JPH06229198A - Method and device for spreading waterproof sheet - Google Patents

Method and device for spreading waterproof sheet

Info

Publication number
JPH06229198A
JPH06229198A JP5018905A JP1890593A JPH06229198A JP H06229198 A JPH06229198 A JP H06229198A JP 5018905 A JP5018905 A JP 5018905A JP 1890593 A JP1890593 A JP 1890593A JP H06229198 A JPH06229198 A JP H06229198A
Authority
JP
Japan
Prior art keywords
waterproof sheet
sheet
water
side edges
cloth
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
JP5018905A
Other languages
Japanese (ja)
Other versions
JP3216296B2 (en
Inventor
Hitoshi Sumida
仁 炭田
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.)
CI Kasei Co Ltd
Original Assignee
CI Kasei 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 CI Kasei Co Ltd filed Critical CI Kasei Co Ltd
Priority to JP01890593A priority Critical patent/JP3216296B2/en
Publication of JPH06229198A publication Critical patent/JPH06229198A/en
Application granted granted Critical
Publication of JP3216296B2 publication Critical patent/JP3216296B2/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 fix only both side edges of the cushioning material of a waterproof sheet easily on the bedrock side when the waterproof sheet is spread on the bedrock side. CONSTITUTION:A waterproof sheet 1 wound in a rolled shape is rewound, and both side edges 3a of the cushioning cloth 3 of the waterproof sheet 1 are peeled and floated from both side edges of a water-barrier sheet 2 by a guide pawl 16. The surface of the cushioning cloth 3 is held down and abutted against the bedrock 21 side by a roller 14 while only both side edges 3a of the cushioning cloth 3 are fixed on the bedrock 21 side and the crossing direction of the inwall surface 20a of a road 20 is covered continuously with the only both side edges 3a of the cushioning cloth 3.

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、トンネル掘穿坑道の内
壁面に展張され、該坑道の地山から浸出する湧水を集排
水させる防水シートの展張方法とその装置に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproof sheet spreading method and apparatus for spreading spring water which is stretched on the inner wall surface of a tunnel excavation tunnel and leaches from the ground of the tunnel.

【0002】[0002]

【従来の技術】NATM工法において、トンネル掘穿坑
道を掘削したのち、その内壁面となる地山の表面には、
一次覆工コンクリートが吹きつけられる。そして、この
一次覆工コンクリートに防水シートを展張させ、この防
水シートに二次覆工コンクリートが打設される。すなわ
ち、一次覆工コンクリートと二次覆工コンクリートとの
間に、防水シートを介装させ、一次覆工コンクリート側
からの湧水をこの一次覆工コンクリートと防水シートと
の間に通水させ、前記湧水を二次覆工コンクリート側に
浸出することを防止している。
2. Description of the Related Art In the NATM method, after excavating a tunnel excavation road, the surface of the ground, which is the inner wall surface, is
Primary lining concrete is sprayed. Then, a waterproof sheet is spread on the primary lining concrete, and the secondary lining concrete is placed on the waterproof sheet. That is, between the primary lining concrete and the secondary lining concrete, a waterproof sheet is interposed, and the spring water from the primary lining concrete side is passed between the primary lining concrete and the waterproof sheet, The spring water is prevented from leaching to the concrete side of the secondary lining.

【0003】この防水シートは、遮水シートと、透水性
緩衝材としての不織布やループ状起毛織布とを積層して
形成された構造であり、この防水シートを前記一次覆工
コンクリートに展張させる際に、展張装置の押さえロー
ラで一次覆工コンクリート側へ透水性緩衝材の面を当接
させ、その緩衝材の両側縁のみを釘等を用いて、坑道の
横断方向へ順次、固定させていた。
This waterproof sheet has a structure formed by laminating a water-blocking sheet and a nonwoven fabric or a loop-shaped raised woven fabric as a water-permeable cushioning material. The waterproof sheet is spread on the primary lining concrete. At this time, the surface of the water-permeable cushioning material is brought into contact with the primary lining concrete side by the pressing roller of the spreading device, and only the both side edges of the cushioning material are sequentially fixed in the transverse direction of the tunnel by using nails or the like. It was

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述し
た従来の防水シートの展張方法では、一次覆工コンクリ
ート(地山)側に取り付ける際に、展張装置の押さえロ
ーラが防水シートをこの一次覆工コンクリート側に全幅
にわたって押さえつけてしまうために、透水性緩衝材と
遮水シートとが重合状態となってしまうという欠点があ
る。そのため、作業者が遮水シートの両側縁部を持ち上
げ、その後に緩衝材の両側縁を地山側へ固定するという
煩雑な作業を行わなければならないという問題がある。
However, in the above-mentioned conventional waterproof sheet spreading method, when the waterproof sheet is attached to the primary lining concrete (ground) side, the pressing roller of the spreading device applies the waterproof sheet to the primary lining concrete. There is a drawback that the water-permeable cushioning material and the water-blocking sheet are in a polymerized state because they are pressed against the side over the entire width. Therefore, there is a problem that the operator has to perform a complicated work of lifting both side edges of the water-impervious sheet and then fixing both side edges of the cushioning material to the natural ground side.

【0005】そこで本発明は、上記問題点を解消するた
めに、防水シートを地山側に展張する際に、容易にこの
防水シートの緩衝材の両側縁のみを地山側へ固定させる
ことができる防水シートの展張方法とその装置を提供す
ることを目的としている。
Therefore, in order to solve the above-mentioned problems, the present invention is a waterproof method in which only the both side edges of the cushioning material of the waterproof sheet can be easily fixed to the natural side when the waterproof sheet is extended to the natural side. It is an object of the present invention to provide a sheet spreading method and its apparatus.

【0006】[0006]

【課題を解決するための手段】次に、上記の目的を達成
するための手段を、実施例に対応する図面を参照して説
明する。この発明の防水シートの展張方法は、遮水シー
ト2の地山対接面2aに、通水性を有する緩衝布3が、
中間の複数の箇所を接着されて重複形成され、トンネル
掘穿坑道20の内壁面20aに、該坑道20の地山21
から浸出する湧水を前記坑道20の両側底に集排水させ
る防水シート1を展張する方法において、ロール状に巻
回された前記防水シート1を解反させた後、該防水シー
ト1の緩衝布3の両側縁3aを遮水シート2の両側縁よ
り剥離し浮上させるとともに、前記緩衝布3面を押さえ
ローラ14で前記地山21側へ当接させ、同時に前記緩
衝布3の両側縁3aのみを地山21側に固定して、前記
坑道20の内壁面20aの横断方向に連続して被着させ
ることを特徴としている。
Means for achieving the above object will be described below with reference to the drawings corresponding to the embodiments. According to the waterproof sheet spreading method of the present invention, the water-permeable cushioning cloth 3 is provided on the ground-facing surface 2a of the water-blocking sheet 2.
A plurality of intermediate portions are adhered to be overlapped and formed, and on the inner wall surface 20a of the tunnel excavation tunnel 20, the ground 21 of the tunnel 20 is formed.
In the method of spreading the waterproof sheet 1 for collecting and draining spring water leaching from the tunnel to both side bottoms of the tunnel 20, after the waterproof sheet 1 wound in a roll is unwound, a buffer cloth for the waterproof sheet 1 is released. The side edges 3a of the buffer sheet 3 are separated from the side edges of the water-impervious sheet 2 to float, and the surface of the buffer cloth 3 is pressed against the ground 21 side by the pressing roller 14, and at the same time, only the side edges 3a of the buffer cloth 3 are held. Is fixed to the ground 21 side and is continuously applied in the transverse direction of the inner wall surface 20a of the mine shaft 20.

【0007】また、この発明の防水シートの展張装置1
0は、遮水シート2の地山対接面2aに、通水性を有す
る緩衝布3が、中間の複数の箇所を接着されて重複形成
され、トンネル掘穿坑道20の内壁面20aに、該坑道
20の地山21から浸出する湧水を前記坑道20の両側
底に集排水させる防水シート1を展張する装置におい
て、前記防水シート1の緩衝布3面を前記地山21側に
当接させる押さえローラ14と、該押さえローラ14の
両端部に配設され、前記防水シート1の緩衝布3の両側
縁3aを、遮水シート2の両側縁より剥離し浮上させる
ガイド爪16と、を具備したことを特徴としている。
The waterproof sheet spreading device 1 of the present invention
In the case of 0, the cushioning cloth 3 having water permeability is overlapped and formed on the ground facing surface 2a of the water blocking sheet 2 at a plurality of intermediate places, and the inner wall surface 20a of the tunnel excavation road 20 is In a device for spreading the waterproof sheet 1 for collecting and draining spring water leaching from the rock mass 21 of the mine shaft 20 to both bottoms of the mine shaft 20, the cushioning cloth 3 surface of the waterproof sheet 1 is brought into contact with the rock mass 21 side. The pressure roller 14 and guide claws 16 disposed at both ends of the pressure roller 14 for separating and floating the both side edges 3a of the cushioning cloth 3 of the waterproof sheet 1 from the both side edges of the waterproof sheet 2. It is characterized by having done.

【0008】[0008]

【作用】ロールの状に巻回された防水シート1を、展張
装置10に載置し、解反させるとともに、この防水シー
ト1の緩衝布3面側を押さえローラ14で地山21側に
当接させる。この押さえローラ14の両端部では、前記
防水シート1の緩衝布3の両側縁3aが、ガイド爪16
によって、遮水シート2の両側縁より剥離され、浮上さ
れている。そして、この緩衝布3の両側縁3aのみをそ
れぞれ地山21側へ固定し、坑道20の内壁面20aを
横断方向に連続して被着し、展張させる。
The waterproof sheet 1 wound in the form of a roll is placed on the spreading device 10 to be unwound, and the cushioning cloth 3 side of the waterproof sheet 1 is pressed against the ground 21 side by the pressing roller 14. Contact. At both ends of the pressing roller 14, both side edges 3 a of the cushioning cloth 3 of the waterproof sheet 1 are connected to the guide claws 16.
Are separated from both side edges of the water shield sheet 2 and floated. Then, only both side edges 3a of the cushioning cloth 3 are fixed to the natural ground 21 side, and the inner wall surface 20a of the gallery 20 is continuously applied in the transverse direction and stretched.

【0009】[0009]

【実施例】はじめに、本発明の展張装置に使用される防
水シート1について説明する。この防水シート1は、図
2に示すように、遮水シート2と、緩衝布3とで構成さ
れている。遮水シート2は、ポリエチレン,ポリプロピ
レン,ポリ塩化ビニル,エチレン・酢酸ビニル共重合
体,等の軟質な熱可塑性樹脂や、エラストマー等の軟質
な合成ゴムより、幅広の帯状に形成されている。また、
緩衝布3は、不織布やポリエチレンポリプロピレンの生
地にループを織り込んだ起毛布等の通水性を有し、前記
遮水シート2よりやや短い幅に形成されたものである。
EXAMPLES First, the waterproof sheet 1 used in the spreading device of the present invention will be described. As shown in FIG. 2, the waterproof sheet 1 is composed of a waterproof sheet 2 and a cushioning cloth 3. The waterproof sheet 2 is formed in a wide band shape from a soft thermoplastic resin such as polyethylene, polypropylene, polyvinyl chloride, ethylene / vinyl acetate copolymer, or a soft synthetic rubber such as an elastomer. Also,
The buffer cloth 3 has water permeability such as a raised cloth in which a loop is woven into a non-woven fabric or a polyethylene polypropylene fabric, and is formed to have a width slightly shorter than that of the water blocking sheet 2.

【0010】そして、前記遮水シート2の地山対接面と
なる一方の面2aに、前記緩衝布3が重複形成される
が、緩衝布3は遮水シート2へ点接着や線接着によって
間欠的に複数の中間箇所が接着されている。
The cushioning cloth 3 is formed on one surface 2a of the water-impervious sheet 2 which is a ground-facing surface, and the cushioning cloth 3 is formed on the impermeable sheet 2 by point bonding or line bonding. A plurality of intermediate portions are bonded intermittently.

【0011】なお、この防水シート1の両側縁部分は、
遮水シート2と緩衝布3とが接着されておらず、遊離状
態となっている。
The side edge portions of the waterproof sheet 1 are
The water-blocking sheet 2 and the buffer cloth 3 are not adhered to each other and are in a free state.

【0012】次に、上述した防水シート1を、トンネル
の坑道内壁面20aに展張させる展張装置10について
説明する。この展張装置10は、図1に示すようにトン
ネル掘穿坑道20の内壁面20aである地山表面に一次
覆工コンクリート22が吹きつけられた後の、坑道20
内に枠組みされた作業架台11に、この坑道20の内壁
面20aの横断方向に沿って配設される湾曲形成したガ
イドレール12上を移動するようになっている。
Next, a spreading device 10 for spreading the above-mentioned waterproof sheet 1 on the inner wall surface 20a of the tunnel will be described. As shown in FIG. 1, the spreading device 10 is provided with the tunnel 20 after the primary lining concrete 22 is sprayed on the ground surface which is the inner wall surface 20a of the tunnel excavating tunnel 20.
The work platform 11 framed inside is moved on a curved guide rail 12 arranged along the transverse direction of the inner wall surface 20a of the tunnel 20.

【0013】展張装置10は、ロール状に巻回された前
記防水シート1が載置され、このロール状の防水シート
1を所定ピッチで解反させる送出機構(図示せず)が内
蔵されている。この送出機構は前記ガイドレール12上
を移動する搬送機構(図示せず)と連動している。
In the spreading device 10, the waterproof sheet 1 wound in a roll shape is placed, and a delivery mechanism (not shown) for unraveling the rolled waterproof sheet 1 at a predetermined pitch is built in. . The delivery mechanism is interlocked with a transport mechanism (not shown) that moves on the guide rail 12.

【0014】また、この展張装置10には、一対のアー
ム13が延設され、各アーム13先端間には押さえロー
ラ14が回動自在に略水平に軸支されている。押さえロ
ーラ14の両端部には、略L字形状のガイド爪16が突
設されている。
Further, a pair of arms 13 are extended in the spreading device 10, and a pressing roller 14 is rotatably and substantially horizontally supported between the ends of the arms 13. At both ends of the pressing roller 14, substantially L-shaped guide claws 16 are provided in a protruding manner.

【0015】そして、前述した送出機構により解反され
た前記防水シート1を、図2に示すように、緩衝布3側
を表面とするように一対のアーム13で伸長させ支持
し、各アーム13先端間の押さえローラ14にて、坑道
20の内壁面20aなどの被展張部分に、この防水シー
ト1の緩衝布3面を当接させるとともに、重合した遮水
シート2と緩衝布3との間に挿入されるガイド爪16に
よってこの緩衝布3の両側縁3aを、遮水シート2の両
側縁より剥離させ、浮上させるようになっている。
Then, as shown in FIG. 2, the waterproof sheet 1 unwound by the above-mentioned delivery mechanism is extended and supported by a pair of arms 13 with the cushioning cloth 3 side as the surface, and each arm 13 is supported. With the pressing roller 14 between the tips, the cushioning cloth 3 surface of the waterproof sheet 1 is brought into contact with the stretched portion such as the inner wall surface 20a of the gallery 20, and the space between the polymerized water-blocking sheet 2 and the cushioning cloth 3 is brought into contact. The side edges 3a of the cushioning cloth 3 are separated from the side edges of the water-impervious sheet 2 by the guide claws 16 inserted into the surface of the water-permeable sheet 2 so as to float.

【0016】また、この展張装置10には、作業者が搭
乗する作業台15が付設されている。この作業台15
は、ゴンドラ状に構成され、ガイドレール12上を移動
する展張装置10本体に対し、常に吊下状態となるよう
に設けられている。
The spreading device 10 is also provided with a workbench 15 on which a worker is to ride. This work table 15
Is configured in a gondola shape and is provided so as to be always in a suspended state with respect to the main body of the spreading device 10 moving on the guide rail 12.

【0017】次に、上記のように構成された展張装置1
0による上記防水シート1のトンネル掘穿坑道20への
展張方法について説明する。まず、上述した防水シート
1は、地山21側と対接する面、すなわち緩衝布3側を
内側となるようにロールの状に巻回される。
Next, the spreading device 1 configured as described above.
A method of spreading the waterproof sheet 1 on the tunnel excavation road 20 according to 0 will be described. First, the above-mentioned waterproof sheet 1 is wound in a roll so that the surface facing the natural ground 21 side, that is, the cushioning cloth 3 side is the inside.

【0018】そして、このロール状の防水シート1を、
図1に示すように、展張装置10に載置するとともに、
シート1の先端を押さえローラ14に掛け、また、図2
に示すように、両ガイド爪16にこの防水シート1の緩
衝布3の両側縁3aのみを引掛け、遮水シート2から浮
上させて、展張が開始される。
Then, the roll-shaped waterproof sheet 1 is
As shown in FIG. 1, while being placed on the spreading device 10,
The tip of the sheet 1 is hung on the pressing roller 14,
As shown in FIG. 3, both the guide claws 16 are hooked only on both side edges 3a of the cushioning cloth 3 of the waterproof sheet 1 to float from the water-blocking sheet 2 to start the expansion.

【0019】展張が開始されると、展張装置10は、ロ
ール状の防水シート1を送出機構にて解反させるととも
に、この防水シート1の緩衝布3面側を押さえローラ1
4で地山21側に当接させる。このとき、押さえローラ
14の両端部にて、防水シート1の緩衝布3の両側縁3
aが、ガイド爪16によって、遮水シート2の両側縁よ
り剥離され、浮上しており、この緩衝布3の両側縁3a
と遮水シート2の両側縁との間隙より、作業台15上の
作業者が,緩衝布3の両側縁3aをそれぞれ地山側へ釘
4等で固定する。
When the spreading is started, the spreading device 10 causes the roll-shaped waterproof sheet 1 to be unraveled by the feeding mechanism and presses the cushioning cloth 3 side of the waterproof sheet 1 to the roller 1.
In step 4, contact the natural ground 21 side. At this time, both side edges 3 of the cushioning cloth 3 of the waterproof sheet 1 are secured at both ends of the pressing roller 14.
a is peeled from the both side edges of the water-impervious sheet 2 by the guide claws 16 and floats up.
An operator on the workbench 15 secures both side edges 3a of the cushioning cloth 3 to the natural ground side with nails 4 or the like through the gap between the both sides of the water blocking sheet 2.

【0020】そして、展張装置10は、送出機構にて防
水シート1を所定ピッチ毎繰り出すとともに、この送出
機構に連動する搬送機構によってガイドレール上12を
このピッチに合わせて坑道20の横断方向に移動し、作
業者は順次この防水シート1の両側縁3aを釘4等で地
山21側へ固定する。
Then, the spreading device 10 feeds the waterproof sheet 1 at a predetermined pitch by the feeding mechanism, and moves the guide rail upper portion 12 in the transverse direction of the tunnel 20 in accordance with this pitch by the feeding mechanism interlocking with the feeding mechanism. Then, the worker sequentially fixes both side edges 3a of the waterproof sheet 1 to the natural ground 21 side with nails 4 or the like.

【0021】なお、防水シート1の遮水シート2は、全
幅にわたって押さえローラ14上を移動するが、緩衝布
3はガイド爪16によって、その両側縁3aがこの遮水
シート2との間に間隙を生じさせながら移動するので、
作業者はこの間隙より所定間隔毎に緩衝布3のみを地山
21側へ固定する。
Although the waterproof sheet 2 of the waterproof sheet 1 moves on the pressing roller 14 over the entire width, the cushion cloth 3 is guided by the guide claws 16 so that both side edges 3a thereof are separated from the waterproof sheet 2. Because it moves while causing
The operator fixes only the cushioning cloth 3 to the ground 21 side at predetermined intervals from this gap.

【0022】坑道20の横断方向に防水シート1が被着
され展張されると、展張装置10はガイドレール12と
ともに、架台11上を移動し、上記動作が繰り返され、
坑道20の内壁面20aが防水シート1で覆われ、次に
隣接する遮水シートの端縁と溶着し、その後に二次覆工
コンクリートの打設工程となる。
When the waterproof sheet 1 is applied and stretched in the transverse direction of the gallery 20, the stretching device 10 moves together with the guide rails 12 on the pedestal 11, and the above operation is repeated.
The inner wall surface 20a of the tunnel 20 is covered with the waterproof sheet 1, and then welded to the edge of the adjacent water-impervious sheet, followed by the step of placing secondary lining concrete.

【0023】従ってこのように構成された防水シート1
の展張装置10では、防水シート1の緩衝布3面を押さ
えローラ14によって地山21側に当接させるととも
に、この押さえローラ14の両端部に配設されたガイド
爪16によって、前記防水シート1の遮水シート2両側
縁と緩衝布3の両側縁3aとを互いに剥離させ、遮水シ
ート2より緩衝布3の両側縁3aを浮上させるので、防
水シート1が重合状態とならず、この緩衝布3を地山2
1側へ釘4等で固定させる際に、容易に作業が行える。
Therefore, the waterproof sheet 1 thus constructed
In the stretching device 10, the cushioning cloth 3 surface of the waterproof sheet 1 is brought into contact with the ground 21 side by the pressing roller 14, and the waterproof sheet 1 is guided by the guide claws 16 provided at both ends of the pressing roller 14. Since the both side edges of the water blocking sheet 2 and the both side edges 3a of the buffer cloth 3 are separated from each other and the both side edges 3a of the buffer cloth 3 are floated above the water blocking sheet 2, the waterproof sheet 1 does not become a superposed state, and this buffer Cloth 3 ground 2
The work can be easily performed when fixing to the 1 side with the nail 4 or the like.

【0024】これにより、遮水シート2の両側縁部を持
ち上げるという煩雑な作業を行わずに済むため、緩衝布
3の地山21側への固定を自動化することが可能とな
り、省人化・省力化を図ることができる。
As a result, since it is not necessary to perform the complicated work of lifting both side edges of the water-impervious sheet 2, it becomes possible to automatically fix the cushioning cloth 3 to the natural ground 21 side, which saves manpower. Labor saving can be achieved.

【0025】なお、上記実施例では、展張装置10に作
業者が搭乗するゴンドラ状作業台15が付設されたもの
について述べたが、図3に示すような作業架台11上に
て作業者が作業を行う構成の展張装置10Aでもよい。
In the above embodiment, the spreading device 10 is provided with the gondola-shaped work table 15 on which the worker rides, but the worker works on the work platform 11 as shown in FIG. The spreading device 10A configured to perform the above may be used.

【0026】[0026]

【発明の効果】以上説明したように本発明による防水シ
ートの展張方法とその装置では、防水シートの緩衝布面
を押さえローラによって地山側に当接させるとともに、
この押さえローラの両端部に配設されたガイド爪によっ
て、前記防水シートの遮水シート両側縁と緩衝布の両側
縁とを互いに剥離させ、遮水シートより緩衝布の両側縁
を浮上させるので、防水シートが重合状態とならないと
いう効果がある。
As described above, in the waterproof sheet spreading method and apparatus according to the present invention, the cushioning cloth surface of the waterproof sheet is brought into contact with the ground side by the pressing roller, and
By the guide claws arranged at both ends of the pressing roller, the water shield sheet both side edges of the waterproof sheet and the both side edges of the cushioning cloth are separated from each other, so that both side edges of the cushioning cloth are floated from the water shield sheet. There is an effect that the waterproof sheet does not become a polymerized state.

【0027】これにより、この緩衝布の両側縁と遮水シ
ートの両側縁との間に、間隙が生じるので、緩衝布を地
山側へ釘等で固定させる際に、容易に作業が行えるとい
う効果がある。
As a result, a gap is formed between the side edges of the cushioning cloth and the side edges of the impermeable sheet, so that the work can be easily performed when the cushioning cloth is fixed to the ground side with nails or the like. There is.

【0028】また、遮水シートの両側縁部を持ち上げる
という煩雑な作業を行わずに済むため、緩衝布の地山側
への固定を従来に比べ短時間で行えるという効果があ
る。さらに、この固定作業を自動化することが可能とな
り、省人化・省力化を図ることができるという効果があ
る。
Further, since it is not necessary to perform the complicated work of lifting both side edges of the water-impervious sheet, there is an effect that the cushioning cloth can be fixed to the ground side in a shorter time than in the conventional case. Further, this fixing work can be automated, which has the effect of saving labor and labor.

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

【図1】本発明による防水シートの展張装置の一実施例
を示す概略側面図
FIG. 1 is a schematic side view showing an embodiment of a waterproof sheet spreading device according to the present invention.

【図2】同実施例による展張装置の要部拡大斜視図FIG. 2 is an enlarged perspective view of a main part of the spreading device according to the embodiment.

【図3】他の実施例による展張装置の概略側面図FIG. 3 is a schematic side view of a spreading device according to another embodiment.

【符号の説明】[Explanation of symbols]

1…防水シート 2…遮水シート 2a…地山対接面(一方の面) 3…緩衝布 3a…側縁 10…展張装置 14…押さえローラ 16…ガイド爪 20…坑道 20a…内壁面 21…地山 DESCRIPTION OF SYMBOLS 1 ... Waterproof sheet 2 ... Impermeable sheet 2a ... Ground contact surface (one surface) 3 ... Buffer cloth 3a ... Side edge 10 ... Spreading device 14 ... Pressing roller 16 ... Guide claw 20 ... Tunnel 20a ... Inner wall surface 21 ... Natural ground

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 遮水シートの地山対接面に、通水性を有
する緩衝布が、中間の複数の箇所を接着されて重複形成
され、トンネル掘穿坑道の内壁面に、該坑道の地山から
浸出する湧水を集排水させる防水シートを展張する方法
において、 ロール状に巻回された前記防水シートを解反させた後、
該防水シートの緩衝布の両側縁を遮水シートの両側縁よ
り剥離し浮上させるとともに、前記緩衝布面を押さえロ
ーラで前記地山側へ当接させ、同時に前記緩衝布の両側
縁のみを地山側に固定して、前記坑道の内壁面の横断方
向に連続して被着させることを特徴とする防水シートの
展張方法。
1. A cushioning cloth having water permeability is formed on the ground-contacting surface of the water-impervious sheet by adhering a plurality of intermediate portions to each other, and is formed over the inner wall surface of the tunnel excavation tunnel. In the method of spreading the waterproof sheet for collecting and draining the spring water leaching from the mountain, after unwinding the waterproof sheet wound in a roll,
The both sides of the cushioning cloth of the waterproof sheet are separated from the both sides of the water-impervious sheet so as to float, and the cushioning cloth surface is pressed against the ground side by a pressing roller, and at the same time, only both side edges of the cushioning cloth are ground side. A method of spreading a waterproof sheet, characterized in that the waterproof sheet is fixed to the inner wall of the tunnel and continuously applied in the transverse direction of the inner wall surface of the tunnel.
【請求項2】 遮水シートの地山対接面に、通水性を有
する緩衝布が、中間の複数の箇所を接着されて重複形成
され、トンネル掘穿坑道の内壁面に、該坑道の地山から
浸出する湧水を集排水させる防水シートを展張する装置
において、 前記防水シートの緩衝布面を前記地山側に当接させる押
さえローラと、 該押さえローラの両端部に配設され、前記防水シートの
緩衝布の両側縁を、遮水シートの両側縁より剥離し浮上
させるガイド爪と、 を具備したことを特徴とする防水シートの展張装置。
2. A cushioning cloth having water permeability is overlapped and formed on a surface of the water-impervious sheet facing the natural ground by adhering a plurality of intermediate portions to the inner wall surface of the tunnel excavation tunnel. A device for spreading a waterproof sheet for collecting and draining spring water leaching from a mountain, comprising: a pressing roller for bringing a cushioning cloth surface of the waterproof sheet into contact with the natural ground side; A waterproof sheet spreading device comprising: a guide claw that separates and floats both side edges of the cushioning cloth of the sheet from the both side edges of the waterproof sheet.
JP01890593A 1993-02-05 1993-02-05 Spreading method of waterproof sheet and its device Expired - Fee Related JP3216296B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01890593A JP3216296B2 (en) 1993-02-05 1993-02-05 Spreading method of waterproof sheet and its device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01890593A JP3216296B2 (en) 1993-02-05 1993-02-05 Spreading method of waterproof sheet and its device

Publications (2)

Publication Number Publication Date
JPH06229198A true JPH06229198A (en) 1994-08-16
JP3216296B2 JP3216296B2 (en) 2001-10-09

Family

ID=11984617

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01890593A Expired - Fee Related JP3216296B2 (en) 1993-02-05 1993-02-05 Spreading method of waterproof sheet and its device

Country Status (1)

Country Link
JP (1) JP3216296B2 (en)

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* Cited by examiner, † Cited by third party
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CN108756919A (en) * 2018-07-27 2018-11-06 中铁工程装备集团有限公司 It is synchronous to be laid with coiled material type compound shield
CN117846663A (en) * 2024-03-07 2024-04-09 河南省亿鸿防腐安装工程有限公司 Waterproofing membrane of municipal tunnel lays equipment

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756919A (en) * 2018-07-27 2018-11-06 中铁工程装备集团有限公司 It is synchronous to be laid with coiled material type compound shield
CN108756919B (en) * 2018-07-27 2024-03-12 中铁工程装备集团有限公司 Synchronous laying coiled material type composite shield machine
CN117846663A (en) * 2024-03-07 2024-04-09 河南省亿鸿防腐安装工程有限公司 Waterproofing membrane of municipal tunnel lays equipment
CN117846663B (en) * 2024-03-07 2024-05-17 河南省亿鸿防腐安装工程有限公司 Waterproofing membrane of municipal tunnel lays equipment

Also Published As

Publication number Publication date
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