JPH0542108Y2 - - Google Patents

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Publication number
JPH0542108Y2
JPH0542108Y2 JP3668088U JP3668088U JPH0542108Y2 JP H0542108 Y2 JPH0542108 Y2 JP H0542108Y2 JP 3668088 U JP3668088 U JP 3668088U JP 3668088 U JP3668088 U JP 3668088U JP H0542108 Y2 JPH0542108 Y2 JP H0542108Y2
Authority
JP
Japan
Prior art keywords
water
blocking
mat
pine
joint
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 - Lifetime
Application number
JP3668088U
Other languages
Japanese (ja)
Other versions
JPH01141816U (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
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Priority to JP3668088U priority Critical patent/JPH0542108Y2/ja
Publication of JPH01141816U publication Critical patent/JPH01141816U/ja
Application granted granted Critical
Publication of JPH0542108Y2 publication Critical patent/JPH0542108Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、下面に凹凸を形成した止水シートの
上面に緩衝材を接着してなる遮水マツト同士の接
合構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a joining structure between water-blocking mats, which is formed by adhering a cushioning material to the top surface of a water-blocking sheet having irregularities formed on the bottom surface.

[従来の技術] 河川や海水等の水面が高くなつた場合に、この
水が河岸や海岸等の堤防に浸透すると堤防が決壊
する原因になるので、堤防法面に施工される張ブ
ロツク又は打設コンクリートと堤防の土表面との
間に遮水材を敷設することが行なわれている。
[Prior art] When the water level of rivers, seawater, etc. rises, if this water permeates into embankments such as river banks and coasts, it will cause the embankments to burst. Water shielding material is laid between the concrete and the soil surface of the embankment.

この遮水材として塩化ビニールシート等の止水
シートを単独で使用すると、この止水シートが、
土表面に存在する石等の突起物とブロツクやコン
クリートに挟まれて破れ、この破れ目を通つて水
が堤防に浸透する。そこで、近時は、遮水材とし
て止水シートの上面に不織布等の緩衝材を接着し
てなる遮水マツトを使用することが多い。
If a water stop sheet such as a vinyl chloride sheet is used alone as this water stop material, this water stop sheet will
They break when they are sandwiched between blocks or concrete and protrusions such as stones on the soil surface, and water infiltrates into the embankment through these breaks. Therefore, recently, a water-blocking mat made by adhering a cushioning material such as a non-woven fabric to the upper surface of a water-blocking sheet is often used as a water-blocking material.

この遮水マツトは、止水シートの下面を堤防の
土表面に当接させ、緩衝材の上面を張ブロツク又
は打設コンクリートに当接させることにより、緩
衝材の作用によつて止水シートの破れを防止しよ
うとするものである。ところが、止水シートの下
面が平滑であると、遮水マツトが土表面から滑
り、下方へ移動することがある。
This water-blocking pine has the lower surface of the water-blocking sheet in contact with the soil surface of the embankment, and the top surface of the buffer material in contact with the stretched block or poured concrete. This is to prevent tearing. However, if the lower surface of the water-stop sheet is smooth, the water-stop mat may slip from the soil surface and move downward.

そこで、近時は、遮水マツトの滑りを防止する
ために、第2図に示すように止水シート12の下
面14に凹凸を形成した遮水マツト10が提案さ
れている。
Therefore, recently, in order to prevent the water-blocking mat from slipping, a water-blocking mat 10 has been proposed in which the bottom surface 14 of the water-blocking sheet 12 is provided with irregularities, as shown in FIG.

遮水マツト10を堤防の法面に敷設するには、
法面に長方形の凹部を有する枠コンクリートを形
成し、この凹部に遮水マツト10を平面状に敷き
並べる。この場合において、通常、遮水マツト1
0の大きさが凹部に比べて小さいので、遮水マツ
ト10を縦方向又は横方向に接合しなければなら
ない。
To lay the water-blocking pine 10 on the slope of the embankment,
A concrete frame having a rectangular recess is formed on the slope, and water-shielding mats 10 are laid out in the recess in a flat manner. In this case, usually water-blocking pine 1
Since the size of the recess is smaller than that of the recess, the waterproof mat 10 must be joined in the vertical or horizontal direction.

この遮水マツト10の従来の接合構造は、第5
図に示すように、接合箇所における一方の遮水マ
ツト10Aの止水シート12を、他方の遮水マツ
ト10Bの方へ延伸して接合部を形成し、この接
合部の上面13と他方の遮水マツト10Bの止水
シート12の下面14を接着するものである。
The conventional joint structure of this water-shielding mat 10 has a fifth
As shown in the figure, the water-stop sheet 12 of one water-shielding mat 10A at the joint is extended toward the other water-shielding mat 10B to form a joint, and the upper surface 13 of this joint and the other water-shielding This is to adhere the lower surface 14 of the water stop sheet 12 of the water mat 10B.

[考案が解決しようとする課題] ところが、前記のように、止水シート12の下
面14に凹凸を形成しているので、接合箇所にお
ける一方の止水シート12の上面13と他方の止
水シート12の下面14との間に空隙ができ、こ
の空隙を通つて海水又は河川の水が堤防に浸透し
てしまう。
[Problem to be solved by the invention] However, as described above, since the bottom surface 14 of the water stop sheet 12 is uneven, the top surface 13 of one water stop sheet 12 and the other water stop sheet at the joint location are A gap is formed between the lower surface 14 of the bank 12 and seawater or river water penetrates into the embankment through this gap.

このように、従来の遮水マツトの接合構造は止
水効果が充分ではなかつたことに鑑み、本考案
は、止水効果が優れた遮水マツトの接合構造を提
供することを目的とする。
As described above, in view of the fact that the conventional water-blocking pine joint structure does not have a sufficient water-blocking effect, an object of the present invention is to provide a water-blocking pine joint structure that has an excellent water-blocking effect.

[課題を解決するための手段] 本考案に係る遮水マツトの接合構造は、下面に
凹凸を形成した止水シートの上面に緩衝材を接着
してなる遮水マツト同士を突合せ、この突合せ箇
所における各止水シートの縁部を接合相手の遮水
マツトの方へ延長すると共にその上面を平滑に形
成して接合部となし、これらの接合部の上方に、
平滑な下面を有する止水シートの上面に緩衝材を
接着してなる接合マツトを配し、前記接合部の上
面と前記接合マツトの下面とを接着してなるもの
である。
[Means for Solving the Problems] The joining structure of water-blocking mats according to the present invention is to butt together water-blocking mats made by bonding a cushioning material to the top surface of a water-blocking sheet with unevenness formed on the bottom surface, and Extend the edges of each water-stopping sheet toward the waterproof pine to be joined, and form a smooth upper surface to form a joint, and above these joints,
A joining mat made of a cushioning material adhered to the upper surface of a water stop sheet having a smooth lower surface is arranged, and the upper surface of the joining portion and the lower surface of the joining mat are adhered.

[作用] 本考案に係る遮水マツトの接合構造は、遮水マ
ツト同士を突合せた箇所における各止水シートの
縁部を互いに延長すると共にその上面を平滑に形
成して接合部を形成し、この接合部の平滑な上面
と、接合マツトにおける止水シートの平滑な下面
とを接着しているので、遮水マツトの接合部と接
合マツトの止水シートとの間に空隙ができない。
[Function] The joining structure of the water-blocking pine according to the present invention is such that the edges of each water-blocking sheet are extended to each other at the point where the water-blocking pine is abutted against each other, and the upper surface thereof is formed to be smooth to form a joint, Since the smooth upper surface of this joint is bonded to the smooth lower surface of the water-stop sheet of the joint mat, no gap is created between the joint of the water-shield pine and the water-stop sheet of the joint mat.

[実施例] 以下、本考案の一実施例を第1図〜第3図に基
づいて説明する。
[Example] Hereinafter, an example of the present invention will be described based on FIGS. 1 to 3.

遮水マツト10は縦長、例えば、縦10m、横2
mの長方形状であつて、止水シート12の平滑な
上面13に緩衝材20が接着されてなる。
The water-shielding mat 10 is vertically long, for example, 10 m long and 2 m wide.
The waterproof sheet 12 has a rectangular shape of m in size, and a cushioning material 20 is adhered to the smooth upper surface 13 of the waterproof sheet 12.

止水シート12の材質及び厚みは特に問わない
が、確実な止水が行なわれ、長期間安定した物性
機能を発揮できるもの、例えば、ポリ塩化ビニー
ルよりなる厚さ1mm以上のシートが好ましい。ま
た、止水シート12を上下逆に示す第2図から明
らかなように、止水シート12の下面14には厚
さ約1mmの突条16が斜め方向にクロスするよう
に設けられており、これらの突条16の間は菱形
の凹部18となつている。
Although the material and thickness of the water stop sheet 12 are not particularly limited, it is preferable to use a sheet that can reliably stop water and exhibit stable physical properties over a long period of time, such as a sheet made of polyvinyl chloride and having a thickness of 1 mm or more. Further, as is clear from FIG. 2, which shows the water stop sheet 12 upside down, the lower surface 14 of the water stop sheet 12 is provided with protrusions 16 having a thickness of approximately 1 mm so as to cross in a diagonal direction. A diamond-shaped recess 18 is formed between these protrusions 16.

緩衝材20は、ブロツクやコンクリート等の衝
撃から止水シート12を保護し得るものであれ
ば、その材質及び厚さは特に問わないが、ニード
ルパンチ製法による厚さ10mm、密度0.12g/cm2
上の合成繊維不織布を使用することが好ましい。
ここにニードルパンチ製法とは、ランダムに配列
した繊維を特種なニードルでパンチング加工し、
縦、横、高さ方向に繊維を結合させ、三次元構造
体に仕上げたものであつて、この製法による不織
布は他の製法による不織布に比べて耐圧縮性に優
れ、弾力吸収性があり、緩衝性に優れている。
The material and thickness of the cushioning material 20 are not particularly limited as long as it can protect the water stop sheet 12 from impact from blocks, concrete, etc., but it may be made using a needle punch method with a thickness of 10 mm and a density of 0.12 g/cm 2 . It is preferable to use the above synthetic fiber nonwoven fabric.
Here, the needle punch manufacturing method involves punching randomly arranged fibers with a special needle.
The fibers are combined in the vertical, horizontal, and height directions to create a three-dimensional structure, and the nonwoven fabric made using this method has superior compression resistance and elastic absorption compared to nonwoven fabrics made using other methods. Excellent buffering properties.

遮水マツト10の接合箇所Aにおいては、遮水
マツト10,10同士を突合せ、突合せた箇所に
おけるそれぞれの止水シート12の縁部を接合相
手の遮水マツト10の方へ互いに延長して、縦方
向(第1図における斜め上下方向)に長い接合部
22,22を形成する。
At the joining point A of the water-blocking pine 10, the water-blocking mats 10, 10 are abutted against each other, and the edges of the respective water-blocking sheets 12 at the abutting points are mutually extended toward the water-blocking pine 10 to be joined. Long joint portions 22, 22 are formed in the vertical direction (diagonally up and down in FIG. 1).

接合箇所Aの上方には、縦方向に長い帯状の接
合マツト30が配されている。第3図において、
上下逆に示すように、接合マツト30は、上面3
3及び下面34が平滑に形成された止水シート3
2と、止水シート32の上面33に接着された前
記同様の不織布からなる緩衝材36とよりなり、
幅が接合部22,22の合計幅よりも若干小さ
く、長さが遮水マツト10の縦方向の長さと略同
じになるように形成されている。
A longitudinally long strip-shaped joining mat 30 is arranged above the joining point A. In Figure 3,
As shown upside down, the joining mat 30 has an upper surface 3
Waterstop sheet 3 with smooth bottom surface 3 and bottom surface 34
2, and a cushioning material 36 made of the same nonwoven fabric as described above adhered to the upper surface 33 of the water stop sheet 32,
The width is slightly smaller than the total width of the joint parts 22, 22, and the length is approximately the same as the length of the waterproof mat 10 in the vertical direction.

遮水マツト10の接合部22の上面と、接合マ
ツト30の止水シート32の下面34とは、耐水
性の接着剤によつて接着されており、接着後にお
いては、遮水マツト10の緩衝材20の上面と接
着マツト30の緩衝材36の面とは略同一であ
る。
The upper surface of the joint 22 of the water-blocking pine 10 and the bottom surface 34 of the water-blocking sheet 32 of the water-blocking pine 30 are bonded together with a water-resistant adhesive. The upper surface of the material 20 and the surface of the cushioning material 36 of the adhesive mat 30 are substantially the same.

以下、遮水マツト10の敷設例を第4図に基づ
いて説明する。枠コンクリート40及び遮水マツ
ト10の大きさは適宜選択可能であるが、以下に
おいては、横長の枠コンクリート40の内部にお
いて、縦方向に長い遮水マツト10を4枚横方向
に並べる場合について説明する。
Hereinafter, an example of installing the water-shielding mat 10 will be explained based on FIG. 4. Although the sizes of the concrete frame 40 and the water-shielding mats 10 can be selected as appropriate, in the following, a case will be described in which four water-shielding mats 10 that are long in the vertical direction are arranged in the horizontal direction inside the horizontally long concrete frame 40. do.

基礎漏水を防止するために鋼矢板(不図示)を
打込んだ後、枠コンクリート40を打設し、この
枠内において遮水マツト10を、緩衝材20が上
側、止水シート12が下側になるように並べる。
次に、下部枠コンクリート40Bの内壁と遮水マ
ツト10の下端とを接着した後、縦枠コンクリー
ト40Cの内壁と両端の遮水マツト10の両側端
とを接着する。次に、上方から接合部22の上
方、すなわち、両方の緩衝材20の間に接合マツ
ト30を挿入する。
After driving steel sheet piles (not shown) to prevent foundation water leakage, a concrete frame 40 is placed, and within this frame, the water-blocking pine 10 is placed with the buffer material 20 on the top and the water-stop sheet 12 on the bottom. Arrange them so that
Next, after bonding the inner wall of the lower concrete frame 40B and the lower end of the water-blocking mat 10, the inner wall of the vertical concrete frame 40C and both ends of the water-blocking mat 10 at both ends are bonded. Next, the joining mat 30 is inserted from above above the joining part 22, that is, between both cushioning materials 20.

この場合において、あらかじめ、遮水マツト1
0の接合部22の上面と、接合マツト30の止水
シート32の下面34の両方に接着剤をむらなく
塗布し、接着剤の溶剤がある程度蒸発するのを待
つて、接合マツト30の緩衝剤36をハンドロー
ラー等で押圧する。このようにすると、接合部2
2の上面と止水シート32の下面34とが密着
し、両者の間に空隙ができないので、遮水マツト
の接合箇所を通つて水が浸透することがない。
In this case, in advance, waterproof pine 1
0 and the bottom surface 34 of the water stop sheet 32 of the mat 30. After waiting for the solvent of the adhesive to evaporate to some extent, apply the adhesive to the top surface of the joint 22 of the mat 30 and the bottom surface 34 of the water stop sheet 32 of the mat 30. 36 with a hand roller or the like. In this way, the joint 2
The upper surface of the waterproof mat 2 and the lower surface 34 of the water-blocking sheet 32 are in close contact with each other, and no gap is created between them, so that water does not penetrate through the joints of the waterproof mat.

このようにして、遮水マツト10を接合した
後、上部枠コンクリート40Aの内壁と遮水マツ
ト10の上端とを接着する。
After the water-shielding mat 10 is joined in this way, the inner wall of the upper frame concrete 40A and the upper end of the water-shielding mat 10 are bonded together.

前記各場合において、各枠コンクリート40
A,40B,40Cと接着する箇所の止水シート
12の縁部を外方へ延長させておき、この延長さ
れた側縁24を枠コンクリート40の内壁に接着
すると、遮水マツト10と枠コンクリート40と
の接着が強固になる。
In each of the above cases, each frame concrete 40
The edges of the water-stop sheet 12 at the locations where they are bonded to A, 40B, and 40C are extended outward, and when the extended side edges 24 are bonded to the inner wall of the concrete frame 40, the water-blocking mat 10 and the concrete frame are bonded together. The adhesion with 40 becomes stronger.

[考案の効果] 本考案に係る遮水マツトの接合構造は、接合部
の平滑な上面と、接合マツトにおける止水シート
の平滑な下面とを接着しているのでこれらの間に
空隙ができず、従つて、この空隙を通つて海水又
は河川の水が堤防に浸透することがない。このよ
うに、本考案に係る遮水マツトの接合構造におい
ては止水効果が著しく優れている。
[Effects of the invention] The joint structure of the water-blocking pine according to the present invention is such that the smooth upper surface of the joint part and the smooth lower surface of the water-blocking sheet in the joint pine are bonded together, so that no gap is created between them. Therefore, seawater or river water does not penetrate into the embankment through this gap. As described above, the water-blocking pine joint structure according to the present invention has an extremely excellent water-blocking effect.

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

第1図は、本考案に係る遮水マツトの接合構造
の一実施例を示す部分斜視図、第2図は、第1図
の接合構造における遮水マツトの部分斜視図、第
3図は、第1図の接合構造における接合マツトの
部分斜視図、第4図は、第1図の接合構造を使用
した遮水マツトの敷設例の斜視図、第5図は、従
来の遮水マツトの接合構造を示す斜視図である。 符号の説明、A……接合箇所、10……遮水マ
ツト、12,32……止水シート、13,33…
…止水シートの上面、14,34……止水シート
の下面、20,36……緩衝材、22……接合
部、30……接合マツト。
FIG. 1 is a partial perspective view showing an embodiment of the water-shielding pine joining structure according to the present invention, FIG. 2 is a partial perspective view of the water-shielding pine in the joining structure of FIG. 1, and FIG. Figure 1 is a partial perspective view of a jointed pine in the joint structure shown in Figure 1. Figure 4 is a perspective view of an example of laying a water-shielding pine using the joint structure shown in Figure 1. FIG. 3 is a perspective view showing the structure. Explanation of symbols, A... Joint location, 10... Water-blocking mat, 12, 32... Water-stop sheet, 13, 33...
... Upper surface of the water stop sheet, 14, 34 ... Bottom surface of the water stop sheet, 20, 36 ... Cushioning material, 22 ... Joint portion, 30 ... Joining mat.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 下面に凹凸を形成した止水シートの上面に緩衝
材を接着してなる遮水マツト同士を突合せ、この
突合せ箇所における各止水シートの縁部を接合相
手の遮水マツトの方へ延長すると共にその上面を
平滑に形成して接合部となし、これらの接合部の
上方に、平滑な下面を有する止水シートの上面に
緩衝材を接着してなる接合マツトを配し、前記接
合部の上面と前記接合マツトの下面とを接着して
なることを特徴とする遮水マツトの接合構造。
Water-shielding mats made by bonding a cushioning material to the upper surface of water-shielding sheets with irregularities formed on the lower surface are butted against each other, and the edge of each water-shielding sheet at this butted point is extended toward the water-shielding mat to be joined. The top surfaces of the joints are formed to be smooth, and above these joints, a joining mat made by adhering a cushioning material to the top surface of a water stop sheet having a smooth bottom surface is arranged, and the top surface of the joints is A joint structure for water-blocking pine, characterized in that the joint structure is formed by bonding the bottom surface of the joint pine and the bottom surface of the joint pine.
JP3668088U 1988-03-18 1988-03-18 Expired - Lifetime JPH0542108Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3668088U JPH0542108Y2 (en) 1988-03-18 1988-03-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3668088U JPH0542108Y2 (en) 1988-03-18 1988-03-18

Publications (2)

Publication Number Publication Date
JPH01141816U JPH01141816U (en) 1989-09-28
JPH0542108Y2 true JPH0542108Y2 (en) 1993-10-25

Family

ID=31263270

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3668088U Expired - Lifetime JPH0542108Y2 (en) 1988-03-18 1988-03-18

Country Status (1)

Country Link
JP (1) JPH0542108Y2 (en)

Also Published As

Publication number Publication date
JPH01141816U (en) 1989-09-28

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