JP3955720B2 - Spring water treatment sheet material - Google Patents

Spring water treatment sheet material Download PDF

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Publication number
JP3955720B2
JP3955720B2 JP2000241829A JP2000241829A JP3955720B2 JP 3955720 B2 JP3955720 B2 JP 3955720B2 JP 2000241829 A JP2000241829 A JP 2000241829A JP 2000241829 A JP2000241829 A JP 2000241829A JP 3955720 B2 JP3955720 B2 JP 3955720B2
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Prior art keywords
sheet material
spring water
water treatment
treatment sheet
sheet
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JP2000241829A
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JP2002054396A (en
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廣 吉原
一重 新村
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株式会社吉原化工
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Description

【0001】
【発明の属する技術分野】
本発明は、ロックボルトと吹付コンクリートを主体に施工するトンネル壁の施工において、一次覆工コンクリート壁を貫通して打設されたロックボルト基端部の角プレートまたはナットを覆い湧水の排水路として機能する湧水処理シート材に関するものである。
【0002】
【従来の技術】
従来、トンネル内壁のコンクリート壁の施工にあたっては、一次覆工コンクリート壁と二次覆工コンクリート壁との間に非通水性の止水シートを介在させる工法が広く知られている。すなわち、この施工法によればトンネルの内壁面にコンクリートを吹き付けて形成した一次覆工コンクリート壁に対して多数本のロックボルトをその周方向に沿って幾重にも打設し、前記一次覆工コンクリート壁から突出するロックボルトの基端部には方形状の角プレートを嵌合すると共に該角プレートを一次覆工コンクリート壁に圧接するナットを螺合している。そして、周方向に並ぶ複数のロックボルトや角プレートにより前記止水シートが破損したり湧水が出る場合は作業中落ちないようにロックボルトの基端部や角プレートを覆うようにしてトンネル内壁面に合成樹脂製からなる帯状の湧水処理シート材を取付けるようにしている。更に詳述すると、施工にあたっては、まず前記湧水処理シート材をトンネルの内周面であって列設されるロックボルトの基端部、角プレートに宛がい、次にその両側縁に沿ってそれぞれその上から金属製の帯板を配置し、更にその上から帯板を介してトンネル内壁面に所定間隔置きにコンクリート釘を打設していた。このようにして、湧水処理シート材を取り付けた一次覆工コンクリート壁の表面を止水シートで覆い、さらにその表面に二次覆工コンクリートを吹き付けるようにしている。
【0003】
【発明が解決しようとする課題】
しかしながら、前記湧水処理シート材は一次覆工コンクリート壁の表面に宛がった状態で、その両側縁に沿ってそれぞれ金属製の帯板を配置しなければならないことから多人数による作業を必要とし非常に面倒であり、しかも金属製の帯板の上からコンクリート釘を打つことから、ともすると打ち込むときコンクリート釘の先端が滑るなどして外れ落とすなどその作業に多くの苦労と困難が伴い、しかも跳ね返ったコンクリート釘が作業者に当るなど危険も伴うものであった。このようにして、多くの湧水処理シート材を一次覆工コンクリート壁の表面に取り付けることから、作業能率が極めて低く施工期間が長期化していたため工期の短縮、施工コストの削減が強く叫ばれていた。
そこで、本発明は上記課題を解決すべくなされたもので、湧水処理シート材取付上の容易化・簡素化を図ることにより作業の高能率化及び工期の短縮、施工コストの削減を可能とした湧水処理シート材を提供することを目的とするものである。
【0004】
【課題を解決するための手段】
かかる目的を達成するため、本発明に係る湧水処理シート材は、帯状に形成されるシート本体の一面側にその長手方向に沿って、ポリプロピレン樹脂からなる多数のモノフィラメントをランダムなループ形状に堆積してマット状に形成される通水性を備えた弾性部材を配置固定し、また、前記シート本体の側端縁にはその長手方向に沿って合成樹脂等の軟弾性材料からなる取付ベルトを一体に設けた構成よりなる。そして、湧水が出る場合は、非通水性のシート本体が使用され、また湧水が出ない場合は、通水性のものであっても良い。取付ベルトはシート本体の両側端縁に沿って設けられた保持筒部に挿通されていることが好ましい。また、弾性部材の固定手段としては、例えばシート本体の一側面とこの面に貼り合わされて取り付けられる通水性の支持部材である不織布との間に弾性部材を介装する手段が採られる。
【0005】
シート本体の側端縁には取付ベルトを一体に設けたので、別途準備する補助材としての金属製の帯板は必要なくなり、このため作業が容易で簡素化され、コンクリート釘の跳ね返りも無く安全である。そして、該弾性部材が打設されたロックボルトの基端部、角プレートまたは基端部のナットを覆うことからシート本体の破損が防止される。また、通水性があることから湧水の排水路として機能し、しかも遊離石灰が付着しにくい。
【0006】
【発明の実施の形態】
以下、本発明に係る湧水処理シート材の実施の形態を図面と共に説明する。図1は、湧水処理シート材の裏面斜視図、図2は同平面断面図である。湧水処理シート材Aは、ポリプロピレン樹脂または塩化ビニル樹脂からなり非通水性であって帯状(通常10〜12m)に形成されるシート本体1の一面側に弾性部材2が配置固定されている。すなわち、前記シート本体1の一面側に、両側端部をその長手方向に沿って接着した支持部材としての不織布3が固定され、前記シート本体1と不織布3との間であって、不織布3側に弾性部材2が取付けられている。前記シート本体1は湧水を前提とするときは非通水性の素材が選ばれ、湧水を前提としないときは例えば不織布のような通水性の素材を選択しても良い。
【0007】
前記弾性部材2は、例えばポリプロピレン樹脂製からなり、多数のモノフィラメントをランダムなループ形状に堆積させてマット状に形成されており、不織布3にはステイプラー4止めして固定されている。ポリプロピレン樹脂を選択した理由は、ポリプロピレン樹脂がアルカリ性及びコンクリート、モルタルに対して長期的に安定ししかも極性がなく遊離石灰も付着させないからであり、多数のモノフィラメントをランダムなループ形状に堆積させることにより高い弾性と強度が備えられると共に耐久性にも優れる。また、ループ形状のモノフィラメント間の開口率を大きくすることにより通水性に優れ集水及び排水機能が高められ、湧水の排水流路を十分に確保するようにしている。また、所定長さ(例えば50cm程度)のものを継ぎ足して取り付けられ、場合によっては特別に所望の寸法または所望に湾曲した形状に成形される場合もある。
【0008】
前記支持部材である不織布3は、通水性を有ししかも水などにより容易に破損しない素材が選ばれるが、本実施の形態のように弾性部材2を覆うシート状に限られることはなく、図示は省略するが例えば弾性部材2の両側に配置されシート本体1と共に接着して固定するテープ状のものでもよく、他に帯、紐のようなものであっても良い。
【0009】
そして、前記シート本体1の両側端側1a,1aを所定の幅で一側面側に折り返し、その折り返し先端縁をシート本体1に一体に縫着5することによりその長手方向に沿って保持筒部6が設けられる。そして、各保持筒部6内には軟弾性材料からなる取付ベルト7が挿通される。なお、該取付ベルト7は保持筒部6にステイプラー8止めされる。前記取付ベルト7はシート本体1とほぼ同じ長さを有し、軟弾性材料である例えば合成樹脂材またはゴム、合成ゴム材であって後記するコンクリート釘が打設可能でありかつ強く一次覆工コンクリート壁面に圧着され、しかも容易に破断せずシート本体1を展張し得るものであれば良い。
【0010】
本発明に係る湧水処理シート材Aは上記構成よりなり、次にその使用方法について説明する。図3はトンネルの内壁面であって湧水処理シート材Aを取付ける状態を示す斜視図である。前記内壁面には一次覆工コンクリートを吹き付けた後、該一次覆工コンクリート壁W1に対して多数本のロックボルト9をその周方向に沿って幾重にも打設し、前記一次覆工コンクリート壁W1から突出するロックボルト9の基端部9aには方形状の角プレート10を嵌合すると共にナット11を螺合している。そして、該ナット11を螺締めして角プレート10を一次覆工コンクリート壁W1面に圧接するようにしている。12は前記ナット11に冠着される合成樹脂製のキャップであり、ロックボルト9の基端部9aまたはナット11により後記する止水シートSが破断しないように保護するためその端面が球状をしている。
【0011】
次に、図4に示すように弾性部材2を、トンネルの周方向に沿って幾重にも打設された各ロックボルト9に対応させその基端部9aに嵌合されるキャップ12を覆った状態で一時的に湧水処理シート材Aを押さえておき、いずれか一側の取付ベルト7を介して一時覆工コンクリート壁面W1に複数本のコンクリート釘13を順に打ち込んでゆく。このように、取付ベルト7があらかじめ設けられ、これに沿ってコンクリート釘13を順に打ち込むだけで済むことから、従来の金属製の帯板のようにそれを補助材として準備するといった煩わしさがなくなる。しかも、取付ベルト7が保持筒部6内に挿通されているので、シート本体1と一体に扱え至便である。更に、コンクリート釘13を打ち込んでも跳ね返ることがなく打込みが容易でありかつ安全に行なえる。
【0012】
更に、シート本体1の両側が取付ベルト7により押さえられるので、シート本体1両側の緩みが防止され、施工上の確実性が向上する。また、長さを通常トンネル内周面であって、周長の半分として例えば10または12mに設定しておけば、中央天端から両サイドに振り分けて湧水処理シート材Aが取付けられ、一人でも取付作業が可能となる。このようにして図5に示すように一次覆工コンクリート壁面W1に湧水処理シート材Aが取り付けられる。なお、この取付けられた湧水処理シート材Aには、100cmの間隔を置いて白い横断状のテープ14(検尺ラインという。)と番号15が貼着表示される。これは、施工が手順通り順に進行しているかどうかを容易に確認できるようにするためである。
【0013】
また、一次覆工コンクリート壁面W1側である不織布3とシート本体1間には弾性部材2が介在し集排水通路Hが形成されているので、図4鎖線に示すように一次覆工コンクリート壁面W1全面に止水シートSを介して二次覆工コンクリートW2が吹き付けられた後、ロックボルト9部分から湧水が出たとしても、集排水通路Hを通して確実に排水することができ、排水機能が損なわれることはない。また、弾性部材2はその弾性作用によりシート本体1および止水シートSの破損防止にも役立つものである。
【0014】
本実施の形態にあっては、シート本体1の両側に取付ベルト7を一体に設けた構成を示したが、これは湧水処理シート材Aを縦方向に取付ける場合であって、横方向すなわち水平方向に取付ける場合は、シート本体1を筒状に形成すると共に内部にその長手方向に沿って弾性部材2を配置固定し、また、筒状のシート本体1の一側(上側となる側)のみに取付ベルト7を設けるようにしても本発明の目的・効果は充分達成し得る。
【0015】
【発明の効果】
以上、説明したように本発明に係る湧水処理シート材は、シート本体の一面側にポリプロピレン樹脂からなる多数のモノフィラメントをランダムなループ形状に堆積してマット状に形成される通水性を備えた弾性部材を配置固定し、また、前記シート本体の側端縁には筒状の保持筒部を設けると共に該保持筒部内に軟弾性材料からなる取付ベルトを挿通するようにしたので、湧水処理シート材をトンネルの内周面に取付けるに別途金属製の帯板のごとき補助材が必要なくそのまま取付ベルトに沿ってコンクリート釘を打ち込むのみで済み、取付が極めて容易であって簡素化され、しかも作業の高能率化が図られる。これにより、大幅な工期の短縮、施工コストの削減が可能となるという効果がある。
【図面の簡単な説明】
【図1】本発明に係る湧水処理シート材の裏面斜視図。
【図2】同平面断面図。
【図3】トンネルの内壁面であって湧水処理シート材を取付ける状態を示す斜視図。
【図4】トンネルの内壁面であって湧水処理シート材を取付けた状態を示す平面断面図。
【図5】同トンネルの内壁面であって湧水処理シート材を取付けた状態を示す斜視図。
【符号の説明】
1 シート本体
2 弾性部材
3 支持部材(不織布)
4 ステイプラー
6 保持筒部
7 取付ベルト
A 湧水処理シート材
[0001]
BACKGROUND OF THE INVENTION
The present invention provides a drainage channel for spring water that covers a square plate or nut at the base end of a rock bolt that is driven through a primary lining concrete wall in the construction of a tunnel wall mainly composed of rock bolts and shotcrete. It is related with the spring water treatment sheet material which functions as.
[0002]
[Prior art]
Conventionally, in the construction of a concrete wall of a tunnel inner wall, a construction method in which a non-water-permeable waterproof sheet is interposed between a primary lining concrete wall and a secondary lining concrete wall is widely known. That is, according to this construction method, a large number of lock bolts are driven along the circumferential direction on the primary lining concrete wall formed by spraying concrete on the inner wall surface of the tunnel, and the primary lining A square-shaped square plate is fitted to the base end portion of the lock bolt protruding from the concrete wall, and a nut that presses the square plate against the primary lining concrete wall is screwed. If the water stop sheet is damaged or spring water comes out due to multiple lock bolts or square plates arranged in the circumferential direction, cover the base end of the lock bolt or the square plate so that it will not fall during the work. A belt-like spring treatment sheet material made of synthetic resin is attached to the wall surface. More specifically, in the construction, first, the spring treatment sheet material is directed to the base end portion of the lock bolt arranged on the inner peripheral surface of the tunnel, and to the square plate, and then along both side edges. Metal strips were arranged from above, respectively, and concrete nails were placed on the inner wall surface of the tunnel at predetermined intervals via the strips. In this way, the surface of the primary lining concrete wall to which the spring water treatment sheet material is attached is covered with the waterproof sheet, and the secondary lining concrete is sprayed on the surface.
[0003]
[Problems to be solved by the invention]
However, since the spring water treatment sheet material is in contact with the surface of the primary lining concrete wall, metal strips must be placed along the edges of both sides, requiring work by a large number of people. Because it is very troublesome, and because a concrete nail is hit from the top of a metal strip, the tip of the concrete nail slips off when it is driven, and the work involves a lot of trouble and difficulty, In addition, the concrete nails that bounced back hit the workers. In this way, since many spring water treatment sheet materials are attached to the surface of the primary lining concrete wall, the work efficiency was extremely low and the construction period was prolonged, so the construction period was shortened and construction costs were reduced. It was.
Therefore, the present invention has been made to solve the above-mentioned problems, and it is possible to improve work efficiency, shorten the work period, and reduce the construction cost by facilitating and simplifying the installation of the spring water treatment sheet material. The purpose is to provide a spring water treatment sheet material.
[0004]
[Means for Solving the Problems]
In order to achieve such an object, the spring water treatment sheet material according to the present invention deposits a large number of monofilaments made of polypropylene resin in a random loop shape along the longitudinal direction on one surface side of a sheet body formed in a strip shape. Then, an elastic member having water permeability formed in a mat shape is arranged and fixed, and a mounting belt made of a soft elastic material such as a synthetic resin is integrated along the longitudinal direction of the side edge of the seat body. It consists of the structure provided in. And when spring water comes out, a non-water-permeable sheet | seat main body is used, and when spring water does not come out, a water-permeable thing may be used. The attachment belt is preferably inserted through holding cylinder portions provided along both side edges of the seat body. In addition, as the elastic member fixing means, for example, a means for interposing an elastic member between one side surface of the sheet main body and a non-woven fabric that is a water-permeable support member attached to the surface is attached.
[0005]
Since the mounting belt is integrated on the side edge of the seat body, there is no need for a metal strip as an auxiliary material to be prepared separately, which makes the operation easy and simplified, and there is no bounce of concrete nails. It is . Its to the proximal end of the lock bolt elastic member is pouring, damage of the seat body from covering the angular plate or the base end portion of the nut is prevented. Moreover, since it has water permeability, it functions as a drainage path for spring water, and free lime does not easily adhere.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of a spring water treatment sheet material according to the present invention will be described with reference to the drawings. FIG. 1 is a rear perspective view of the spring water treatment sheet material, and FIG. 2 is a plan sectional view of the same. The spring water treatment sheet material A is made of polypropylene resin or vinyl chloride resin, is non-water-permeable, and has an elastic member 2 arranged and fixed on one surface side of the sheet body 1 formed in a strip shape (usually 10 to 12 m). That is, a non-woven fabric 3 as a support member in which both end portions are bonded along the longitudinal direction is fixed to one surface side of the sheet main body 1, and between the sheet main body 1 and the non-woven fabric 3, the non-woven fabric 3 side The elastic member 2 is attached to. The seat body 1 may be a non-water-permeable material when spring water is assumed, and a water-permeable material such as a nonwoven fabric may be selected when spring water is not assumed.
[0007]
The elastic member 2 is made of, for example, polypropylene resin, is formed in a mat shape by depositing a large number of monofilaments in a random loop shape, and is fixed to the nonwoven fabric 3 with a stapler 4. The reason why the polypropylene resin was selected is that the polypropylene resin is stable to alkali, concrete, and mortar for a long period of time, and has no polarity and does not adhere free lime, and by depositing a large number of monofilaments in a random loop shape. It has high elasticity and strength and is also excellent in durability. Further, by increasing the opening ratio between the loop-shaped monofilaments, the water collection and drainage functions are improved, and the drainage flow path of spring water is sufficiently secured. Further, a predetermined length (for example, about 50 cm) is attached and attached, and in some cases, it may be formed into a particularly desired dimension or a desired curved shape.
[0008]
The nonwoven fabric 3 that is the support member is selected from a material that has water permeability and that is not easily damaged by water or the like, but is not limited to a sheet shape that covers the elastic member 2 as in the present embodiment. Is omitted, for example, a tape-like one disposed on both sides of the elastic member 2 and bonded and fixed together with the sheet main body 1 may be used.
[0009]
Then, both side end sides 1a, 1a of the sheet body 1 are folded back to one side surface with a predetermined width, and the folded tip edge is integrally sewn 5 to the sheet body 1, thereby holding cylinder portions along the longitudinal direction thereof. 6 is provided. An attachment belt 7 made of a soft elastic material is inserted into each holding cylinder portion 6. The attaching belt 7 is fixed to the holding cylinder portion 6 with a stapler 8. The mounting belt 7 has substantially the same length as the seat body 1, and is a soft elastic material such as a synthetic resin material, rubber, or synthetic rubber material. Any material can be used as long as it can be crimped to the concrete wall surface and can easily stretch the sheet body 1 without breaking.
[0010]
The spring water treatment sheet material A according to the present invention has the above-described configuration, and the usage method will be described next. FIG. 3 is a perspective view showing a state where the spring water treatment sheet material A is attached on the inner wall surface of the tunnel. After the primary lining concrete is sprayed on the inner wall surface, a large number of lock bolts 9 are driven along the circumferential direction of the primary lining concrete wall W1 to form the primary lining concrete wall. A square-shaped square plate 10 is fitted to a base end portion 9a of the lock bolt 9 protruding from W1, and a nut 11 is screwed. The nut 11 is screwed to press the square plate 10 against the primary lining concrete wall W1. Reference numeral 12 denotes a synthetic resin cap that is attached to the nut 11. The end face of the lock bolt 9 has a spherical shape in order to protect the water stop sheet S that will be described later from being broken by the base end 9 a of the lock bolt 9 or the nut 11. ing.
[0011]
Next, as shown in FIG. 4, the elastic member 2 is covered with the cap 12 fitted to the base end portion 9 a so as to correspond to each of the lock bolts 9 that are repeatedly driven along the circumferential direction of the tunnel. In this state, the spring water treatment sheet material A is temporarily pressed, and a plurality of concrete nails 13 are sequentially driven into the temporary lining concrete wall surface W1 via the attachment belt 7 on either side. In this way, the mounting belt 7 is provided in advance, and it is only necessary to drive the concrete nails 13 in order along this, so that the trouble of preparing it as an auxiliary material like a conventional metal strip is eliminated. . In addition, since the attachment belt 7 is inserted into the holding cylinder portion 6, it can be handled integrally with the seat body 1 and is convenient. Further, even if the concrete nail 13 is driven, the concrete nail 13 does not bounce back and can be driven easily and safely.
[0012]
Furthermore, since both sides of the seat body 1 are pressed by the attachment belt 7, looseness on both sides of the seat body 1 is prevented, and construction reliability is improved. Moreover, if the length is usually the inner peripheral surface of the tunnel and is set to 10 or 12 m as a half of the peripheral length, for example, the spring water treatment sheet material A can be attached to both sides from the central top end. But installation work is possible. Thus, as shown in FIG. 5, the spring water treatment sheet material A is attached to the primary lining concrete wall surface W1. The attached spring water treatment sheet material A is pasted and displayed with a white transverse tape 14 (referred to as a measuring line) and a number 15 at an interval of 100 cm. This is so that it can be easily confirmed whether the construction is proceeding in order according to the procedure.
[0013]
Further, since the elastic member 2 is interposed between the non-woven fabric 3 on the primary lining concrete wall surface W1 side and the sheet body 1, a drainage passage H is formed, so that the primary lining concrete wall surface W1 as shown by a chain line in FIG. Even if spring water comes out from the lock bolt 9 after the secondary lining concrete W2 is sprayed over the entire surface through the water-stop sheet S, the drainage function can be surely drained through the drainage passage H. It will not be damaged. The elastic member 2 is also useful for preventing damage to the sheet main body 1 and the waterproof sheet S due to its elastic action.
[0014]
In the present embodiment, the configuration in which the attachment belts 7 are integrally provided on both sides of the seat body 1 is shown, but this is a case where the spring water treatment sheet material A is attached in the longitudinal direction, that is, in the lateral direction, In the case of mounting in the horizontal direction, the sheet body 1 is formed in a cylindrical shape, and the elastic member 2 is disposed and fixed along the longitudinal direction thereof, and one side (the upper side) of the cylindrical sheet body 1 Even if only the attachment belt 7 is provided, the object and effect of the present invention can be sufficiently achieved.
[0015]
【The invention's effect】
As described above, the spring water treatment sheet material according to the present invention has water permeability formed in a mat shape by depositing a large number of monofilaments made of polypropylene resin in a random loop shape on one side of the sheet body. An elastic member is disposed and fixed, and a cylindrical holding cylinder portion is provided at a side edge of the seat body, and a mounting belt made of a soft elastic material is inserted into the holding cylinder portion, so that spring treatment Attaching the sheet material to the inner peripheral surface of the tunnel requires no additional material such as a metal strip, and it is only necessary to drive the concrete nails along the mounting belt as it is, making installation extremely easy and simplified. Work efficiency is improved. Thereby, there is an effect that the construction period can be greatly shortened and the construction cost can be reduced.
[Brief description of the drawings]
FIG. 1 is a rear perspective view of a spring water treatment sheet material according to the present invention.
FIG. 2 is a plan sectional view of the same.
FIG. 3 is a perspective view showing a state where the spring water treatment sheet material is attached on the inner wall surface of the tunnel.
FIG. 4 is a plan sectional view showing a state where a spring water treatment sheet material is attached on the inner wall surface of the tunnel.
FIG. 5 is a perspective view showing a state where the spring water treatment sheet material is attached on the inner wall surface of the tunnel.
[Explanation of symbols]
1 Sheet body 2 Elastic member 3 Support member (nonwoven fabric)
4 Stapler 6 Holding cylinder 7 Attachment belt A Spring water treatment sheet material

Claims (3)

帯状に形成されるシート本体の一面側にその長手方向に沿って、ポリプロピレン樹脂からなる多数のモノフィラメントをランダムなループ形状に堆積してマット状に形成される通水性を備えた弾性部材を配置固定し、また、前記シート本体の側端縁にはその長手方向に沿って合成樹脂等の軟弾性材料からなる取付ベルトを一体に設けたことを特徴とする湧水処理シート材。An elastic member with water permeability that is formed in a mat shape by depositing a number of monofilaments made of polypropylene resin in a random loop shape along the longitudinal direction of the sheet body formed in a belt shape In addition, a spring water treatment sheet material, wherein a mounting belt made of a soft elastic material such as a synthetic resin is integrally provided along a longitudinal direction of the side edge of the sheet body. 記シート本体の側端縁にはその長手方向に沿って筒状の保持筒部を設けると共に該保持筒部内に合成樹脂等の軟弾性材料からなる前記取付ベルトを挿通した請求項1記載の湧水処理シート材。 Before SL on the side edges of the seat body according to claim 1, wherein the inserting the mounting belt made of soft elastic material such as synthetic resin into the holding cylinder portion provided with a holding cylinder portion of the cylindrical along its longitudinal direction Spring water treatment sheet material. 前記シート本体が非通水性の素材から形成される請求項1又は2記載の湧水処理シート材。 The spring treatment sheet material according to claim 1, wherein the sheet main body is formed from a non-water-permeable material.
JP2000241829A 2000-08-09 2000-08-09 Spring water treatment sheet material Expired - Lifetime JP3955720B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000241829A JP3955720B2 (en) 2000-08-09 2000-08-09 Spring water treatment sheet material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000241829A JP3955720B2 (en) 2000-08-09 2000-08-09 Spring water treatment sheet material

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JP2002054396A JP2002054396A (en) 2002-02-20
JP3955720B2 true JP3955720B2 (en) 2007-08-08

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Publication number Priority date Publication date Assignee Title
JP4970342B2 (en) * 2007-08-02 2012-07-04 前田工繊株式会社 Drainage sheet and its wall structure
JP6134490B2 (en) * 2012-10-09 2017-05-24 ダイワボウホールディングス株式会社 Tunnel drainage
JP6245604B2 (en) * 2013-12-04 2017-12-13 株式会社ケー・エフ・シー Drainage sheet and tunnel drainage structure
JP2016183516A (en) * 2015-03-26 2016-10-20 大成建設株式会社 Tunnel structure and tunnel construction method
JP7142282B2 (en) * 2018-02-21 2022-09-27 テクノプロ株式会社 Drain mat damage prevention method and bulletproof sheet integrated drain mat
JP7367997B2 (en) * 2021-03-15 2023-10-24 昭和梱包資材株式会社 Corrugated water permeable material

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