JPH0529280Y2 - - Google Patents

Info

Publication number
JPH0529280Y2
JPH0529280Y2 JP1298588U JP1298588U JPH0529280Y2 JP H0529280 Y2 JPH0529280 Y2 JP H0529280Y2 JP 1298588 U JP1298588 U JP 1298588U JP 1298588 U JP1298588 U JP 1298588U JP H0529280 Y2 JPH0529280 Y2 JP H0529280Y2
Authority
JP
Japan
Prior art keywords
mounting member
drain
tunnel
upper mounting
waterproof sheet
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.)
Expired - Lifetime
Application number
JP1298588U
Other languages
Japanese (ja)
Other versions
JPH0211900U (en
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 filed Critical
Priority to JP1298588U priority Critical patent/JPH0529280Y2/ja
Publication of JPH0211900U publication Critical patent/JPH0211900U/ja
Application granted granted Critical
Publication of JPH0529280Y2 publication Critical patent/JPH0529280Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、NATM工法によりトンネルを建設
する際に、一次覆工の表面に貼着した防水シート
の下端部に取付けて、地山からの流水を処理する
ための防水シートの流末処理装置に関するもので
ある。
[Detailed explanation of the invention] [Industrial application field] This invention is used to remove water from the ground by attaching it to the lower end of a waterproof sheet pasted on the surface of the primary lining when constructing a tunnel using the NATM construction method. The present invention relates to a waterproof sheet waste treatment device for treating running water.

〔従来の技術〕[Conventional technology]

一般に、NATM工法によりトンネルを建設す
るに際しては、まず、アーチ状に掘削した地山の
表面に吹き付け等によりコンクリートの一次覆工
を施工し、該一次覆工の表面に防水シートを貼付
け、該防水シートの下端部に硬質の塩化ビニル製
等の有孔管やコイル状、ヘチマ状等のドレン用材
にフイルター材として不織布を巻き付けたものを
巻き込んで流末処理を施した後、二次覆工を施工
しており、二次覆工の打設後に前記地山から湧水
があつても、該水を前記有孔管に流入させ、該有
孔管からT管等を介してドレン排出管から外部へ
排出させることにより、トンネル内への漏水を防
止するようにしている。
Generally, when constructing a tunnel using the NATM construction method, first a primary lining of concrete is constructed by spraying etc. on the surface of the ground excavated in the shape of an arch, and a waterproof sheet is pasted on the surface of the primary lining. A perforated pipe made of hard vinyl chloride or a coiled or loofah-shaped drain material wrapped around a non-woven fabric as a filter material is wrapped around the bottom end of the sheet, and a secondary lining is applied after the drainage treatment is carried out. Even if there is spring water from the ground after the secondary lining is placed, the water is allowed to flow into the perforated pipe, and from the perforated pipe through a T-pipe etc., it is discharged from the drain discharge pipe. By discharging water to the outside, water leakage into the tunnel is prevented.

また、トンネルは通常、その底部両側に側溝を
配設すると共にそれら側溝の上面に合せて道路の
舗装を行つており、地盤の状態によつてはトンネ
ルの強度を確保するために、二次覆工の両側壁下
端部をインバートにより接続し、該インバート上
に側溝を配設し、前記と同様にして舗装を行つて
いる。
In addition, tunnels usually have side gutters on both sides of the bottom, and the road is paved to match the top of these gutters.Depending on the ground condition, a secondary covering may be required to ensure the strength of the tunnel. The lower ends of both side walls of the pavement are connected by inverts, gutters are placed on the inverts, and paving is carried out in the same manner as described above.

而して、実際にトンネルを構築する場合、一次
覆工を施工してその表面に防水シートを貼着した
後、二次覆工を施工するか、又はインバートを施
工して、二次覆工をその側壁下端部を前記インバ
ートに接続させるように施工しており、二次覆工
の施工後、トンネルの底部上又は前記インバート
上に側溝を配設すると共に道路の舗装を施工して
いるが、従来は防水シートの貼着後、硬質塩化ビ
ニル管等の可撓性のない直管から成るドレン排出
管を防水シートの排水部に接続し、該ドレン排出
管の先端部をセンタードレンに接続して排水する
ようにしている。
Therefore, when actually constructing a tunnel, the primary lining is constructed and a waterproof sheet is pasted on its surface, and then the secondary lining is constructed, or an invert is constructed and the secondary lining is constructed. The lower end of the side wall is connected to the invert, and after the secondary lining is installed, a gutter is installed on the bottom of the tunnel or on the invert, and the road is paved. Conventionally, after pasting the waterproof sheet, a drain discharge pipe made of a straight, non-flexible pipe such as a hard PVC pipe was connected to the drainage part of the waterproof sheet, and the tip of the drain discharge pipe was connected to the center drain. I try to drain it.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

然し乍ら、一般に、一次覆工はその表面が平滑
でなく、凹凸が多いため、上記の手段では施工時
に手間がかかるばかりでなく、流末処理を施した
部分が一次覆工の表面に馴染まないので、二次覆
工のためのコンクリートを打設した場合、コンク
リートの衝撃により防水シートの下端部辺がめく
られ、該コンクリートがドレン排出管と一次覆工
との間に入り込んで、二次覆工施工後、防水シー
トの上部から流下してきた湧水等が排出管に流れ
込まずに二次覆工内に入り込み、その表面に漏出
するという問題点がある。
However, in general, the surface of the primary lining is not smooth and has many irregularities, so the above method not only takes time and effort during construction, but also causes the treated part to not blend into the surface of the primary lining. When concrete is poured for the secondary lining, the lower edge of the waterproof sheet is peeled off by the impact of the concrete, and the concrete gets between the drain discharge pipe and the primary lining, causing the secondary lining to be damaged. After construction, there is a problem in that spring water, etc. that flows down from the top of the tarpaulin sheet does not flow into the discharge pipe, but enters the secondary lining and leaks onto its surface.

また、上述の従来のドレン排出管の取付方では
二次覆工を施工した後、トンネルの底部上又はイ
ンバート上に側溝を配設したり道路の舗装を行う
際に、ドレン排出管が邪魔になつて側溝を設置す
ることが出来ない場合が多く、このような場合、
側溝の底部を削り落して前記排出管を通すように
しているが、これでは側溝の強度を低下させるば
かりでなく、側溝を傷つけて漏水を招来したり、
排出管を傷つけて漏水を招来し、側溝の上面に合
せて舗装した道路面が水圧により浮き上がる等の
事故の起るおそれがあるという問題点もある。こ
のような問題点はトンネルの二次覆工を施工する
までの業者と側溝の配設及び舗装施工の業者が異
なることに起因するものであり、解決の困難なも
のとされている。
In addition, with the conventional method of installing the drain discharge pipe described above, after constructing the secondary lining, the drain discharge pipe becomes obstructive when installing gutters on the bottom of the tunnel or on the invert, or when paving the road. In many cases, it is not possible to install sloped gutters, and in such cases,
The bottom of the side gutter is ground down to allow the drain pipe to pass through, but this not only reduces the strength of the gutter, but also damages the gutter and causes water leakage.
There is also the problem that the drain pipes may be damaged, causing water leakage, and there is a risk of accidents such as the road surface, which has been paved to match the top of the gutter, being lifted up by the water pressure. These problems are difficult to solve because the contractor who constructs the secondary lining of the tunnel is different from the contractor who installs the gutter and performs the pavement construction.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は上述のような従来技術の問題点を解決
することの出来る防水シート用の流末材を提供す
ることを目的としてなされたもので、その構成
は、防水性シートから成る適宜幅、適宜長さの上
部取付部材の下端部に、不織布、織物、編物等か
ら成るフイルター用材を接合すると共に前記上部
取付部材の下部で前記フイルター用材取付部の上
部に下部取付部材の上端部を水密に取付けて成る
流末処理材本体と、硬質の塩化ビニル有孔管、コ
イル材、ヘチマ状材等の通水性条材から成るドレ
ン用材とから成る防水シートの流末処理材の前記
上部取付部材の上端部をトンネルの一次覆工の表
面に貼着した防水シートの下端部に水密に定着し
て該上部取付部材の下部裏側に前記ドレン用材の
下半側を巻き込むと共に前記フイルター用材を前
記ドレン用材の上方に配してその端部を上部取付
部材の裏面に装着し、且つ下部取付部材をトンネ
ルの底部に固定して取付け、前記防水性シートの
ドレン用材に接する適宜の個所に可撓性を有する
ドレン排出管を水密に連結し、該ドレン排出管を
トンネルの底部又はトンネルの底部に設けたイン
バート上を這わせて固定すると共にその先端部を
センタードレンに接続するようにしたことを特徴
とするものである。
The present invention was made with the purpose of providing a waste material for a waterproof sheet that can solve the problems of the prior art as described above. A filter material made of nonwoven fabric, woven fabric, knitted fabric, etc. is joined to the lower end of the upper mounting member, and the upper end of the lower mounting member is watertightly attached to the upper part of the filter material mounting portion at the bottom of the upper mounting member. The upper end of the upper mounting member of the waterproof sheet waste treatment material, which consists of a waste treatment material main body consisting of a waste treatment material body, and a drain material made of a water-permeable strip material such as a hard vinyl chloride perforated pipe, a coil material, a loofah-shaped material, etc. The part is watertightly fixed to the lower end of the waterproof sheet attached to the surface of the primary lining of the tunnel, and the lower half of the drain material is wrapped around the lower back side of the upper mounting member, and the filter material is attached to the bottom of the drain material. The waterproof sheet is arranged above and its end is attached to the back surface of the upper mounting member, and the lower mounting member is fixed and attached to the bottom of the tunnel, and has flexibility at an appropriate location where it contacts the drain material of the waterproof sheet. The drain discharge pipe is watertightly connected, the drain discharge pipe is fixed by running over the bottom of the tunnel or an invert provided at the bottom of the tunnel, and its tip is connected to the center drain. It is something.

〔考案の作用〕[Effect of invention]

即ち、本考案はトンネルの一次覆工で表面に貼
着する防水シートをトンネルの最下部まで貼着せ
ずにトンネルの底部から1乃至2メートル上まで
貼着し、該防水シートの下端部に上部取付部材の
上端部を水密に接合してその下部裏側に硬質の塩
化ビニル有孔管、コイル材、ヘチマ状材等の通水
性条材から成るドレン用材の下半側を巻き込むよ
うにして前記ドレン用材をトンネルの底側端部に
配置すると共に前記上部取付部材の下端部に連設
したフイルター用材を前記ドレン用材の上方に配
し、該フイルター用材の端部を上部取付部材の裏
面に装着する一方、上部取付部材の表面側下方部
にその上端部を水密に取付けた下部取付部材をト
ンネルの底部に固定し、且つ、前記上部取付部材
のドレン用材に接する外側適宜の個所に可撓性を
有するドレン排出管をトンネルの底部上又はトン
ネルの底部に設けたインバート上を這わせて固定
すると共にその先端部をセンタードレンに接続さ
せることにより、地山に湧水等があつた場合、水
がトンネル内に漏出するのを防止するようにして
から、二次覆工を施工し、その後の側溝の配設、
道路の舗装の施工に際し、従来技術のような問題
を起こさずにトンネルの構築工事を容易に行うこ
とができるようにすると共に出来上がつたトンネ
ルの漏水を防止するのである。
That is, in the present invention, the waterproof sheet that is attached to the surface of the tunnel as a primary lining is not attached to the lowest part of the tunnel, but is attached to 1 to 2 meters above the bottom of the tunnel, and the upper part is attached to the lower end of the waterproof sheet. The upper end of the mounting member is watertightly joined, and the lower half of the drain material made of a water-permeable strip such as a hard PVC perforated pipe, a coil material, or a loofah-like material is wrapped around the back side of the lower part of the mounting member. A filter material is arranged at the bottom end of the tunnel, and a filter material connected to the lower end of the upper mounting member is arranged above the drain material, and the end of the filter material is attached to the back surface of the upper mounting member. On the other hand, a lower mounting member whose upper end is watertightly attached to the lower part of the surface side of the upper mounting member is fixed to the bottom of the tunnel, and a flexible portion is provided on the outer side of the upper mounting member in contact with the drain material. By fixing the drain discharge pipe by running it over the bottom of the tunnel or over an invert installed at the bottom of the tunnel, and by connecting its tip to the center drain, if there is spring water in the ground, the water will drain out. After taking steps to prevent leakage into the tunnel, we constructed a secondary lining, and then installed side gutters.
When constructing road pavement, it is possible to easily construct tunnels without causing the problems of the prior art, and it also prevents water leakage in the completed tunnels.

〔実施例〕〔Example〕

次に本考案の実施例を図により説明する。 Next, embodiments of the present invention will be described with reference to the drawings.

Aはトンネル状に掘削した地山、Bは該地山A
にコンクリートを吹き付けて形成した一次覆工
で、一次覆工Bの表面にその下部約2m程度を残
して防水シートCを貼着してある。
A is the ground excavated into a tunnel shape, B is the ground A
This is a primary lining formed by spraying concrete onto the surface of the primary lining B, and a waterproof sheet C is attached to the surface of the primary lining B, leaving about 2 m below it.

1は前記防水シートCの下端部にその上端部を
接合すべき防水性シートから成る上部取付部材、
2は該上部取付部材1の下端部に接合した不織
布、織物、編物等から成るフイルター用材、3は
上部取付部材1の下端部よりやや上方にその上端
部を水密に取付けた下部取付部材、4は上部取付
部材1の裏面に横向きに定着した面フアスナから
成る係止用部材で、以上1乃至4により流末処理
材本体Dを構成する。
1 is an upper mounting member made of a waterproof sheet whose upper end is to be joined to the lower end of the waterproof sheet C;
2 is a filter material made of non-woven fabric, woven fabric, knitted fabric, etc. that is joined to the lower end of the upper mounting member 1; 3 is a lower mounting member whose upper end is watertightly mounted slightly above the lower end of the upper mounting member 1; 4 1 is a locking member made of a surface fastener fixed laterally on the back surface of the upper mounting member 1, and 1 to 4 above constitute the waste treatment material main body D.

5は硬質の塩化ビニル有孔管から成るドレン用
部材である。
5 is a drain member made of a hard vinyl chloride perforated pipe.

而して、上記の上部取付部材1はフラツトな防
水性シートを用いてもよいが、裏面に適宜間隔を
おいて上下方向に突条1aを設けてもよい。この
ようにすれば、強度が高まるばかりでなく、水が
流れ易くなつて好都合である。また、下部取付部
材3は通常フラツトな防水性シートを用い、上部
取付部材1との接合部は溶着等により止水性を持
たせ、該接合部から水が洩れないようにする。一
方、上部取付部材1の下端部とフイルター用材2
との接合部は溶着又は縫着等の手段により一体的
に強固に接合するものとする。更に、係止用部材
4は面フアスナに限られることなく、上記フイル
ター用材2を強固に係止できるものであれば他の
ものでもよく、ドレン用材5は、上記のような硬
質の塩化ビニル有孔管でもよいが、硬質のヘチマ
状やコイル状の条材で内部に水が入り込めるもの
を用いてもよい。
Although a flat waterproof sheet may be used for the upper mounting member 1, projections 1a may be provided on the back surface in the vertical direction at appropriate intervals. This is convenient because it not only increases the strength but also allows water to flow easily. Further, the lower mounting member 3 is usually made of a flat waterproof sheet, and the joint with the upper mounting member 1 is made watertight by welding or the like to prevent water from leaking from the joint. On the other hand, the lower end of the upper mounting member 1 and the filter material 2
The joints shall be integrally and firmly joined by means such as welding or sewing. Further, the locking member 4 is not limited to a surface fastener, but may be any other material as long as it can securely lock the filter material 2, and the drain material 5 may be made of hard vinyl chloride material as described above. A hole tube may be used, but a hard loofah-like or coil-like strip material that allows water to enter inside may also be used.

上記のように構成される流末処理材は、地山A
に施工した一次覆工Bの表面に貼着した防水シー
トCの下端部に上部取付部材1の上端部を溶着又
は両面貼着テープ等により固着6すると共に止水
処理を施し、該上部取付部材1の下方部を裏側に
巻き込んでドレン用部材5の下半部を抱持するよ
うにしながらフイルター材2も同時に巻き込ん
で、フイルター用材2の端部裏面を係止用部材4
に係止させてからドレン用材5を地山Aの底側端
部に位置させた後、下部取付部材3を地山Aの底
部に押え金7とコンクリート釘8により固定させ
るのであつて、この状態においては、地山Aから
一次覆工Bを通つて水が流れてきても、この水は
防水シートCを伝つてフイルター用材2を通り、
ドレン用材5を通つて外部へ排出される。
The waste treatment material configured as described above is
The upper end of the upper mounting member 1 is fixed 6 by welding or double-sided adhesive tape to the lower end of the waterproof sheet C attached to the surface of the primary lining B constructed in 1 to the back side to hold the lower half of the drain member 5, the filter material 2 is also rolled in at the same time, and the end back surface of the filter material 2 is held by the locking member 4.
After the drain material 5 is positioned at the bottom end of the ground A, the lower mounting member 3 is fixed to the bottom of the ground A with a presser foot 7 and a concrete nail 8. In this state, even if water flows from the ground A through the primary lining B, this water will flow through the waterproof sheet C, pass through the filter material 2,
It passes through the drain material 5 and is discharged to the outside.

即ち、図において、Eはトンネルの底部に設け
たインバート、Fはセンタードレン、9は上部取
付部材1と同一素材製のチユーブから成るドレン
排出管で、上部取付部材1のドレン用材5に接す
る部の適宜個所に一体且つ水密に接合してあり、
前記流末処理材Dの施工後、その内部にコイル材
10を挿入して可撓性を有する蛇腹管状に形成
し、これを前記インバートEの上を這わせて固定
すると共にその先端側をセンタードレンFに挿
入、接続させることにより、地山Aから一次覆工
Bを通つて流れてきた水は、フイルター用材2を
通りドレン用材5を通つて、該ドレン排出管9に
流入し、センタードレンFに排出されるのであ
る。
That is, in the figure, E is an invert provided at the bottom of the tunnel, F is a center drain, and 9 is a drain discharge pipe made of the same material as the upper mounting member 1, and the part of the upper mounting member 1 that contacts the drain material 5. are integrally and watertightly joined at appropriate locations,
After the end-of-stream treatment material D is installed, a coil material 10 is inserted into it to form a flexible bellows tube shape, and this is fixed by extending over the invert E, and its tip side is centered. By inserting and connecting to the drain F, water flowing from the ground A through the primary lining B passes through the filter material 2, the drain material 5, and flows into the drain discharge pipe 9, and then flows into the center drain. It is discharged to F.

従つて、上記の状態で二次覆工コンクリートを
打設すれば、一次覆工Bと防水シートCとの間に
かなりの空隙があつても、該コンクリートが排出
管と一次覆工との間に入り込むことなく、二次覆
工Jを形成することが出来るし、また、二次覆工
施工後の側溝K及び舗装道路Lの施工に際し、ド
レン排出管9が側溝Kの設置の邪魔になることが
なく、従来、直管であつたがために生じていた前
述の問題点はすべて解決することが出来る。
Therefore, if the secondary lining concrete is poured under the above conditions, even if there is a considerable gap between the primary lining B and the waterproof sheet C, the concrete will be able to maintain the gap between the discharge pipe and the primary lining. The secondary lining J can be formed without getting into the drain, and the drain discharge pipe 9 will get in the way of installing the side gutter K when constructing the side gutter K and paved road L after the secondary lining is constructed. All of the above-mentioned problems that conventionally occurred due to straight pipes can be solved.

一般に、二次覆工Jのコンクリート打設に際し
ては、トンネルの下から約2m程度の高さまでの
衝撃はかなり大きいものであるが、上部取付部材
1に耐衝撃性、耐摩耗性の高い樹脂シートを使用
すれば、充分耐えることが出来る。
Generally, when pouring concrete for secondary lining J, the impact from the bottom of the tunnel to a height of about 2 m is quite large, but the upper mounting member 1 is made of a resin sheet with high impact resistance and wear resistance. If you use it, you can withstand it.

〔考案の効果〕[Effect of idea]

本考案は上述の通りであつて、流末処理用材は
上部取付部材にフイルター用材、下部取付部材を
接合した流末処理材本体とドレン用材とから成る
ものであるから、製造は勿論のこと輸送にも便利
であり、また、その施工に際しては、一次覆工の
表面に下から1〜2m残して貼着された防水シー
トの下端部に上部取付部材の上端部を接合すれ
ば、あとは簡単な手作業に近い作業により施工で
きるので、作業が簡単でしかも防水効果の高い安
全な流末処理を行なうことが出来、更に、上部取
付部材のドレン用材に接する部の適宜の個所に可
撓性を有するドレン排出管を接続し、流末処理用
材の施工後、該ドレン排出管をトンネルの底部又
はインバートの上に這わせて固定すると共にその
先端側をセンタードレンに接続するようにしたか
ら、二次覆工施工後の側溝の設置に際してドレン
排出管が邪魔にならないので、その設置作業及び
道路の舗装等の仕上げの作業を容易且つ確実に然
も工費を低廉に済ませることが出来る。
The present invention is as described above, and since the waste treatment material is composed of the waste treatment material main body, which is an upper mounting member, a filter material, and a lower attachment member joined to each other, and a drain material, it is easy to manufacture and transport. Also, when installing it, just connect the top end of the upper mounting member to the bottom end of the waterproof sheet that is pasted on the surface of the primary lining, leaving 1 to 2 meters from the bottom, and the rest is easy. Since the work can be done by almost manual labor, it is easy to work, and it is possible to perform safe drainage treatment with high waterproofing effect.Furthermore, the upper mounting member has flexibility at appropriate points in contact with the drain material. After installing the wastewater treatment material, the drain discharge pipe is fixed by extending over the bottom of the tunnel or the invert, and its tip side is connected to the center drain. Since the drain discharge pipe does not get in the way when installing the side gutter after secondary lining construction, the installation work and finishing work such as road paving can be easily and reliably completed at a low construction cost.

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

第1図は流末処理材の一例の裏面側からの斜視
図、第2図は本考案装置を施工した状態の断面図
である。 A……地山、B……一次覆工、C……防水シー
ト、D……流末処理材本体、E……インバート、
F……センタードレン、K……側溝、L……舗装
道路、J……二次覆工、1……上部取付部材、2
……フイルター用材、3……下部取付部材、4…
…係止用部材、5……ドレン用材、9……ドレン
排出管、10……コイル材。
FIG. 1 is a perspective view from the back side of an example of the waste treatment material, and FIG. 2 is a sectional view of the device in which the present invention is applied. A... Earth, B... Primary lining, C... Waterproof sheet, D... Final treatment material body, E... Invert,
F...Center drain, K...Gutter, L...Paved road, J...Secondary lining, 1...Top mounting member, 2
...Filter material, 3...Lower mounting member, 4...
...Locking member, 5... Drain material, 9... Drain discharge pipe, 10... Coil material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 防水性シートから成る適宜幅、適宜長さの上部
取付部材の下端部に、不織布、織物、編物等から
成るフイルター用材を接合すると共に前記上部取
付部材の下部で前記フイルター用材取付部の上部
に下部取付部材の上端部を水密に取付けて成る流
末処理材本体と、硬質の塩化ビニル有孔管、コイ
ル材、ヘチマ状材等の通水性条材から成るドレン
用材とから成る防水シートの流末処理材の前記上
部取付部材の上端部をトンネルの一次覆工の表面
に貼着した防水シートの下端部に水密に定着して
該上部取付部材の下部裏側に前記ドレン用材の下
半側を巻き込むと共に前記フイルター用材を前記
ドレン用材の上方に配してその端部を上部取付部
材の裏面に装着し、且つ下部取付部材をトンネル
の底部に固定して取付け、前記上部取付部材のド
レン用材に接する適宜の個所に可撓性を有するド
レン排出管を水密に連結し、該ドレン排出管をト
ンネルの底部又はトンネルの底部に設けたインバ
ート上を這わせて固定すると共にその先端部をセ
ンタードレンに接続するようにしたことを特徴と
する防水シートの流末処理装置。
A filter material made of non-woven fabric, woven fabric, knitted fabric, etc. is bonded to the lower end of an upper mounting member of an appropriate width and length made of a waterproof sheet, and a lower portion is attached to the upper part of the filter material mounting portion at the lower part of the upper mounting member. The flow end of a waterproof sheet consisting of a waste water treatment material main body which is watertightly attached to the upper end of the mounting member, and a drain material made of a water permeable strip material such as a hard PVC perforated pipe, coil material, loofah shaped material, etc. The upper end of the upper mounting member of the treated material is watertightly fixed to the lower end of the waterproof sheet attached to the surface of the primary lining of the tunnel, and the lower half of the drain material is wrapped around the lower back side of the upper mounting member. At the same time, the filter material is arranged above the drain material, and its end is attached to the back surface of the upper mounting member, and the lower mounting member is fixed and attached to the bottom of the tunnel, and is in contact with the drain material of the upper mounting member. A flexible drain discharge pipe is watertightly connected to an appropriate location, and the drain discharge pipe is fixed by running over the bottom of the tunnel or an invert provided at the bottom of the tunnel, and its tip is connected to the center drain. A waterproof sheet waste treatment device characterized by:
JP1298588U 1988-02-04 1988-02-04 Expired - Lifetime JPH0529280Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1298588U JPH0529280Y2 (en) 1988-02-04 1988-02-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1298588U JPH0529280Y2 (en) 1988-02-04 1988-02-04

Publications (2)

Publication Number Publication Date
JPH0211900U JPH0211900U (en) 1990-01-25
JPH0529280Y2 true JPH0529280Y2 (en) 1993-07-27

Family

ID=31222907

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1298588U Expired - Lifetime JPH0529280Y2 (en) 1988-02-04 1988-02-04

Country Status (1)

Country Link
JP (1) JPH0529280Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015040403A (en) * 2013-08-21 2015-03-02 パル・ユニット株式会社 Water leakage treatment method for tunnel
JP5982027B1 (en) * 2015-03-18 2016-08-31 寿建設株式会社 Water leakage countermeasures for tunnels constructed by the Natom method
JP7117736B2 (en) * 2018-12-25 2022-08-15 フジモリ産業株式会社 Tunnel waterproof structure

Also Published As

Publication number Publication date
JPH0211900U (en) 1990-01-25

Similar Documents

Publication Publication Date Title
US5466092A (en) Form-drain filter
CN110748359A (en) Tunnel water-proof and drainage construction process
CN106930331A (en) Waterproof structure system of underground pipe gallery expansion joint and construction method thereof
CA2265104A1 (en) Drainage system for tunnels
JPS5844200A (en) Waterproof execution method for tunnel
JP2005120576A (en) Tunnel water stop structure and construction method
CN115787737B (en) Underground tunnel deformation joint water leakage drainage structure and construction method
CN206889022U (en) A kind of tunnel longitudinal drainage pipe carrier
JP2850243B2 (en) Drainage structure of bridge pavement with waterproof layer
CN214577064U (en) Rich water zone section tunnel supporting construction
KR100335849B1 (en) A Construction Method of Side Ditch
JP3610452B2 (en) Underground continuous wall waterproofing method
KR200347458Y1 (en) Settling ring for waterproof sheets using in tunnel drainage structures and Tunnel drainage structures containing the ring
KR20020013686A (en) Waterproof sheet for tunnel waterproofing
KR100756664B1 (en) Method of construction for tunnel drainage
KR200167841Y1 (en) A structure of side ditch for using film layer
JPH08323318A (en) Laying structure of impermeable sheet in waste disposal site
JPS595567Y2 (en) Water-stop insulation board with water-permeable layer
JPH0329420Y2 (en)
JPH0518316Y2 (en)
JPH10237934A (en) Drainage construction in drainable pavement
CN211499501U (en) A planting anti-skid device for concrete soil slope inclined plate
JPS6322240Y2 (en)
KR200390739Y1 (en) form for Method of construction for tunnel drainage
JPH0336561Y2 (en)