JPS63130812A - Draining material for civil construction work - Google Patents

Draining material for civil construction work

Info

Publication number
JPS63130812A
JPS63130812A JP27910386A JP27910386A JPS63130812A JP S63130812 A JPS63130812 A JP S63130812A JP 27910386 A JP27910386 A JP 27910386A JP 27910386 A JP27910386 A JP 27910386A JP S63130812 A JPS63130812 A JP S63130812A
Authority
JP
Japan
Prior art keywords
corrosion
drainage
draining
permeable
mat
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
Application number
JP27910386A
Other languages
Japanese (ja)
Inventor
Atsutaka Fujii
厚孝 藤井
Shinjiro Tanaka
田中 慎次郎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KYOEI DOBOKU KOGAKU KK
Original Assignee
KYOEI DOBOKU KOGAKU KK
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 by KYOEI DOBOKU KOGAKU KK filed Critical KYOEI DOBOKU KOGAKU KK
Priority to JP27910386A priority Critical patent/JPS63130812A/en
Publication of JPS63130812A publication Critical patent/JPS63130812A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a draining material which is excellent in water permeability and water draining performance and can also be easily set by providing flexible tubes in a mat made of corrosion-resistant fibers. CONSTITUTION:In a mat 1 which is formed by connecting corrosion-resistant fibers entangled in a roughly porous state into a bridged form by a corrosion- resistant adhesive, flexible tubes 2 made of a rigid synthetic resin, having uneven surface with projections 2a and recessions 2b and many small holes 2c, are provided. A general-purpose light-weight draining material which is good in water permeability, draining property, and workability can thus be obtained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、擁壁・カルバートボックス・トンネル等の裏
面排水工、ゴルフ場・宅地等造成地の暗渠排水工、路床
・法面の排水工等の土木・建設工事に用いる透排水材に
関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to back drainage works of retaining walls, culvert boxes, tunnels, etc., culvert drainage works of developed areas such as golf courses and housing lots, and drainage of subgrades and slopes. This relates to permeable drainage materials used in civil engineering and construction works.

〔従来技術とその問題点〕[Prior art and its problems]

従来、この種透排水材として、種々のものが用いられて
いるが、汎用性に乏しく、また、裏面排水、法面排水に
用いられている不織布製のシートやマット、またはマッ
トにシートを措きつけたものは、土圧等の外圧に対して
弱く、目詰まりが生じやすく、経年化により集排水が悪
くなるという問題がある。
Conventionally, various materials have been used as this type of permeable drainage material, but they lack versatility, and non-woven fabric sheets and mats used for back drainage and slope drainage, or sheets in addition to mats, have been used. Those that are attached have the problem of being vulnerable to external pressure such as earth pressure, easily clogging, and deteriorating collection and drainage over time.

また、暗渠排水に用いられている有孔ヒユーム管は、目
詰まり防止のため、その周囲にぐり石等を埋設する必要
があるばかりか、従来の暗渠排水材は重たくて、施工に
手数を要し、施工費が高くつくという問題点がある。
In addition, the perforated humid pipes used for underdrain drainage not only require burying stones, etc. around them to prevent clogging, but also conventional underdrain drainage materials are heavy and require a lot of work. However, there is a problem that construction costs are high.

本発明の目的は、汎用性を有し、土庄等の外圧に対して
強く、軽皿て取扱い易く、シかも取付面が凹凸を有して
いても簡単に施工できる土木・建設工事用透排水材を提
供するにある。
The purpose of the present invention is to provide a permeable drainage system for civil engineering and construction work that has versatility, is strong against external pressure such as landslides, is light and easy to handle, and can be easily constructed even if the mounting surface is uneven. We provide materials.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、耐蝕性繊維を粗なる空隙を存した状態に絡ま
せ、耐蝕性接着材で以て#S絡したマット状の本体内に
、硬質合成樹脂製管の外周に波形凹凸部を連続して形成
し、かつ多数の小孔を穿設した可撓管を1乃至複数配設
して成る。
The present invention consists of a mat-like main body in which corrosion-resistant fibers are intertwined with rough voids, and corrugated irregularities are continuous on the outer periphery of a hard synthetic resin tube. It is made up of one or more flexible tubes that are formed using a flexible tube and have a large number of small holes drilled therein.

〔実施例〕〔Example〕

以下本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below based on the drawings.

Aは透排水材で、マット状の本体lと可撓管2とから成
る。上記本体1はやしの実の繊維、合成樹脂線維等の耐
蝕性繊維を粗なる空隙を存した状態で絡ませ、合成樹脂
等の耐蝕性接着材で以て各繊維をブリッジ状につないて
、所要厚のマット状に成したものである。また、可撓管
2は@質合成樹脂で以て外周に波形の凹、凸部2a、2
bを連続して形成して可撓性を具備した管て、この管の
主として四部2 a j: % Hの小孔2Cを等間隔
又はランダムに穿設して成る。そして、上記本体1内に
可撓管2を、可成的には可撓管2の直径(例えば30〜
50順)に対応する間隔(30〜5h■)をおいて配設
して所望の大きさの透排水材Aを構成する。
A is a permeable drainage material consisting of a mat-like main body l and a flexible tube 2. The main body 1 is made by intertwining corrosion-resistant fibers such as coconut fibers and synthetic resin fibers with rough gaps, and connecting each fiber in a bridge shape with a corrosion-resistant adhesive such as synthetic resin to obtain the desired thickness. It is made into a matte shape. The flexible tube 2 is made of @-quality synthetic resin and has corrugated concave and convex portions 2a and 2 on the outer periphery.
A flexible tube is formed by continuously forming a tube with small holes 2C formed at equal intervals or randomly in the main four parts of the tube. Then, the flexible tube 2 is placed inside the main body 1, and the diameter of the flexible tube 2 (for example, 30~
50) at intervals (30 to 5 hours) to form a permeable drainage material A of a desired size.

即ち、上記透排水材は、一定厚さに積層したカール状又
は直線状或いはこれらを混合した耐蝕性繊維上に、長尺
の可撓管を複数本を所定間隔をおいて連続的に載置し、
この可撓管の上方より上記耐蝕性繊維を所定厚さに積層
すると共に、上方より耐蝕性接着材を散布して、乾燥し
、更に表面の毛羽立ちを押える程度に圧縮する工程を経
た後、使用の用途に応じた所要の大きさに裁断して製造
するものである。
That is, the above-mentioned permeable drainage material is made by placing a plurality of long flexible tubes continuously at predetermined intervals on corrosion-resistant fibers laminated to a constant thickness in a curled shape, a straight shape, or a mixture thereof. death,
The above-mentioned corrosion-resistant fibers are laminated to a predetermined thickness from above the flexible tube, and a corrosion-resistant adhesive is sprinkled from above, dried, and compressed to the extent that the fuzz on the surface is suppressed before use. It is manufactured by cutting to the required size according to the intended use.

次に、本発明に係る透排水材の使用例につき、第3図に
基づいて説明する。
Next, an example of use of the permeable drainage material according to the present invention will be explained based on FIG. 3.

第3図(&)は、暗渠排水に使用した説明図で、所要の
深さに掘った7RD内に所要の巾と長さト;裁断した透
排水材A、A・・・を直列に載置すると共::、透排水
材A、、への可撓管2,2を連結具(1図示省略)で以
て接続した俺、埋め戻しを行って暗渠排水工を完了する
Figure 3 (&) is an explanatory diagram used for culvert drainage, in which cut permeable drainage materials A, A, etc. of the required width and length are placed in series in 7RD dug to the required depth. At the same time, the flexible pipes 2 and 2 to the permeable drainage material A were connected using connectors (1 not shown), and backfilling was performed to complete the culvert drainage work.

第3図(b)は、トンネルの裏面排水に使用した説明図
で、トンネルT内面に透排水材A(例えば巾200〜3
50m/m、長さ 5〜10m)を取付具で以て配設固
定し、各透排水材A、Aの可撓管2,2を上記と同様に
連結具を介して接続すると共に、下部の透排水材Aの可
撓管をセンタードレン又は側溝に連結した後、止水シー
トで覆って覆工コンクリートを打設してトンネルの裏面
排水工を完了する。
Fig. 3(b) is an explanatory drawing used for drainage on the back side of the tunnel.
50m/m, length 5-10m) with a fixture, connect the flexible pipes 2, 2 of each permeable drainage material A, A through the connector in the same way as above, and After connecting the flexible pipe of permeable drainage material A to the center drain or side gutter, cover it with a water-stop sheet and cast lining concrete to complete the drainage work on the back side of the tunnel.

なお、この場合透排水材が可撓性を有するので、トンネ
ル内壁の凹凸に簡単に沿わずことができる。
In this case, since the permeable drainage material has flexibility, it can easily avoid following the unevenness of the inner wall of the tunnel.

第3図(C)は、コンクリート擁壁の裏面排水に使用し
た説明図で、擁壁Wの裏面の全部に透排水材A、A・・
・を垂設し、可撓管同志を上述と同様に連結具(図示省
略)を介してta続し、最上部の透排水材の可撓管2の
上部開口部には覆蓋で以て栓をして、壁面に固定して裏
面排水工を完了する。
Figure 3 (C) is an explanatory drawing used for drainage on the back side of a concrete retaining wall, and the entire back side of the retaining wall W is covered with permeable drainage materials A, A...
- are installed vertically, and the flexible tubes are connected together via a connector (not shown) in the same way as described above, and the upper opening of the flexible tube 2 of the uppermost permeable drainage material is plugged with a cover. and fix it to the wall to complete the back drainage work.

よって、土、壁面、構造物等の内部の水は埋設された透
排水材Aの本体1より透水し、小孔2cより可撓管2内
に果水され、排水される。−〔発明の効果〕 本発明によるときは、マット状本体内に硬質合成樹脂製
の可撓管を一体に設けたので、透水性、排水性が良く、
また土庄等の外圧に対しても強く、永年使用が可能であ
り、しかも可撓性を有するので、取付面が凹凸を有して
いても、容易に沿わして取付けることができ、汎用性を
有するばかりか、軽量であるので、施工が簡単で、機械
力を必要とせず、施工費が大巾に安価になる等の利点を
有するものである。
Therefore, water inside the soil, walls, structures, etc. permeates through the main body 1 of the buried permeable and drainage material A, flows into the flexible pipe 2 through the small hole 2c, and is drained. - [Effects of the Invention] According to the present invention, since the flexible tube made of hard synthetic resin is integrally provided within the mat-like main body, water permeability and drainage performance are good.
In addition, it is strong against external pressure such as Tonosho, and can be used for a long time. Furthermore, it is flexible, so it can be easily installed along even if the mounting surface has unevenness, providing versatility. Not only that, it is lightweight, so it is easy to construct, does not require mechanical power, and has the advantage of significantly reducing construction costs.

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

第1図は本発明に係る透排水材の斜視図、第2図は可撓
管の断面図、第3図(a) 、 (b) 、 (c)は
本発明に係る透排水材の使用例を示し、(a)は昭渠排
水工に使用した説明図、(b)はトンネル裏面排水工に
使用した説明図、(C)はコンクリート1ら壁の裏面排
水工に使用した説明図である。 Aは透排水材、1は本体、2は可撓管、2 JLは凹部
、2bは凸部、2cは小孔 特許出願人  共英上木工隊株式会社 代  理  人    林         清   
“明   同      上    奥    村  
  文    雄   ′v、1図 第2図 第3図
Figure 1 is a perspective view of the permeable drainage material according to the present invention, Figure 2 is a sectional view of a flexible tube, and Figures 3 (a), (b), and (c) are uses of the permeable drainage material according to the present invention. Examples are shown: (a) is an explanatory diagram used for the Sho culvert drainage, (b) is an explanatory diagram used for the tunnel back drainage, and (C) is an explanatory diagram used for the back drainage of the concrete 1 wall. be. A is permeable drainage material, 1 is the main body, 2 is the flexible pipe, 2 JL is the concave part, 2b is the convex part, 2c is the small hole patent applicant Kyoei Joki Kokotai Co., Ltd. Agent Kiyoshi Hayashi
“Akira same as Okumura
Text by Yu 'v, Figure 1 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 耐蝕性繊維を粗なる空隙を存した状態に絡ませ、耐蝕性
接着材で以て纏絡したマット状の本体内に、硬質合成樹
脂製管の外周に波形凹凸部を連続して形成し、かつ多数
の小孔を穿設した可撓管を1乃至複数配設したことを特
徴とする土木・建設工事用透排水材。
Corrosion-resistant fibers are intertwined with rough voids in the mat-like main body with a corrosion-resistant adhesive, and corrugated uneven parts are continuously formed on the outer periphery of a hard synthetic resin tube, and A permeable and drainage material for civil engineering and construction work, characterized by having one or more flexible pipes drilled with a large number of small holes.
JP27910386A 1986-11-21 1986-11-21 Draining material for civil construction work Pending JPS63130812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27910386A JPS63130812A (en) 1986-11-21 1986-11-21 Draining material for civil construction work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27910386A JPS63130812A (en) 1986-11-21 1986-11-21 Draining material for civil construction work

Publications (1)

Publication Number Publication Date
JPS63130812A true JPS63130812A (en) 1988-06-03

Family

ID=17606456

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27910386A Pending JPS63130812A (en) 1986-11-21 1986-11-21 Draining material for civil construction work

Country Status (1)

Country Link
JP (1) JPS63130812A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104131A (en) * 1988-10-13 1990-04-17 Matsushita Electric Ind Co Ltd Transmitter
EP0688906A1 (en) * 1994-02-17 1995-12-27 Jesse Yang Ground water drainage system
CN109505652A (en) * 2019-01-23 2019-03-22 长沙矿山研究院有限责任公司 A kind of panel method for unwatering

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104131A (en) * 1988-10-13 1990-04-17 Matsushita Electric Ind Co Ltd Transmitter
EP0688906A1 (en) * 1994-02-17 1995-12-27 Jesse Yang Ground water drainage system
CN109505652A (en) * 2019-01-23 2019-03-22 长沙矿山研究院有限责任公司 A kind of panel method for unwatering
CN109505652B (en) * 2019-01-23 2021-06-08 长沙矿山研究院有限责任公司 Disc area drying method

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