JPH07216850A - Water leak preventive structure for water barrier sheet edge - Google Patents

Water leak preventive structure for water barrier sheet edge

Info

Publication number
JPH07216850A
JPH07216850A JP2909394A JP2909394A JPH07216850A JP H07216850 A JPH07216850 A JP H07216850A JP 2909394 A JP2909394 A JP 2909394A JP 2909394 A JP2909394 A JP 2909394A JP H07216850 A JPH07216850 A JP H07216850A
Authority
JP
Japan
Prior art keywords
water
concrete
strip
anchor
sheet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2909394A
Other languages
Japanese (ja)
Other versions
JP3528095B2 (en
Inventor
Shinzo Matsuyama
眞三 松山
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.)
Takiron Co Ltd
Original Assignee
Takiron 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 Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP02909394A priority Critical patent/JP3528095B2/en
Publication of JPH07216850A publication Critical patent/JPH07216850A/en
Application granted granted Critical
Publication of JP3528095B2 publication Critical patent/JP3528095B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

Abstract

PURPOSE:To fix the edge of a water barrier sheet, made of synthetic resin, firmly to the surface of concrete and prevent water leak positively. CONSTITUTION:A strip body 2 for an anchor is connected to the tip of a water barrier sheet 1 made of synthetic resin. A protrusion 3 continuous in the longitudinal direction is provided on the face side, embedded in the surface layer of concrete 10, of the strip body 2. Water stop packing 4 is provided over the whole length of the protrusion 3, and the single face of the strip body 2 including the protrusion 3 is embedded in the concrete 10. The anchor strip body 2 at the edge of the water barrier sheet 1 is firmly fixed to the concrete 10 by the protrusion 3 biting into the surface layer of the concrete 10, and water leak is positively prevented by the water stop packing 4 provided at the protrusion 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】本発明は農業用貯水場、下水処理
槽、ごみや産業廃棄物処理場、河川、ダム、港湾の河
床、堤防等のライニング材として使用される遮水シート
の端縁の洩水防止構造に関する。
The present invention relates to an edge of a water-blocking sheet used as a lining material for agricultural water storage, sewage treatment tanks, refuse and industrial waste treatment plants, rivers, dams, riverbeds of ports, levees, etc. Leakage prevention structure.

【0002】[0002]

【従来の技術】コンクリート製の貯水槽などの壁面に
は、水洩れを防ぐために種々のライニング材が用いられ
る。また、槽のなかには側壁だけコンクリートで囲った
ものや、底壁だけコンクリート製としたものなど、槽の
使用目的や環境条件などによりライニング材の使われ方
も様々である。
2. Description of the Related Art Various lining materials are used for wall surfaces of concrete water tanks or the like to prevent water leakage. In addition, the lining material is used in various ways depending on the purpose of use of the tank and the environmental conditions, such as the one in which only the side walls are surrounded by concrete in the tank, or the bottom wall is made of concrete.

【0003】従来、この種のライニング材としてゴムや
軟質のポリ塩化ビニル樹脂シート(以下、PVCシート
という)、ポリエチレン樹脂シート(以下、PEシート
という)などが用いられていた。これらのシートは長尺
で、一般的にはその厚みが1mm程度であり、シート同
士は接着材で接合したり、熱融着や溶接等によって結合
されていた。そして、これらのシートの端の固定の仕方
は、板状のもので押さえてネジ等で押さえ込む方法や、
予めゴム板やPVC板等をシートの端縁に固定して、そ
れぞれの板同士を溶接や接着剤などで結合し、それらの
板にシートを結合する方法などが一般的であった。
Conventionally, rubber or soft polyvinyl chloride resin sheet (hereinafter referred to as PVC sheet), polyethylene resin sheet (hereinafter referred to as PE sheet) and the like have been used as this type of lining material. These sheets were long and generally had a thickness of about 1 mm, and the sheets were joined together with an adhesive, or were joined by heat fusion, welding or the like. And the way of fixing the ends of these sheets is to press them with a plate-like object and press them with screws,
A general method is to fix a rubber plate, a PVC plate or the like to the edge of the sheet in advance, bond the plates to each other by welding or an adhesive, and then bond the sheet to the plates.

【0004】しかしながら、板同士の溶接には時間がか
かり、現場作業であるため足場が良い所ばかりではな
く、水密性が十分確保されているかどうか不安も残るも
のであった。また、PVCシートを使用すると可塑剤が
流出する恐れがあるため、PEシートを使用することが
多くなってきたが、PEシートの場合、一般的な接着剤
では殆ど接着できないため、通常、熱融着によって結合
されている。
However, it takes time to weld the plates to each other, and since the work is performed on site, not only is the place where the scaffolding is good, but there is also concern about whether the watertightness is sufficiently secured. Moreover, since the plasticizer may flow out when a PVC sheet is used, a PE sheet has been used more often. Are joined by a garment.

【0005】図4は従来例の断面図で、アンカー板状体
にライニング材であるPVCシートあるいはPEシート
を結合した状態を示している。図において、100はラ
イニング材、101はアンカー板状体であって、これら
のライニング材100とアンカー板状体101は接着剤
を介して、あるいは熱融着によって、強固に接合されて
いる。104,105はそれぞれアンカー板状体101
の裏面に点々と多数設けられた突起状のアンカーであ
る。ライニング材100は、槽の側壁の傾斜部分103
及びコンクリートの底壁102に載置されている。PV
CシートやPEシート等のライニング材100は気温の
変化によって伸縮するため、通常、裏面は固着しない所
謂ルーズライニングが採用されている。このルーズライ
ニングの場合、ライニング材100はその端縁が物理的
に固定されたアンカー板状体101に溶着、接着等の手
段で結合され、ライニング材100はアンカー板状体1
01によって位置ずれしないようになっている。
FIG. 4 is a cross-sectional view of a conventional example, showing a state in which a PVC sheet or PE sheet as a lining material is bonded to an anchor plate. In the figure, 100 is a lining material, and 101 is an anchor plate-like body, and these lining material 100 and anchor plate-like body 101 are firmly joined via an adhesive or by heat fusion. 104 and 105 are anchor plate members 101, respectively.
Is a protrusion-shaped anchor that is provided in large numbers on the back surface of the. The lining material 100 is the inclined portion 103 of the side wall of the tank.
And is placed on the concrete bottom wall 102. PV
Since the lining material 100 such as a C sheet or a PE sheet expands and contracts due to a change in temperature, so-called loose lining that does not adhere to the back surface is usually adopted. In the case of this loose lining, the lining material 100 is bonded to the anchor plate-like body 101 whose edges are physically fixed by means such as welding or adhesion, and the lining material 100 is fixed to the anchor plate-like body 1.
The position of 01 prevents the position from being displaced.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、上記に
おいてライニング材100の裏面に槽内の液体が洩れ出
たときは重大な問題となり、特に液体が有害物質などの
場合に極めて深刻な問題となる。槽中の液体が洩れ出る
場合、アンカー板状体101の最先端部の矢印Aの位
置、すなわちアンカー板状体101とコンクリート10
2との間隙を伝って浸み出し、アンカー板状体101の
裏面に廻って洩水はライニング材100の裏側に進んで
いく。そして、長い間にアンカー板状体101をコンク
リート面から剥がすような力が働くため、だんだんと洩
水も大きくなり、ライニングの機能を果たさなくなると
いう問題があった。
However, when the liquid in the tank leaks out to the back surface of the lining material 100 in the above, it becomes a serious problem, and particularly when the liquid is a harmful substance or the like, it becomes a serious problem. When the liquid in the tank leaks out, the position of the arrow A at the tip of the anchor plate 101, that is, the anchor plate 101 and the concrete 10
The water leaks through the gap between the lining material 100 and the back surface of the anchor plate-like body 101, and leaks to the back side of the lining material 100. Then, a force for peeling the anchor plate-like body 101 from the concrete surface is exerted for a long time, so that there is a problem that water leakage gradually increases and the lining function is not fulfilled.

【0007】本発明は、このような事情に鑑みなされた
もので、ライニング材の端縁を強固に壁面に止めると共
に、水洩れを確実に防止できる構造を提供することを目
的とする。
The present invention has been made in view of the above circumstances, and an object thereof is to provide a structure capable of securely stopping the edge of the lining material on the wall surface and reliably preventing water leakage.

【0008】[0008]

【課題を解決するための手段】本発明の遮水シート端縁
の洩水防止構造は、合成樹脂製遮水シートの先端に結合
されるアンカー用帯状体の、コンクリート表層に埋設さ
れる面側に長さ方向に連続する突条を設け、該突条の全
長に亘って止水パッキンを具備させると共に、突条を含
む帯状体の片面をコンクリート内に埋設したものであ
る。そして、望ましくは合成樹脂製遮水シート及びアン
カー用帯状体をポリエチレン製とし、アンカー用帯状体
に設けられる突条を複数本としたものである。
SUMMARY OF THE INVENTION A watertight sheet edge leakage preventing structure according to the present invention is a surface side of a strip of an anchor joined to the tip of a synthetic resin watertight sheet, which is embedded in a concrete surface layer. Is provided with a continuous ridge in the lengthwise direction, a water blocking packing is provided over the entire length of the ridge, and one side of a strip-shaped body including the ridge is embedded in concrete. Further, it is desirable that the synthetic resin water-impervious sheet and the anchor strips are made of polyethylene, and a plurality of ridges are provided on the anchor strips.

【0009】[0009]

【作用】本発明の構成によると、合成樹脂製遮水シート
の先端に結合されるアンカー用帯状体の、コンクリート
表層に埋設される面側に長さ方向に連続する突条が設け
られているため、アンカー用帯状体がコンクリート面か
ら外れたり、動いたりすることがなく、しかも、該帯状
体に設けられた連続する突条の全長に亘って止水パッキ
ンが具備され、その状態でコンクリート内に埋設されて
いるため、槽内の液体が帯状体の先端とコンクリートと
の境界部分から浸入したとしても、止水パッキンの所で
液体の進行が止められ、それ以上の洩れは防止される。
従って、アンカー用帯状体の裏面側全面に液体が廻るこ
とがないので、ライニング材である遮水シートの裏面に
も液体が廻ることがない。従来は帯状体の裏面に洩水が
廻り、帯状体が長期間を経るうちに徐々に剥がれやすく
なる傾向があったが、本発明では止水パッキンが連続す
る突条に完全に取付けられた状態であるため、液体が該
帯状体やライニング材の裏面側に廻るのをほぼ確実に防
止できる。
According to the structure of the present invention, the protrusions continuous in the lengthwise direction are provided on the surface of the anchor strip, which is joined to the tip of the synthetic resin water-impervious sheet, on the surface embedded in the concrete surface layer. Therefore, the anchor strip does not come off or move from the concrete surface, and the waterproof packing is provided over the entire length of the continuous ridges provided on the strip. Since it is buried in the tank, even if the liquid in the tank infiltrates from the boundary between the tip of the strip and the concrete, the liquid is stopped from advancing at the waterproof packing and further leakage is prevented.
Therefore, since the liquid does not spread over the entire back surface side of the anchor strip, the liquid also does not spread around the back surface of the impermeable sheet that is the lining material. Conventionally, water leaks around the back surface of the strip, and the strip tends to gradually come off over a long period of time.However, in the present invention, the waterproof packing is completely attached to the continuous ridges. Therefore, it is possible to almost certainly prevent the liquid from flowing to the back surface side of the belt-shaped body or the lining material.

【0010】また、遮水シート及び帯状体をポリエチレ
ン製にすると、ゴムや軟質のポリ塩化ビニル樹脂製にな
い大きな引張り強度があるため、不測の荷重が遮水シー
トにかかったとしても、ゴム製や軟質PVC製のシート
のように容易に破損することがない。また、可塑剤など
が溶出する心配もない。
Further, when the water-blocking sheet and the belt-shaped body are made of polyethylene, since the water-blocking sheet has a large tensile strength which is not provided by rubber or soft polyvinyl chloride resin, even if an unexpected load is applied to the water-blocking sheet, it is made of rubber. It does not easily break like a soft PVC sheet. In addition, there is no concern that the plasticizer will elute.

【0011】さらにアンカー用帯状体に設けられる突条
を複数本にすると、帯状体のアンカー効果が非常に増大
し、それによって遮水シートの洩水防止に対する信頼性
もきわめて高くなる。
Further, if a plurality of ridges is provided on the anchor strip, the anchor effect of the strip is greatly increased, and the reliability of the water-impervious sheet for preventing water leakage is also extremely high.

【0012】[0012]

【実施例】以下、図面に基づいて本発明の実施例を詳述
する。
Embodiments of the present invention will be described in detail below with reference to the drawings.

【0013】図1は本発明に係る遮水シート端縁の洩水
防止構造の一実施例を示す断面図である。図1におい
て、1は遮水シートであり、ポリ塩化ビニル樹脂やポリ
エチレン樹脂等の合成樹脂で造られている。通常、その
巾は5〜7mであり、長さは50〜200m、厚さは1
〜2mm程度である。
FIG. 1 is a cross-sectional view showing an embodiment of a water leakage preventing structure for the edges of the water-blocking sheet according to the present invention. In FIG. 1, reference numeral 1 is a waterproof sheet, which is made of a synthetic resin such as polyvinyl chloride resin or polyethylene resin. Usually, its width is 5 to 7 m, length is 50 to 200 m, and thickness is 1
It is about 2 mm.

【0014】また、2はアンカー用帯状体であり、ポリ
塩化ビニル樹脂やポリエチレン樹脂等の熱可塑性樹脂を
異形押出しすることによって得られる長尺物である。通
常、その巾は15〜30cm、厚さは2〜3mm程度で
あり、その長さは施工現場の状況により適宜の長さに切
断して使用される。
Reference numeral 2 is a band for anchor, which is a long product obtained by profile extrusion of a thermoplastic resin such as polyvinyl chloride resin or polyethylene resin. Usually, the width is about 15 to 30 cm and the thickness is about 2 to 3 mm, and the length is cut into an appropriate length depending on the situation of the construction site before use.

【0015】アンカー用帯状体2の一方の面、つまりコ
ンクリート表層に埋設される面側には、少なくとも一つ
の突条3が帯状体2と一体的に長さ方向に連続して設け
られている。そして、この突条3の先端には止水パッキ
ン4が取付けられており、洩水はこの止水パッキン4に
よって進行が阻止される。止水パッキン4は突条3の先
端に接着剤や粘着剤で取付けてもよく、突条3の先端を
太くして止水パッキン4に凹溝を設け、該凹溝に突条3
の先端を嵌合するようにしてもよい。いずれにしても突
条3に止水パッキン4が取付けられていることが施工上
も、洩水防止の面からも非常に重要である。
At least one ridge 3 is provided integrally with the strip-shaped body 2 in the longitudinal direction on one surface of the strip-shaped body 2 for anchoring, that is, on the surface side which is embedded in the concrete surface layer. . A water blocking packing 4 is attached to the tip of the ridge 3, and leakage of water is prevented by the water blocking packing 4. The water blocking packing 4 may be attached to the tip of the ridge 3 with an adhesive or a pressure sensitive adhesive, and the tip of the ridge 3 is thickened to form a groove in the water blocking packing 4, and the ridge 3 is formed in the groove.
You may make it fit the tip of. In any case, it is very important in terms of construction and leakage prevention that the water blocking packing 4 is attached to the ridge 3.

【0016】10はコンクリートであり、11は通常、
土砂等からなる基礎部分である。遮水シート1とアンカ
ー用帯状体2は接着剤や熱融着等の手段によって完全に
結合されている。アンカー用帯状体2は合成樹脂製であ
るため、外気温によって伸びたり縮んだりするので、コ
ンクリート10面と帯状体2との間には常に小さな隙間
が生じている。そこに液体が入り込み、そのまま液体
(通常は水である)が隙間に沿って進行した場合、該帯
状体2を剥がし、洩水の問題が生じるのである。従っ
て、隙間のできる部分に止水パッキン4を具備した連続
する突条3があると、そこで液体の進行が完全に阻止さ
れる。止水パッキン4としてコンクリートと突条の隙間
に存在してその隙間を完全に塞ぐためには、水等の液体
を吸収して膨張するような吸水性樹脂からなるパッキン
や、大きな弾性を有するゴムやエラストマーからなるパ
ッキンなど、耐水性、耐薬品性の良い材料で成形された
ものが使用できる。
10 is concrete, 11 is usually
It is a basic part consisting of earth and sand. The water-blocking sheet 1 and the anchor strip 2 are completely bonded by means such as an adhesive or heat fusion. Since the anchor strip 2 is made of synthetic resin, it expands and contracts depending on the outside air temperature, so that a small gap is always formed between the concrete 10 surface and the strip 2. When the liquid enters there and the liquid (usually water) advances along the gap as it is, the band-shaped body 2 is peeled off, causing a problem of water leakage. Therefore, if there is a continuous ridge 3 provided with the water blocking packing 4 in the portion where the gap is formed, the progress of the liquid is completely blocked there. In order to completely fill the gap between the concrete and the ridges as the waterproof packing 4 and completely close the gap, a packing made of a water-absorbent resin that absorbs a liquid such as water and expands, or a rubber having a large elasticity, It is possible to use those molded of a material having good water resistance and chemical resistance, such as packing made of elastomer.

【0017】図2及び図3はそれぞれ本発明に使用され
るアンカー用帯状体2の他の例を示す断面図である。図
2のアンカー用帯状体2は、裏面の三ヶ所に突条3,1
3,23が形成されており、各突条はそれぞれ異なった
方向を有している。中央の突条13の先は更に二方向に
別れており、このような形状にしておくと、よりアンカ
ー効果が大きくなる。また、図3のアンカー用帯状体2
は中央の突条を省略して、両側端近くに互いに離反する
方向の突条3,13を設けたものである。
2 and 3 are sectional views showing another example of the anchor strip 2 used in the present invention. The strip 2 for anchor shown in FIG. 2 has three protrusions 3 and 1 on the back surface.
3 and 23 are formed, and each ridge has a different direction. The tip of the central ridge 13 is further divided into two directions, and if it is formed in such a shape, the anchor effect becomes larger. Also, the anchor strip 2 of FIG.
The central ridge is omitted, and the ridges 3 and 13 are provided near the both ends in directions away from each other.

【0018】アンカー用帯状体2を長尺物にするために
は、それ自身柔軟性を有している成形物でなければなら
ないが、柔軟性があまり大きすぎると、アンカー効果が
なくなるので、帯状体はある程度の剛性も必要である。
In order to make the anchor strip 2 into a long product, it must be a molded article having flexibility itself. However, if the flexibility is too large, the anchor effect will be lost, so that the strip strip will be formed. The body also needs some rigidity.

【0019】本発明の遮水シート端縁の洩水防止構造
は、コンクリート10を打設したとき同時にそのコンク
リート10の表層に、止水パッキン4を突条3に取付け
たアンカー用帯状体2を埋設し、該帯状体2の表面がコ
ンクリート10の表面と面一になるようにする。そし
て、コンクリート10が固化した後、該帯状体2の表面
に合成樹脂製遮水シート1の端縁部分を接着或は熱融着
することによって結合する。このようにアンカー用帯状
体2はコンクリート表層に埋設されるため、該帯状体2
裏面の突条は多数本突設されている方がアンカー効果の
点で優れている。しかし突条が多すぎると、埋設時にコ
ンクリートが帯状体2裏面の突条の間に十分充填されに
くくなって隙間を生じやすくなるので、突条の本数は2
〜5本程度、好ましくは図2や図3に示すアンカー用帯
状体のように突条の本数を2〜3本程度とするのが良
い。
In the structure for preventing water leakage at the edge of the waterproof sheet of the present invention, when the concrete 10 is poured, the anchor strip 2 having the waterproof packing 4 attached to the projection 3 is simultaneously provided on the surface layer of the concrete 10. It is embedded so that the surface of the strip 2 is flush with the surface of the concrete 10. Then, after the concrete 10 is solidified, the edge portions of the synthetic resin water-impervious sheet 1 are bonded to the surface of the strip 2 by bonding or heat fusion. Since the anchor strip 2 is thus embedded in the concrete surface layer, the strip 2
It is more excellent in terms of anchoring effect that a large number of protruding ridges are provided on the back surface. However, if there are too many ridges, it becomes difficult for the concrete to be sufficiently filled between the ridges on the back surface of the band-shaped body 2 at the time of burying, and a gap is likely to occur, so the number of ridges is 2
It is preferable that the number of ridges is about 5 and preferably about 2 to 3 as in the case of the anchor strip shown in FIGS.

【0020】[0020]

【発明の効果】本発明の遮水シート端縁の洩水防止構造
は、アンカー用帯状体に設けた連続する突条の全長に亘
って止水パッキンを具備させているので、コンクリート
と該帯状体との間に水等の液体が浸入してきても、その
進行を完全に阻止できるという効果を奏する。また、遮
水シート及びアンカー用帯状体がポリエチレン製の場合
は、引張り強度が大きいため破損しにくく、洩水防止の
効果がさらに顕著となる。そして、該帯状体に連続する
突条が複数本設けられている場合は、アンカー効果が大
きく、該帯状体がコンクリート面から剥がれて洩水を起
こすという心配がないなどの効果を奏する。
EFFECTS OF THE INVENTION The water leakage prevention structure at the edge of the water-blocking sheet according to the present invention is provided with the water blocking packing over the entire length of the continuous ridges provided on the anchor strip, so that concrete and the strip are provided. Even if a liquid such as water invades between the body and the body, it is possible to completely prevent the progress thereof. Further, when the water-blocking sheet and the anchor strips are made of polyethylene, the tensile strength is large, so that the water-proof sheet is less likely to be damaged, and the effect of preventing water leakage becomes more remarkable. When a plurality of continuous ridges are provided on the strip, the anchor effect is large, and there is no concern that the strip may be peeled off from the concrete surface to cause water leakage.

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

【図1】本発明の一実施例を示す遮水シート端縁の洩水
防止構造の断面図である。
FIG. 1 is a cross-sectional view of a water leakage prevention structure at an edge of a water shield sheet showing an embodiment of the present invention.

【図2】本発明に使用されるアンカー用帯状体の一例を
示す断面図である。
FIG. 2 is a cross-sectional view showing an example of an anchor strip used in the present invention.

【図3】本発明に使用されるアンカー用帯状体の他の例
を示す断面図である。
FIG. 3 is a cross-sectional view showing another example of the anchor strip used in the present invention.

【図4】従来例を示す遮水シート端縁部の断面図であ
る。
FIG. 4 is a cross-sectional view of an edge portion of a waterproof sheet showing a conventional example.

【符号の説明】[Explanation of symbols]

1 合成樹脂製遮水シート 2 アンカー用帯状体 3 突条 4 止水パッキン 10 コンクリート 1 Synthetic resin waterproof sheet 2 Anchor strip 3 Projection 4 Water stop packing 10 Concrete

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】合成樹脂製遮水シートの先端に結合される
アンカー用帯状体の、コンクリート表層に埋設される面
側に長さ方向に連続する突条を設け、該突条の全長に亘
って止水パッキンを具備させると共に、突条を含む帯状
体の片面をコンクリート内に埋設したことを特徴とする
遮水シート端縁の洩水防止構造。
1. A ridge that is continuous in the lengthwise direction is provided on the surface side of an anchor strip that is joined to the tip of a synthetic resin water-impervious sheet and is embedded in the concrete surface layer, and the ridge extends over the entire length of the ridge. A waterproofing structure for preventing water leakage at the edge of the water-blocking sheet, in which one side of the strip-shaped body including the protrusions is embedded in the concrete.
【請求項2】合成樹脂製遮水シート及びアンカー用帯状
体がポリエチレン製である請求項1に記載の遮水シート
端縁の洩水防止構造。
2. The water leakage prevention structure for an edge of a water impervious sheet according to claim 1, wherein the synthetic resin impermeable sheet and the anchor strip are made of polyethylene.
【請求項3】アンカー用帯状体のコンクリート表層に埋
設される面側に、長さ方向に連続する突条が複数本設け
られている請求項1に記載の遮水シート端縁の洩水防止
構造。
3. The leakage prevention of the edge of the water-blocking sheet according to claim 1, wherein a plurality of projections continuous in the length direction are provided on the surface side of the anchor strip that is embedded in the concrete surface layer. Construction.
JP02909394A 1994-01-31 1994-01-31 Water leakage prevention structure at the edge of the impermeable sheet Expired - Fee Related JP3528095B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02909394A JP3528095B2 (en) 1994-01-31 1994-01-31 Water leakage prevention structure at the edge of the impermeable sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP02909394A JP3528095B2 (en) 1994-01-31 1994-01-31 Water leakage prevention structure at the edge of the impermeable sheet

Publications (2)

Publication Number Publication Date
JPH07216850A true JPH07216850A (en) 1995-08-15
JP3528095B2 JP3528095B2 (en) 2004-05-17

Family

ID=12266747

Family Applications (1)

Application Number Title Priority Date Filing Date
JP02909394A Expired - Fee Related JP3528095B2 (en) 1994-01-31 1994-01-31 Water leakage prevention structure at the edge of the impermeable sheet

Country Status (1)

Country Link
JP (1) JP3528095B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007154451A (en) * 2005-12-01 2007-06-21 C I Kasei Co Ltd Waterway structure and its construction method
JP2010229812A (en) * 2010-06-16 2010-10-14 C I Kasei Co Ltd Waterway structure
JP2010284612A (en) * 2009-06-15 2010-12-24 Taiyo Kogyo Corp Impervious structure of waste disposal site and its assembling method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5777912B2 (en) * 2011-03-22 2015-09-09 大成建設株式会社 Anticorrosion coating material and concrete member and method for producing them

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007154451A (en) * 2005-12-01 2007-06-21 C I Kasei Co Ltd Waterway structure and its construction method
JP2010284612A (en) * 2009-06-15 2010-12-24 Taiyo Kogyo Corp Impervious structure of waste disposal site and its assembling method
JP2010229812A (en) * 2010-06-16 2010-10-14 C I Kasei Co Ltd Waterway structure

Also Published As

Publication number Publication date
JP3528095B2 (en) 2004-05-17

Similar Documents

Publication Publication Date Title
AU2006316915B2 (en) Method and device for waterproofing and draining off infiltrated water in hydraulic structures
JP3528095B2 (en) Water leakage prevention structure at the edge of the impermeable sheet
JP2008045333A (en) Water stop material and water cut-off structure of elastic joint
JP2002194824A (en) Water cut-off tool
JPH04194209A (en) Sheet formwork material
JP3831246B2 (en) Water stop member and water blocking sheet fixing part
JP2001011837A (en) Connection method for membranous material for water cutoff
JP2001303896A (en) Cut-off sheet and cut-off structure of tunnel
JPH0524293B2 (en)
JP2801375B2 (en) Seat connecting member, seat and seat connecting structure
JPH0315689Y2 (en)
JPS61148040A (en) Cut-off sheet with one-way water-penetrating valve
JPS6042106Y2 (en) Water stop material
JP2000087699A (en) Tunnel water cut-off structure
JPS6118996Y2 (en)
JPS6328253Y2 (en)
JPH05295806A (en) Water-swelling water stopper material for concrete joint
JPH053600Y2 (en)
JP2919315B2 (en) Lining board, its structure and construction method of lining board
JP2801374B2 (en) Seat and seat connection structure
JP2006205081A (en) Impervious structure
JPH05132963A (en) Anti-corrosion and water proof lining structure of inner face of concrete building and its lining method
JPH10100325A (en) Water impervious composite sheet
JP3456673B2 (en) Lining segment
JP2004346592A (en) Cut-off structure of joint part frame body in underground structure

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040113

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040212

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees