JP2001355398A - Tunnel waterproof method - Google Patents
Tunnel waterproof methodInfo
- Publication number
- JP2001355398A JP2001355398A JP2000175769A JP2000175769A JP2001355398A JP 2001355398 A JP2001355398 A JP 2001355398A JP 2000175769 A JP2000175769 A JP 2000175769A JP 2000175769 A JP2000175769 A JP 2000175769A JP 2001355398 A JP2001355398 A JP 2001355398A
- Authority
- JP
- Japan
- Prior art keywords
- cement concrete
- waterproof sheet
- secondary lining
- tunnel
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明はトンネルの防水工法
に関する。なお、本発明ではペースト、モルタル、及び
コンクリートを総称してセメントコンクリートという。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel waterproofing method. In the present invention, paste, mortar, and concrete are collectively referred to as cement concrete.
【０００２】[0002]
【従来の技術】我が国のトンネル工法は現在ＮＡＴＭ工
法が主流になっている。ＮＡＴＭ工法はトンネル掘削直
後に吹付モルタルや吹付コンクリートによる一次覆工を
施工し、掘削部分の岩石等の落下、漏水を止めた後に、
二次覆工コンクリートを打設し、トンネルの強度を持た
せることによりトンネルを安定化させる方法である。こ
の時にトンネル内への漏水を防止し、二次覆工コンクリ
ートの地山への拘束や地山の動き等によるひび割れを防
止できるよう、一次覆工コンクリートと二次覆工コンク
リートとの間の防水、絶縁（アイソレーション）を目的
に、防水シートを配置することが行なわれている。又、
最近トンネルボーリングマシンによるトンネルの掘削も
行なわれているが（ＴＢＭ工法）、同様の目的で防水シ
ートが配置されている。2. Description of the Related Art In Japan, the NATM method is currently the mainstream. In the NATM method, primary lining with sprayed mortar or sprayed concrete is carried out immediately after tunnel excavation, and after the rocks and other parts of the excavated part have fallen and water leakage has been stopped,
This method is to stabilize the tunnel by placing secondary lining concrete and increasing the strength of the tunnel. At this time, waterproof between the primary lining concrete and the secondary lining concrete to prevent water leakage into the tunnel and to prevent the secondary lining concrete from binding to the ground and cracking due to the movement of the ground 2. Description of the Related Art A waterproof sheet is provided for the purpose of insulation (isolation). or,
Recently, a tunnel boring machine has been used to excavate a tunnel (TBM method), but a waterproof sheet is provided for the same purpose.
【０００３】又、シートの巾は１〜２ｍと狭いので、こ
の防水シートの端部同士を重ね合わせて熔着接合する際
には大きな労力を有し、手間が掛かり、不経済であると
いう課題があった。[0003] Further, since the width of the sheet is as narrow as 1 to 2 m, it is time-consuming, labor-intensive and uneconomical when the ends of the waterproof sheet are overlapped and welded together. was there.
【０００４】さらに、性能的にも熔着部分の不良、掘削
面の凹凸部分による防水シートの破損等により、防水シ
ートと二次覆工コンクリートとの間に水が浸入し、防水
性が得られないという課題があった。[0004] Further, in terms of performance, water penetrates between the waterproof sheet and the secondary lining concrete due to defective welded portions, breakage of the waterproof sheet due to unevenness of the excavated surface, and the like, and water resistance is obtained. There was a problem that there was not.
【０００５】[0005]
【発明が解決しようとする課題】防水シートの破損を防
ぐために防水シートの厚さを厚くすると、防水シートの
端部同士の熔着がより難しくなり、防水シートの質量が
大きくなるので施工性がより悪くなるという課題があっ
た。If the thickness of the waterproof sheet is increased in order to prevent the waterproof sheet from being damaged, welding of the ends of the waterproof sheet becomes more difficult and the mass of the waterproof sheet increases, so that the workability is reduced. There was a problem of getting worse.
【０００６】本発明者は、前記の課題を種々検討した結
果、二次覆工セメントコンクリートの打設に先立ち、二
次覆工セメントコンクリートと接着性を有する防水シー
トを一次吹付セメントコンクリート表面に配置し、二次
覆工セメントコンクリートと一体化させることにより、
防水シートの端部同士の接合不良部や破損部から防水シ
ートと二次覆工コンクリートとの間へ水が浸入するのを
防ぎ、二次覆工セメントコンクリートにひび割れが発生
しても漏水を防止し、防水性を大幅に向上できるトンネ
ル防水工法を見出し、本発明を完成するに至った。[0006] As a result of various studies on the above problems, the present inventor placed a waterproof sheet having an adhesive property with the secondary lining cement concrete on the surface of the primary sprayed cement concrete before placing the secondary lining cement concrete. And, by integrating with the secondary lining cement concrete,
Prevents water from entering between the waterproof sheet and the secondary lining concrete from poorly bonded or damaged parts of the ends of the waterproof sheet, and prevents water leakage even if cracks occur in the secondary lining cement concrete Then, they found a tunnel waterproofing method capable of greatly improving waterproofness, and completed the present invention.
【０００７】[0007]
【課題を解決するための手段】即ち、本発明は、トンネ
ルの掘削面に一次吹付セメントコンクリートを吹付けた
後、該一次吹付セメントコンクリート表面に二次覆工セ
メントコンクリートと接着性を有する防水シートを配置
し、該防水シート表面に二次覆工セメントコンクリート
を打設してなることを特徴とするトンネルの防水工法で
あり、トンネルの掘削面に一次吹付セメントコンクリー
トを吹付けた後、該一次吹付セメントコンクリート表面
に緩衝・導水層を設け、該緩衝・導水層表面に二次覆工
セメントコンクリートと接着性を有する防水シートを配
置し、該防水シート表面に二次覆工セメントコンクリー
トを打設してなることを特徴とするトンネルの防水工法
であり、防水シートが打設した二次覆工セメントコンク
リートと接着性を有する層を保有する多層防水シートで
あることを特徴とする該トンネルの防水工法である。That is, the present invention provides a waterproof sheet having an adhesive property with a secondary lining cement concrete on the surface of the primary sprayed cement concrete after the primary sprayed cement concrete is sprayed on the excavated surface of the tunnel. A waterproofing method for a tunnel characterized by placing a secondary lining cement concrete on the surface of the waterproof sheet, and after spraying a primary spraying cement concrete on an excavated surface of the tunnel, A buffer / water-guiding layer is provided on the surface of the sprayed cement concrete, and a waterproof sheet having an adhesive property with the secondary lining cement concrete is arranged on the surface of the buffer / water-guiding layer, and a secondary lining cement concrete is cast on the surface of the waterproof sheet This is a tunnel waterproofing method characterized by the fact that it has an adhesive property with the secondary lining cement concrete with a waterproof sheet cast in it. A waterproof construction method of the tunnel, which is a multilayer waterproofing sheet carrying a layer.
【０００８】[0008]
【発明の実施の形態】以下、本発明を詳細に説明する。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail.
【０００９】本発明は、掘削したトンネル面に好ましく
は急硬性の、一次吹付セメントコンクリートを吹付けた
後に、二次覆工セメントコンクリートと接着性を有する
防水シートを配置することにより、防水シートとトンネ
ルを一体化させる工法である。この防水シートは、二次
覆工セメントコンクリートの乾燥収縮、完成後の地山等
の影響によるセメントコンクリートのひび割れに良く追
従するものである。セメントコンクリートと防水シート
を一体化させることにより、防水シートに破損が生じて
も水に接触するのは破損した部分のみである、この為、
シート破損部分の２次覆工コンクリートにひび割れが発
生しない限り漏水は生じないので、漏水の確立は大幅に
減少し良好な防水性能が得られる。又、従来の防水シー
トのように防水シートと二次覆工セメントコンクリート
との間隙に水が浸入し、トンネル全体の防水性能が損な
われ、２次覆工セメントコンクリートのひび割れにより
漏水が発生する事はない。さらに、トンネル自体にひび
割れが生じても二次覆工セメントコンクリートと一体化
した防水シートはひび割れ追従性が良好で破損せず、漏
水を防ぐため、従来の防水工法に比較して格段に防水性
能が向上するものである。[0009] The present invention is to provide a waterproofing sheet by spraying a preferably hardened primary spraying cement concrete onto the excavated tunnel surface, and then arranging a waterproofing sheet having an adhesive property with the secondary lining cement concrete. This is a method of integrating tunnels. This waterproof sheet follows the cracking of the cement concrete due to the influence of the drying shrinkage of the secondary lining cement concrete and the ground after completion, and the like. By integrating the cement concrete and the waterproof sheet, even if the waterproof sheet is damaged, only the damaged part comes into contact with water.
Water leakage does not occur unless cracks occur in the secondary lining concrete at the sheet breakage portion, so that the probability of water leakage is greatly reduced and good waterproof performance is obtained. In addition, water penetrates into the gap between the waterproof sheet and the secondary lining cement concrete as in the conventional waterproof sheet, impairs the waterproof performance of the entire tunnel, and causes water leakage due to cracking of the secondary lining cement concrete. There is no. Furthermore, even if cracks occur in the tunnel itself, the waterproof sheet integrated with the secondary lining cement concrete has good crack followability and does not break, preventing water leakage. Is improved.
【００１０】二次覆工セメントコンクリートと接着性を
有する防水シートとしては、イソプレンゴム系シート等
の未架橋ゴム系シートや天然ゴム系シート等が挙げられ
る。Examples of the waterproof sheet having an adhesive property with the secondary lining cement concrete include an uncrosslinked rubber sheet such as an isoprene rubber sheet and a natural rubber sheet.
【００１１】二次覆工セメントコンクリートと接着性を
有する防水シートには、酸化防止剤、紫外線防止剤、及
び粘着性低下剤等を含有させてもよい。The waterproof sheet having an adhesive property with the secondary lining cement concrete may contain an antioxidant, an ultraviolet ray inhibitor, a tackifier and the like.
【００１２】本発明では、地山と一体化した一次覆工セ
メントコンクリートとのアイソレーション効果を大きく
する点で、二次覆工セメントコンクリートに接着性を有
する層を高分子系シートと積層にすることが好ましい。
二次覆工セメントコンクリートと接着性を有する層と、
高分子系シートとを積層にした多層防水シートを用いた
場合、一次吹付セメントコンクリート表面側と高分子系
シートを接するように配置し、二次覆工セメントコンク
リートと接着性を有する防水シート表面側に、二次覆工
セメントコンクリートを打設するものである。In the present invention, a layer having adhesiveness to the secondary lining cement concrete is laminated with the polymer sheet in order to increase the isolation effect with the primary lining cement concrete integrated with the ground. Is preferred.
Secondary lining cement concrete and an adhesive layer,
When using a multi-layer waterproof sheet laminated with a polymer sheet, the primary sprayed cement concrete surface side and the polymer sheet are placed in contact with each other, and the secondary sheet lining cement concrete and the waterproof sheet surface side having adhesiveness Then, secondary lining cement concrete is cast.
【００１３】高分子系シートの材料としては、高密度ポ
リエチレン、低密度ポリエチレン、及びエチレン酢酸ビ
ニル共重合体（ＥＶＡ）等の共重合体、並びにポリプロ
ピレン等が挙げられる。これらの中では、アイソレーシ
ョン効果、強度、ひび割れ追従性、及び価格等の点で、
高密度ポリエチレンが好ましい。Examples of the material for the polymer sheet include high-density polyethylene, low-density polyethylene, copolymers such as ethylene-vinyl acetate copolymer (EVA), and polypropylene. Among them, in terms of isolation effect, strength, crack followability, and price,
High density polyethylene is preferred.
【００１４】本発明では、アイソレーション効果を向上
し、地下水の多い場所での水圧を低減し、防水効果を大
きくするために、二次覆工セメントコンクリートと接着
性を有する防水シートの配置に先立って、緩衝・導水層
を設けることが好ましい。緩衝・導水層としては、パル
プ等の繊維状物質を吹付けて形成した層、ポリエステル
繊維やポリプロピレン等の繊維等の不織布、及び凹凸状
の板等が挙げられる。According to the present invention, in order to improve the isolation effect, reduce the water pressure in a place where there is a large amount of groundwater, and increase the waterproof effect, prior to disposing the waterproof sheet having adhesiveness with the secondary lining cement concrete. It is preferable to provide a buffer / water guide layer. Examples of the buffering / water-guiding layer include a layer formed by spraying a fibrous substance such as pulp, a nonwoven fabric such as a fiber such as polyester fiber or polypropylene, and an uneven plate.
【００１５】又、本防水工法はトンネルの床部分にも使
用でき、床部分からの漏水防止にも大きな効果を発揮で
きる。The waterproofing method can also be used on the floor of a tunnel, and can exert a great effect on preventing water leakage from the floor.
【００１６】防水シート、不織布、及び凹凸状の板を一
次吹付セメントコンクリート表面に固定する方法として
は特に限定しないが、接着剤や鋲を用いてもよい。The method for fixing the waterproof sheet, the nonwoven fabric, and the uneven plate to the surface of the primary sprayed cement concrete is not particularly limited, but an adhesive or a tack may be used.
【００１７】このようにして二次覆工セメントコンクリ
ートと接着性を有する防水シートを設置した後、さらに
二次覆工セメントコンクリートを打設し、工事を完了さ
せる。After the waterproofing sheet having the adhesive property with the secondary lining cement concrete is installed in this way, the secondary lining cement concrete is further poured and the construction is completed.
【００１８】[0018]
【実施例】以下、実験例に基づき本発明を詳細に説明す
る。The present invention will be described below in detail based on experimental examples.
【００１９】実施例１ 間口４ｍ、高さ３．５ｍ、奥行き３ｍのＵ字型の模擬ト
ンネルを作成した。模擬トンネルには、トンネル地山面
の凹凸を仮定して、巾１５ｃｍ、高さ２０ｃｍ、長さ２
０ｃｍのコンクリート性ブロックを適当な間隔にて１５
個取り付け、凹凸面を形成した。一次吹付モルタルとし
て急硬性モルタルを用い、急硬性モルタルを厚さ１０ｃ
ｍになるように吹付けた。吹付後、一次吹付モルタル表
面に、二次覆工コンクリートと接着性を有する多層防水
シート（商品名「Ｐｒｅｐｒｕｆｅ３００」、米国、グ
レース・コンストラクション・プロダクツ社製、コンク
リートとの接着性を有する層とポリエチレン層の２層か
らなる２層シート、厚さ２．７ｍｍ）を打鋲固定した。
その後、二次覆工コンクリートを厚さ３０ｃｍになるよ
うに打設した。尚、多層防水シートは破損を想定して、
一部に切れ目を入れた。Example 1 A U-shaped simulated tunnel having a width of 4 m, a height of 3.5 m and a depth of 3 m was prepared. The simulated tunnel has a width of 15 cm, a height of 20 cm, and a length of 2
0cm concrete block at appropriate intervals 15
Individually attached, an uneven surface was formed. Using a quick-hardening mortar as the primary spraying mortar, and setting the quick-hardening mortar to a thickness of 10c.
m. After spraying, on the surface of the primary sprayed mortar, a multilayer waterproof sheet (trade name “Preprue300”, manufactured by Grace Construction Products Co., Ltd. in the United States, a layer having an adhesive property to concrete and a polyethylene layer) (Two-layer sheet, 2.7 mm thick) composed of the two layers was fixed with rivets.
Then, the secondary lining concrete was cast to a thickness of 30 cm. In addition, assuming that the multilayer waterproof sheet is damaged,
Some cuts were made.
【００２０】二次覆工コンクリートを打設してから２８
日後、ボーリングにより試験体を切り出し、コンクリー
トとの接着性をチェックした。二次覆工コンクリートと
防水シートが良好に接着、一体化していた。二次覆工コ
ンクリートと防水シートとの剥離強度は０．９Ｎ／ｍｍ
以上であった。切れ目の部分も二次覆工コンクリートと
良く一体化しており、コンクリートの切れ目は２ｍｍ以
下の線状になっていた。又、一次吹付コンクリートと多
層防水シートとの隙間に６０ｍの静水圧を掛けたが、水
は多層防水シートと二次覆工コンクリートとの間隙に入
り込まず、良好な防水性を示した。尚、使用した多層防
水シートは接着性を有するため、多層防水シートの端部
同士を重ね合わせるだけで多層防水シート同士が良好に
接着できる。そのため、施工性が非常に良好で、重ね合
わせ部接着強度も１．７Ｎ／ｍｍと優れた値が得られ
た。又、トンネルのひび割れを想定して二次覆工コンク
リートに応力を掛け、ひび割れを作ったが、多層防水シ
ートに異常は見られなかった。After placing the secondary lining concrete, 28
One day later, the specimen was cut out by boring, and the adhesion to concrete was checked. The secondary lining concrete and waterproof sheet were well bonded and integrated. Peel strength between secondary lining concrete and waterproof sheet is 0.9N / mm
That was all. The cuts were also well integrated with the secondary lining concrete, and the cuts in the concrete had a linear shape of 2 mm or less. In addition, although a hydrostatic pressure of 60 m was applied to the gap between the primary sprayed concrete and the multilayer waterproof sheet, water did not enter the gap between the multilayer waterproof sheet and the secondary lining concrete, indicating good waterproofness. In addition, since the used multilayer waterproof sheet has adhesiveness, the multilayer waterproof sheets can be adhered to each other simply by overlapping the ends of the multilayer waterproof sheet. Therefore, the workability was very good, and the adhesive strength at the overlapped portion was 1.7 N / mm, which was an excellent value. In addition, stress was applied to the secondary lining concrete assuming cracks in the tunnel to form cracks, but no abnormality was found in the multilayer waterproof sheet.
【００２１】なお、各物性の試験方法は以下の通り。コ
ンクリートとの接着強度：ＡＳＴＭ Ｄ ９０３に準ずる
（９０度剥離強度）。重ね合わせ部接着強度：ＡＳＴＭ
Ｄ １８７６に準ずる（多層防水シート同士を重ね合わ
せたものにつき測定）。The test method of each physical property is as follows. Adhesive strength to concrete: according to ASTM D 903 (90 degree peel strength). Laminated part adhesive strength: ASTM
According to D 1876 (measured on a laminate of multilayer waterproof sheets).
【００２２】実施例２ 二次覆工コンクリートと接着性を有する多層防水シート
として、商品名「サンタックアースシート」（早川ゴム
社製、イソプレンゴム系防水シート、不織布裏打ち品）
を用いたこと以外は、実施例１と同様に行った。Example 2 As a multi-layer waterproof sheet having an adhesive property with the secondary lining concrete, a trade name "Santac Earth Sheet" (made by Hayakawa Rubber Co., isoprene rubber-based waterproof sheet, non-woven lined product)
The procedure was performed in the same manner as in Example 1 except that
【００２３】二次覆工コンクリートを打設してから２８
日後、ボーリングにより試験体を切り出し、コンクリー
トとの接着性をチェックした。二次覆工コンクリートと
多層防水シートが良好に接着、一体化していた。しか
し、実施例１に比較して多層防水シートの端部同士を接
合するのが難しく、作業性では若干難があった。After placing the secondary lining concrete, 28
One day later, the specimen was cut out by boring, and the adhesion to concrete was checked. The secondary lining concrete and the multilayer waterproof sheet were well bonded and integrated. However, it was more difficult to join the ends of the multilayer waterproof sheet than in Example 1, and there was some difficulty in workability.
【００２４】比較例１ 二次覆工コンクリートと接着性を有する多層防水シート
の代わりに、ＥＶＡ製の防水シート（二次覆工コンクリ
ートと接着性を有しないもの）を用いたこと以外は、実
施例１と同様に行った。COMPARATIVE EXAMPLE 1 Except for using a waterproof sheet made of EVA (having no adhesive property with the secondary lining concrete) in place of the multilayer waterproof sheet having the adhesive property with the secondary lining concrete, the procedure was carried out. It carried out like Example 1.
【００２５】一次吹付モルタルと防水シートの間に３０
ｍの静水圧に相当する圧力を掛けた所、破損を想定した
切れ目から防水シートと二次覆工コンクリートの間隙に
水が多量に入り込み、防水シートとしての性能が得られ
なかった。Between the primary spray mortar and the tarpaulin, 30
When a pressure corresponding to the hydrostatic pressure of m was applied, a large amount of water entered into the gap between the waterproof sheet and the secondary lining concrete from a break assumed to be damaged, and the performance as the waterproof sheet was not obtained.
【００２６】[0026]
【発明の効果】本発明の二次覆工セメントコンクリート
と接着性を有する防水シートを用いて、二次覆工セメン
トコンクリートと防水シートを一体化することにより、
防水シートの一部が破損しても水が防水シートと二次覆
工コンクリートとの間隙に浸入することがなく、良好な
防水性能が確保できる。又、本発明の防水シートのひび
割れ追従性は良好であり、二次覆工セメントコンクリー
トにひび割れが発生しても防水シートは破損せず、良好
な防水性能が確保できる。万一ひび割れ巾が大きく、防
水シートの破損が生じても、防水シートの他の部分は二
次覆工セメントコンクリートが一体化しており、水が防
水シートと二次覆工コンクリートとの間隙に浸入するこ
とはないので、その産業的利益は極めて大きい。The secondary lining cement concrete and the waterproof sheet are integrated by using the secondary lining cement concrete of the present invention and the waterproof sheet having adhesiveness.
Even if a part of the waterproof sheet is broken, water does not enter the gap between the waterproof sheet and the secondary lining concrete, and good waterproof performance can be secured. Moreover, the waterproof sheet of the present invention has good crack followability, and even if cracks occur in the secondary lining cement concrete, the waterproof sheet is not damaged, and good waterproof performance can be secured. Even if the crack width is large and the tarpaulin is damaged, the other part of the tarpaulin is integrated with the secondary lining cement concrete, and water enters the gap between the tarpaulin and the secondary lining concrete. Because it does not, its industrial benefits are huge.
Claims (3)
ンクリートを吹付けた後、該一次吹付セメントコンクリ
ート表面に二次覆工セメントコンクリートと接着性を有
する防水シートを配置し、該防水シート表面に二次覆工
セメントコンクリートを打設してなることを特徴とする
トンネルの防水工法。After a primary sprayed cement concrete is sprayed on an excavated surface of a tunnel, a waterproof sheet having an adhesive property with a secondary lining cement concrete is disposed on the surface of the primary sprayed cement concrete. Next, a tunnel waterproofing method characterized by casting cement concrete.
ンクリートを吹付けた後、該一次吹付セメントコンクリ
ート表面に緩衝・導水層を設け、該緩衝・導水層表面に
二次覆工セメントコンクリートと接着性を有する防水シ
ートを配置し、該防水シート表面に二次覆工セメントコ
ンクリートを打設してなることを特徴とするトンネルの
防水工法。2. A primary sprayed cement concrete is sprayed on an excavated surface of a tunnel, and a buffer / water guide layer is provided on the primary sprayed cement concrete surface, and the secondary lining cement concrete is adhered to the buffer / water guide layer surface. A waterproofing method for a tunnel, comprising arranging a waterproof sheet having the following characteristics, and placing a secondary lining cement concrete on the surface of the waterproof sheet.
コンクリートと接着性を有する層を保有する多層防水シ
ートであることを特徴とする請求項１又は２記載のトン
ネルの防水工法。3. The waterproofing method for a tunnel according to claim 1, wherein the waterproofing sheet is a multilayer waterproofing sheet having a layer having an adhesive property with the cast secondary lining cement concrete.
Priority Applications (13)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000175769A JP2001355398A (en) | 2000-06-12 | 2000-06-12 | Tunnel waterproof method |
| KR1020027016943A KR100783985B1 (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| AT01946109T ATE336641T1 (en) | 2000-06-12 | 2001-06-05 | METHOD FOR WATERPROOFING TUNNELS |
| EP01946109A EP1290312B1 (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| PCT/US2001/018239 WO2001096709A1 (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| DE60122322T DE60122322T2 (en) | 2000-06-12 | 2001-06-05 | METHOD FOR WATER SEALING TUNNELS |
| AU6819601A AU6819601A (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| CNB018140092A CN1328475C (en) | 2000-06-12 | 2001-06-05 | Tunnel waterproofing method |
| ES01946109T ES2269425T3 (en) | 2000-06-12 | 2001-06-05 | METHOD FOR WATERPROOFING OF TUNNELS. |
| CA002411273A CA2411273C (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| AU2001268196A AU2001268196B8 (en) | 2000-06-12 | 2001-06-05 | A tunnel waterproofing method |
| US10/297,360 US6793441B2 (en) | 2000-06-12 | 2001-06-05 | Tunnel waterproofing method |
| HK03102752A HK1050560A1 (en) | 2000-06-12 | 2003-04-16 | A tunnel waterproofing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000175769A JP2001355398A (en) | 2000-06-12 | 2000-06-12 | Tunnel waterproof method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001355398A true JP2001355398A (en) | 2001-12-26 |
Family
ID=18677597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000175769A Pending JP2001355398A (en) | 2000-06-12 | 2000-06-12 | Tunnel waterproof method |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP1290312B1 (en) |
| JP (1) | JP2001355398A (en) |
| KR (1) | KR100783985B1 (en) |
| CN (1) | CN1328475C (en) |
| AT (1) | ATE336641T1 (en) |
| AU (2) | AU2001268196B8 (en) |
| CA (1) | CA2411273C (en) |
| DE (1) | DE60122322T2 (en) |
| ES (1) | ES2269425T3 (en) |
| HK (1) | HK1050560A1 (en) |
| WO (1) | WO2001096709A1 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100516464C (en) * | 2006-06-02 | 2009-07-22 | 四川省交通厅公路规划勘察设计研究院 | Tunnel support structure |
| CN101614129B (en) * | 2009-08-10 | 2011-07-27 | 招商局重庆交通科研设计院有限公司 | Construction method of tunnel waterproof and water drainage system |
| DE102014112159A1 (en) * | 2014-08-26 | 2016-03-03 | Köster Bauchemie AG | Process for producing water-sealed surfaces from cement-based materials |
| CN113309109B (en) * | 2021-05-26 | 2022-07-15 | 广西壮族自治区地质环境监测站 | Construction method for quickly blocking water and reinforcing near pit wall of deep foundation pit in loose soil layer |
Family Cites Families (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH499690A (en) * | 1967-03-22 | 1970-11-30 | Seborova Anna | Lining for buildings, in particular mining buildings |
| AT318862B (en) * | 1971-05-28 | 1974-11-25 | Sika Ag | Method for sealing the walls of engineering structures made of concrete |
| DE2819230A1 (en) * | 1978-05-02 | 1979-11-08 | Kalk Chemische Fabrik Gmbh | PROCEDURE FOR FILLING IN CAVITIES BETWEEN MOUNTAINS AND EXTENSION WHEN DRIVING ROADS IN MINING OPERATIONS |
| US4415751A (en) * | 1981-03-27 | 1983-11-15 | Eli Lilly And Company | Process for preparing phenylalkanoic acids |
| FI823889A0 (en) * | 1981-11-25 | 1982-11-12 | Mc Bauchemie Myller Gmbh & Co | FOERFARANDE FOER TAETNING OCH STABILISERING AV BYGGNADER OCH BYGGNADSDELAR SAMT MATERIAL FOER GENOMFOERANDE AV DETTA |
| FI69503C (en) * | 1984-03-13 | 1986-02-10 | Neste Oy | YTBELAGD BERGSBEHAOLLARE ELLER TUNNEL |
| ES537709A0 (en) * | 1984-11-16 | 1985-08-16 | Gordun Burillo Fernando | A SURFACE WATERPROOFING PROCEDURE, OF SPECIAL APPLICATION TO INTERIOR SURFACES OF TUNNELS, CHANNELS AND MINING |
| DE3519319A1 (en) * | 1985-05-30 | 1986-12-04 | Dr.Ing.H.C. F. Porsche Ag, 7000 Stuttgart | VARIABLE VALVE CONTROL FOR A PISTON PISTON COMBUSTION ENGINE |
| JPS6228478A (en) * | 1985-07-25 | 1987-02-06 | Mitsuboshi Belting Ltd | Water-proofing sheet having pressure-sensitive adhesive layer |
| CN1017366B (en) * | 1988-12-05 | 1992-07-08 | 铁道部山海关桥梁工厂 | Construction technology of preventing and controlling seepage in buildings |
| JPH03180699A (en) * | 1989-12-11 | 1991-08-06 | Asahi Chem Ind Co Ltd | Spring water processing material |
| CH688135A5 (en) * | 1994-12-05 | 1997-05-30 | Pierre Andre Follonier | Sealing for concrete works |
| GB2302153B (en) * | 1995-06-12 | 1999-10-20 | Wrc Plc | Pipeline renovation |
| GB2308848A (en) * | 1996-01-04 | 1997-07-09 | Grace W R & Co | Waterproofing materials |
| EP0725185A1 (en) * | 1996-01-08 | 1996-08-07 | Roland F. Wolfseher | Lining tunnels and method for its attachment |
| CN1154436A (en) * | 1996-01-12 | 1997-07-16 | 北京市地下铁道建设公司 | Method for making water-proof layer in tunnel |
| GB9625163D0 (en) * | 1996-12-04 | 1997-01-22 | Sandoz Ltd | Organic compounds |
| EP0898052B1 (en) * | 1997-08-15 | 2003-10-29 | Köster Bauchemie Gmbh | Method of sealing a subterranean formation against the penetration of water |
| GB9815685D0 (en) * | 1998-07-20 | 1998-09-16 | Mbt Holding Ag | Waterproofer |
| CN2372127Y (en) * | 1999-06-28 | 2000-04-05 | 周海东 | Tunnel sticking cloth rubber gas isolating board |
-
2000
- 2000-06-12 JP JP2000175769A patent/JP2001355398A/en active Pending
-
2001
- 2001-06-05 ES ES01946109T patent/ES2269425T3/en not_active Expired - Lifetime
- 2001-06-05 CN CNB018140092A patent/CN1328475C/en not_active Expired - Lifetime
- 2001-06-05 AU AU2001268196A patent/AU2001268196B8/en not_active Expired
- 2001-06-05 KR KR1020027016943A patent/KR100783985B1/en active IP Right Grant
- 2001-06-05 AU AU6819601A patent/AU6819601A/en active Pending
- 2001-06-05 AT AT01946109T patent/ATE336641T1/en not_active IP Right Cessation
- 2001-06-05 DE DE60122322T patent/DE60122322T2/en not_active Expired - Lifetime
- 2001-06-05 EP EP01946109A patent/EP1290312B1/en not_active Expired - Lifetime
- 2001-06-05 WO PCT/US2001/018239 patent/WO2001096709A1/en active IP Right Grant
- 2001-06-05 CA CA002411273A patent/CA2411273C/en not_active Expired - Lifetime
-
2003
- 2003-04-16 HK HK03102752A patent/HK1050560A1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| CA2411273C (en) | 2009-02-03 |
| AU6819601A (en) | 2001-12-24 |
| HK1050560A1 (en) | 2003-06-27 |
| EP1290312B1 (en) | 2006-08-16 |
| ES2269425T3 (en) | 2007-04-01 |
| AU2001268196B2 (en) | 2005-11-03 |
| DE60122322D1 (en) | 2006-09-28 |
| KR20030014710A (en) | 2003-02-19 |
| CN1328475C (en) | 2007-07-25 |
| EP1290312A1 (en) | 2003-03-12 |
| ATE336641T1 (en) | 2006-09-15 |
| CA2411273A1 (en) | 2001-12-20 |
| KR100783985B1 (en) | 2007-12-11 |
| WO2001096709A1 (en) | 2001-12-20 |
| EP1290312A4 (en) | 2005-05-04 |
| DE60122322T2 (en) | 2007-09-13 |
| AU2001268196B8 (en) | 2005-12-22 |
| CN1524159A (en) | 2004-08-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104847382B (en) | A kind of self-adhering type complex waterproof layer and its laying method for tunnel | |
| JP5960715B2 (en) | Formwork element | |
| US6793441B2 (en) | Tunnel waterproofing method | |
| JP2001355398A (en) | Tunnel waterproof method | |
| CN114109452A (en) | Waterproof structure of tunnel lining construction joint and construction method thereof | |
| KR100819822B1 (en) | Water proof construction method for tunnel using union water proof sheet | |
| CN110080796B (en) | Tunnel segment repairing process | |
| JPH1136352A (en) | Waterproof work of underground structure | |
| KR101171037B1 (en) | Method for compartmentalized tunnel waterproofing | |
| CN207998873U (en) | Basement bottom plate rear pouring tape structure | |
| CN207760890U (en) | Poured band of outer wall of basement enclosed construction | |
| AU2001268196A1 (en) | A tunnel waterproofing method | |
| JP7123335B2 (en) | Construction method of water stop structure of concrete joint | |
| CN204627637U (en) | A kind of autohesion complex waterproof layer for tunnel | |
| CN113585369A (en) | Construction method for joining new and old concrete of reconstructed basement | |
| CN112982497A (en) | High-performance connecting structure for joint parts of new concrete and old concrete and construction method | |
| JPH0952330A (en) | Waterproof sheet for tunnel | |
| JP4031410B2 (en) | Waterproof coating method | |
| KR100769664B1 (en) | Water leakage prevention structure between waterproof sheets for tunnel | |
| CN220117299U (en) | Pre-laid waterproof coiled material with joint edges having welding and water melting bonding functions | |
| JP2020063647A (en) | Tunnel waterproof sheet and tunnel | |
| KR101558458B1 (en) | Rooftop waterproof method using waterproof-tape | |
| US10907319B2 (en) | Blindside waterproofed building foundation system and method of forming same | |
| CN211228622U (en) | Basement seepage prevention structure | |
| JP2002047896A (en) | Construction method for isolation layer |