Ltd
Original Assignee
Unitika Ltd
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 Unitika Ltd filed Critical Unitika Ltd
Priority to JP6263876A priority Critical patent/JPH08121094A/en
Publication of JPH08121094A publication Critical patent/JPH08121094A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE: To maintain positively a drainage function by installing a water permeable layer made of resin or rubber on a single surface of a needle punched non-woven cloth with a specified weight and thickness and specifying an elongation and a coefficient of permeability after the application of a specific fixed load. CONSTITUTION: A resin or rubber-made water conducting layer 3 is installed to a single surface of a needle punched non-woven cloth whose weight exceeds 300g/m<2> and, what is more, whose thickness exceeds 3mm. On one hand, preferably, a hydrophobic resin or rubber-made hydrophobic layer be installed on the other surface. In this case, the following properties are required as a drainage sheet 1: The elongation is 2% and below and the coefficient of permeability in the sheet face direction is 1.0×10-<1> cm/sec and over after the application of a fixed load of 1.5kg force/5cm width for 7 days. The water permeable layer 3 is laid out so that it may face with the subsoil side of an excavated tunnel. Then, spring water from the underground is discharged from the inside of the non-woven cloth outside the tunnel by way of the water permeable layer 3. This construction makes it possible to discharge efficiently spring water from the underground outside the tunnel and cast concrete to a satisfactory extent.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、定荷重下での伸びが小
さく特に寒冷地でのトンネル内の湧出水排出用として使
用されるシートに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sheet which has a small elongation under a constant load and is used for discharging spring water in a tunnel, especially in a cold region.

【0002】[0002]

【従来の技術】近年、不織布の発展は目覚ましく、原料
繊維、製造方法等の特徴に応じて、衣料用、包装用、衛
生材用、農業用、土木用等の広範な用途に利用されてい
る。そのうち、土木用途、特にトンネル排水用シートと
して不織布が用いられている。すなわち、トンネルを掘
ったとき、地山の土中より水が湧き出してくると、この
水の存在によりトンネル内にコンクリートを打設しよう
としても塗ることができない、また打設した後、コンク
リートがひび割れを起こす等の問題が生じるので、効率
良く排水する必要がある。効率良く排水する方法とし
て、掘ったトンネルの土側に接するように不織布を敷設
し、コンクリート側にはエチレン−酢酸ビニル共重合体
等からなる不透水性のシートを敷設する方法がある。こ
の方法によると、土中より湧き出してきた水が不織布内
を通ってトンネルの外へ排出され、一方、コンクリート
側には不透水性シートが配されているので透水性不織布
内を通る水がコンクリート塗布側に漏れ出すことはな
い。すなわち、不織布は排水層、不透水性のシートは遮
水層としての働きをするので、効率よくコンクリートを
打設することができるというものである。
2. Description of the Related Art In recent years, the development of non-woven fabrics has been remarkable and has been used for a wide range of applications such as clothing, packaging, sanitary materials, agriculture, civil engineering, etc., depending on the characteristics of the raw material fibers, manufacturing method and the like. . Among them, non-woven fabrics are used for civil engineering applications, especially for tunnel drainage sheets. In other words, when digging a tunnel, if water springs out of the soil, the presence of this water will prevent the concrete from being painted even if you try to place it in the tunnel. Since problems such as cracking occur, it is necessary to drain water efficiently. As a method of efficiently draining water, there is a method of laying a non-woven fabric in contact with the soil side of a dug tunnel and laying a water-impermeable sheet made of an ethylene-vinyl acetate copolymer or the like on the concrete side. According to this method, the water that springs from the soil passes through the nonwoven fabric and is discharged to the outside of the tunnel, while the impermeable sheet is placed on the concrete side. It does not leak to the application side. That is, since the non-woven fabric functions as a drainage layer and the water-impermeable sheet functions as a water-impermeable layer, concrete can be efficiently placed.

【0003】例えば、実公昭51−37844号公報に
は、不織布(透水層)と不透水層とが一体化してなる土
木工事用透水シートが開示されている。
For example, Japanese Utility Model Publication No. 51-37844 discloses a water-permeable sheet for civil engineering work in which a nonwoven fabric (water-permeable layer) and a water-impermeable layer are integrated.

【0004】しかし、寒冷地で用いる場合に地山からの
浸透水の凍結を防止する目的で硬質の発泡ウレタン等の
保温層を前記不透水性のシート側に敷設する必要がある
が、上記の方法では、不織布に長期にわたって保温層に
よる荷重がかかるので、不織布が伸びたり、あるいはそ
れによるたるみが生じて、排水性が悪くなったり、また
コンクリート側がたるみにより波打った状態となってコ
ンクリート打設が良好に行えない等の問題が生じる。
However, when used in cold regions, it is necessary to lay a heat insulating layer such as hard urethane foam on the side of the impermeable sheet in order to prevent freezing of permeated water from the ground. In this method, the nonwoven fabric is loaded by the heat insulation layer for a long period of time, so the nonwoven fabric stretches or sags due to it, drainage performance deteriorates, and the concrete side becomes wavy due to slack and concrete pouring. However, there is a problem in that

【0005】[0005]

【発明が解決しようとする課題】本発明は、上記問題を
解決し、定荷重下での伸びの小さいトンネル内の湧出水
排出用シートを提供しようとするものである。さらに、
従来用いていた不透水性のシートが不用で、定荷重下で
の伸びの小さいトンネル内の湧出水排出用シートを提供
しようとするものである。
DISCLOSURE OF THE INVENTION The present invention is intended to solve the above problems and to provide a sheet for discharge of seepage water in a tunnel which has a small elongation under a constant load. further,
It is an object of the present invention to provide a sheet for discharging spring water in a tunnel, which does not require a water-impermeable sheet that has been conventionally used and has a small elongation under a constant load.

【0006】[0006]

【課題を解決するための手段】すなわち、本発明は、目
付が300g/m2 以上、かつ厚みが3mm以上のニー
ドルパンチ不織布の片面に樹脂またはゴムからなる導水
層が設けられてなるシートであって、1.5kg重/5
cm幅の定荷重を7日間印加後の伸長率が2%以下で、
かつシート面方向の透水係数が1.0×10-1cm/s
ec以上であることを特徴とするトンネル内の湧出水排
出用シートを要旨とするものである。
[Means for Solving the Problems] That is, the present invention is a sheet comprising a needle punched nonwoven fabric having a basis weight of 300 g / m 2 or more and a thickness of 3 mm or more provided with a water-conducting layer made of resin or rubber on one side. 1.5kg weight / 5
The extension ratio after applying a constant load of cm width for 7 days is 2% or less,
And the water permeability in the sheet surface direction is 1.0 × 10 -1 cm / s
The gist is a sheet for discharging spring water in a tunnel, which is characterized in that it is ec or more.

【0007】さらに、本発明は、目付が300g/m2
以上、かつ厚みが3mm以上のニードルパンチ不織布の
片面に樹脂またはゴムからなる導水層が設けられ、他面
に疎水性の樹脂またはゴムからなる遮水層が設けられた
シートであって、1.5kg重/5cm幅の定荷重を7
日間印加後の伸長率が2%以下で、かつシート面方向の
透水係数が1.0×10-1cm/sec以上であること
を特徴とするトンネル内の湧出水排出用シートを要旨と
するものである。
Further, the present invention has a basis weight of 300 g / m 2.
A sheet in which a water-permeable layer made of resin or rubber is provided on one surface of a needle-punched nonwoven fabric having a thickness of 3 mm or more, and a water-impervious layer made of hydrophobic resin or rubber is provided on the other surface. 5kg weight / 5cm width constant load 7
The gist is a sheet for discharging spring water in a tunnel, which has an elongation rate of 2% or less after application for a day and has a water permeability coefficient of 1.0 × 10 -1 cm / sec or more in a sheet surface direction. It is a thing.

【0008】次に、本発明を図面を用いて詳細に説明す
る。図1は本発明の湧出水排出用シートの一例を示す断
面図である。図1において湧出水排出用シート1は、目
付が300g/m2 以上、かつ厚みが3mm以上のニー
ドルパンチ不織布2の片面に樹脂またはゴムからなる導
水層3が設けられてなるシートで、かつシート面方向の
透水係数が1.0×10-1cm/sec以上である。
Next, the present invention will be described in detail with reference to the drawings. FIG. 1 is a cross-sectional view showing an example of a spring water discharge sheet of the present invention. In FIG. 1, the spring water discharge sheet 1 is a sheet in which a water guide layer 3 made of resin or rubber is provided on one surface of a needle punched nonwoven fabric 2 having a basis weight of 300 g / m 2 or more and a thickness of 3 mm or more, and the sheet The water permeability coefficient in the surface direction is 1.0 × 10 −1 cm / sec or more.

【0009】図2は本発明の湧出水排出用シートの他の
例を示す断面図である。図2において湧出水排出用シー
ト1は、目付が300g/m2 以上、かつ厚みが3mm
以上のニードルパンチ不織布2の片面に樹脂またはゴム
からなる導水層3が設けられ、他面に疎水性の樹脂また
はゴムからなる遮水層4が設けられたシートであって、
1.5kg重/5cm幅の定荷重を7日間印加後の伸長率
が2%以下で、かつシート面方向の透水係数が1.0×
10-1cm/sec以上である。
FIG. 2 is a sectional view showing another example of the spring water discharge sheet of the present invention. In FIG. 2, the spring water discharge sheet 1 has a basis weight of 300 g / m 2 or more and a thickness of 3 mm.
A sheet in which the water guide layer 3 made of resin or rubber is provided on one surface of the needle punched nonwoven fabric 2 described above, and the water shield layer 4 made of hydrophobic resin or rubber is provided on the other surface,
The extension rate after applying a constant load of 1.5 kg weight / 5 cm width for 7 days is 2% or less, and the water permeability coefficient in the sheet surface direction is 1.0 ×.
It is 10 -1 cm / sec or more.

【0010】本発明で用いる不織布の構成繊維として
は、天然繊維および熱可塑性合成樹脂製繊維が挙げられ
る。天然繊維としては、綿、麻、羊毛等が挙げられる。
熱可塑性合成樹脂製繊維としては、例えば、ポリエチレ
ンテレフタレート、ポリブチレンテレフタレート等のポ
リエステル系重合体、あるいはフタル酸、イソフタル
酸、グルタール酸、アジピン酸等の酸成分とジエチレン
グリコール、プロピレングリコール、2,2−ビス(4
−ヒドロキシエトキシフエニル)プロパン、ビスフエノ
ールA等のジオール成分とが共重合された共重合ポリエ
ステル、ポリエチレン、ポリプロピレンなどのポリオレ
フイン系重合体、ナイロン6、ナイロン66などのポリ
アミド系重合体、ビニロンなどに代表されるポリビニル
アルコール系重合体などが使用され、これらの重合体単
独からなる繊維、あるいは2種以上の相異なる重合体を
組み合わせた貼り合わせ型複合繊維、芯鞘型複合繊維の
いずれのものでも使用できる。
The constituent fibers of the non-woven fabric used in the present invention include natural fibers and thermoplastic synthetic resin fibers. Examples of the natural fiber include cotton, hemp, and wool.
Examples of the thermoplastic synthetic resin fibers include polyester polymers such as polyethylene terephthalate and polybutylene terephthalate, or acid components such as phthalic acid, isophthalic acid, glutaric acid, adipic acid, and diethylene glycol, propylene glycol, 2,2- Screw (4
-Hydroxyethoxyphenyl) propane, copolymer polyesters copolymerized with diol components such as bisphenol A, polyolefin polymers such as polyethylene and polypropylene, polyamide polymers such as nylon 6 and nylon 66, vinylon, etc. Representative polyvinyl alcohol-based polymers are used, and fibers made of these polymers alone, or bonded type composite fibers or core-sheath type composite fibers in which two or more different polymers are combined can be used. Can be used.

【0011】本発明で用いる不織布の構成繊維の単糸繊
度は、2〜10デニールが好ましく、より好ましくは3
〜7デニールである。2デニールより小さいとニードル
パンチ処理を施したとき繊維が切れやすくなり、得られ
た不織布の引張強力等の機械的特性が低下するので好ま
しくない。また、10デニールより大きいと繊維同士の
絡合が十分に形成されず、得られた不織布の引張強力等
の機械的特性が低下するので好ましくない。
The single yarn fineness of the constituent fibers of the nonwoven fabric used in the present invention is preferably 2 to 10 denier, more preferably 3
~ 7 denier. If the denier is less than 2 denier, the fibers are likely to be broken when subjected to needle punching, and mechanical properties such as tensile strength of the obtained nonwoven fabric are deteriorated, which is not preferable. Further, if it is larger than 10 denier, the entanglement of fibers is not sufficiently formed, and the mechanical properties such as tensile strength of the obtained nonwoven fabric are deteriorated, which is not preferable.

【0012】本発明で用いる不織布の構成繊維の形態
は、短繊維、長繊維等のいずれであってもよいが、本発
明の目的から、長繊維が好ましく、特に熱可塑性合成長
繊維が好ましい。
The form of the constituent fibers of the nonwoven fabric used in the present invention may be either short fibers or long fibers, but for the purpose of the present invention, long fibers are preferable, and thermoplastic synthetic long fibers are particularly preferable.

【0013】短繊維を用いる場合は、カードまたはラン
ダムウェバ等のウェブ形成手段を用いてウェブを形成
し、得られたウェブにニードルパンチ処理を施して、不
織布とするのがよい。
When short fibers are used, it is preferable that a web is formed by using a web forming means such as a card or a random webber, and the obtained web is subjected to needle punching to obtain a nonwoven fabric.

【0014】長繊維を用いる場合は、いわゆるスパンボ
ンド法によってウェブを形成し、得られたウェブにニー
ドルパンチ処理を施すことで不織布を形成する。このニ
ードルパンチ処理は、連続工程であっても、別工程であ
っても、いずれでもよい。
When long fibers are used, a non-woven fabric is formed by forming a web by a so-called spunbond method and subjecting the obtained web to needle punching. This needle punching process may be a continuous process or a separate process.

【0015】ニードルパンチ処理の条件は特に限定され
ないが、パンチ密度を50〜150個/cm2 とするの
が不織布の機械的特性、繊維同士の絡合の向上の面から
好ましい。パンチ密度が50個/cm2 未満では、繊維
の絡合が不十分で、不織布の引張強力等の機械的特性が
向上せず非常に弱く、しかも毛羽のある不織布となる。
また、パンチ密度が150個/cm2 を超えると、繊維
は十分絡合するものの、繊維が部分的に切断されるため
に不織布の引張強力等の機械的特性が劣る不織布とな
る。このような不織布では、定荷重を印加後の伸長率が
大きく、本発明においては好ましくない。
The conditions for the needle punching treatment are not particularly limited, but a punch density of 50 to 150 pieces / cm 2 is preferable from the viewpoint of improving the mechanical properties of the nonwoven fabric and the entanglement of fibers. When the punch density is less than 50 pieces / cm 2 , the entanglement of fibers is insufficient, the mechanical properties such as tensile strength of the nonwoven fabric are not improved, and the nonwoven fabric is very weak and fluffy.
On the other hand, if the punch density exceeds 150 pieces / cm 2 , the fibers are sufficiently entangled, but the fibers are partially cut, so that the nonwoven fabric is inferior in mechanical properties such as tensile strength. Such a nonwoven fabric has a large elongation rate after applying a constant load, which is not preferable in the present invention.

【0016】本発明で用いる不織布の目付および厚みと
しては、それぞれ300g/m2 以上、3mm以上とす
る必要がある。目付および厚みがそれぞれ300g/m
2 未満、3mm未満であると、この不織布を用いてなる
シート自体の強度が低く、伸びやすいばかりでなく、使
用時に十分な排水性能が得られないので好ましくない。
The basis weight and thickness of the non-woven fabric used in the present invention must be 300 g / m 2 or more and 3 mm or more, respectively. Unit weight and thickness are 300g / m
If it is less than 2 and less than 3 mm, the strength of the sheet itself made of this non-woven fabric is low, and not only it is easily stretched, but also sufficient drainage performance cannot be obtained during use, which is not preferable.

【0017】目付が300g/m2 以上で、厚みが3m
m未満であると、不織布の密度が大きくなり使用時の排
水性能が低下するので好ましくない。一方、厚みが3m
m以上で、目付が300g/m2 未満であると、その不
織布強度が低く、この不織布を用いてなるシート自体の
強度が低くなり、伸びやすいので好ましくない。また、
その不織布の両面に毛羽が多くなり、そのため樹脂等か
らなる導水層を設ける際、シートがロールに巻付くなど
トラブルが多くなり好ましくない。
A basis weight of 300 g / m 2 or more and a thickness of 3 m
When it is less than m, the density of the non-woven fabric is increased and the drainage performance during use is deteriorated, which is not preferable. On the other hand, the thickness is 3m
When it is m or more and the basis weight is less than 300 g / m 2 , the strength of the non-woven fabric is low, and the strength of the sheet itself using the non-woven fabric is low, which tends to cause elongation, which is not preferable. Also,
The fluff is increased on both sides of the non-woven fabric, so that when the water-conducting layer made of a resin or the like is provided, there are many troubles such as winding of the sheet around a roll, which is not preferable.

【0018】また、目付および厚みの上限は特に限定さ
れないが、それぞれ1000g/m2 、10mm程度ま
でとするのが本発明の目的や作業性の面より好ましい。
The upper limits of the areal weight and the thickness are not particularly limited, but it is preferable to set them to about 1000 g / m 2 and about 10 mm, respectively, from the viewpoint of the purpose and workability of the present invention.

【0019】本発明では、前記不織布の片面に定荷重印
加後の伸長率を小さくし、かつトンネル内の湧出水を良
好に排水層(不織布層)に導く目的で樹脂またはゴムか
らなる導水層を設ける。
In the present invention, a water-conducting layer made of resin or rubber is provided on one side of the non-woven fabric for the purpose of reducing the elongation rate after applying a constant load and guiding the spring water in the tunnel to the drainage layer (non-woven fabric layer). Set up.

【0020】導水層に用いる樹脂またはゴムとしては、
アクリル酸エステル、酢酸ビニル、塩化ビニル等の熱可
塑性樹脂、尿素・ホルムアルデヒド、メラミン・ホルム
アルデヒド、石炭酸・ホルムアルデヒド、石炭酸樹脂エ
ラストマー、不飽和ポリエステル、ポリエステルエラス
トマー、フラン樹脂、エポキシ樹脂、イソシアネート樹
脂等の熱硬化性樹脂または天然ゴム、塩化ゴム、ニトリ
ルゴム、シリコンゴム等のゴム類等が挙げられ、目的に
合わせて選べばよい。
The resin or rubber used for the water guiding layer is
Thermosetting resin such as acrylic ester, vinyl acetate, vinyl chloride, urea / formaldehyde, melamine / formaldehyde, carboxylic acid / formaldehyde, carboxylic acid resin elastomer, unsaturated polyester, polyester elastomer, furan resin, epoxy resin, isocyanate resin, etc. Examples of the resin include natural resins, natural rubber, chlorinated rubber, nitrile rubber, silicone rubber, and other rubbers, which may be selected according to the purpose.

【0021】前記不織布の片面に導水層を設ける方法と
しては、樹脂を加熱溶融し、ダイから押し出して不織布
上にコーティングする方法、樹脂のエマルジョンを泡立
たせて不織布上に泡コーティングする方法等が挙げられ
る。このとき樹脂またはゴムが、不織布表面でフィルム
化し不透水性の層を形成すると、土中からの湧出水を良
好に排水層(不織布層)に導くことができないので好ま
しくない。よって、これを防ぐためには、例えば泡コー
ティングでは連続気泡を有するようにし、溶融コーティ
ングでは、部分的に樹脂のない箇所を設けるようにす
る。
Examples of the method for providing the water-conducting layer on one side of the non-woven fabric include a method of heating and melting a resin and extruding it from a die to coat the non-woven fabric, and a method of foaming an emulsion of the resin to foam-coat the non-woven fabric. To be At this time, if the resin or rubber is formed into a film on the surface of the non-woven fabric to form a water-impermeable layer, the water flowing out from the soil cannot be satisfactorily guided to the drainage layer (non-woven fabric layer), which is not preferable. Therefore, in order to prevent this, for example, in the foam coating, open cells are provided, and in the melt coating, a portion having no resin is provided.

【0022】また、本発明では、前記不織布の他面に疎
水性の樹脂またはゴムからなる遮水層を設けるのが望ま
しい。
Further, in the present invention, it is desirable to provide a water blocking layer made of a hydrophobic resin or rubber on the other surface of the non-woven fabric.

【0023】遮水層に用いる疎水性の樹脂またはゴムと
しては、アクリル酸エステル、酢酸ビニル、塩化ビニル
等の熱可塑性樹脂、尿素・ホルムアルデヒド、メラミン
・ホルムアルデヒド、石炭酸・ホルムアルデヒド、石炭
酸樹脂エラストマー、不飽和ポリエステル、ポリエステ
ルエラストマー、フラン樹脂、エポキシ樹脂、イソシア
ナート樹脂等の熱硬化性樹脂または天然ゴム、塩化ゴ
ム、ニトリルゴム、シリコンゴム等のゴム類等が挙げら
れ、目的に合わせて選べばよい。
As the hydrophobic resin or rubber used for the water blocking layer, thermoplastic resins such as acrylic acid ester, vinyl acetate and vinyl chloride, urea / formaldehyde, melamine / formaldehyde, carboxylic acid / formaldehyde, carboxylic acid resin elastomer, unsaturated Thermosetting resins such as polyester, polyester elastomer, furan resin, epoxy resin, and isocyanate resin, and rubbers such as natural rubber, chlorinated rubber, nitrile rubber, and silicone rubber can be used, and may be selected according to the purpose.

【0024】前記不織布の他面に遮水層を設ける方法と
しては、コーティング・トッピング・流し込み・塗布・
塗り込み・スプレー・合成樹脂層の硬化あるいは反応完
了までに加圧接合(圧着)・押し込み法あるいは前記樹
脂またはゴムのシート等を熱ラミネート・ホットメルト
接着・面ファスナー等の方法で接着する等々があり,用
いる樹脂またはゴムの性質に合致した処理を適宜採用す
ればよい。
As a method of providing a water-impervious layer on the other surface of the non-woven fabric, coating, topping, pouring, coating,
Coating, spraying, curing of the synthetic resin layer or pressure bonding (compression bonding) before the reaction is completed, pushing in, or bonding of the resin or rubber sheet etc. by heat lamination, hot melt adhesion, surface fasteners, etc. Therefore, a treatment that matches the properties of the resin or rubber used may be appropriately adopted.

【0025】本発明に用いる樹脂またはゴムの量として
は、定荷重印加後の伸長率を小さくすることができれば
特に限定されるものではなく、樹脂またはゴムの種類に
より適宜選択すればよいが、通常は不織布の重量に対し
10〜30重量%とすればよい。
The amount of the resin or rubber used in the present invention is not particularly limited as long as the elongation rate after application of a constant load can be reduced, and may be appropriately selected depending on the type of the resin or rubber. May be 10 to 30% by weight with respect to the weight of the nonwoven fabric.

【0026】樹脂またはゴムの量が10重量%未満で
は、定荷重下での伸長率が小さくならないので好ましく
ない。一方、30重量%を超えると定荷重下での伸長率
は小さくなるが、シートの重量が増えるために施工しに
くくなり、またコスト面でも高くなるので好ましくな
い。
If the amount of resin or rubber is less than 10% by weight, the elongation rate under constant load does not decrease, which is not preferable. On the other hand, if it exceeds 30% by weight, the elongation rate under a constant load becomes small, but the weight of the sheet increases, which makes it difficult to apply the sheet, and also increases the cost, which is not preferable.

【0027】本発明に用いる樹脂またはゴムは、不織布
の片面から不織布厚さの1/3以下までの浸透とするこ
とが望ましい。これにより、不織布と樹脂またはゴムの
層とが良好に接合されシートの耐剥離性が向上する。
The resin or rubber used in the present invention preferably penetrates from one side of the nonwoven fabric to 1/3 or less of the thickness of the nonwoven fabric. As a result, the non-woven fabric and the resin or rubber layer are satisfactorily joined to each other and the peel resistance of the sheet is improved.

【0028】一方、樹脂またはゴムが不織布厚さ全体に
浸透すると、樹脂またはゴムにより不織布の構成繊維間
の空隙が埋められた状態となるので、土中より出てきた
水が不織布内を通り難くなりシートの排水層としての働
きが低下するので好ましくない。
On the other hand, when the resin or rubber penetrates the entire thickness of the nonwoven fabric, the resin or rubber fills the voids between the constituent fibers of the nonwoven fabric, so that the water coming out of the soil is hard to pass through the nonwoven fabric. It is not preferable because the function of the drainage sheet as a drainage layer decreases.

【0029】本発明では、1.5kg重/5cm幅の定荷
重を7日間印加後の伸長率が2%以下であることが必要
である。1.5kg重/5cm幅の定荷重を7日間印加後
の伸長率が2%を超えると、寒冷地で用いる時に地山か
らの湧出水の凍結を防止する目的で硬質の発泡ウレタン
等の保温層を設けた場合、シートが保温層の重さに耐え
られずに伸びて、たるみが生じ、コンクリート打設が困
難となるので好ましくない。
In the present invention, it is necessary that the elongation rate after applying a constant load of 1.5 kg weight / 5 cm width for 7 days is 2% or less. If the extension rate after applying a constant load of 1.5 kg weight / 5 cm width for 7 days exceeds 2%, heat insulation of hard urethane foam etc. is used for the purpose of preventing the freezing of the spring water from the ground when used in cold regions. When a layer is provided, the sheet stretches without being able to bear the weight of the heat retaining layer, causing slack, which makes it difficult to place concrete, which is not preferable.

【0030】さらに、シート面方向(シートの面に沿う
方向)の透水係数が1.0×10-1cm/sec以上で
あることが好ましい。シート面方向の透水係数が1.0
×10-1cm/sec未満であると、排水性能が低下
し、トンネル内の湧出水排出用のシートとして使用し難
いので好ましくない。
Further, the water permeability in the sheet surface direction (direction along the sheet surface) is preferably 1.0 × 10 -1 cm / sec or more. Permeability coefficient in the sheet surface direction is 1.0
If it is less than × 10 -1 cm / sec, the drainage performance is deteriorated and it is difficult to use as a sheet for discharging spring water in a tunnel, which is not preferable.

【0031】[0031]

【作用】トンネル内の湧出水排出用として、本発明のシ
ートの実施態様を図面を用いて説明する。図3は、本発
明の湧出水排出用シートを実際に寒冷地におけるトンネ
ル内の湧出水排出のために使用した一例を示す断面図で
ある。トンネルを掘ったとき、地山の土中より水が湧き
出してくる。図3において、本発明の導水層3側を掘っ
たトンネルの土側に接するように敷設すると、土中から
湧き出てきた水は、導水層3に効率よく導かれ不織布2
内に入り、不織布2内部を通ってトンネルの外へ排出さ
れる。
The embodiment of the seat of the present invention for discharging the spring water in the tunnel will be described with reference to the drawings. FIG. 3 is a cross-sectional view showing an example in which the spring water discharge sheet of the present invention is actually used for discharging spring water in a tunnel in a cold region. When you dig a tunnel, water springs out from the ground. In FIG. 3, when laid so as to be in contact with the soil side of the tunnel dug on the water-conducting layer 3 side of the present invention, the water spouting from the soil is efficiently guided to the water-conducting layer 3 and the nonwoven fabric 2
It enters inside and is discharged through the inside of the nonwoven fabric 2 to the outside of the tunnel.

【0032】このときコンクリート側には、不織布2内
部を通るトンネル内の湧出水がコンクリート側に漏れ出
すことがないように、不透水性シートを配するか、もし
くは湧出水排出用シートの他面に遮水層4が設けられて
いるので、トンネル内の湧出水はコンクリート側に漏れ
出すことなく、不織布2内部を通って良好に排出され
る。
At this time, a water impermeable sheet is provided on the concrete side so that the water flowing out of the tunnel passing through the inside of the nonwoven fabric 2 does not leak to the concrete side, or the other surface of the sheet for discharging the water flowing out. Since the impermeable layer 4 is provided in the tunnel, the spring water in the tunnel does not leak to the concrete side and is discharged well through the inside of the nonwoven fabric 2.

【0033】そして、寒冷地で用いる場合に地山からの
湧出水の凍結を防止する目的で硬質の発泡ウレタン等の
保温層5を遮水層4側に敷設する。保温層5を設けるた
めに、不織布2に長期にわたって保温層5の荷重がかか
る。しかし、本発明の湧出水排出用シート1は、不織布
2に樹脂またはゴムからなる導水層3が設けられてお
り、すなわち、樹脂またはゴムは不織布が片面から不織
布厚さの1/3以下まで浸透し、不織布の構成繊維間の
空隙の一部に樹脂またはゴムが埋まった状態となってお
り、また本発明に用いる樹脂またはゴムの特性も寄与し
て、本発明のシートは定荷重印加後の伸長率が小さくな
っているので、不織布2が伸びてたるむことはない。よ
って、寒冷地においても本発明の湧出水排出用シート1
が保温層5の重さに耐えることができる。さらに、シー
ト面方向(シートの面に沿う方向)の透水係数が1.0
×10-1cm/sec以上であることから、土中から湧
き出てきた水をトンネルの外へ効率良く排出でき、コン
クリート打設を良好に行えるものである。
When used in a cold region, a heat insulating layer 5 made of hard urethane foam or the like is laid on the water shield layer 4 side for the purpose of preventing freezing of the spring water from the natural ground. In order to provide the heat retaining layer 5, the load of the heat retaining layer 5 is applied to the nonwoven fabric 2 for a long period of time. However, in the sheet 1 for discharge of spring water of the present invention, the nonwoven fabric 2 is provided with the water-conducting layer 3 made of resin or rubber, that is, the resin or rubber penetrates the nonwoven fabric from one side to 1/3 or less of the thickness of the nonwoven fabric. However, the resin or rubber is filled in a part of the voids between the constituent fibers of the non-woven fabric, and the characteristics of the resin or rubber used in the present invention also contribute to the sheet of the present invention after applying a constant load. Since the elongation rate is small, the nonwoven fabric 2 does not stretch and sag. Therefore, the spring water discharge sheet 1 of the present invention is used even in cold regions.
Can withstand the weight of the heat retaining layer 5. Further, the water permeability coefficient in the sheet surface direction (direction along the sheet surface) is 1.0.
Since it is × 10 -1 cm / sec or more, the water spouting from the soil can be efficiently discharged out of the tunnel, and the concrete can be satisfactorily placed.

【0034】[0034]

【実施例】次に、実施例に基づき本発明を具体的に説明
するが、本発明は、これらの実施例によって何ら限定さ
れるものではない。
EXAMPLES Next, the present invention will be specifically described based on examples, but the present invention is not limited to these examples.

【0035】実施例において、各特性値の測定を次の方
法により実施した。 単糸繊度(デニール):不織布を構成する長繊維の単糸
繊度(デニール)を次の方法により求めた。すなわち、
電子顕微鏡を用いて不織布の表面拡大写真を撮影して写
真中の単糸径を測定し、この値を拡大倍率で除し、繊維
の密度で補正して単糸繊度(デニール)を求めた。
In the examples, each characteristic value was measured by the following method. Single yarn fineness (denier): The single yarn fineness (denier) of the long fibers constituting the nonwoven fabric was determined by the following method. That is,
An enlarged surface photograph of the nonwoven fabric was taken using an electron microscope to measure the diameter of single yarn in the photograph, and this value was divided by the enlargement ratio and corrected by the fiber density to obtain the single yarn fineness (denier).

【0036】目付(g/m2 ):標準状態の試料から縦
50cm×横50cmの試料片計10点を作成し平衡水
分に到らしめた後、各試料片の重量(g)を秤量し、得
られた値の平均値を単位面積(m2 )当たりに換算し目
付け(g/m2 )とした。
Unit weight (g / m 2 ): A total of 10 sample pieces measuring 50 cm in length and 50 cm in width were prepared from the sample in the standard state to reach the equilibrium water content, and then the weight (g) of each sample piece was weighed. The average value of the obtained values was converted per unit area (m 2 ) to obtain a basis weight (g / m 2 ).

【0037】伸長率(%):JIS−L−1096Aに
記載の方法に準じて測定した。すなわち、試料長が20
cm、試料幅が5cmの試料片計10点を作成し、各試
料片毎に不織布の経方向について、定速伸長型引張試験
機(東洋ボールドウイン社製テンシロンUTM−4−1
−100)を用いて1.5kg重/5cm幅の荷重をつ
かみ間隔10cmで7日間印加した後、得られた伸長率
(%)の平均値を求めた。
Elongation rate (%): Measured according to the method described in JIS-L-1096A. That is, the sample length is 20
cm, sample width of 5 cm, 10 points in total were prepared, and a constant speed elongation type tensile tester (Tensilon UTM-4-1 manufactured by Toyo Baldwin Co., Ltd.) was used for each sample piece in the warp direction of the nonwoven fabric.
-100), a load of 1.5 kg weight / 5 cm width was grasped and applied at a 10 cm interval for 7 days, and the average value of the obtained elongation rates (%) was determined.

【0038】シート面方向の透水係数(cm/se
c):JIS−A−1218に記載の方法に準じて測定
した。測定回数は3回とし、その平均値をシート面方向
の透水係数とした。
Permeability coefficient in the sheet surface direction (cm / se
c): Measured according to the method described in JIS-A-1218. The number of measurements was 3 and the average value was used as the water permeability coefficient in the sheet surface direction.

【0039】実施例1 まず、ポリエチレンテレフタレート重合体の長繊維から
なるスパンボンド不織布を作成した。すなわち、前記重
合体チツプをエクストルーダ型溶融押出し機を用いて溶
融し、紡糸口金を通して溶融紡出し、紡出糸条を冷却し
た後、紡糸口金の下方に配設されたエアーサツカを用い
て牽引・細化した後、コロナ放電装置を用いて開繊し、
スクリーンメッシュ式移動捕集面上に捕集・堆積させ、
単糸繊度が3.8デニールで目付が350g/m2 のウ
ェブとし、得られたウェブにパンチ密度90個/cm2
の条件でニードルパンチ処理を施し、厚さが3.2mm
のスパンボンド不織布を得た。次いで、不織布の片面
に、泡コーティング法によりスチレン−ブタジエンゴム
を坪量50g/m2 でコーティングし、温度170℃の
条件下で熱処理し、導水層を設け、実施例1の本発明の
シートを得た。
Example 1 First, a spunbonded nonwoven fabric made of polyethylene terephthalate polymer filaments was prepared. That is, the polymer chip is melted using an extruder type melt extruder, melt-spun through a spinneret, the spun yarn is cooled, and then traction and thinning are performed using an air sucker arranged below the spinneret. After opening, open using a corona discharge device,
Collecting and depositing on the screen mesh type moving collecting surface,
A web having a single yarn fineness of 3.8 denier and a basis weight of 350 g / m 2 was used , and the obtained web had a punch density of 90 pieces / cm 2.
Needle punched under conditions of 3.2 mm thickness
A spunbonded non-woven fabric was obtained. Then, one side of the non-woven fabric was coated with styrene-butadiene rubber at a basis weight of 50 g / m 2 by a foam coating method, heat-treated under a condition of a temperature of 170 ° C. to provide a water guiding layer, and the sheet of the present invention of Example 1 was obtained. Obtained.

【0040】実施例2 スパンボンド不織布の単糸繊度を3.0デニール、目付
を305g/m2 とした以外は実施例1と同様にして、
厚さが3.1mmのスパンボンド不織布を得た。次い
で、ゴムの坪量を70g/m2 としてスチレン−ブタジ
エンゴムをコーティングし導水層を設けた以外は実施例
1と同様にし、実施例2のシートを得た。
Example 2 In the same manner as in Example 1 except that the single yarn fineness of the spunbonded nonwoven fabric was 3.0 denier and the basis weight was 305 g / m 2 .
A spunbonded nonwoven fabric having a thickness of 3.1 mm was obtained. Then, a sheet of Example 2 was obtained in the same manner as in Example 1 except that the grammage of the rubber was 70 g / m 2 and the styrene-butadiene rubber was coated to provide a water guide layer.

【0041】実施例3 ゴムの坪量を40g/m2 としてスチレン−ブタジエン
ゴムをコーティングし導水層を設けた以外は実施例2と
同様にして、実施例3のシートを得た。
Example 3 A sheet of Example 3 was obtained in the same manner as in Example 2 except that a styrene-butadiene rubber was coated to provide a water guide layer with a rubber basis weight of 40 g / m 2 .

【0042】実施例4 まず、ポリエチレンテレフタレート重合体の長繊維から
なるスパンボンド不織布を作成した。すなわち、前記重
合体チップをエクストルーダ型溶融押出し機を用いて溶
融し、紡糸口金を通して溶融紡出し、紡出糸条を冷却し
た後、紡糸口金の下方に配設されたエアーサツカを用い
て牽引・細化した後、コロナ放電装置を用いて開繊し、
スクリーンメツシユ式移動捕集面上に捕集・堆積させ、
単糸繊度が3.8デニールで目付が350g/m2 のウ
ェブとし、得られたウェブにパンチ密度90個/cm2
の条件でニードルパンチ処理を施し、厚さが3.2mm
のスパンボンド不織布を得た。次いで、不織布の片面
に、泡コーティング法により連続気泡を有するように、
スチレン−ブタジエンゴムを坪量50g/m2 でコーテ
イングし、温度170℃の条件下で熱処理して、導水層
を設けた。次いで、他面に、エチレン−酢酸ビニル共重
合体を通常のスリットT型押出しラミネートの方法で加
工して、遮水層を設け、実施例4の本発明のシートを得
た。
Example 4 First, a spunbonded nonwoven fabric made of polyethylene terephthalate polymer filaments was prepared. That is, the polymer chips are melted using an extruder-type melt extruder, melt-spun through a spinneret, the spun yarn is cooled, and then traction / fine squeezing is performed using an air sacker arranged below the spinneret. After opening, open using a corona discharge device,
Screen mesh type Collects and deposits on the moving collecting surface,
A web having a single yarn fineness of 3.8 denier and a basis weight of 350 g / m 2 was used , and the obtained web had a punch density of 90 pieces / cm 2.
Needle punched under conditions of 3.2 mm thickness
A spunbonded non-woven fabric was obtained. Then, on one side of the non-woven fabric, to have open cells by the foam coating method,
Styrene-butadiene rubber was coated at a basis weight of 50 g / m 2 and heat-treated under the condition of a temperature of 170 ° C. to provide a water guiding layer. Then, on the other surface, an ethylene-vinyl acetate copolymer was processed by a usual slit T-type extrusion laminating method to provide a water-impervious layer, and a sheet of the present invention of Example 4 was obtained.

【0043】比較例1 実施例1と同様にして、スパンボンド不織布の単糸繊度
を3.8デニール、目付を350g/m2 、パンチ密度
を90個/cm2 とし、厚さが3.2mmのスパンボン
ド不織布を得た。
Comparative Example 1 In the same manner as in Example 1, the single yarn fineness of the spunbonded nonwoven fabric was 3.8 denier, the basis weight was 350 g / m 2 , the punch density was 90 pieces / cm 2 , and the thickness was 3.2 mm. A spunbonded non-woven fabric was obtained.

【0044】比較例2 スパンボンド不織布の単糸繊度を4デニール、目付を3
50g/m2 、パンチ密度を100個/cm2 とした以
外は実施例1と同様にして、厚さが3.5mmのスパン
ボンド不織布を得た。次いで、ゴムの坪量を10g/m
2 として、スチレン−ブタジエンゴムをコーテイングし
た以外は実施例1と同様にし、比較例2のシートを得
た。
Comparative Example 2 Spunbonded nonwoven fabric has a single yarn fineness of 4 denier and a basis weight of 3
A spunbonded non-woven fabric having a thickness of 3.5 mm was obtained in the same manner as in Example 1 except that the density was 50 g / m 2 and the punch density was 100 pieces / cm 2 . Then, the basis weight of the rubber is 10 g / m
As 2 , the sheet of Comparative Example 2 was obtained in the same manner as in Example 1 except that styrene-butadiene rubber was coated.

【0045】比較例3 スパンボンド不織布の単糸繊度を3.5デニール、目付
を350g/m2 、パンチ密度を80個/cm2 とした
以外は実施例2と同様にして、厚さが3.2mmのスパ
ンボンド不織布を得た。次いで、前記で得られた不織布
の片面に、含浸法によりアクリル樹脂を坪量100g/
2 で付着した以外は実施例1と同様にして比較例3の
シートを得た。
Comparative Example 3 The thickness of the spunbonded nonwoven fabric was 3 in the same manner as in Example 2 except that the single yarn fineness was 3.5 denier, the basis weight was 350 g / m 2 , and the punch density was 80 pieces / cm 2. A 0.2 mm spunbonded nonwoven fabric was obtained. Then, one side of the non-woven fabric obtained above was coated with an acrylic resin by an impregnation method in a basis weight of 100 g /
A sheet of Comparative Example 3 was obtained in the same manner as in Example 1 except that the sheet was attached by m 2 .

【0046】比較例4 スパンボンド不織布の単糸繊度を4.0デニール、目付
を200g/m2 、パンチ密度を65個/cm2 とした
以外は実施例1と同様にして、厚さが3.0mmのスパ
ンボンド不織布を得た。次いで、ゴムの坪量を50g/
2 として、スチレン−ブタジエンゴムをコーテイング
した以外は実施例1と同様にし、比較例4のシートを得
た。
Comparative Example 4 The thickness of the spunbonded nonwoven fabric was 3 in the same manner as in Example 1 except that the single yarn fineness was 4.0 denier, the basis weight was 200 g / m 2 , and the punch density was 65 pieces / cm 2. A 0.0 mm spunbonded non-woven fabric was obtained. Next, the basis weight of the rubber is 50 g /
A sheet of Comparative Example 4 was obtained in the same manner as in Example 1 except that styrene-butadiene rubber was coated as m 2 .

【0047】比較例5 スパンボンド不織布の単糸繊度を4.0デニール、目付
を320g/m2 、パンチ密度を170個/cm2 とし
た以外は実施例1と同様にして、厚さが2.0mmのス
パンボンド不織布を得た。次いで、ゴムの坪量を50g
/m2 として、スチレン−ブタジエンゴムをコーテイン
グした以外は実施例1と同様にし、比較例5のシートを
得た。
[0047] Comparative Example 5 single fineness of 4.0 denier spunbonded nonwoven, 320 g / m 2 basis weight, except that the punch density was 170 / cm 2 or in the same manner as in Example 1, a thickness of 2 A 0.0 mm spunbonded non-woven fabric was obtained. Next, weigh 50 g of rubber
/ M 2 , the sheet of Comparative Example 5 was obtained in the same manner as in Example 1 except that styrene-butadiene rubber was coated.

【0048】以上の各特性値を表1に示した。Table 1 shows each of the above characteristic values.

【0049】[0049]

【表1】 [Table 1]

【0050】実施例1〜4のシートは、1.5kg重/
5cm幅の荷重を7日間印加した後の伸長率が小さく、
伸びの極めて少ないものであった。よって、実際に寒冷
地におけるトンネル内の湧水排出用シートとして使用し
ても、保温層の荷重によってたるむことなく、良好にか
つ効率良く排水を行うことができ、コンクリート打設時
に支障をきたさずコンクリートがうまく塗布できるもの
である。
The sheets of Examples 1 to 4 have a weight of 1.5 kg /
The elongation is small after applying a load of 5 cm width for 7 days,
The growth was extremely low. Therefore, even if it is actually used as a sheet for discharging spring water in a tunnel in cold regions, it can drain water satisfactorily and efficiently without sagging due to the load of the heat insulation layer, and it does not hinder concrete placement. Concrete can be applied well.

【0051】比較例1のスパンボンド不織布は、導水層
が設けられていないので1.5kg重/5cm幅の荷重
を7日間印加した後の伸長率が大きく、伸びの大きいも
のであった。よって、実際に寒冷地におけるトンネル内
の湧水排出用シートとして使用しても、保温層の荷重に
耐えられずたるみが生じ、コンクリート打設がうまく行
えないものである。
Since the spunbonded nonwoven fabric of Comparative Example 1 was not provided with the water guiding layer, it had a large elongation rate and a large elongation after a load of 1.5 kg weight / 5 cm width was applied for 7 days. Therefore, even if it is actually used as a spring water discharge sheet in a tunnel in a cold region, the load cannot be withstood by the heat insulating layer, causing slack, and concrete pouring cannot be performed well.

【0052】比較例2のシートは、コーティングしたゴ
ムの坪量が少なかったため1.5kg重/5cm幅の荷
重を7日間印加した後の伸長率が大きく、伸びの大きい
ものであった。よって、実際に寒冷地におけるトンネル
内の湧水排出用シートとして使用しても、保温層の荷重
に耐えられずたるみが生じ、コンクリート打設がうまく
行えないものである。
The sheet of Comparative Example 2 had a large elongation after a load of 1.5 kg weight / 5 cm width was applied for 7 days because the basis weight of the coated rubber was small and the elongation was large. Therefore, even if it is actually used as a spring water discharge sheet in a tunnel in a cold region, the load cannot be withstood by the heat insulating layer, causing slack, and concrete pouring cannot be performed well.

【0053】比較例3のシートは、1.5kg重/5c
m幅の荷重を7日間印加した後の伸長率は小さく、伸び
の少ないものであった。しかし、アクリル樹脂が不織布
の厚さ全体に浸透しており、不織布の構成繊維間の空隙
が埋められた状態となっていたので、実際に寒冷地にお
けるトンネル内の湧水排出用シートとして使用しても、
トンネル内の湧水の排水性が悪く、トンネル内の湧水排
出用として使用できるシートではないものであった。
The sheet of Comparative Example 3 has a weight of 1.5 kg / 5c.
The elongation ratio after applying a load of m width for 7 days was small and the elongation was small. However, the acrylic resin had penetrated the entire thickness of the non-woven fabric, and the voids between the constituent fibers of the non-woven fabric had been filled, so it was actually used as a spring water discharge sheet in tunnels in cold regions. Even
The drainage of the spring water in the tunnel was poor, and it was not a sheet that could be used for discharging the spring water in the tunnel.

【0054】比較例4のシートは、不織布の目付が30
0g/m2 未満であるために、十分な強度を有さず、
1.5kg重/5cm幅の荷重を7日間印加した後の伸
長率が大きく、伸びの大きいものであった。よって、実
際に寒冷地におけるトンネル内の湧水排出用シートとし
て使用しても、たるみが生じて、コンクリート打設がう
まく施工できないものである。
The sheet of Comparative Example 4 had a nonwoven fabric weight of 30.
Since it is less than 0 g / m 2, it does not have sufficient strength,
The elongation rate was large after applying a load of 1.5 kg weight / 5 cm width for 7 days, and the elongation was large. Therefore, even if it is actually used as a spring water discharge sheet in a tunnel in a cold region, slack occurs, and concrete pouring cannot be performed successfully.

【0055】比較例5のシートは、1.5kg重/5c
m幅の荷重を7日間印加した後の伸長率が小さく、伸び
の少ないものであった。しかし不織布の厚みが小さいた
めに、実際に寒冷地におけるトンネル内の湧水排出用シ
ートとして使用しても、トンネル内の湧出水の排水性が
悪く、トンネル内の湧水排出用として使用できるシート
ではない。
The sheet of Comparative Example 5 has a weight of 1.5 kg / 5c.
The elongation rate was small after applying an m-width load for 7 days, and the elongation was small. However, since the thickness of the nonwoven fabric is small, even if it is actually used as a sheet for discharging spring water in a tunnel in cold regions, the drainage of the spring water in the tunnel is poor and it can be used as a sheet for discharging spring water in the tunnel. is not.

【0056】[0056]

【発明の効果】従来のニードルパンチ加工のみの不織シ
ートでは、ニードルパンチ処理の条件をいかに設定しよ
うとも、前記定荷重印加後での伸長率を2%以下とする
ことは難しく、不織布が保温層の重さに耐えられず伸び
によるたるみを防ぐことが困難であった。これに対し、
本発明のシートでは、樹脂またはゴムからなる導水層が
設けられているので、1.5kg重/5cm幅の定荷重を
7日間印加後の伸びが2%以下であり、従来の不織布に
比べて定荷重下での伸長率が小さいので、寒冷地で使用
し、保温層を設けた場合でも、保温層による荷重がかか
るがシートが伸びてたるむことはない。また、さらに他
面に疎水性の樹脂またはゴムからなる遮水層が設けられ
た本発明のシートは、さらに定荷重下での伸長率が小さ
く、寒冷地で使用し、保温層を設けた場合でも、保温層
による荷重がかかるがシートが伸びてたるむことはな
く、不透水性シートを配する手間がかからない。
EFFECTS OF THE INVENTION In a conventional non-woven sheet only subjected to needle punching, it is difficult to keep the elongation rate below 2% after applying the constant load, no matter how the needle punching conditions are set, and the nonwoven fabric is kept warm. It was difficult to withstand the weight of the layer and it was difficult to prevent the slack due to stretching. In contrast,
Since the sheet of the present invention is provided with the water-conducting layer made of resin or rubber, the elongation after applying a constant load of 1.5 kg weight / 5 cm width for 7 days is 2% or less, which is higher than that of the conventional nonwoven fabric. Since the elongation rate under a constant load is small, even if the sheet is used in a cold region and a heat retaining layer is provided, the load is applied by the heat retaining layer but the sheet does not stretch and sag. Further, the sheet of the present invention further provided with a water blocking layer made of a hydrophobic resin or rubber on the other surface has a small elongation rate under constant load, and is used in a cold region, and is provided with a heat insulating layer. However, although the load is applied by the heat retaining layer, the sheet does not stretch and sag, and it does not take time and effort to arrange the water impermeable sheet.

【0057】したがって、本発明のシートは、良好な排
水機能を果たせ、かつコンクリート打設時に支障をきた
すことのない。
Therefore, the sheet of the present invention has a good drainage function and does not cause any trouble during concrete pouring.

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

【図1】本発明の湧出水排出用シートの一例を示す断面
図である。
FIG. 1 is a cross-sectional view showing an example of a spring water discharge sheet of the present invention.

【図2】本発明の湧出水排出用シートの他の例を示す断
面図である。
FIG. 2 is a cross-sectional view showing another example of the spring water discharge sheet of the present invention.

【図3】本発明の湧出水排出用シートを実際に寒冷地に
おけるトンネル内の湧出水排出のために使用した一例を
示す断面図である。
FIG. 3 is a cross-sectional view showing an example in which the sheet for discharging spring water of the present invention is actually used for discharging spring water in a tunnel in a cold region.

【符号の説明】[Explanation of symbols]

1:トンネル内の湧出水排出用シート 2:不織布 3:樹脂またはゴムからなる導水層 4:疎水性の樹脂またはゴムからなる遮水層 5:保温層 6:コンクリート 1: Sheet for discharging spring water in a tunnel 2: Nonwoven fabric 3: Water-conducting layer made of resin or rubber 4: Impermeable layer made of hydrophobic resin or rubber 5: Heat insulating layer 6: Concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 目付が300g/m2 以上、かつ厚みが
3mm以上のニードルパンチ不織布の片面に樹脂または
ゴムからなる導水層が設けられてなるシートであって、
1.5kg重/5cm幅の定荷重を7日間印加後の伸長
率が2%以下で、かつシート面方向の透水係数が1.0
×10-1cm/sec以上であることを特徴とするトン
ネル内の湧出水排出用シート。
1. A sheet comprising a needle punched non-woven fabric having a basis weight of 300 g / m 2 or more and a thickness of 3 mm or more and a water-conducting layer made of resin or rubber provided on one side of the nonwoven fabric.
The extension rate after applying a constant load of 1.5 kg weight / 5 cm width for 7 days is 2% or less, and the water permeability coefficient in the sheet surface direction is 1.0.
A sheet for discharging spring water in a tunnel, characterized by having a density of × 10 -1 cm / sec or more.
【請求項2】 目付が300g/m2 以上、かつ厚みが
3mm以上のニードルパンチ不織布の片面に樹脂または
ゴムからなる導水層が設けられ、他面に疎水性の樹脂ま
たはゴムからなる遮水層が設けられたシートであって、
1.5kg重/5cm幅の定荷重を7日間印加後の伸長
率が2%以下で、かつシート面方向の透水係数が1.0
×10-1cm/sec以上であることを特徴とするトン
ネル内の湧出水排出用シート。
2. A water-permeable layer made of resin or rubber is provided on one surface of a needle punched nonwoven fabric having a basis weight of 300 g / m 2 or more and a thickness of 3 mm or more, and a water-permeable layer made of hydrophobic resin or rubber on the other surface. A sheet provided with,
The extension rate after applying a constant load of 1.5 kg weight / 5 cm width for 7 days is 2% or less, and the water permeability coefficient in the sheet surface direction is 1.0.
A sheet for discharging spring water in a tunnel, characterized by having a density of × 10 -1 cm / sec or more.
JP6263876A 1994-10-27 1994-10-27 Sheet for discharging spring water in tunnel Pending JPH08121094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6263876A JPH08121094A (en) 1994-10-27 1994-10-27 Sheet for discharging spring water in tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6263876A JPH08121094A (en) 1994-10-27 1994-10-27 Sheet for discharging spring water in tunnel

Publications (1)

Publication Number Publication Date
JPH08121094A true JPH08121094A (en) 1996-05-14

Family

ID=17395474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6263876A Pending JPH08121094A (en) 1994-10-27 1994-10-27 Sheet for discharging spring water in tunnel

Country Status (1)

Country Link
JP (1) JPH08121094A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100490515B1 (en) * 2002-10-24 2005-05-17 주식회사 대한아이엠 High-tenacity high-modulus drainage filter and preparation thereof
JP2018040201A (en) * 2016-09-09 2018-03-15 株式会社ビーエスアイ Composite waterproofing and heat insulation sheet and waterproofing sheet for tunnel, and installation method of composite sheet
DE102009019364B4 (en) 2009-04-29 2018-12-20 Liebherr-Hausgeräte Ochsenhausen GmbH Fridge and / or freezer
JP2021059933A (en) * 2019-10-09 2021-04-15 藤森工業株式会社 Waterproof sheet for tunnel

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100490515B1 (en) * 2002-10-24 2005-05-17 주식회사 대한아이엠 High-tenacity high-modulus drainage filter and preparation thereof
DE102009019364B4 (en) 2009-04-29 2018-12-20 Liebherr-Hausgeräte Ochsenhausen GmbH Fridge and / or freezer
JP2018040201A (en) * 2016-09-09 2018-03-15 株式会社ビーエスアイ Composite waterproofing and heat insulation sheet and waterproofing sheet for tunnel, and installation method of composite sheet
JP2021059933A (en) * 2019-10-09 2021-04-15 藤森工業株式会社 Waterproof sheet for tunnel

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