JP2000080896A - Drain material - Google Patents

Drain material

Info

Publication number
JP2000080896A
JP2000080896A JP10249481A JP24948198A JP2000080896A JP 2000080896 A JP2000080896 A JP 2000080896A JP 10249481 A JP10249481 A JP 10249481A JP 24948198 A JP24948198 A JP 24948198A JP 2000080896 A JP2000080896 A JP 2000080896A
Authority
JP
Japan
Prior art keywords
water
dimensional structure
sheet
drainage material
concrete
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
JP10249481A
Other languages
Japanese (ja)
Inventor
Hisashi Kawai
寿 河合
Shoji Tsukata
彰司 柄田
Atsushi Matsushita
厚 松下
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.)
Maeda Kosen Co Ltd
Original Assignee
Maeda Kosen Co 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 Maeda Kosen Co Ltd filed Critical Maeda Kosen Co Ltd
Priority to JP10249481A priority Critical patent/JP2000080896A/en
Publication of JP2000080896A publication Critical patent/JP2000080896A/en
Pending legal-status Critical Current

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Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent concrete from entering by arranging fiber structures having water repellent performance in both sides of a three-dimensional structure formed by twining bristle yarn between an impermeable sheet and a permeable sheet into a Roman figure III shape. SOLUTION: A belt-shaped impermeable sheet 18 and a permeable sheet 32 are faced to each other and a long crimped bristle yarn is twined between the both sheets 18, 32 so as to form a three-dimensional structure 14. Fiber structures 33, 33 having water repellent performance are arranged into a Roman figure III shape with the three-dimensional structure 14 set in the center so that the three-layer structured or a sandwich structured drain material 31 is constituted. Among the fiber structures 33 are a nonwoven fabric composed of a fiber having water repellent performance such as polyolefine adding no oil, tow, and felt. This constitution can prevent concrete from entering into the three-dimensional structure 14, when the concrete is placed between a shotcrete surface and a form.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、湧水を逃がすた
め、トンネル覆工裏面に埋設させる排水材に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage material buried on the back of a tunnel lining to release spring water.

【0002】[0002]

【従来の技術】トンネルの漏水,湧水は、トンネルの耐
久性を著しく損なうとともに、トンネル内設備の維持・
営繕費の増加をきたすので、防水工には入念な設計・施
工が要求される。従来、漏水,湧水を逃がすためには、
図4に示すように、トンネル覆工裏面11に約4〜5m
の間隔で竪排水用の排水材12を埋設するとともに、各
排水材12どうしを接続させる縦断排水用の排水材13
を埋設することが行われている。これらの排水材12,
13は、例えば、合成樹脂製の捲縮剛毛糸を熱固定させ
て製造した立体構造体からなり、これらの排水材12,
13内に湧き出た地下水の一部は、トンネル内に設けた
横断排水管15およびトンネル内に設置した第1のセン
タードレーン16を通って系外に排出され、残りの地下
水は、トンネルの外側に設けた第2のセンタードレーン
17を通って系外に排出されるようになっている。
2. Description of the Related Art Leakage and spring water in a tunnel significantly impairs the durability of the tunnel and maintains and maintains the equipment in the tunnel.
Careful design and construction are required for waterproofing because of the increase in maintenance costs. Conventionally, in order to escape leakage and spring water,
As shown in FIG. 4, about 4 to 5 m
The drainage material 12 for vertical drainage is buried at intervals of the drainage, and the drainage material 13 for vertical drainage connecting the drainage materials 12 to each other.
It is being buried. These drainage materials 12,
Reference numeral 13 denotes, for example, a three-dimensional structure manufactured by heat-setting a crimped bristle thread made of a synthetic resin.
Part of the groundwater that has flowed out into the tunnel 13 is discharged out of the system through the cross drainage pipe 15 provided in the tunnel and the first center drain 16 provided in the tunnel, and the remaining groundwater is discharged outside the tunnel. The air is discharged out of the system through the provided second center drain 17.

【0003】ところで、トンネル覆工裏面に排水材を埋
設する場合に、図5に示すように、立体構造体14の片
側に遮水シート18を貼りつけた、いわゆる片透水型排
水材19を吹きつけコンクリート面20に押し当てたの
ち、遮水シート18の上に鉄またはプラスチック製の押
さえ板21を重ね、釘22にて押さえ板21および遮水
シート18を吹きつけコンクリート面20に固定する
と、押さえ板21が剛性を持っているため、遮水シート
18がその全長にわたって吹きつけコンクリート面20
に密着し難い。
When a drainage material is buried on the back side of a tunnel lining, as shown in FIG. 5, a so-called one-permeation type drainage material 19 in which a waterproof sheet 18 is adhered to one side of a three-dimensional structure 14 is blown. After pressing against the concrete surface 20, an iron or plastic holding plate 21 is overlaid on the water-blocking sheet 18, and the holding plate 21 and the water-blocking sheet 18 are blown with nails 22 and fixed to the concrete surface 20. Since the holding plate 21 is rigid, the water-impervious sheet 18 is sprayed over the entire length of the concrete surface 20.
Difficult to adhere to.

【0004】従って、吹きつけコンクリート面20と型
枠23の間にコンクリート(図示せず)を打ち込んだと
きに、コンクリートが、矢印Aで示すように、遮水シー
ト10の裏面から回り込んで立体構造体14内に侵入す
る。こうなると、立体構造体14の空隙がコンクリート
で埋まるため、立体構造体14が、排水材としての用を
なさなくなる、という問題が生ずる。
Accordingly, when concrete (not shown) is poured between the sprayed concrete surface 20 and the formwork 23, the concrete wraps around from the back surface of the water-impermeable sheet 10 as shown by the arrow A, and becomes three-dimensional. It penetrates into the structure 14. In this case, since the voids of the three-dimensional structure 14 are filled with concrete, there is a problem that the three-dimensional structure 14 is no longer useful as a drainage material.

【0005】[0005]

【発明が解決しようとする課題】本発明は、係る従来の
問題に鑑みてなされたものであり、その目的とするとこ
ろは、吹きつけコンクリート面と型枠との間にコンクリ
ートを打ち込んだときに、コンクリートが立体構造体内
に侵入するのを防止できる排水材を提供することにあ
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to provide a method in which concrete is poured between a sprayed concrete surface and a formwork. Another object of the present invention is to provide a drainage material capable of preventing concrete from entering a three-dimensional structure.

【0006】[0006]

【課題を解決するための手段】本発明は、遮水シートと
透水シートとを対面させ、両シートに挟まれて長い捲縮
した剛毛糸を絡めてなる立体構造体とその両側に撥水性
を有する繊維構造体を川の字形に配したことを特徴とす
る排水材に関する。上記立体構造体は、その断面が多角
形または円形であることが好ましい。また、上記撥水性
を有する繊維構造体は、油剤が付与されていないポリオ
レフィン繊維からなることが好ましい。さらに、上記繊
維構造体は、ポリオレフィン繊維以外の撥水加工されて
いる通常の繊維からなるものも好ましい。
According to the present invention, there is provided a three-dimensional structure comprising a water-impervious sheet and a water-permeable sheet facing each other, a long crimped bristle thread interposed between the sheets, and water repellency on both sides thereof. The present invention relates to a drainage material characterized by having a fiber structure having a river shape. It is preferable that the three-dimensional structure has a polygonal or circular cross section. The water-repellent fiber structure is preferably made of a polyolefin fiber to which no oil agent is applied. Further, it is preferable that the fibrous structure is made of ordinary water-repellent fibers other than polyolefin fibers.

【0007】このように、遮水シートと透水シートとを
対面させ、両シートに挟まれて長い捲縮した剛毛糸を絡
めてなる立体構造体とその両側に撥水性を有する繊維構
造体を川の字形に配したことにより、排水材を繊維構造
体が取り付けられている遮水シート部分の上に鉄または
プラスチック製の押さえ板をあてがって釘などにより遮
水シートを吹きつけコンクリート面に固定すると、繊維
構造体の存在により、遮水シートと吹きつけコンクリー
ト面との間に隙間がなくなる一方、繊維構造体が撥水性
を有しているため、繊維構造体によってコンクリートの
侵入が阻止できる。また、本発明は、遮水シートと透水
シートで立体構造体と繊維構造体を挟んで取り付けてサ
ンドイッチ構造にしている。このように、遮水シートと
透水シートで立体構造体と繊維構造体を挟んで取り付け
てサンドイッチ構造にすることにより、上記の作用に加
え、排水材の取り扱いが容易になる。
As described above, a three-dimensional structure in which a water-impervious sheet and a water-permeable sheet face each other, a long crimped bristle thread is sandwiched between the two sheets, and a fibrous structure having water repellency on both sides of the three-dimensional structure. When the drainage material is fixed to the concrete surface by spraying a water-impervious sheet with nails or the like, applying a drainage material to the water-impervious sheet part where the fiber structure is attached, The presence of the fibrous structure eliminates a gap between the impermeable sheet and the sprayed concrete surface, while the fibrous structure has water repellency, so that the intrusion of concrete can be prevented by the fibrous structure. Further, in the present invention, a three-dimensional structure and a fibrous structure are sandwiched between the water-permeable sheet and the water-permeable sheet to form a sandwich structure. As described above, by attaching the three-dimensional structure and the fibrous structure to each other by sandwiching the three-dimensional structure and the fibrous structure with the water-permeable sheet and the water-permeable sheet, the drainage material can be easily handled in addition to the above-described operation.

【0008】[0008]

【発明の実施の形態】以下、図面により本発明の実施の
形態を説明する。図1は本発明に係る排水体の横断面
図、図2は本発明に係る排水体の一部断面を含む正面図
であり、排水体31は、帯状の遮水シート18と透水シ
ート32との間に、長い捲縮した剛毛糸を絡めてなる立
体構造体14、および撥水性を有する繊維構造体33
を、立体構造体14を真ん中にして川の字状に配した3
層構造またはサンドイッチ構造になっている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view of a drainage body according to the present invention, and FIG. 2 is a front view including a partial cross-section of the drainage body according to the present invention. The drainage body 31 has a strip-shaped impermeable sheet 18 and a water-permeable sheet 32. A three-dimensional structure 14 entangled with a long crimped bristle yarn, and a fibrous structure 33 having water repellency.
Are arranged in a river shape with the three-dimensional structure 14 in the middle 3
It has a layer structure or a sandwich structure.

【0009】立体構造体14は、遮水シート18の背面
に接着剤により貼り付けられ、繊維構造体33は、遮水
シート18と透水シート32との間に縫着されている。
遮水シート18は、遮水性を有し、コンクリート打設時
に破損しない強度と伸びを有し、耐久性、施工性のよい
ものであればよい。通常、エチレン・酢酸ビニル(EV
A)やポリ塩化ビニル(PVC)のシートが使用され
る。透水シート32は、例えば、ポリエステルやポリプ
ロピレン製の不織布や網状物など、透水性を有するもの
が好ましく使用される。
The three-dimensional structure 14 is adhered to the back surface of the waterproof sheet 18 with an adhesive, and the fibrous structure 33 is sewn between the waterproof sheet 18 and the transparent sheet 32.
The water-blocking sheet 18 may be any as long as it has water-blocking properties, has strength and elongation that does not break when casting concrete, and has good durability and workability. Usually, ethylene / vinyl acetate (EV
A) or polyvinyl chloride (PVC) sheets are used. As the water-permeable sheet 32, for example, a water-permeable sheet such as a nonwoven fabric or a mesh made of polyester or polypropylene is preferably used.

【0010】また、立体構造体14は、例えば、繊度
4,900デニールのポリエステル製の剛毛糸に融点1
40〜160℃のポリブタジエン系樹脂を表面塗布して
得られる繊度10,000デニールの被覆剛毛糸を押込
みローラにて押込み箱に押し込むことにより捲縮付与さ
れた捲縮剛毛糸を、密度0.05g/cm2 で加圧充填
してヘチマの如き多孔質構造を有する立体構造体の中間
体を形成し、その後、これを被覆樹脂のみが溶融する温
度(例えば、180℃)で数分間(例えば、2分間)加
熱し、捲縮剛毛糸の各接点を熱固定したものが好ましく
使用される。なお、剛毛糸の素材に、ナイロン6、ナイ
ロン6,6などのポリアミド、ポリプロピレン、ポリエ
チレンなどのポリオレフィンなど、他の合成樹脂も使用
可能であり、かつ表面塗布する樹脂の材質もポリブタジ
エン系に限定されないとともに、この捲縮剛毛糸の繊度
も約2,500〜10,000デニール程度の任意のも
のを利用可能である(なお、弾性強度的には5,000
〜10,000デニールのものが良好である)。さら
に、この立体構造体14を構成する捲縮剛毛糸の充填密
度は、前記する0.05g/cm2 のものに限らず、約
0.035〜0.060g/cm2 程度のものであれば
任意選定可能であり、かつこの捲縮剛毛糸の糸構造も、
前記ポリエステル製の剛毛糸にポリブタジエン系樹脂を
表面塗布して成型したものに限らず、鞘成分/芯成分と
してナイロン/ポリエステル、ポリエチレン/ナイロ
ン、ポリブチレンテレフタレート/ポリエチレンテレフ
タレート、ポリ塩化ビニル/ポリエステル、ポリプロピ
レン/ポリエステルなどの低融点成分/高融点成分を組
み合わせたいわゆるシースコア型複合繊維ばかりでな
く、一方の成分(低融点成分)/他方の成分(高融点成
分)の構成としてポリブチレンテレフタレート/ポリエ
チレンテレフタレートなどの性質の類似する2種の合成
繊維成分をサイドバイサイド型に連続成型してなるいわ
ゆるサイドバイサイド型複合繊維とすることも可能であ
る。要は、耐圧性、透水性に富み、かつ、できるだけ軽
量のものであればよい。
The three-dimensional structure 14 is made of, for example, polyester bristles having a fineness of 4,900 denier and a melting point of 1%.
The coated bristle yarn having a fineness of 10,000 denier obtained by surface-coating a polybutadiene-based resin at 40 to 160 ° C. is pressed into a pressing box with a pressing roller to obtain a crimped bristle yarn having a density of 0.05 g. / Cm 2 to form an intermediate of a three-dimensional structure having a porous structure such as luffa, which is then filled at a temperature at which only the coating resin is melted (eg, 180 ° C.) for several minutes (eg, Heated for 2 minutes) and heat-fixed each contact of crimped bristle yarn is preferably used. In addition, other synthetic resins such as polyamides such as nylon 6 and nylon 6,6 and polyolefins such as polypropylene and polyethylene can be used as the material of the bristle yarn, and the material of the resin applied to the surface is not limited to polybutadiene. In addition, any fineness of the crimped bristle yarn of about 2,500 to 10,000 denier can be used (the elastic strength is 5,000).
-10,000 denier is good). Further, the packing density of the crimp rigid yarn constituting the three-dimensional structure 14 is not limited to the to 0.05 g / cm 2, as long as the order of about 0.035~0.060g / cm 2 It can be selected arbitrarily, and the yarn structure of this crimped bristle yarn is also
The polyester bristle yarn is not limited to one formed by applying a polybutadiene-based resin to the surface, and may be nylon / polyester, polyethylene / nylon, polybutylene terephthalate / polyethylene terephthalate, polyvinyl chloride / polyester, polypropylene as a sheath / core component. Not only so-called sea core type conjugate fibers combining low melting point component such as polyester / high melting point component, but also polybutylene terephthalate / polyethylene terephthalate as one component (low melting point component) / other component (high melting point component) It is also possible to obtain a so-called side-by-side type composite fiber obtained by continuously molding two types of synthetic fiber components having similar properties into a side-by-side type. In short, it is only necessary that the material has excellent pressure resistance and water permeability and is as light as possible.

【0011】立体構造体の断面は多角形または円形であ
り、多角形としては三角形、四角形、五角形、六角形な
どが挙げられるが、中でも三角形、四角形が好ましく、
さらに好ましくは四角形、特に好ましくは長方形であ
る。繊維構造体33としては、排水材が吹きつけコンク
リート面に密着固定されコンクリートの侵入を阻止する
ような弾力性を有するものが好ましい。例えば、ポリオ
レフィン(油剤無し)など、撥水性を有する繊維からな
る不織布やトウ、フエルトなどが好ましく使用される。
繊維構造体33としては、そのほか、フッ素系樹脂やシ
リコーン系樹脂で撥水処理された通常の繊維、例えばポ
リオレフィン、ポリアミド、ポリエステルなどの素材も
採用することができる。繊維構造体の断面は、本発明の
効果を有するものであればどのような形状でも良い。
The cross section of the three-dimensional structure is a polygon or a circle. Examples of the polygon include a triangle, a quadrangle, a pentagon, and a hexagon. Among them, a triangle and a quadrangle are preferable.
More preferably, it is square, and particularly preferably rectangular. It is preferable that the fibrous structure 33 has elasticity so that the drainage material is sprayed onto the concrete surface so as to be tightly fixed to the concrete surface to prevent the concrete from entering. For example, a nonwoven fabric, tow, felt, or the like made of water-repellent fiber such as polyolefin (no oil agent) is preferably used.
In addition, as the fibrous structure 33, other materials such as ordinary fibers water-repellent with a fluorine-based resin or a silicone-based resin, such as polyolefin, polyamide, and polyester, can also be used. The cross section of the fiber structure may have any shape as long as it has the effects of the present invention.

【0012】次に、上記排水材の使用例について説明す
る。図3に示すように、吹きつけコンクリート面20に
排水材31を押し当てたのち(このとき、吹きつけコン
クリート面20に透水シート32側を押し当てる)、繊
維構造体33が縫着されている部分の遮水シート18の
上に鉄またはプラスチック製の押さえ板21を重ね、釘
22にて吹きつけコンクリート面20に排水材31を固
定する。すると、繊維構造体33の存在により、排水材
31がその全長にわたって吹きつけコンクリート面20
に密着固定される一方、繊維構造体33が撥水性を有し
ているため、吹きつけコンクリート面20と型枠23と
の間にコンクリート(図示せず)を打ち込んでもコンク
リート24が繊維構造体33に阻まれて立体構造体14
内に侵入するようなことがなくなる。以上の説明では、
上記排水材をトンネルに適用した場合について説明した
が、本発明の排水材は、トンネルに限らずコンクリート
を打って排水溝を構築する場合に広く適用できる。
Next, an example of use of the drainage material will be described. As shown in FIG. 3, after the drainage material 31 is pressed against the sprayed concrete surface 20 (at this time, the water-permeable sheet 32 is pressed against the sprayed concrete surface 20), the fiber structure 33 is sewn. An iron or plastic holding plate 21 is superimposed on the part of the water-impervious sheet 18, and the drainage material 31 is fixed to the concrete surface 20 by spraying with a nail 22. Then, due to the presence of the fibrous structure 33, the drainage material 31 is sprayed over the entire length of the concrete surface 20.
Since the fibrous structure 33 has water repellency, the concrete 24 is driven into the fibrous structure 33 even if concrete (not shown) is poured between the sprayed concrete surface 20 and the formwork 23. Three-dimensional structure 14
There is no intrusion inside. In the above explanation,
Although the case where the drainage material is applied to a tunnel has been described, the drainage material of the present invention can be widely applied not only to a tunnel but also to a case where a drain is constructed by driving concrete.

【0013】[0013]

【発明の効果】上記のように、本発明は、遮水シートと
透水シートとを対面させ、両シートに挟まれて長い捲縮
した剛毛糸を絡めてなる立体構造体とその両側に撥水性
を有する繊維構造体を川の字形に配したので、一体構造
となって取り扱い性がよいばかりでなく、繊維構造体の
存在により、遮水シートと吹きつけコンクリート面との
間に隙間がなくなる一方、繊維構造体が撥水性を有して
いるため、コンクリートの侵入を未然に阻止することが
できるようになった。また、本発明は、遮水シートと透
水シートとで立体構造体と繊維構造体を挟んでサンドイ
ッチ構造にしているため、上記の作用効果に加え、排水
材の取り扱いがより良好になり、施工性が向上するよう
になった。
As described above, the present invention provides a three-dimensional structure in which a water-impervious sheet and a water-permeable sheet face each other, and a long crimped bristle thread is entangled between the two sheets, and water repellency is provided on both sides thereof. The fiber structure having the shape of a river is arranged in the shape of a river, so that not only is it an integral structure and the handleability is good, but also because the presence of the fiber structure eliminates the gap between the impermeable sheet and the sprayed concrete surface Since the fibrous structure has water repellency, the intrusion of concrete can be prevented beforehand. In addition, the present invention has a sandwich structure in which the three-dimensional structure and the fibrous structure are sandwiched between the water impermeable sheet and the water permeable sheet. Began to improve.

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

【図1】本発明に係る排水材の横断面図である。FIG. 1 is a cross-sectional view of a drainage material according to the present invention.

【図2】本発明に係る排水材の一部断面を含む正面図で
ある。
FIG. 2 is a front view including a partial cross section of a drainage material according to the present invention.

【図3】本発明に係る排水材の使用例を示す説明図であ
る。
FIG. 3 is an explanatory view showing an example of use of a drainage material according to the present invention.

【図4】トンネルの斜視図である。FIG. 4 is a perspective view of a tunnel.

【図5】従来の排水材の使用例を示す説明図である。FIG. 5 is an explanatory view showing a usage example of a conventional drainage material.

【符号の説明】[Explanation of symbols]

14 立体構造体 18 遮水シート 32 透水シート 33 繊維構造体 14 three-dimensional structure 18 water-blocking sheet 32 water-permeable sheet 33 fiber structure

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松下 厚 福井県坂井郡春江町沖布目38号3番地 前 田工繊株式会社内 Fターム(参考) 2D055 BB02 CA01 CA02 CA03 DA02 HA02 KB11 KB16 LA03  ──────────────────────────────────────────────────続 き Continuation of the front page (72) Atsushi Matsushita Atsushi No. 38, Okushime 38, Harue-cho, Sakai-gun, Fukui Prefecture F-term in Maeda Kosen Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 遮水シートと透水シートとを対面させ、
両シートに挟まれて長い捲縮した剛毛糸を絡めてなる立
体構造体とその両側に撥水性を有する繊維構造体を川の
字形に配したことを特徴とする排水材。
1. A water-impervious sheet and a water-permeable sheet are opposed to each other,
A drainage material comprising a three-dimensional structure in which a long crimped bristle yarn is entangled between both sheets, and a fibrous structure having water repellency on both sides thereof is arranged in a river shape.
【請求項2】 立体構造体の断面が多角形または円形で
ある請求項1記載の排水材。
2. The drainage material according to claim 1, wherein the cross section of the three-dimensional structure is polygonal or circular.
【請求項3】 撥水性を有する繊維構造体が油剤を付与
されていないポリオレフィン繊維からなる請求項1また
は2記載の排水材。
3. The drainage material according to claim 1, wherein the water-repellent fibrous structure is made of a polyolefin fiber not provided with an oil agent.
【請求項4】 撥水性を有する繊維構造体がポリオレフ
ィン繊維以外の撥水加工されてなる繊維からなる請求項
1または2記載の排水材。
4. The drainage material according to claim 1, wherein the water-repellent fibrous structure is made of water-repellent fibers other than polyolefin fibers.
JP10249481A 1998-09-03 1998-09-03 Drain material Pending JP2000080896A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10249481A JP2000080896A (en) 1998-09-03 1998-09-03 Drain material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10249481A JP2000080896A (en) 1998-09-03 1998-09-03 Drain material

Publications (1)

Publication Number Publication Date
JP2000080896A true JP2000080896A (en) 2000-03-21

Family

ID=17193617

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10249481A Pending JP2000080896A (en) 1998-09-03 1998-09-03 Drain material

Country Status (1)

Country Link
JP (1) JP2000080896A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323794A (en) * 2000-05-12 2001-11-22 Osaka Bosui Constr Co Ltd Lining structure for tunnel structure
JP2015108235A (en) * 2013-12-04 2015-06-11 株式会社ケー・エフ・シー Water discharge sheet and tunnel water discharge structure
JP2015155626A (en) * 2014-02-21 2015-08-27 大成建設株式会社 Tunnel structure and lining back water pressure adjustment method
JP2017101450A (en) * 2015-12-01 2017-06-08 シーアイ化成株式会社 Waterproof sheet and waterproof structure of tunnel
WO2019187174A1 (en) * 2018-03-27 2019-10-03 正佳 近藤 Vacuum consolidation dredging method, tower air-tight loading caisson, and dedicated work ship

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001323794A (en) * 2000-05-12 2001-11-22 Osaka Bosui Constr Co Ltd Lining structure for tunnel structure
JP2015108235A (en) * 2013-12-04 2015-06-11 株式会社ケー・エフ・シー Water discharge sheet and tunnel water discharge structure
JP2015155626A (en) * 2014-02-21 2015-08-27 大成建設株式会社 Tunnel structure and lining back water pressure adjustment method
JP2017101450A (en) * 2015-12-01 2017-06-08 シーアイ化成株式会社 Waterproof sheet and waterproof structure of tunnel
WO2019187174A1 (en) * 2018-03-27 2019-10-03 正佳 近藤 Vacuum consolidation dredging method, tower air-tight loading caisson, and dedicated work ship

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