JPS6282112A - Plane drain material - Google Patents
Plane drain materialInfo
- Publication number
- JPS6282112A JPS6282112A JP22025285A JP22025285A JPS6282112A JP S6282112 A JPS6282112 A JP S6282112A JP 22025285 A JP22025285 A JP 22025285A JP 22025285 A JP22025285 A JP 22025285A JP S6282112 A JPS6282112 A JP S6282112A
- Authority
- JP
- Japan
- Prior art keywords
- hard bodies
- sheets
- water
- solid hard
- earth pressure
- 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
Links
- 239000000463 material Substances 0.000 title claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 230000035699 permeability Effects 0.000 claims description 3
- 229920003002 synthetic resin Polymers 0.000 abstract description 5
- 239000000057 synthetic resin Substances 0.000 abstract description 5
- 239000000919 ceramic Substances 0.000 abstract description 2
- 239000011521 glass Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract 4
- 239000000126 substance Substances 0.000 abstract 1
- 239000004745 nonwoven fabric Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 239000012209 synthetic fiber Substances 0.000 description 3
- 229920002994 synthetic fiber Polymers 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 229910052571 earthenware Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は土木工事における排水工法に用いる平面ドレー
ン材に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a flat drain material used in a drainage method in civil engineering work.
従来から、道路、崖、排水路、えん堤などの土中に埋設
して、土中の水分を吸収して外部に排出させるためにド
レーン材が用いられているが、このためのドレーン材と
しては、合成樹脂製や鉄製などの有孔管1合成繊維不織
布を管状にしたもの、特に土中に横方向に敷設するドレ
ーン材においては、合成樹脂製の凹凸成型シートと合成
繊維不織布との積層体、あるいは、合成繊維不織布の間
に、メツシュ・フィラメント・ノぞイブ、フィラメント
集束体、スノぞイラル・スプリングなどを挾みこんだ構
造体などがある。これら挿入物はすべて縦方向に並べら
れたものである。Traditionally, drain materials have been used to be buried in the soil of roads, cliffs, drainage canals, dams, etc. to absorb moisture in the soil and drain it to the outside. A perforated pipe made of synthetic resin or iron 1 Synthetic fiber non-woven fabric made into a tubular shape, especially for drain materials laid laterally in the soil, a lamination of a synthetic resin textured sheet and a synthetic fiber non-woven fabric There are structures in which a mesh, filament, nozzle, filament bundle, snozoiral spring, etc. are sandwiched between the body or synthetic fiber nonwoven fabric. All of these inserts are vertically aligned.
従来のこのようなドレーン材は次のような欠点を有する
。Such conventional drain materials have the following drawbacks.
(1)時間がたつと土圧によって、構造体がつぶされ、
水の通りがわるくなシ、排水能力が低下する。(1) Over time, the structure will be crushed by earth pressure,
If the water does not flow properly, the drainage capacity will decrease.
G2)つぶれにくくするため、挿入物や積層物を強固な
ものにすると、ドレーン材の可撓性が低下し、その結果
、長尺巻き取りができない、あるいは、凹凸のある敷設
面に敷設しにくいなどの欠点を生ずる。G2) If the insert or laminate is made stronger to prevent crushing, the flexibility of the drain material will decrease, making it impossible to wind up a long length or making it difficult to lay on uneven laying surfaces. This results in disadvantages such as:
本発明は、このような従来のドレーン材の欠点を除き、
土圧につぶされにくく、しかも可撓性を損なわない、従
って長期の使用にも透水性の低下のない、また取9扱い
やすく、敷設しやすい平面ドレーン材を提供するもので
ある。The present invention eliminates the drawbacks of conventional drain materials, and
To provide a flat drain material that is resistant to crushing by earth pressure, does not impair its flexibility, does not reduce water permeability even after long-term use, and is easy to handle and lay.
この発明の特徴は、各種形状を有する立体硬質体の7種
類あるいは2種類以上を、不連続に点在させることにあ
る。硬質体であるにもかかわらず、不連続であるため、
構造体全体には、十分な可撓性を生じ、長尺巻き取りも
可能となシ、また凹凸面への敷設も可能となったのであ
る。The feature of this invention is that seven or more types of three-dimensional hard bodies having various shapes are discontinuously scattered. Although it is a hard body, it is discontinuous, so
The entire structure has sufficient flexibility, making it possible to roll it up into long lengths and to lay it on uneven surfaces.
さらに詳し〈発明の内容を説明すると、第1図に各種形
状を有する立体的な硬質体を示しだが、その材質はガラ
ス、陶器、合成樹脂、セラミックなど土圧に十分面・j
えられるものとし、形状としては第7図に示したような
ものが目的に適うものと思われるが、本形状のみには限
定しない。最も好ましい形状としては、第1図中の(a
)〜(d)に例示するような、表面からの貫通孔を有す
る中空球状体である。この場合、抗圧力が強く、しかも
硬質体自体に透水路を有しているので、この発明の目的
に適っている。To explain the invention in more detail, Fig. 1 shows three-dimensional hard bodies having various shapes, and the materials used are glass, earthenware, synthetic resin, ceramic, etc.
It is assumed that the shape shown in FIG. 7 is suitable for the purpose, but it is not limited to this shape. The most preferable shape is (a
) to (d) are hollow spherical bodies having through holes from the surface. In this case, the counter pressure is strong and the hard body itself has a permeation channel, so it is suitable for the purpose of the present invention.
また、この挿入物を挾みこむシートは、どちらか−万は
必ず通水性を有している必要がある。Furthermore, the sheet that holds the insert must be water-permeable.
本発明による平面ル−ン材は、道路、排水路、崖、埋立
地などの排水用として地中に敷設され、過湿な軟弱地盤
の改良などに用いられる。The planar rune material according to the present invention is laid underground for drainage purposes such as roads, drainage channels, cliffs, and landfills, and is used for improving overly humid soft ground.
次に実施例によって本発明を更に詳細に説明する。Next, the present invention will be explained in more detail with reference to Examples.
太さ3デニール、繊維長、lt/Mのポリエステル繊維
からなる目付の5oy7−の不織布2枚を用い、それぞ
れ内側の面に接着剤を点状に付与し、2枚の間に第1図
(d)の形状をもつ合成樹脂硬質体を、お互いが積み重
ならない程度に撒布し、つソいて2本のロール間で押圧
し接着・固定して、平面ドレーン材を作成した。Using two sheets of non-woven fabric with a basis weight of 5oy7 and made of polyester fibers with a thickness of 3 denier and a fiber length of lt/M, adhesive was applied in dots on the inner surface of each sheet, and the adhesive shown in Figure 1 (Fig. 1) was applied between the two sheets. The synthetic resin hard bodies having the shape of d) were spread to such an extent that they would not stack up on each other, rolled, and pressed between two rolls to adhere and fix, thereby creating a flat drain material.
このものの透水係数を測定した所、1O0crn/se
Cレベルで、上・下面に負荷される圧力の変化による透
水量の差は些少でおった。When I measured the hydraulic conductivity of this material, it was 1O0crn/se.
At level C, the difference in water permeability due to changes in the pressure applied to the top and bottom surfaces was negligible.
凹凸面への敷設も良好で、工事着工後3ケ月後調査した
が、工事前と何ら変化は見られなかった。The installation on uneven surfaces was also good, and when we investigated 3 months after the start of construction, we found no changes from before construction.
第1図は本発明の平面ドレーン材に使用する各種形状を
有する立体硬質体を示す斜視図であシ、第2図は本発明
の平面ドレーン材の一部を破断した状態の斜視図である
。
/・・・表面からの貫通孔、コ・・・立体硬質体、3・
・・通水性シート状物、≠・・・通水性シート、あるい
は非通水性シート秋物。FIG. 1 is a perspective view showing three-dimensional hard bodies having various shapes used in the flat drain material of the present invention, and FIG. 2 is a perspective view of the flat drain material of the present invention in a partially broken state. . /...Through hole from the surface, C...Three-dimensional hard body, 3.
...Water permeable sheet material, ≠...Water permeable sheet or water impermeable sheet for autumn.
Claims (1)
種類あるいは2種類以上を、どちらか一方は通水性を有
する2枚のシートの間に、適宜介在させることにより、
土圧に耐え、かつ、可撓性を有することを特徴とする平
面ドレーン材。1 of three-dimensional hard bodies having various shapes as shown in Figure 1.
By appropriately interposing the type or two or more types between two sheets, one of which has water permeability,
A flat drain material that is characterized by its ability to withstand earth pressure and flexibility.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22025285A JPS6282112A (en) | 1985-10-04 | 1985-10-04 | Plane drain material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22025285A JPS6282112A (en) | 1985-10-04 | 1985-10-04 | Plane drain material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6282112A true JPS6282112A (en) | 1987-04-15 |
| JPH0573847B2 JPH0573847B2 (en) | 1993-10-15 |
Family
ID=16748270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22025285A Granted JPS6282112A (en) | 1985-10-04 | 1985-10-04 | Plane drain material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6282112A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0527127U (en) * | 1991-05-13 | 1993-04-09 | 三菱化成ビニル株式会社 | Drain material |
| KR100699410B1 (en) | 2004-09-10 | 2007-03-26 | 한국건설기술연구원 | Vertical drainage method using waste glass |
-
1985
- 1985-10-04 JP JP22025285A patent/JPS6282112A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0527127U (en) * | 1991-05-13 | 1993-04-09 | 三菱化成ビニル株式会社 | Drain material |
| KR100699410B1 (en) | 2004-09-10 | 2007-03-26 | 한국건설기술연구원 | Vertical drainage method using waste glass |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0573847B2 (en) | 1993-10-15 |
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