JPH0617851Y2 - Waterproof sheet for civil engineering work - Google Patents
Waterproof sheet for civil engineering workInfo
- Publication number
- JPH0617851Y2 JPH0617851Y2 JP1987057460U JP5746087U JPH0617851Y2 JP H0617851 Y2 JPH0617851 Y2 JP H0617851Y2 JP 1987057460 U JP1987057460 U JP 1987057460U JP 5746087 U JP5746087 U JP 5746087U JP H0617851 Y2 JPH0617851 Y2 JP H0617851Y2
- Authority
- JP
- Japan
- Prior art keywords
- waterproof sheet
- sheet
- slope
- civil engineering
- engineering work
- 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
Links
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 239000004576 sand Substances 0.000 description 8
- 239000004744 fabric Substances 0.000 description 5
- -1 polyethylene Polymers 0.000 description 5
- 239000004698 Polyethylene Substances 0.000 description 4
- 229920000573 polyethylene Polymers 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- QYKIQEUNHZKYBP-UHFFFAOYSA-N Vinyl ether Chemical compound C=COC=C QYKIQEUNHZKYBP-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000005445 natural material Substances 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920001059 synthetic polymer Polymers 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Description
【考案の詳細な説明】 《産業上の利用分野》 本考案は、宅地造成や護岸工事などの際に法面上に敷設
される土木工事用の防水シート関する。[Detailed Description of the Invention] << Industrial Application Field >> The present invention relates to a waterproof sheet for civil engineering work that is laid on a slope when building a residential land or constructing a revetment.
《従来の技術》 土木材料としての防水シートは、天然資材よりも安価且
つ遮水作用が優れていること、厚さ管理が容易なこと、
施行が簡略化されることなどの利点を備えていることか
らその適用範囲は益々拡大されるつつあり、例えば護岸
工事で連節ブロックやロックフィル層の間隙を経て土砂
が流出したり、洗掘されることを防止して地盤の安定化
を図るために利用されている。シート材質としては遮水
性に加えて多少の不等沈下にも充分に耐えられる柔軟
性、耐久性などが要求され、例えば斜面の場合には塩化
ビニール、ポリエチレンシートなどが好適とされてい
る。<< Prior Art >> A waterproof sheet as a civil engineering material is cheaper than a natural material and has a superior water blocking effect, and is easy to control the thickness.
Its scope of application is expanding more and more because it has advantages such as simplification of implementation.For example, in revetment work, earth and sand flow out through gaps between articulated blocks and rockfill layers, and scouring. It is used to prevent grounding and stabilize the ground. As the sheet material, in addition to water blocking property, flexibility and durability capable of sufficiently withstanding a slight uneven settlement are required. For example, in the case of a slope, vinyl chloride, polyethylene sheet and the like are suitable.
第3図は防水シートの使用例を示し、第4図は同防水シ
ートの構成を模式的に示したものである。これらの図に
おいて、防水シートaは、法面bに敷設された連節ブロ
ックcの裏込め材として用いられ、切土や盛土などによ
って造成された法面b上の同シートaで被覆した状態で
ブロックcを順次に積み重ねることにより、ブロック荷
重を分散して安定保持するとともにブロック目地から侵
入する水が完全に遮水されるようになっている。また同
防水シートaは塩化ビニールd、フェルトe、クロス材
fを積層した構成となっており、下層の遮水性塩化ビニ
ールdを緩衝性フェルトeおよびクロス材fによって覆
うことで、ブロックcなどによる塩化ビニールdの損傷
を防ぐとともにブロックcなどを安定設置できるように
なっている。またクロス材fはフェルトeのほつれを防
ぐことにより同フェルトを保護するために設けられてい
る。FIG. 3 shows an example of using the waterproof sheet, and FIG. 4 schematically shows the structure of the waterproof sheet. In these figures, the waterproof sheet a is used as a backfill material for the joint block c laid on the slope b and is covered with the sheet a on the slope b formed by cutting or embankment. By sequentially stacking the blocks c with each other, the block load is dispersed and stably held, and the water entering from the block joints is completely blocked. Further, the waterproof sheet a has a structure in which vinyl chloride d, felt e, and cloth material f are laminated, and by covering the lower water-blocking vinyl chloride d with buffer felt e and cloth material f, a block c or the like is formed. The vinyl chloride d is prevented from being damaged and the block c and the like can be stably installed. The cloth material f is provided to protect the felt e by preventing the felt e from fraying.
《考案が解決しようとする課題》 ところで、このような防水シートにあっては、適用され
る地盤の土質に応じて耐久性などの品質を改良した各種
のものが提供されているが、いずれも裏面側が平坦形状
或いは単なる凸形状となっているために法面を被覆する
際に同シートが滑りやすいという不具合が生じている。
これは特に比較的に長くかつ勾配の急な法面に適用する
場合に顕著となり、足場が悪い上に同シートが滑ってし
まうので被覆作業に時間がかかってしまうばかりでな
く、法面上に横方向の滑り用溝を設けるなどして対処し
なければならないことも多々あった。<Problems to be solved by the invention> By the way, in such a waterproof sheet, various kinds of improved quality such as durability are provided in accordance with the soil quality of the applied ground. Since the back surface has a flat shape or a simple convex shape, there is a problem that the sheet slips easily when covering the slope.
This is particularly noticeable when applied to a relatively long and steep slope, and not only is the scaffolding bad and the sheet slips, so not only the covering work takes time, but also the slope In many cases, it had to be dealt with by providing a lateral sliding groove.
本考案は、上記背景に鑑みなされたもので、法面に対す
る食い付きが充分に行われるようにすることにより、被
覆作業を効率良く行えるとともに、比較的長くかつ勾配
の急な法面であっても特に滑り止め用溝を設けなくても
よい防水シートを提供することを目的とする。The present invention has been made in view of the above background, and it is possible to efficiently perform the covering work by sufficiently biting the slope, and to provide a relatively long and steep slope. Another object is to provide a waterproof sheet that does not need to be provided with a slip-prevention groove.
《問題点を解決するための手段》 本考案の防水シートは上記目的を達成するために、法面
上に敷設される防水シートであって、該シートの裏面に
格子状の突出部を一体に形成して滑り止め用凹凸にして
構成した。<< Means for Solving Problems >> The waterproof sheet of the present invention is a waterproof sheet laid on a slope in order to achieve the above-mentioned object, and a lattice-like protrusion is integrally formed on the back surface of the sheet. It was formed to be an anti-slip concavo-convex.
《作用》 上記構成によれば、防水シートの裏面を、格子状の突出
部を一体に形成して凹凸状になっているため、この格子
状の突出部が法面に対して程よく食い付きアンカーとし
て機能し、しかも突出部に囲まれた凹部が矩形状とな
り、該凹部内に土砂が入り込んで閉じ込められ、同シー
トの滑り止め用として効果的に作用する。<Operation> According to the above configuration, since the back surface of the waterproof sheet is formed in a concavo-convex shape by integrally forming the lattice-like protrusions, the lattice-like protrusions bite properly against the slope. In addition, the concave portion surrounded by the projecting portion has a rectangular shape, and the sand and sand enter the concave portion to be confined therein, which effectively acts as a slip stopper for the sheet.
《実施例》 以下、本考案に係る土木工事用防水シートの実施例を図
面を参照しながら説明する。<Example> Hereinafter, an example of a waterproof sheet for civil engineering work according to the present invention will be described with reference to the drawings.
第1図は本考案の実施例に係る土木工事用防水シートの
裏面側斜視図である。同図において、防水シート1は、
塩化ビニール2の上にフェルト3およびポリプロピレン
などのクロス材4を積層した構成となっており、塩化ビ
ニール2としては、0.5〜1.5mm程度の厚さに成形
されたものが用いられ、フェルト3およびクロス材4が
同ビニール上に熱溶着或いは接着剤など適宜な方法で接
合されている。FIG. 1 is a rear side perspective view of a civil engineering waterproof sheet according to an embodiment of the present invention. In the figure, the waterproof sheet 1 is
It has a structure in which a felt 3 and a cloth material 4 such as polypropylene are laminated on vinyl chloride 2, and as the vinyl chloride 2, one molded to a thickness of about 0.5 to 1.5 mm is used. The felt 3 and the cloth material 4 are bonded on the vinyl by an appropriate method such as heat welding or an adhesive.
なお、遮水性シート材質として塩化ビニールに代えて、
ポリエチレン、プチルゴム、ネオプレン、配酸ビニール
とポリエチレン共重合体等の合成高分子シートを用いる
ことができ、また具体的なシート構成としては例えばポ
リエチレンシート単独ものであってもよい。In addition, instead of vinyl chloride as the material of the water-blocking sheet,
A synthetic polymer sheet such as polyethylene, butyl rubber, neoprene, vinyl oxide and polyethylene copolymer may be used, and a specific sheet structure may be, for example, a polyethylene sheet alone.
そして、前記防水シート1の裏面つまり塩化ビニール2
の下面には、シート成形時にシボロールなどを用いて一
体に格子状の突出部2aが形成されている。これによ
り、防水シート1の裏面を見た場合、その裏面形状全体
が凹凸状になっている。したがって、この突出部2aが
法面に対して食い付きが行われ、突出部2aに囲まれた
凹部2bが矩形状となり、この凹部2b内に土砂が入り
込んで閉じ込められ、防水シート1に滑りが充分阻止さ
れる。なお格子状の突出部2aはシート成形時にシボロ
ールなどを用いて一体に形成しているが、別体の格子状
の突出部を後工程で接着或いは溶着などにより設けても
良いものである。Then, the back surface of the waterproof sheet 1, that is, vinyl chloride 2
The lower surface of the is integrally formed with a lattice-shaped protruding portion 2a using a sheet roll or the like when forming the sheet. As a result, when the back surface of the waterproof sheet 1 is viewed, the entire back surface shape is uneven. Therefore, the projecting portion 2a bites against the slope, and the recessed portion 2b surrounded by the projecting portion 2a has a rectangular shape. The sand and sand are trapped in the recessed portion 2b to be trapped, and the waterproof sheet 1 does not slip. It is blocked enough. Although the lattice-shaped protrusion 2a is integrally formed by using a sheet roll or the like at the time of forming the sheet, a separate lattice-shaped protrusion may be provided by adhesion or welding in a later step.
第2図は前記防水シート1を法面に敷設した状態を示し
たもので、以下同図により防水シート1の作用を説明す
る。FIG. 2 shows a state in which the waterproof sheet 1 is laid on the slope, and the operation of the waterproof sheet 1 will be described below with reference to FIG.
同図は比較的長く急な勾配になっており、従来の防水シ
ートを用いた場合に滑りやすくなっている。しかし、本
考案の防水シート1では、法面5を順次に被覆する際に
法面5上に置かれた同シート1を上から軟らかく押付け
ることにより、同図に示す如く格子状の突出部2aが法
面5の内部に食い付きアンカーとして機能し、、この結
果、突出部2aに囲まれた凹部2b内に土砂が入り込ん
で閉じ込められ、法面5上をすべるということがなくな
り安定した作業を行える。また法面5を被覆した状態で
は防水シート1の柔軟性或いはクッション性が突出部2
aによって向上されるので、例えば同シート上にブロッ
クなどを設置する場合にそのブロックがより安定して設
置されるとともに、撤去されなかった法面5上の石類な
どの突起に起因する同シートの破損に対しても破れ防止
として有効に作用することとなる。The figure shows a relatively long and steep slope, which makes it slippery when a conventional waterproof sheet is used. However, in the waterproof sheet 1 of the present invention, when the slopes 5 are sequentially covered, the sheet 1 placed on the slopes 5 is softly pressed from above, so that the lattice-shaped protrusions are formed as shown in FIG. 2a functions as a biting anchor inside the slope 5, and as a result, earth and sand enter and are confined in the recess 2b surrounded by the protrusion 2a, and there is no chance of slipping on the slope 5 for stable work. Can be done. Further, in the state where the slope 5 is covered, the flexibility or cushioning property of the waterproof sheet 1 is affected by the protrusion 2
Since it is improved by a, for example, when a block or the like is installed on the sheet, the block is installed more stably, and the sheet is caused by protrusions such as stones on the slope 5 that have not been removed. It also effectively acts as a tear prevention against the breakage of.
《考案の効果》 以上のように、本考案による土木工事用防水シートは、
防水シートの裏面の格子状の突出部が適用される法面に
対して程よく食い付きアンカーとして機能し、この結
果、突出部に囲まれた凹部が矩形状となり、この凹部内
に土砂が入り込んで法面に適合し、法面に対する相対的
な滑りを効果的に防止できる。<Effect of the invention> As described above, the tarpaulin for civil engineering work according to the present invention is
The lattice-like protrusions on the back surface of the waterproof sheet function as an anchor that bites moderately against the slope to which it is applied, and as a result, the recess surrounded by the protrusion becomes a rectangular shape, and the sand and sand enter this recess. It conforms to the slope and can effectively prevent relative slip on the slope.
従って、このアンカー的機能により、災害時におけるブ
ロックの根基礎が洗われるような事態が発生しても、格
子状の突出部が法面に食い込んで、根元が掬われるよう
な事故を未然に防ぐことができる。又、足場の悪い勾配
の急な法面であっても、被覆作業を効率良く行え、また
従来のような法面に滑り止め用溝を設けなければならな
い場合でも、その滑り止め用溝の数を減らしたり、該溝
自体を不要にできることとなる。Therefore, with this anchor function, even if the root foundation of the block is washed in the event of a disaster, the grid-like protrusions bite into the slope to prevent accidents where the root is scooped. be able to. The number of anti-slip grooves can be improved even if the slope is steep with a bad footing and the covering work can be performed efficiently. Can be reduced or the groove itself can be eliminated.
第1図は本考案実施例として示す土木工事用防水シート
を裏面から見た要部斜視図、第2図は同シートの作用を
示す模式図、第3図は従来例としての土木工事用防水シ
ートの一使用例を示す概略図、第4図は同防水シートの
構成を示す断面図である。 1…防水シート、2…塩化ビニール、2a…格子状の突
出部、2b…凹部、5…法面。FIG. 1 is a perspective view of a main part of a waterproof sheet for civil engineering work shown as an embodiment of the present invention as seen from the back side, FIG. 2 is a schematic view showing the action of the sheet, and FIG. 3 is a waterproof sheet for civil engineering work as a conventional example. FIG. 4 is a schematic view showing an example of use of the sheet, and FIG. 4 is a sectional view showing the structure of the waterproof sheet. DESCRIPTION OF SYMBOLS 1 ... Waterproof sheet, 2 ... Vinyl chloride, 2a ... Lattice-shaped protrusion, 2b ... Recess, 5 ... Slope.
Claims (1)
該シートの裏面に格子状の突出部を一体に形成して滑り
止め用凹凸にしたことを特徴とする土木工事用防水シー
ト。1. A waterproof sheet laid on a slope, comprising:
A waterproof sheet for civil engineering work, characterized in that a lattice-like protrusion is integrally formed on the back surface of the sheet to form a non-slip irregularity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987057460U JPH0617851Y2 (en) | 1987-04-17 | 1987-04-17 | Waterproof sheet for civil engineering work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987057460U JPH0617851Y2 (en) | 1987-04-17 | 1987-04-17 | Waterproof sheet for civil engineering work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63165322U JPS63165322U (en) | 1988-10-27 |
| JPH0617851Y2 true JPH0617851Y2 (en) | 1994-05-11 |
Family
ID=30887181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987057460U Expired - Lifetime JPH0617851Y2 (en) | 1987-04-17 | 1987-04-17 | Waterproof sheet for civil engineering work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0617851Y2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0617852Y2 (en) * | 1989-05-30 | 1994-05-11 | 池田物産株式会社 | Tarpaulin for civil engineering |
| US5403126A (en) * | 1993-03-25 | 1995-04-04 | James Clem Corporation | Surface friction enhanced geosynthetic clay liner |
| JP6338837B2 (en) * | 2013-09-24 | 2018-06-06 | 前田工繊株式会社 | Coastal dike |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4833638U (en) * | 1971-08-21 | 1973-04-23 |
-
1987
- 1987-04-17 JP JP1987057460U patent/JPH0617851Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63165322U (en) | 1988-10-27 |
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