JPH0828194A - Tunnel waterproofing construction and its waterproofing material - Google Patents

Tunnel waterproofing construction and its waterproofing material

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Publication number
JPH0828194A
JPH0828194A JP6165066A JP16506694A JPH0828194A JP H0828194 A JPH0828194 A JP H0828194A JP 6165066 A JP6165066 A JP 6165066A JP 16506694 A JP16506694 A JP 16506694A JP H0828194 A JPH0828194 A JP H0828194A
Authority
JP
Japan
Prior art keywords
tunnel
water
sheet
waterproof
construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP6165066A
Other languages
Japanese (ja)
Other versions
JP3533535B2 (en
Inventor
Toshinori Goshiyou
俊式 御庄
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.)
KFC Ltd
Original Assignee
KFC 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 KFC Ltd filed Critical KFC Ltd
Priority to JP16506694A priority Critical patent/JP3533535B2/en
Publication of JPH0828194A publication Critical patent/JPH0828194A/en
Application granted granted Critical
Publication of JP3533535B2 publication Critical patent/JP3533535B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To reduce leakage of water by extending coil spring like spiral movable striations in the tunnel cross direction between a water permeable sheet and a flat waterproofing sheet and arranging them in parallel by way of separating them from each other in the tunnel lengthy direction. CONSTITUTION:Coil spring like spiral striations 2 consisting of plastic, etc., are interposed between sheets 11, 12 in case of covering a tunnel initially covered surface L with the flat waterproofing sheet 12 under interposition of the water permeable sheet 11 of nonwoven fabric, etc. Thereafter, these striations 2 are extended in the cross direction of a tunnel and arranged in parallel by way of separating them from each other in the tunnel lengthy direction. Thereafter, a drain space S extending in the tunnel cross direction is formed on the back surface of the sheet 12 by the striations 2. Water springing out from a natural ground to the initially covered surface L flows to a drain pipe on a lower part of a tunnel sidewall through the space S. Additionally, the nonwoven fabric diffuses springing water and prevents leakage of water from a broken hole of the sheet 12 at a point at a distance from a water springing point. Consequently, it is possible to prevent or to reduce leakage of water and to improve workability.

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、トンネルの一次覆工面
を不織布などの透水性シートの介在下にフラット防水シ
ートで覆う様式のトンネル防水施工法、及びそれに使用
する防水材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel waterproofing method in which a primary lining surface of a tunnel is covered with a flat waterproof sheet with a water-permeable sheet such as a non-woven fabric interposed therebetween, and a waterproofing material used therefor.

【0002】このような様式のトンネル防水施工におい
ては、トンネルの一次覆工と二次覆工の間に透水性シー
ト及びフラット防水シートが介在し、それら覆工を離隔
して、二次覆工コンクリートのひび割れを防ぎ、透水性
シートが防水シートの防護の役割をし、防水シートがト
ンネル湧水の水漏れを防ぐ役割を担う。
In such a tunnel waterproofing construction, a water-permeable sheet and a flat waterproof sheet are interposed between the primary lining and the secondary lining of the tunnel, and the linings are separated from each other to form the secondary lining. Prevents concrete from cracking, the water-permeable sheet plays a role of protecting the waterproof sheet, and the waterproof sheet plays a role of preventing leakage of tunnel spring water.

【0003】[0003]

【従来の技術】前記様式のトンネル防水施工の従来法に
よると、防水シートに破れた個所があった場合、その破
損個所から地山の湧水個所が離れていても、防水シート
の破損個所より漏水することがあった。それは、透水性
シートが地山の湧水を含んで、これを一次覆工面の四方
へ拡散させるからである。この傾向は、透水性シートが
不織布の場合、より強くなる。不織布は、その布面方向
の透水性が厚み方向の透水性の約10倍と高い。
2. Description of the Related Art According to the conventional method of tunnel waterproofing construction of the above-mentioned style, if there is a broken part in the waterproof sheet, even if the spring part of the ground is separated from the damaged part, There were times when water leaked. This is because the water-permeable sheet contains natural spring water and diffuses it into the four sides of the primary lining surface. This tendency becomes stronger when the water-permeable sheet is a non-woven fabric. The water permeability of the non-woven fabric in the cloth surface direction is about 10 times higher than that in the thickness direction.

【0004】前記理由による前示漏水問題は、並列して
リブが片面に形成されたコルゲートシートと呼ばれ、従
来単体で一次覆工面に張られる防水シートを前記フラッ
ト防水シートの代りに充てたとしても、解消されない。
コルゲートシートのリブ即ちコルゲートリブは、高さが
1.5〜2.5mm程度であり、そのリブの並列体を不
織布等の透水性シートが覆うと、リブの並列でできてい
る溝が透水性シートのため実質上消滅してしまい、フラ
ットシートの場合と同様な結果になる。仮りに防水シー
ト背面に何らかの手段で前記溝を排水空間として残存さ
せたとしても、前記漏水は解消されない。コルゲート型
では防水シート背面の全面に排水空間が広がる。このこ
とは、一次覆工面を透水性シートの介在下に防水シート
で覆うと、防水シート背面の全体が実質上、水みちとな
ることを意味する。従って、この排水空間による水みち
は、上述した漏水の対策には殆ど実効性がない。
The above-mentioned water leakage problem due to the above-mentioned reason is called a corrugated sheet in which ribs are formed in parallel on one side, and a conventional waterproof sheet stretched on the primary lining surface is used instead of the flat waterproof sheet. However, it is not resolved.
The rib of the corrugated sheet, that is, the corrugated rib, has a height of about 1.5 to 2.5 mm. When the parallel body of the rib is covered with a water-permeable sheet such as nonwoven fabric, the groove formed by the parallel ribs is water-permeable. Since it is a sheet, it virtually disappears, and the result is similar to that of a flat sheet. Even if the groove is left as a drainage space on the back surface of the waterproof sheet by some means, the water leakage cannot be eliminated. With the corrugated type, the drainage space extends over the entire back surface of the tarpaulin. This means that when the primary lining surface is covered with the waterproof sheet with the water-permeable sheet interposed, the entire back surface of the waterproof sheet becomes substantially water. Therefore, the water in the drainage space is almost ineffective for the above-mentioned measures against water leakage.

【0005】[0005]

【発明が解決しようとする課題】本発明の課題は、透水
性シートの介在下、トンネル一次覆工面をフラット防水
シートで覆う様式のトンネルの防水施工において、透水
性シートが湧水を拡散させることに起因する前示漏水を
防止するようにするにある。
DISCLOSURE OF THE INVENTION An object of the present invention is to diffuse spring water by a water permeable sheet in waterproof construction of a tunnel in which the primary lining surface of the tunnel is covered with a flat waterproof sheet with a water permeable sheet interposed. It is to prevent the leakage of water due to the above.

【0006】本発明の他の課題は、前記様式のトンネル
の防水施工において、優れた施工性も得られるようにす
るにある。
Another object of the present invention is to obtain excellent workability in waterproofing a tunnel of the above-mentioned type.

【0007】また本発明は前示課題が達成されるトンネ
ル防水材を提供することも目的としている。
Another object of the present invention is to provide a tunnel waterproof material which can achieve the above object.

【0008】[0008]

【課題を解決するための手段】本発明に係る工法は、ト
ンネル一次覆工面を不織布などの透水性シートの介在下
にフラット防水シートで覆うトンネルの防水施工におい
て、次の或いは或いはの仕様をとることを特徴と
している。
The construction method according to the present invention adopts the following or the following specifications in the waterproof construction of a tunnel in which the primary lining surface of the tunnel is covered with a flat waterproof sheet with a water-permeable sheet such as a non-woven fabric interposed therebetween. It is characterized by that.

【0009】 透水性シートとフラット防水シートの
間にコイルばね様螺旋形の可撓条線を、該条線がトンネ
ル横断方向へ延在し、トンネル長さ方向へ離隔して並列
する態様下に介在させるやり方で前記防水施工を行う。
In a mode in which a coil spring-like spiral-shaped flexible strip is provided between the water-permeable sheet and the flat waterproof sheet, the strip extending in the tunnel crossing direction and being spaced apart in the tunnel length direction and arranged in parallel. The waterproof construction is performed by a method of interposing.

【0010】 コイルばね様螺旋形の可撓条線を離隔
して並列する態様下に間に介在した不織布等の透水性シ
ートとフラット防水シートの積層体によるシート防水材
を、前記条線の延在方向がトンネル横断方向となり、フ
ラット防水シートがトンネル坑内側となるようにして、
トンネル一次覆工面に張るやり方で、前記防水施工を行
う。
A sheet waterproof material, which is a laminate of a water-permeable sheet such as a non-woven fabric and a flat waterproof sheet, is interposed between the coil spring-like spiral flexible strips arranged in parallel with each other. The existing direction is the tunnel crossing direction, and the flat tarpaulin is inside the tunnel mine,
The waterproof construction is performed by laying on the primary lining surface of the tunnel.

【0011】 コイルばね様螺旋形の可撓条線を離隔
して並列する態様下に片面に取り付けた不織布等の透水
性シートを、前記条線がトンネル坑内側でトンネル横断
方向へ延在する向きとなるようにして、トンネル一次覆
工面に張り、その上からフラット防水シートを張るやり
方で前記防水施工を行う。
[0012] A water-permeable sheet such as a non-woven fabric attached on one side in a manner of arranging coiled-spring-like spiral-shaped flexible strips in parallel with each other in a direction in which the strips extend in the tunnel transverse direction inside the tunnel pit. As described above, the waterproofing is carried out by laying on the primary lining surface of the tunnel and laying a flat waterproof sheet on it.

【0012】本発明に係るトンネル防水材は、不織布等
の透水性シートとフラット防水シートの積層体であっ
て、それらシートの間に、コイルばね様螺旋形の可撓条
線が離隔して並列する態様下に介在されていることを特
徴としている。
The tunnel waterproof material according to the present invention is a laminated body of a water-permeable sheet such as a non-woven fabric and a flat waterproof sheet, and between the sheets, coiled spring-like spiral flexible strips are arranged in parallel. It is characterized in that it is interposed under the form.

【0013】[0013]

【実施例】本発明の実施態様例を示す図面を参照して、
本発明を説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Referring to the drawings showing an embodiment of the present invention,
The present invention will be described.

【0014】本発明は、不織布等の透水性シート(以
下、「発明の効果」の項以降を除き、「不織布」を以っ
て透水性シートの総称とする)11の介在下、トンネル
の一次覆工面Lをフラット防水シート12で覆う様式の
トンネル防水施工を対象とする。
In the present invention, the primary of the tunnel is provided under the interposition of a water-permeable sheet such as a non-woven fabric (hereinafter, "non-woven fabric" is a general term for the water-permeable sheet except for the "effects of the invention" and the following). It is intended for tunnel waterproofing in which the lining surface L is covered with the flat waterproof sheet 12.

【0015】そして、この様式のトンネル防水施工をす
るのに、本発明ではコイルばね様螺旋形で可撓性の条線
2を不織布11とフラット防水シート12の間に、該条
線2がトンネル横断方向へ延在し、トンネル長さ方向へ
離隔して並列する態様で介在させるやり方をとる(この
やり方を仕様(I)とする)。
To carry out this type of tunnel waterproofing, in the present invention, a coil spring-like spiral flexible strip 2 is provided between the non-woven fabric 11 and the flat waterproof sheet 12, and the strip 2 is a tunnel. A method of extending in the transverse direction and interposing in a manner of being spaced apart and arranged in parallel in the tunnel length direction is adopted (this method is referred to as specification (I)).

【0016】或いは同防水施工を行うのに、コイルばね
様螺旋形で可撓性の条線2を離隔して並列する態様で間
に介在させた不織布11及びフラット防水シート12の
積層体によるシート防水材1を下記aの要領でトンネル
一次覆工面Lに張るやり方をとる(このやり方を仕様
(II)とする)。
Alternatively, in order to carry out the waterproof construction, a sheet made of a laminated body of a non-woven fabric 11 and a flat waterproof sheet 12 which are interposed between the flexible strips 2 in a spiral shape like a coil spring in a spaced apart and parallel manner. The waterproof material 1 is stretched on the primary lining surface L of the tunnel in the following a procedure (this method is referred to as specification (II)).

【0017】a.シート防水材1を一次覆工面に張るに
際して、条線2の延在方向がトンネル横断方向の向きと
なるように、またフラット防水シート12がトンネル坑
内側となるようにする。
A. When the sheet waterproof material 1 is stretched on the primary lining surface, the extending direction of the striations 2 is oriented in the tunnel transverse direction, and the flat waterproof sheet 12 is located inside the tunnel pit.

【0018】或いは同防水施工をするのに、コイルばね
様螺旋形で可撓性の条線2を離隔して並列する態様で片
面に取り付けた不織布11を下記bの要領でトンネル一
次覆工面Lに張った後、その上からフラット防水シート
12を張るやり方をとる(このやり方を仕様(III )と
する)。
Alternatively, for waterproofing the same, a non-woven fabric 11 attached to one side in a spiral spring-like helical flexible line 2 spaced apart and arranged in parallel is formed on the primary surface L of the tunnel as in the following step b. Then, the flat waterproof sheet 12 is stretched from above (this is referred to as specification (III)).

【0019】b.不織布11を一次覆工面に張るに際し
て、条線2がトンネル坑内側でトンネル横断方向へ延在
する向きとなるようにする。
B. When the non-woven fabric 11 is stretched on the primary lining surface, the striations 2 are oriented so as to extend in the tunnel transverse direction inside the tunnel pit.

【0020】仕様(I)の工法では、限定的ではない
が、仕様(II)または(III )の工法をとる結果とし
て、不織布11とフラット防水シート12の間に条線2
を前示所定態様で介在させるとよい。
The construction method of the specification (I) is not limited, but as a result of adopting the construction method of the specification (II) or (III), the striation 2 is formed between the nonwoven fabric 11 and the flat waterproof sheet 12.
It is preferable to interpose in a predetermined manner as shown above.

【0021】仕様(I)、(II)、(III )によるトン
ネル防水施工の概要は、図1に示す如くである。図1は
施工を終えた状態として、模式的に示すトンネル長さ方
向の断面図である。
The outline of the tunnel waterproof construction according to the specifications (I), (II) and (III) is as shown in FIG. FIG. 1 is a cross-sectional view in the tunnel length direction schematically showing a state in which construction has been completed.

【0022】図1で符号3を付したのは、不織布11と
フラット防水シート12の接合個所を示す。図示の例で
は、不織布11及びフラット防水シート12は熱融着性
のものであり、それらの接合は常法に従う熱融着であ
る。
The reference numeral 3 in FIG. 1 indicates the joint between the non-woven fabric 11 and the flat waterproof sheet 12. In the illustrated example, the non-woven fabric 11 and the flat waterproof sheet 12 are heat-fusible, and their joining is heat-welding according to a conventional method.

【0023】前記仕様(II)において、トンネル防水材
に充てるシート防水材1は図2(A)に、コイルばね様
螺旋形の可撓条線2は図2(B)に示した。
In the above-mentioned specification (II), the sheet waterproof material 1 for the tunnel waterproof material is shown in FIG. 2 (A), and the coil spring-like spiral flexible line 2 is shown in FIG. 2 (B).

【0024】図2(A)のトンネル防水材は、不織布1
1とフラット防水シート12の間に、コイルばね様螺旋
形で可撓性の条線2を離隔して並列する状態下に介在さ
せて、不織布11及びフラット防水シート12をそれ自
体公知の方法で接合したものである。前記条線2は不織
布11に前記所定並列態様下に取り付け、その上からフ
ラット防水シート12を不織布11に接合することによ
り、その結果としてそれらの間に介在させるとよい。不
織布11に条線2を取り付けるには、縫い付けにより行
えばよく、その縫い付けは所所で十分である。
The tunnel waterproof material shown in FIG. 2A is a nonwoven fabric 1.
1 and the flat waterproof sheet 12 are interleaved with a coil spring-like spiral flexible strip 2 in parallel with each other, and the nonwoven fabric 11 and the flat waterproof sheet 12 are produced by a method known per se. It is joined. The striations 2 may be attached to the non-woven fabric 11 in the predetermined juxtaposed manner, and the flat waterproof sheet 12 may be bonded to the non-woven fabric 11 from above, so that the strips 2 are interposed between them. The striation 2 can be attached to the non-woven fabric 11 by sewing, and the sewing is sufficient at some places.

【0025】コイルばね様螺旋形可撓条線2には、プラ
スチック例えばポリ塩化ビニル、ポリエチレンの線材に
よるものを充てることができる。
The coil spring-like spiral flexible strip 2 may be filled with a plastic wire material such as polyvinyl chloride or polyethylene.

【0026】仕様(III )で用いる、片面にコイルばね
様螺旋形可撓条線2付きの不織布11による、トンネル
防水材の構成素子は符号1′を付して図3に示した。こ
の素子1′における条線2の取付けは、前記方法に従え
ばよい。
The component of the tunnel waterproof material, which is used in the specification (III) and is composed of the nonwoven fabric 11 having the coil spring-like spiral flexible strip 2 on one surface, is shown in FIG. The striation 2 can be attached to the element 1'by the above method.

【0027】本発明では、トンネル一次覆工面Lを不織
布11の介在下、フラット防水シート12で覆うのに、
該不織布11とシート12の間に、コイルばね様螺旋形
条線2を前示所定態様で介在させる仕様をとっている。
これによると、該条線2によって、フラット防水シート
12背面にトンネル横断方向に延在する排水空間Sつま
り水みちができる。従って、地山から一次覆工面に湧出
した水は、この螺旋形の条線2による排水空間Sを通じ
て、トンネル側壁下部の水抜き管に流れる、或いはイン
バート部の集水工に集まる。
In the present invention, in order to cover the primary tunnel lining surface L with the flat waterproof sheet 12 with the non-woven fabric 11 interposed,
The coil spring-like spiral line 2 is interposed between the non-woven fabric 11 and the sheet 12 in the predetermined manner shown above.
According to this, the ridge line 2 forms a drainage space S, that is, a water channel, extending in the tunnel transverse direction on the back surface of the flat waterproof sheet 12. Therefore, the water that gushes from the natural ground to the primary lining surface flows through the drainage space S formed by the spiral line 2 to the drain pipe at the bottom of the tunnel side wall or collects at the water collecting work at the invert section.

【0028】本発明に係る前記水みちとしての排水空間
Sは、前記コイルばね様螺旋形条線2の内空からなり、
トンネル長さ方向へは離隔したものである。このため、
不織布が湧水を湧水個所から拡散させ、それが原因で湧
水個所より離れた個所の防水シート破損穴から水が漏れ
るのを防止する、或いは少なくともその水漏れ傾向を著
減するのに寄与する。水みちとしての排水空間がトンネ
ル長さ方向へ離隔していると、湧水部から離れた個所の
シート破損穴へ水が拡散する前に、該排水空間の個所ま
で水が来れば、これに流入して前述のように排水または
集水され、同空間の個所を超えて拡散しない。しかも、
コイル様螺旋形は水流入空隙率が十分に高く、極めて水
が流入し易い。即ち、本発明による排水空間は、シート
破損穴から離れた個所で生じた湧水を該穴まで拡散させ
ない働きをする。
The drainage space S as the water channel according to the present invention is composed of the inner space of the coil spring-like spiral line 2.
They are separated in the tunnel length direction. For this reason,
The non-woven fabric diffuses the spring water from the spring location, which prevents water from leaking from the waterproof sheet damage hole at the location away from the spring location, or at least contributes to significantly reduce the tendency of water leakage. To do. If the drainage space as a waterway is separated in the length direction of the tunnel, if water comes to the location of the drainage space before the water diffuses into the sheet damage hole at the location away from the spring part, It flows in and is drained or collected as described above, and does not diffuse beyond the same space. Moreover,
The coil-like spiral shape has a sufficiently high porosity of water inflow, and it is extremely easy for water to flow in. That is, the drainage space according to the present invention functions to prevent the spring water generated at a location apart from the sheet breakage hole from diffusing to the hole.

【0029】排水空間となる前記螺旋形条線2は、一般
的には前記仕様(II)の場合で並列ピッチが2〜1m程
度より好ましくは0.5〜0.3m程度であり、仕様
(III)の場合で並列ピッチが2〜1m程度より好まし
くは0.5〜0.3mであり、条線2の螺旋形内径dが
仕様(II)(III )共に5〜20mmである。
In the case of the above-mentioned specification (II), the spiral pitch 2 which becomes the drainage space generally has a parallel pitch of about 2 to 1 m, more preferably about 0.5 to 0.3 m. In the case of III), the parallel pitch is about 2 to 1 m, more preferably 0.5 to 0.3 m, and the spiral inner diameter d of the thread 2 is 5 to 20 mm for both specifications (II) and (III).

【0030】本発明では、前記螺旋形条線2に可撓のも
のを充てている。これは、仕様(II)によっても冒頭に
述べた様式のトンネル防水施工において、トンネル一次
覆工面の凹凸に対するシート防水材1の良好ななじみ性
が得られ、優れた施工性が得られる。仕様(III )で
は、条線2付き不織布11とフラット防水シート12が
別々に張られるので、それらの一次覆工面の凹凸に対す
るなじみ性は更に良好で、施工性もより優れる。
In the present invention, the spiral line 2 is filled with a flexible one. This is because even in the specification (II), in the waterproof waterproof construction of the style described at the beginning, the sheet waterproofing material 1 has good conformability to the unevenness of the primary lining surface of the tunnel, and excellent workability is obtained. In the specification (III), since the nonwoven fabric 11 with the striations 2 and the flat waterproof sheet 12 are stretched separately, the conformability to the irregularities of the primary lining surface of them is further excellent, and the workability is also excellent.

【0031】また本発明で防水シート背面の排水空間を
形成するための部材に、コイルばね様螺旋形の可撓条線
を充てることは、二次覆工コンクリートの打設後も、該
条線によって防水シート背面に排水空間を確保すること
を保証する。
According to the present invention, a coil spring-like spiral flexible line is used for the member for forming the drainage space on the back surface of the waterproof sheet so that the line can be formed even after the secondary lining concrete is placed. By ensuring the drainage space behind the tarpaulin.

【0032】不織布11とフラット防水シート12の積
層型であって、それら不織布とシートの間に、コイル様
螺旋形の可撓条線2が離隔して並列する態様下に介在さ
れたトンネル防水材(請求項4の発明)は、これを用い
前述の仕様(II)の工法をとることにより、上述のよう
な好ましい作用を奏功する防水工をトンネル一次覆工面
に簡易に施すことを得る。
A tunnel waterproof material which is a laminated type of a non-woven fabric 11 and a flat waterproof sheet 12 and in which a flexible strip 2 having a coil-like spiral shape is separated and juxtaposed between the non-woven fabric and the sheet. According to (Invention of Claim 4), the construction method of the above-mentioned specification (II) is used to obtain the waterproofing effecting the above-mentioned preferable action easily on the primary lining surface of the tunnel.

【0033】[0033]

【発明の効果】以上に述べたところから明らかな如く、
本発明は冒頭に記述した様式のトンネル防水施工におい
て、透水性シートが湧水を拡散させることに起因して、
湧水個所より離れた個所の防水シート破損穴から漏水す
るのを防止する、或いは少なくともその水漏れ傾向を著
しく低減する効果を奏し、また優れた施工性を得ること
ができるし、かかる効果を奏功するトンネル防水材の提
供も達成できる。
As is clear from the above description,
The present invention, in the tunnel waterproofing construction of the style described at the beginning, due to the permeable sheet diffusing the spring water,
It has the effect of preventing water from leaking from the waterproof sheet damage hole at a location distant from the spring location, or at least has the effect of significantly reducing the tendency of water leakage, and can also obtain excellent workability, and such an effect is achieved. The provision of a tunnel waterproofing material can be achieved.

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

【図1】本発明に係る工法の施工態様の概要を示す縦断
面図である。
FIG. 1 is a vertical sectional view showing an outline of a construction mode of a construction method according to the present invention.

【図2】図2(A)は本発明に係るトンネル防水材の一
例を一部を切り欠いて示す斜視図、図2(B)は同防水
材における螺旋形条線の一部省略正面図である。
FIG. 2 (A) is a perspective view showing an example of a tunnel waterproof material according to the present invention with a part thereof cut away, and FIG. 2 (B) is a front view of the waterproof material with a helical strip line partially omitted. Is.

【図3】本発明に係る他例のトンネル防水材の構成素子
を一部を切り欠いて示す斜視図である。
FIG. 3 is a perspective view showing a component of a tunnel waterproof material of another example according to the present invention with a part cut away.

【符号の説明】[Explanation of symbols]

1 トンネル防水施工に充てる防水材としてのシート防
水材 1′ トンネル防水材の構成素子 11 透水性シート 12 フラット防水シート 2 コイルばね様螺旋形の可撓条線 L トンネル一次覆工面 S 排水空間
1 Sheet waterproofing material as waterproofing material for tunnel waterproofing construction 1'Construction element of tunneling waterproofing material 11 Water permeable sheet 12 Flat waterproof sheet 2 Coil spring-like spiral flexible strip L Tunnel primary lining surface S Drainage space

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 トンネル一次覆工面を透水性シートの介
在下にフラット防水シートで覆うトンネルの防水施工に
おいて、前記両シートの間にコイルばね様螺旋形の可撓
条線を、該条線がトンネル横断方向へ延在し、トンネル
長さ方向へ離隔して並列する態様下に介在させるやり方
で、前記施工を行うことを特徴とするトンネル防水施工
法。
1. In a waterproof construction of a tunnel in which the primary lining surface of the tunnel is covered with a flat waterproof sheet with a water-permeable sheet interposed, a flexible spring line like a coil spring is provided between the two sheets, A tunnel waterproof construction method, characterized in that the construction is carried out by a method of extending in a tunnel crossing direction and being spaced apart in a length direction of the tunnel and arranged in parallel.
【請求項2】 トンネル一次覆工面を透水性シートの介
在下にフラット防水シートで覆うトンネルの防水施工に
おいて、コイルばね様螺旋形の可撓条線を離隔して並列
する態様下に間に介在した透水性シートとフラット防水
シートの積層体によるシート防水材を、前記条線の延在
方向がトンネル横断方向となり、フラット防水シートが
トンネル坑内側となるようにして、トンネル一次覆工面
に張る仕様で、前記施工を行うことを特徴とするトンネ
ル防水施工法。
2. In waterproof construction of a tunnel in which the primary lining surface of the tunnel is covered by a flat waterproof sheet with a water-permeable sheet interposed, the flexible ridges of a coil spring-like spiral are separated and arranged in parallel. A sheet waterproof material made of a laminated body of a water permeable sheet and a flat waterproof sheet, which is stretched on the primary lining surface of the tunnel so that the extension direction of the striations is across the tunnel and the flat waterproof sheet is inside the tunnel pit. Then, a tunnel waterproofing construction method characterized in that the construction is carried out.
【請求項3】 トンネル一次覆工面を透水性シートの介
在下にフラット防水シートで覆うトンネル防水施工下に
おいて、コイルばね様螺旋形の可撓条線を離隔して並列
する態様下に片面に取り付けた透水性シートを、前記条
線がトンネル坑内側でトンネル横断方向へ延在する向き
となるようにして、トンネル一次覆工面に張り、その上
からフラット防水シートを張る仕様で、前記施工を行う
ことを特徴とするトンネル防水施工法。
3. The tunnel lining surface is covered with a flat waterproof sheet with a water-permeable sheet interposed between them. Under the tunnel waterproofing construction, the coil spring-like spiral flexible strips are installed on one side in a spaced and parallel manner. Perform the above-mentioned construction with a specification that a waterproof sheet is laid on the primary lining surface of the tunnel and the flat waterproof sheet is laid on it so that the above-mentioned line extends in the tunnel transverse direction inside the tunnel mine. Tunnel waterproofing construction method characterized by that.
【請求項4】 透水性シートとフラット防水シートの積
層型であって、それらシートの間に、コイルばね様螺旋
形の可撓条線が離隔して並列する態様下に介在されてい
ることを特徴とするトンネル防水材。
4. A laminated type of a water-permeable sheet and a flat waterproof sheet, wherein a coil spring-like spiral flexible strip is interposed between the sheets in a spaced and juxtaposed manner. Characteristic tunnel waterproof material.
JP16506694A 1994-07-18 1994-07-18 Tunnel waterproofing construction method Expired - Fee Related JP3533535B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16506694A JP3533535B2 (en) 1994-07-18 1994-07-18 Tunnel waterproofing construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16506694A JP3533535B2 (en) 1994-07-18 1994-07-18 Tunnel waterproofing construction method

Publications (2)

Publication Number Publication Date
JPH0828194A true JPH0828194A (en) 1996-01-30
JP3533535B2 JP3533535B2 (en) 2004-05-31

Family

ID=15805225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16506694A Expired - Fee Related JP3533535B2 (en) 1994-07-18 1994-07-18 Tunnel waterproofing construction method

Country Status (1)

Country Link
JP (1) JP3533535B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6281623B1 (en) 1997-11-14 2001-08-28 Tdk Corporation Core for deflecting yoke
US6982184B2 (en) 2001-05-02 2006-01-03 Silverbrook Research Pty Ltd Method of fabricating MEMS devices on a silicon wafer
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
CN109736360A (en) * 2018-12-30 2019-05-10 中铁十四局集团有限公司 Tunnel open excavation section waterproof construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6281623B1 (en) 1997-11-14 2001-08-28 Tdk Corporation Core for deflecting yoke
US6982184B2 (en) 2001-05-02 2006-01-03 Silverbrook Research Pty Ltd Method of fabricating MEMS devices on a silicon wafer
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
CN109736360A (en) * 2018-12-30 2019-05-10 中铁十四局集团有限公司 Tunnel open excavation section waterproof construction method

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