JPS636246Y2 - - Google Patents

Info

Publication number
JPS636246Y2
JPS636246Y2 JP20117383U JP20117383U JPS636246Y2 JP S636246 Y2 JPS636246 Y2 JP S636246Y2 JP 20117383 U JP20117383 U JP 20117383U JP 20117383 U JP20117383 U JP 20117383U JP S636246 Y2 JPS636246 Y2 JP S636246Y2
Authority
JP
Japan
Prior art keywords
water
concrete structure
shielding sheet
constructed
base
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.)
Expired
Application number
JP20117383U
Other languages
Japanese (ja)
Other versions
JPS60107122U (en
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 filed Critical
Priority to JP20117383U priority Critical patent/JPS60107122U/en
Publication of JPS60107122U publication Critical patent/JPS60107122U/en
Application granted granted Critical
Publication of JPS636246Y2 publication Critical patent/JPS636246Y2/ja
Granted legal-status Critical Current

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  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)
  • Laminated Bodies (AREA)

Description

【考案の詳細な説明】 この考案はコンクリート構造物と遮水シートと
の接合部構造に関し、より詳しくはコンクリート
構造物とこのコンクリート構造物と隣接する土砂
などの被構築駆体との境界部における漏水等を防
止するために該境界部に敷設される遮水シートの
コンクリート構造物への遮水効果の高い取付け構
造を中心とする考案に関する。
[Detailed description of the invention] This invention relates to the structure of the joint between a concrete structure and a water-shielding sheet, and more specifically, the structure of the joint between a concrete structure and a substrate to be constructed such as adjacent earth and sand. This invention relates to a structure for attaching a water-shielding sheet to a concrete structure with a high water-shielding effect, which is laid at the boundary to prevent water leakage.

例えば、貯水池、排水路、調整池あるいに公害
防止埋立処分池などの土木分野における遮水シー
トによるライニング施工にあつて、従来より広く
実施されている遮水シートとコンクリート構造物
との接合構造は第1図にてその一例を示すごと
く、土砂などの被構築駆体1等と隣接するコンク
リート構造物2の境界部に敷設される遮水シート
5のコンクリート構造物への定着手段はコンクリ
ート構造物2の表面に接着層4aを塗布せしめて
補強シート3が貼着され、さらに補強シート3の
表面に接着層4bを介して遮水シート5が前記境
界部を越えて土砂などの被構築駆体1部まで延出
し、遮水シート5の仕舞部全長をアルミニウム、
ステンレス製などの金属製帯板6で押えると共に
所定のピツチにて複数個所に配したアンカーボル
ト7を用いて止着し、さらにこの遮水シートの仕
舞部全長をシール材8を用いて被覆せしめる固定
手段が最も一般的なものであつた。
For example, in the construction of linings with water-shielding sheets in the civil engineering field, such as reservoirs, drainage channels, regulating ponds, and pollution prevention landfill ponds, the joint structure between water-shielding sheets and concrete structures has been widely practiced. As shown in FIG. 1, the means for fixing the water-blocking sheet 5 to the concrete structure, which is laid at the boundary between the substrate 1 to be constructed such as earth and sand and the adjacent concrete structure 2, is a concrete structure. A reinforcing sheet 3 is pasted by applying an adhesive layer 4a to the surface of the object 2, and a water-blocking sheet 5 is applied to the surface of the reinforcing sheet 3 via an adhesive layer 4b beyond the boundary to protect against construction materials such as earth and sand. Extending to one part of the body, the entire length of the closing part of the water-blocking sheet 5 is made of aluminum,
It is held down with a band plate 6 made of metal such as stainless steel and fixed using anchor bolts 7 arranged at a plurality of locations at predetermined pitches, and the entire length of the closed part of this water-shielding sheet is covered with a sealing material 8. Fixation means were the most common.

しかし、例示した上記接合構造にあつては、ま
ず遮水シート5をコンクリート構造物2の下地に
強固に定置せしめるに接着剤4のみにては不十分
であり、これを補うものとして金属製帯板6ある
いはアンカーボルト7を併用しなければならず、
自然その接合構造は複雑なものとなり、更に土砂
などの被構築駆体1とコンクリート構造物2間に
間隙あるいは段差が発生すると遮水シート5自体
もこれが原因で亀裂などの被害を受けることがあ
り、この点を考慮して遮水シート5の裏側に予め
補強シート3を配設せしめておく必要があるなど
その接合構造は一段と複雑なものとなつた。又こ
の折使用する接着剤として、例えばクロロプレン
系、ブチル系の合成ゴム系接着剤を用いた場合、
コンクリート構造物中に含まれる水分が蒸発する
ことにより、コンクリート構造物の下地面を湿潤
せしめることに起因して接着不良を発生せしめた
り、又エポキシ樹脂系接着剤を用いた場合、接着
剤が硬化するまでの養生期間における種々の処置
に熟練が要求され、その使用を限定化する傾向に
ある。このように必須の部材たる接着剤につきそ
の適正な使用処置を欠くとコンクリート構造物の
下地と接着剤層間に剥離現象が派生し、これが原
因で漏水現象をみることがあつた。
However, in the case of the above-mentioned joint structure illustrated above, the adhesive 4 alone is insufficient to firmly fix the water-blocking sheet 5 on the base of the concrete structure 2, and as a supplement, a metal strip is used. Plate 6 or anchor bolt 7 must be used together,
Naturally, the joint structure becomes complicated, and if a gap or step occurs between the substrate 1 to be constructed such as earth and sand and the concrete structure 2, the water-blocking sheet 5 itself may suffer damage such as cracks due to this. In consideration of this point, the reinforcing sheet 3 needs to be placed on the back side of the water-blocking sheet 5 in advance, making the joining structure even more complicated. In addition, when using a synthetic rubber adhesive such as chloroprene or butyl as the adhesive used at this time,
Evaporation of moisture contained in the concrete structure may cause the underlying surface of the concrete structure to become wet, resulting in poor adhesion, or when an epoxy resin adhesive is used, the adhesive may harden. Skill is required for various treatments during the curing period, which tends to limit its use. As described above, if the adhesive is an essential component and is not used properly, a peeling phenomenon may occur between the adhesive layer and the base of the concrete structure, which may lead to water leakage.

この考案は上記、記述した従来のごとく一般的
な施工例の一つですらこのように内存せしめた各
種欠点を改善し、遮水シートをコンクリート構造
物の下地に簡易にかつ確実強固に定置せしめると
共に、コンクリート構造物の下地の挙動に対して
も充分対応し、これに耐え得るコンクリート構造
物と遮水シートとの接合部構造を提案するもの
で、この考案は下向き折曲部を水平面部の縁部に
沿つて形成し、さらに該折曲部の先端に鈎部を設
けてなる全体端面形状略倒L字形の中継部材の下
向き折曲部を、土砂などの被構築駆体と隣接する
コンクリート構造物の下地部に埋設せしめ、少な
くともコンクリート構造物の下地面上に位置する
中継部材の水平面部に遮水シートの端部を面着せ
しめると共に、コンクリート構造物と隣接する被
構築駆体との境界部を被覆するように該遮水シー
トを敷設せしめたことを特徴とするもので、コン
クリート構造物とこれに隣接する被構築駆体との
境界線部に敷設される遮水シートの安定し、かつ
その敷設作業の簡易化を達成せしめたもので、つ
ぎにこの考案の具体的実施例を図面を用いて説明
する。
This invention improves the various defects inherent in even one of the conventional construction examples described above, and allows the water-blocking sheet to be easily, reliably and firmly fixed on the base of a concrete structure. At the same time, we propose a structure for the joint between a concrete structure and a water-shielding sheet that can fully cope with and withstand the behavior of the base of a concrete structure. The downwardly bent portion of the relay member, which is formed along the edge and has a hook portion at the tip of the bent portion, and has an overall end face shape of an inverted L-shape, is connected to the concrete adjacent to the structure to be constructed such as earth and sand. The water-shielding sheet is buried in the base of the structure, and the end of the water-shielding sheet is surface-fitted to at least the horizontal surface of the relay member located on the base of the concrete structure, and the end of the water-shielding sheet is flushed with the horizontal surface of the relay member located on the base of the concrete structure. The water-shielding sheet is laid so as to cover the boundary area, and the water-shielding sheet laid at the boundary line between the concrete structure and the adjacent structure to be constructed is stabilized. , and simplification of the installation work.Next, a concrete example of this invention will be described with reference to the drawings.

第2図はコンクリート構造物と隣接被構築駆体
との境界線部に敷設され、コンクリート構造物に
接合された遮水シート部の縦断面図で、図中、1
3は中継部材で、シート体の長手一縁部を折曲げ
て下向き折曲部14を水平面部15の縁部に沿つ
て形成し、さらに該折曲部14の先端には断面三
角形の鈎部16aが一体に形成されており全体端
面形状倒L字形を呈している。尚折曲部14の先
端に形成される鈎部はこの外逆屋根形鈎部16b
(第3図)、あるいは折曲部14の先端をさらに内
向きに折返えしてなる折曲鈎部16c(第4図)
などコンクリート構造物との係合力を増大せしめ
うる鈎部16形状は適宜変更選択することができ
る。
Figure 2 is a longitudinal cross-sectional view of a water-shielding sheet part installed at the boundary line between a concrete structure and an adjacent structure to be constructed and joined to the concrete structure.
Reference numeral 3 denotes a relay member, which is formed by bending one longitudinal edge of the sheet body to form a downwardly bent portion 14 along the edge of the horizontal surface portion 15, and further has a hook portion having a triangular cross section at the tip of the bent portion 14. 16a is integrally formed, and the overall end face shape is inverted L-shape. The hook portion formed at the tip of the bent portion 14 is this inverted roof-shaped hook portion 16b.
(Fig. 3), or a bent hook portion 16c formed by folding the tip of the bent portion 14 further inward (Fig. 4)
The shape of the hook portion 16 that can increase the engagement force with the concrete structure can be changed and selected as appropriate.

この中継部材13はオレフイン系、スチレン系
などの熱可塑性エラストマーをもつて構成され、
コンクリート構造物への一部埋込み作業の便宜を
考えてその硬度80゜以上のものが選択され、水平
面部15の縁部より下方に折曲げられる折曲部1
4は水平面部15に対して直角状に垂下する形状
に限定されるものではなく、水平面部に対し鋭角
又は鈍角の交叉角をもつ下向き折曲部14を形成
してもよい。
This relay member 13 is made of thermoplastic elastomer such as olefin-based or styrene-based,
The bent portion 1 is selected to have a hardness of 80° or more in consideration of the convenience of partially embedding it in a concrete structure, and is bent downward from the edge of the horizontal surface portion 15.
4 is not limited to a shape that hangs at right angles to the horizontal surface portion 15, but may form a downwardly bent portion 14 having an acute or obtuse intersecting angle with respect to the horizontal surface portion.

以上の中継部材13は土砂などの被構築駆体1
1と隣接するコンクリート構造物12のうち被構
築駆体11との境界線10に近接した下地面部に
その下向き折曲部14を埋設せしめ、折曲部先端
の鈎部16の存在をもつてより一段と強固なコン
クリート構造物との係合状態を維持しつつ、中継
部材13の水平面部15はコンクリート構造物1
2の下地面にあるいは望ましくは被構築駆体11
の下地面にまで延出して浮し張り状に敷設され
る。
The above-mentioned relay member 13 is constructed using a construction material 1 such as earth and sand.
The downward bent part 14 is buried in the subsurface part of the concrete structure 12 adjacent to the concrete structure 12 adjacent to the boundary line 10 between the concrete structure 11 to be constructed, and the presence of the hook part 16 at the tip of the bent part. The horizontal surface portion 15 of the relay member 13 is connected to the concrete structure 1 while maintaining an even stronger engagement state with the concrete structure.
2 or preferably on the substrate 11 to be constructed.
It is laid in a floating manner, extending to the underlying ground.

以上のコンクリート構造物の下地面上に固定着
された中継部材13のコンクリート構造物下地面
上に露呈した水平面部15にはエチレン・プロピ
レン・ヌーポリマー(EPT)、ブチルゴム(IIR)
あるいはこれらEPTとIIRの混合物若しくはその
他の熱可塑性エラストマーを素材とする厚さ0.5
〜3.0m/mの遮水シート17の一端縁部が面接
状に熱融着され、遮水シート17は土砂などの被
構築駆体11とコンクリート構造物12の境界線
10部を被覆し、さらに被構築駆体11の下地面
部まで延出している。中継部材13と遮水シート
17との面接状の熱融着は例えば融着温度300〜
600℃の熱風を遮水シート17の裏面部に吹き付
け、この樹脂溶融面を中継部材13の水平面部1
5に面着と同時に転圧することにより得られる。
The horizontal surface portion 15 of the relay member 13 fixed to the base surface of the concrete structure exposed above the base surface of the concrete structure is made of ethylene propylene polymer (EPT) and butyl rubber (IIR).
or a mixture of these EPT and IIR or other thermoplastic elastomers with a thickness of 0.5
One end edge of the water-shielding sheet 17 with a thickness of ~3.0 m/m is heat-sealed into a surface shape, and the water-shielding sheet 17 covers 10 parts of the boundary line between the substrate 11 to be constructed such as earth and sand and the concrete structure 12, Furthermore, it extends to the base surface of the substrate 11 to be constructed. The surface heat fusion of the relay member 13 and the water-shielding sheet 17 is performed at a fusion temperature of 300 to 300, for example.
Hot air at 600°C is blown onto the back surface of the water-shielding sheet 17, and the melted resin surface is applied to the horizontal surface 1 of the relay member 13.
5 by surface bonding and rolling at the same time.

この考案にあつては中継部材13の下向き折曲
部14がコンクリート構造物12中に挿入され、
さらに該折曲部14先端に設けた鈎部16が構造
物と係合し、その抜脱抑止力を機械的に多段状に
増大せしめることができ、又遮水シート17は中
継部材13の水平面部に遮水シートの熱溶着力を
利用して面融着されているため、その水密性の高
い接合がきわめて簡易な機構をもつて実施される
ため、特殊な取付金具、その他シール材が一切不
要となり遮水シートの定着作業の簡素化が可能と
なる。又中継部材の水平面部がコンクリート構造
物の下地面さらには土砂などの被構築駆体の下地
面部迄に亘つて敷設せしめておくことによりコン
クリート構造物と被構築駆体間の境界部に生じる
段差あるいは間隙の発生に対しても充分補強張り
としての効果を有し、また中継部材および遮水シ
ートともコンクリート構造物及び土砂などの被構
築駆体の下地面からは浮し張り状態となつている
ため、前記下地部に亀裂等が発生しても中継部材
および遮水シートには何ら機械的な影響をうける
ことなく、各部材共本来の所期目的を長期に亘つ
て確保しうるものである。
In this invention, the downward bent portion 14 of the relay member 13 is inserted into the concrete structure 12,
Furthermore, the hook portion 16 provided at the tip of the bending portion 14 engages with the structure, and the force to prevent the removal of the structure can be mechanically increased in multiple stages. Since the surface is fused to the surface using the thermal welding power of the water-shielding sheet, the highly watertight joining is achieved using an extremely simple mechanism, so no special mounting hardware or other sealing materials are required. This eliminates the need for fixing the water-shielding sheet, making it possible to simplify the work of fixing the water-shielding sheet. In addition, by laying the horizontal surface part of the relay member over the base surface of the concrete structure and even the base surface of the substrate to be constructed such as earth and sand, it may occur at the boundary between the concrete structure and the substrate to be constructed. It has a sufficient reinforcing effect against the occurrence of steps or gaps, and both relay members and water-shielding sheets are suspended from the underlying surface of the concrete structure, earth and sand, etc. Therefore, even if cracks or the like occur in the base, the relay members and the water-shielding sheet will not be mechanically affected, and each member will be able to maintain its original intended purpose for a long period of time. be.

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

第1図は従来のコンクリート構造物と遮水シー
トとの接合部構造を示す縦断面図、第2図はこの
考案を実施したコンクリート構造物と遮水シート
との接合部構造を示す縦断面図、第3図および第
4図は他の実施例を示す第2図に相当する図であ
る。 図中、11は土砂などの被構築駆体、12はコ
ンクリート構造物、13は中継部材、14は下向
き折曲部、15は水平面部、16は鈎部、17は
遮水シートを示す。
Figure 1 is a vertical cross-sectional view showing the joint structure between a conventional concrete structure and a water-shielding sheet, and Figure 2 is a vertical cross-sectional view showing the joint structure between a concrete structure and a water-shielding sheet in which this invention has been implemented. , 3 and 4 are diagrams corresponding to FIG. 2 showing other embodiments. In the figure, 11 is a substrate to be constructed such as earth and sand, 12 is a concrete structure, 13 is a relay member, 14 is a downwardly bent part, 15 is a horizontal surface part, 16 is a hook part, and 17 is a water-shielding sheet.

Claims (1)

【実用新案登録請求の範囲】 (1) 下向き折曲部を水平面部の縁部に沿つて形成
し、さらに該折曲部の先端に鈎部を設けてなる
全体端面形状略倒L字形の中継部材の下向き折
曲部を、土砂などの被構築駆体と隣接するコン
クリート構造物の下地部に埋設せしめ、少なく
ともコンクリート構造物の下地面上に位置する
中継部材の水平面部に遮水シートの端部を面着
せしめると共に、コンクリート構造物と隣接す
る被構築駆体との境界部を被覆するように該遮
水シートを敷設せしめたことを特徴とするコン
クリート構造物と遮水シートとの接合部構造。 (2) 前記中継部材と遮水シートの面着は遮水シー
トの熱融着によることを特徴とする実用新案登
録請求の範囲第1項記載のコンクリート構造物
と遮水シートとの接合部構造。
[Claims for Utility Model Registration] (1) A relay with a generally inverted L-shape in overall end face shape, in which a downwardly bent portion is formed along the edge of a horizontal surface portion, and a hook portion is further provided at the tip of the bent portion. The downward bent part of the member is buried in the base of the concrete structure adjacent to the substrate to be constructed such as earth and sand, and the end of the water-shielding sheet is buried at least on the horizontal surface of the relay member located on the base of the concrete structure. A joint between a concrete structure and a water-shielding sheet, characterized in that the water-shielding sheet is laid to cover the boundary between the concrete structure and an adjacent structure to be constructed. structure. (2) A joint structure between a concrete structure and a water-shielding sheet as set forth in claim 1 of the registered utility model, wherein the connection between the relay member and the water-shielding sheet is achieved by thermal fusion of the water-shielding sheet. .
JP20117383U 1983-12-27 1983-12-27 Joint structure between concrete structure and water shielding sheet Granted JPS60107122U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20117383U JPS60107122U (en) 1983-12-27 1983-12-27 Joint structure between concrete structure and water shielding sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20117383U JPS60107122U (en) 1983-12-27 1983-12-27 Joint structure between concrete structure and water shielding sheet

Publications (2)

Publication Number Publication Date
JPS60107122U JPS60107122U (en) 1985-07-20
JPS636246Y2 true JPS636246Y2 (en) 1988-02-22

Family

ID=30762709

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20117383U Granted JPS60107122U (en) 1983-12-27 1983-12-27 Joint structure between concrete structure and water shielding sheet

Country Status (1)

Country Link
JP (1) JPS60107122U (en)

Also Published As

Publication number Publication date
JPS60107122U (en) 1985-07-20

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