JPH0542320U - Temporary drainage - Google Patents
Temporary drainageInfo
- Publication number
- JPH0542320U JPH0542320U JP10106391U JP10106391U JPH0542320U JP H0542320 U JPH0542320 U JP H0542320U JP 10106391 U JP10106391 U JP 10106391U JP 10106391 U JP10106391 U JP 10106391U JP H0542320 U JPH0542320 U JP H0542320U
- Authority
- JP
- Japan
- Prior art keywords
- sheet material
- hollow sheet
- drainage channel
- groove
- temporary drainage
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
(57)【要約】
【目的】 敷設や撤去の施工が簡易迅速にでき、水漏れ
も発生しにくいばかりか、再生がきき粗大ごみとならな
い仮設排水路を提供する。
【構成】 熱プレスなどで罫線53を格子状に押圧形成
したプラスチック製中空シート材05を、あらかじめ地
面に掘って設けた溝12内に沿わせて敷設し、出ている
前記中空シート材の両端部42を土中に埋めて固定し
た。
(57) [Summary] [Purpose] To provide a temporary drainage channel that can be installed and removed easily and quickly, and that is resistant to water leaks and that can be recycled and does not turn into bulky waste. [Structure] A plastic hollow sheet material 05, in which ruled lines 53 are pressed in a lattice shape by heat pressing, is laid along a groove 12 dug in the ground in advance, and both ends of the hollow sheet material are projected. The part 42 was embedded and fixed in the soil.
Description
【0001】[0001]
本考案は、プラスチック製中空シート材を用いて形成した仮設排水路に関する。 The present invention relates to a temporary drainage channel formed by using a hollow plastic sheet material.
【0002】[0002]
従来、簡易に水を流すための仮設排水路としては、あらかじめ地面に堀り下げ て設けた溝の内面に沿わせ、不織布を敷設したうえ、その表面にアスファルト 乳剤を吹き付け、漏水防止を図った仮設排水路や、掘り下げて設けた溝の内面に 単に野積みシートもしくはブルーシートと呼ばれるコーテッドファブリックを敷 設したものなどが用いられている。 Conventionally, as a temporary drainage channel for simply flowing water, non-woven fabric was laid along the inner surface of the groove that was dug in the ground beforehand, and asphalt emulsion was sprayed on the surface to prevent water leakage. A temporary drainage channel or a trench that has been dug down is simply laid with a coated fabric called open sheet or blue sheet on the inner surface.
【0003】[0003]
ところで、従来のアスファルトを用いた仮設排水路では、あらかじめ作る溝の 幅や深さ、あるいは設定ラインの寸法を細部まで正確にとらなければならないだ けでなく、溝内面も固い平面に仕上げる必要があるため、溝形成に多大の手間が かかった。そのうえ、不織布を敷設したのち、アスファルト乳剤を吹き付けるた め施工も大変な手数を要する。また、アスファルト乳剤の吹き付けによる漏水防 止を図っているため吹付けムラにより透水部分が生じ、そこから水漏れが発生し て排水路としての機能が発揮できなくなったりしている。さらに、仮設排水路の 使命が終了して元通りに復旧する撤去に際しては、アスファルト乳剤の付着した 不織布の取外し作業が面倒であるばかりか、取り外した不織布の再生はきかず粗 大ごみとなるだけである。 一方、コーテッドファブリックを用いた仮設排水路では、敷設工事は容易では あるが傷がついて破れやすく、耐久性に欠けるものである。 By the way, in the conventional temporary drainage using asphalt, not only the width and depth of the groove to be created in advance or the dimensions of the setting line must be accurately taken in detail, but also the inner surface of the groove must be finished to a solid flat surface. Therefore, it took a lot of time and effort to form the groove. In addition, after laying the non-woven fabric, the asphalt emulsion is sprayed, which requires a great deal of work. In addition, since water leakage is prevented by spraying asphalt emulsion, uneven spraying causes water to pass through, resulting in water leakage, which prevents it from functioning as a drainage channel. Furthermore, when the temporary drainage canal is completed and the restoration is restored to its original state, not only is it difficult to remove the non-woven fabric with asphalt emulsion, but the non-woven fabric that has been removed cannot be regenerated and becomes bulky waste. Is. On the other hand, the temporary drainage canal using coated fabric is easy to lay, but it is easily damaged and damaged, resulting in poor durability.
【0004】 本考案は、このような従来技術を背景になされたもので、敷設されるためにあ らかじめ掘られる溝もそれほど正確な寸法を必要とせず、施工にも手間がかから ず工事期間も短縮できるばかりか、作業が簡単で漏水の心配もなく、しかも撤去 も容易で再生の可能であり、さらに形態保持性に優れかつ耐久性に優れた仮設排 水路を得ることを目的とする。The present invention has been made in the background of such a conventional technique. The groove to be dug in order to be laid is not required to have a very accurate size, and the construction is not troublesome. The purpose is to obtain a temporary drainage channel that not only shortens the construction period but also is easy to work with, does not worry about water leakage, is easy to remove and can be regenerated, and has excellent shape retention and durability. To do.
【0005】[0005]
本考案は、熱プレスなどで罫線を格子状に押圧形成したプラスチック製中空シ ート材をあらかじめ地面に掘って設けた溝内に沿わせて敷設し、地表面に出てい る前記中空シート材の両端部を土中に埋めて固定してなることを特徴とする仮設 排水路を提供するものである。 The present invention is a hollow sheet material that is exposed on the ground surface by laying a plastic hollow sheet material in which ruled lines are pressed and formed in a grid pattern by a hot press along a groove that is previously dug in the ground. It is intended to provide a temporary drainage channel characterized in that both ends of it are buried and fixed in the soil.
【0006】[0006]
このようにすることで、雨などによる地表面水はプラスチック製中空シート材 の仮設排水路に集水し、この仮設排水路を通して漏水の恐れもなく河川などの排 水場所へ排除される。すなわち、本考案によれば、敷設だけでなく、撤去も極め て迅速簡易に行え再生も可能で廃材を生じない。 By doing so, surface water due to rain etc. is collected in the temporary drainage channel of the hollow plastic sheet material, and is drained to drainage sites such as rivers without fear of leakage through this temporary drainage channel. That is, according to the present invention, not only the laying but also the removal can be performed extremely quickly and easily, and the recycling can be performed without generating waste materials.
【0007】[0007]
以下、本考案の実施例を図面に基づいて説明する。 本考案の仮設排水路01は、図1〜2に示すように、地表面11に排水勾配を もたせて掘り下げた溝12にポリプロピレン製のプラスチック製中空シート材0 5を素材として用いた排水路本体02を敷設してなる。 このプラスチック製中空シート材05は、例えば図2に示すように、ダンボー ル材料とほぼ同様の構成とされたもので、両面の側板51、51と中空部を補強 する補強板52からなり、かつ任意の間隔で罫線53が熱プレスなどで格子状に 押圧形成されている。ここで、このプラスチック製中空シート材05においては 、厚さtが2〜30mm、側板51の厚さt1 が0.2〜5mm、補強板52の 厚さt2 が0.2〜5mm、補強板52間の間隔Lが2〜30mmの範囲が好ま しい。このように、プラスチック製中空シート材05は、二重構造となっている ため、破れにく耐久性に優れ、また、格子状の罫線53が押圧形成されているの で、形態保持性に優れている。 なお、溝12は、流過予測水量に対応して選定された断面積に対し、若干の余 裕をもって選定された幅W、深さDの排水用溝13とその両側に平行して浅く掘 られた固定用溝14、14とである。Embodiments of the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2, the temporary drainage channel 01 of the present invention is a drainage channel body that uses polypropylene plastic hollow sheet material 05 as a material in a groove 12 that is dug down with a drainage gradient on the ground surface 11. 02 is laid. As shown in FIG. 2, for example, this plastic hollow sheet material 05 has a structure similar to that of a danboule material, and is composed of side plates 51, 51 on both sides and a reinforcing plate 52 for reinforcing the hollow portion, and The ruled lines 53 are pressed and formed in a grid pattern by a heat press or the like at arbitrary intervals. Here, in this plastic hollow sheet material 05, the thickness t is 2 to 30 mm, the side plate 51 has a thickness t 1 of 0.2 to 5 mm, and the reinforcing plate 52 has a thickness t 2 of 0.2 to 5 mm. The distance L between the reinforcing plates 52 is preferably in the range of 2 to 30 mm. As described above, the plastic hollow sheet material 05 has a double structure, and thus has excellent durability against tearing, and since the grid-shaped ruled lines 53 are formed by pressing, the shape retention property is excellent. ing. The groove 12 has a width W and a depth D selected with a slight margin with respect to the cross-sectional area selected corresponding to the predicted flow-through amount, and the shallow excavation parallel to both sides of the drainage groove 13. The fixing grooves 14 and 14 are formed.
【0008】 排水路本体02は、図1に示すように流水部03と固定部04とからなる。 流水部03は、排水路本体02の中央部分を角U字形に折り曲げて底部31と 左右の側部32とを形成したものである。 固定部04は、排水路本体02の両端部分をそれぞれ外方へほぼ直角に折り曲 げた水平部分41と端縁をさらに約45度下方へ折り曲げた固定部分42とで形 成してある。As shown in FIG. 1, the drainage channel main body 02 includes a running water portion 03 and a fixed portion 04. The running water portion 03 is formed by bending a central portion of the drainage channel body 02 into a square U-shape to form a bottom portion 31 and left and right side portions 32. The fixed portion 04 is composed of a horizontal portion 41 in which both end portions of the drainage channel main body 02 are bent outward at a substantially right angle, and a fixed portion 42 in which an end edge is further bent downward by about 45 degrees.
【0009】 そこで、排水路本体02を敷設するには、流水部03を排水用溝13内に設置 し、両者の隙間に泥土を充填して流水部03の形を整え、固定部04の水平部分 41は地表面11に載置し、固定部分42を固定用溝14に設置したのち、泥土 を載せ地表面11と同一平面となるように叩き付けて固定部分42を固定するこ とにより排水路本体02は確固とした状態で設定され、かつ排水路本体02の裏 面に水が浸入しないので強固な敷設が完成する。Therefore, in order to lay the drainage channel main body 02, the flowing water portion 03 is installed in the drainage groove 13, the gap between the two is filled with mud to adjust the shape of the flowing water portion 03, and the fixing portion 04 is horizontally leveled. The portion 41 is placed on the ground surface 11, the fixing portion 42 is installed in the fixing groove 14, and then the mud is placed so that it is flush with the ground surface 11 and the fixing portion 42 is fixed to fix the fixing portion 42. The main body 02 is set in a solid state, and since water does not enter the back surface of the drainage channel main body 02, a strong laying is completed.
【0010】 中空シート材05は、帯状の長尺物が得られるので、仮設排水路01は、通常 、中継ぎをしなくても済むが、地形などの状况により中継ぎを要する場合には、 上流側の端末部を下流側の基端部に内挿して連結すればそれで充分である。しか し必要であれば、連結部分を熱プレスなどで溶着するか接着剤を用いて結合して もよい。 また、設定ラインにより流水路の湾曲を要する場合には、前記の連結方法によ り短尺の中空シート材05を介在させて対応することができる。Since the hollow sheet material 05 can be obtained as a long strip-shaped material, the temporary drainage channel 01 does not usually need to be spliced, but if a splicing is required depending on the topography, the upstream side It suffices to insert the end portion of the above into the downstream base end portion and connect it. However, if necessary, the connecting portion may be welded by hot pressing or the like or may be joined by using an adhesive. Further, when the flowing water channel is required to be curved by the setting line, it can be dealt with by interposing the short hollow sheet material 05 by the above-mentioned connecting method.
【0011】 以上、本考案の実施例を図面を参照して説明したが、本考案は、この実施例に 限定されるものではなく、要旨を逸脱しない範囲での設計変更などがあっても本 考案に含まれる。 例えば、上記の実施例では、中空シート材05の素材にポリプロピレンを用い たが、腐食や耐候性に良好な汎用プラスチックなら如何なるものでも適用可能で ある。また、排水路の断面形状を角U字形としたが、V字形や多角形の一部を使 用した形状としてもよい。The embodiment of the present invention has been described above with reference to the drawings. However, the present invention is not limited to this embodiment, and the present invention can be made even if there is a design change or the like without departing from the scope of the invention. Included in the device. For example, although polypropylene is used as the material of the hollow sheet material 05 in the above-mentioned embodiment, any general-purpose plastic having good corrosion and weather resistance can be applied. Further, although the cross-sectional shape of the drainage channel is a square U shape, it may be a shape using a part of a V shape or a polygon.
【0012】 さらに、本考案の実施例では、図1〜2に示す中空シート材05について述べ たが、この形状に限定されるものではなく、図3に示すような他の中空シート材 06であってもよい。この中空シート材06は、円柱状にエンボスしたフィルム 61の両面に、溶融した第1フィルム62、溶融した第2フィルム63を置き、 熱融着することにより、円柱の中に空気を密閉した独立空間と空気の通過する連 続空間よりなる三層構造体であり、軽量でかつ剛性のある中空積層板となってい る。なお、この中空シート材06は、円柱状にエンボスしたフィルム61と第1 フィルム62だけで構成されたものでも、また該フィルム61と第2フィルム6 3のみで構成されたものであってもよい。Further, in the embodiment of the present invention, the hollow sheet material 05 shown in FIGS. 1 and 2 was described, but the present invention is not limited to this shape, and another hollow sheet material 06 as shown in FIG. 3 is used. It may be. In this hollow sheet material 06, a melted first film 62 and a melted second film 63 are placed on both sides of a cylindrically embossed film 61 and heat-sealed to separate air into a cylinder. It is a three-layer structure consisting of a space and a continuous space through which air passes, and it is a lightweight and rigid hollow laminated plate. The hollow sheet material 06 may be composed only of the film 61 and the first film 62 that are embossed in a cylindrical shape, or may be composed only of the film 61 and the second film 63. ..
【0013】[0013]
上記のように、本考案は、熱プレスなどで罫線を格子状に押圧形成したプラス チック製中空シート材をあらかじめ地面に掘って設けた溝内に沿わせて敷設し、 地表面に出ている前記中空シート材の両端部を土中に埋めて固定して敷設するの で、仮設排水路を敷設する溝は、それほど正確な寸法を必要としないため、溝の 掘削と整形とが極めて簡単であり、排水路本体の設定も溝内に置くだけで済む。 また、前記両端部により中空シート材は確固に固定されるだけでなく、その裏面 に水が浸入することもない。これらによって、施工期間の短縮と工費の低減に多 大の効果が得られる。 さらに、プラスチックを用いているため、破損しにくく水漏れなどのトラブル も発生せず、撤去も簡易に行うことができ、しかも廃棄物を出さず再生も可能に なるなど数々の利点を有している。 さらに、中空構造あるため、破れにくく耐久性に優れ、またシート上に罫線が 格子状に押圧形成されているので、形態保持性に優れている。 As described above, according to the present invention, a hollow plastic sheet having ruled lines pressed in a grid pattern by a heat press is laid along a groove that has been dug in the ground in advance and is exposed on the ground surface. Since both ends of the hollow sheet material are buried and fixed in the soil and laid, the groove for laying the temporary drainage channel does not require so precise dimensions, so excavation and shaping of the groove are extremely easy. Yes, all you have to do is set the drainage channel body in the groove. In addition, the hollow sheet material is not only firmly fixed by the both ends, but also water does not penetrate into the back surface thereof. With these, many effects can be obtained in shortening the construction period and reducing the construction cost. Furthermore, since it uses plastic, it has many advantages such as being less likely to be damaged, causing no problems such as water leakage, being easy to remove, and being able to be recycled without producing waste. There is. Furthermore, since it has a hollow structure, it is not easily broken and has excellent durability, and since the ruled lines are pressed and formed in a lattice pattern on the sheet, it has excellent shape retention.
【提出日】平成4年1月8日[Submission date] January 8, 1992
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0004[Correction target item name] 0004
【補正方法】変更[Correction method] Change
【0004】 本考案は、このような従来技術を背景になされたもので、敷設されるためにあ らかじめ掘られる溝もそれほど正確な寸法を必要とせず、施工にも手間がかから ず工事期間も短縮できるばかりか、作業が簡単で漏水の心配もなく、しかも撒去 も容易で再生も可能であり、さらに形態保持性に優れかつ耐久性に優れた仮設排 水路を得ることを目的とする。The present invention has been made in the background of such a conventional technique, and the groove to be dug in order to be laid is not required to have a precise size, and the construction is not troublesome. not only can also be shortened construction period, work without fear of simple leakage, yet撒去is also easy and reproducible, objective good and possible to obtain an excellent temporary discharge waterway durability more shape retention And
【図1】本考案の実施例に係る仮設排水路の一部を示す
斜視図である。FIG. 1 is a perspective view showing a part of a temporary drainage canal according to an embodiment of the present invention.
【図2】本考案の実施例の中空シート材の要部拡大断面
図である。FIG. 2 is an enlarged sectional view of a main part of a hollow sheet material according to an embodiment of the present invention.
【図3】本考案の他の実施例の中空シート材の斜視図で
あり、第1図Aは第2フィルム、第1図Bは円柱状にエ
ンボスしたフィルム、第1図Cは第2フィルム、第1図
Dは中空シート材の、それぞれ斜視図である。3 is a perspective view of a hollow sheet material according to another embodiment of the present invention, wherein FIG. 1A is a second film, FIG. 1B is a cylindrically embossed film, and FIG. 1C is a second film. FIG. 1D is a perspective view of a hollow sheet material.
01 仮設排水路 04 固定部 05 中空シート材 06 他の中空シート材 11 地表面 12 溝 53 罫線 61 円柱状にエンボスしたフィルム 62 第1フィルム 63 第2フィルム 01 Temporary drainage channel 04 Fixed part 05 Hollow sheet material 06 Other hollow sheet material 11 Ground surface 12 Groove 53 Ruled line 61 Cylindrical embossed film 62 First film 63 Second film
【手続補正書】[Procedure amendment]
【提出日】平成4年1月8日[Submission date] January 8, 1992
【手続補正2】[Procedure Amendment 2]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief explanation of the drawing
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図面の簡単な説明】[Brief description of drawings]
【図1】本考案の実施例に係る仮設排水路の一部を示す
斜視図である。FIG. 1 is a perspective view showing a part of a temporary drainage canal according to an embodiment of the present invention.
【図2】本考案の実施例の中空シート材の要部拡大断面
図である。FIG. 2 is an enlarged sectional view of a main part of a hollow sheet material according to an embodiment of the present invention.
【図3】本考案の他の実施例の中空シート材の斜視図で
あり、第1図Aは第2フィルム、第1図Bは円柱状にエ
ンボスしたフィルム、第1図Cは第1フィルム、第1図
Dは中空シート材の、それぞれ斜視図である。3 is a perspective view of a hollow sheet material according to another embodiment of the present invention, wherein FIG. 1A is a second film, FIG. 1B is a cylindrically embossed film, and FIG. 1C is a first film. FIG. 1D is a perspective view of a hollow sheet material.
【符号の説明】 01 仮設排水路 04 固定部 05 中空シート材 06 他の中空シート材 11 地表面 12 溝 53 罫線 61 円柱状にエンボスしたフィルム 62 第1フィルム 63 第2フィルム[Explanation of symbols] 01 Temporary drainage channel 04 Fixing part 05 Hollow sheet material 06 Other hollow sheet material 11 Ground surface 12 Groove 53 Ruled line 61 Cylindrical embossed film 62 First film 63 Second film
Claims (1)
したプラスチック製中空シート材をあらかじめ地面に掘
って設けた溝内に沿わせて敷設し、地表面に出ている前
記中空シート材の両端部を土中に埋めて固定してなるこ
とを特徴とする仮設排水路。1. A hollow sheet material made of plastic, in which ruled lines are pressed in a grid pattern by a heat press or the like, is laid along a groove which is previously dug in the ground, and the hollow sheet material is exposed on the ground surface. Temporary drainage channel, characterized in that both ends are buried and fixed in the soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10106391U JPH0542320U (en) | 1991-11-13 | 1991-11-13 | Temporary drainage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10106391U JPH0542320U (en) | 1991-11-13 | 1991-11-13 | Temporary drainage |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0542320U true JPH0542320U (en) | 1993-06-08 |
Family
ID=14290655
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10106391U Pending JPH0542320U (en) | 1991-11-13 | 1991-11-13 | Temporary drainage |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0542320U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102403819B1 (en) * | 2021-11-18 | 2022-05-30 | 주식회사 플러스원 | Settlement prevention device near outdoor drainage ditch |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3122183B2 (en) * | 1991-09-25 | 2001-01-09 | 松下電工株式会社 | Plate frame for wiring equipment |
-
1991
- 1991-11-13 JP JP10106391U patent/JPH0542320U/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3122183B2 (en) * | 1991-09-25 | 2001-01-09 | 松下電工株式会社 | Plate frame for wiring equipment |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102403819B1 (en) * | 2021-11-18 | 2022-05-30 | 주식회사 플러스원 | Settlement prevention device near outdoor drainage ditch |
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