JPS5824012A - Culvert drain pipe - Google Patents

Culvert drain pipe

Info

Publication number
JPS5824012A
JPS5824012A JP56121909A JP12190981A JPS5824012A JP S5824012 A JPS5824012 A JP S5824012A JP 56121909 A JP56121909 A JP 56121909A JP 12190981 A JP12190981 A JP 12190981A JP S5824012 A JPS5824012 A JP S5824012A
Authority
JP
Japan
Prior art keywords
pipe
wound
longitudinal direction
drain pipe
shaped
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
JP56121909A
Other languages
Japanese (ja)
Inventor
Toshio Tanaka
俊夫 田中
Goro Sugaya
菅谷 五郎
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.)
TOKYO POLYMER KK
Original Assignee
TOKYO POLYMER 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 TOKYO POLYMER KK filed Critical TOKYO POLYMER KK
Priority to JP56121909A priority Critical patent/JPS5824012A/en
Publication of JPS5824012A publication Critical patent/JPS5824012A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

PURPOSE:To obtain a culvert drain pipe having excellent flexibility and high pressure resistance by a method in which plural filmy strands are provided in parallel with the longitudinal direction of a pipe, and the outside of the pipe is wound with a hollow bar strand spirally. CONSTITUTION:The outside of plural filmy strands 2 provided at intervals in parallel with the longitudinal direction of a pipe is wound with a hollow bar strand 3 and integrally fuse-bonded.

Description

【発明の詳細な説明】 本発明はI中に埋設する合成樹脂製1111栗II ノ
にパイプにll11jる1、 従〉により1li(渠II水パ、イグとし【合成樹脂製
のパイプは数多く提案されており、この秤のnR渠4J
l水バイゾは山水や湧水を排出するため(Jパイ1表面
に多数の聞1]が設置Jられている。ぞ1ノで(嗟i用
状況に応じて、耐汗強度、吸水キー、粗度係数、ill
性情【こついてバフンスのとれた晶質時1’lが要求さ
れる。
DETAILED DESCRIPTION OF THE INVENTION The present invention is based on a synthetic resin pipe buried in a pipe made of synthetic resin. and this scale's nR 4J
Water filters are installed in order to drain mountain water and spring water (many holes are installed on the surface of the pipe 1). roughness coefficient, ill
Sexuality [1'l is required when the crystalline state is well-developed and buffed.

従来の合成樹脂製の暗lpす]水パイプにおいてパイプ
の長手方向に延びる多数の糸状のスi・ランドで円筒形
を形成し、それらの内側にやはり糸状のスト7ンドを螺
旋状に巻回し、それらのス1〜フンドを一体′化()て
メック1状の円筒体を形成したものが知られでいろ、1
しかしながらかかる公知の暗渠1.11水バイグは吸水
f1はよいけれども粗度係数が太きく5、従っ゛C流水
特性は低く、ざらに耐)=に強度も不充分【゛あり、i
J撓性に乏しい。
[Conventional dark lp made of synthetic resin] In a water pipe, a cylindrical shape is formed with a large number of thread-like wires extending in the longitudinal direction of the pipe, and a thread-like string is wound spirally inside them. It is known that these s1 to hunds were integrated to form a cylindrical body shaped like a mech1.
However, although such a known underdrain 1.11 water bag has good water absorption f1, it has a large roughness coefficient 5, so its water flow characteristics are low, and its strength is insufficient.
J Poor flexibility.

まI、:リング状ス1〜フンド、長手方向に一定間隔て
・円筒状に配置し、それを数条のフィルム状スト7ング
で連結して一体化したものも知られでいる。
Also known is a structure in which ring-shaped strings 1 to 7 are arranged in a cylindrical shape at regular intervals in the longitudinal direction and connected by several film-shaped strings 7 to form an integrated structure.

しかしながらかかる公知の暗渠排水パイプは粗tα係数
並びに′rII撓↑11は向上するが、外力を受(づた
場合にリング状ス!−ランドが倒れ易く、また耐F1−
強度も充分ではない。
However, although such known culvert drainage pipes have improved rough tα coefficient and 'rII deflection ↑11, the ring-shaped sluice lands tend to collapse when subjected to external force, and the F1-
The strength is also not sufficient.

したがって本発明の目的は国境t1に富み、耐汗強度が
大きく、かつ流水特性のよい暗渠排水パイプを提供する
にある。
Therefore, an object of the present invention is to provide an underdrain drainage pipe which has a large border t1, has high sweat resistance, and has good water flow characteristics.

本発明によればパイプ長手方向に平行に複数のフーイル
ム状ス1〜ランドが間隔をあけて円筒状に配置され、ε
の外側に中空の棒状ス1−ランドが螺旋状に巻回2きれ
−(いイ2゜ 1′lh本発明の実施例を図面を参照してβ)明する。
According to the present invention, a plurality of films 1 to lands are arranged in a cylindrical shape at intervals in parallel to the longitudinal direction of the pipe, and ε
A hollow rod-shaped land is spirally wound on the outside of the holder.An embodiment of the present invention will be explained with reference to the drawings.

第1図及び第2図に示弓1−1、うに本発明を実施した
暗渠IJI水ハイフ11J、k ffi向1:\F (
”T IJ間隔ヲおいC前置された複数のフィルム状ス
ト7ン1へ2と、このフィルム状ス[・ワンド2内外側
に’!4 hk状に巻回さ(′シでフィルム状ストフン
1゛2ど例えば融着により一体的に固着され/; rE
1空の棒状ストランド3に」、り構成δれている。−ノ
イルム状ス1〜ランド2は幅3−30mm稈度のbのが
適当で゛あり、また特に!i 0 m m口径のパイプ
では0.3mm〜1.5mmのjワみのものが好t L
い。中空の棒状ス!〜ラン1−3は螺旋状に巻回されて
いるが、その[旋の軸プフ向に対する傾斜角磨αは、7
()1α・−87度が好ましい1、そ1ノで特に50 
m m II径のパイプで(:1中空の棒状ス1ヘラン
ド3のピップDはi o m m−・20mm程度であ
る。
Figures 1 and 2 show the bow 1-1, the culvert IJI water high 11J in which the present invention was implemented, and the direction 1:\F (
``A plurality of film-like strings 7 placed in front of the wand 2 are wound in a shape of ``! 1 and 2 are fixed together, for example by fusion/; rE
1. The empty rod-shaped strand 3 has a configuration δ. - It is appropriate for the Noilm-like land 1 to land 2 to have a width of 3-30 mm and a culm of b, and especially! i 0 mm For m diameter pipes, I prefer 0.3 mm to 1.5 mm j. L
stomach. A hollow stick! ~Run 1-3 is wound spirally, and the angle of inclination α with respect to the direction of the winding axis is 7.
()1α・-87 degrees is preferable 1, especially 50
In a pipe with a diameter of mm II (: 1 hollow rod-shaped steel 1 helland 3, the pip D is about io mm m-20 mm.

本発明に係る暗渠11水パイプはLス十のように螺ti
:fl状に巻回され(いる棒状ス1〜フンド33が中空
に構成されているので1半でか−)耐11強1σがJ1
常に畠い1.(例えば50mm1Tl径のパイプて1m
当り2009の高畜庶ポリーrブ1ノン製パイプを20
%vj径方向に歪A、t!る力はパイプ長さ1ocm当
り30ないし34 k CIである。これに対して従来
例で(よ10ないし15kgである。〉またフィルム状
ス1〜ランド2が暗渠抽水パイプ1の内側に配置しであ
るため、パイプの内面は平滑であり、相!様係数が小さ
い。従って流水4〕+能が向1〜す゛る。そして螺旋状
に巻回された中空の棒状ス1〜ランドが軸方向に対し傾
斜角Yσ7(1−87度に配F/されているため、外力
を受LJても倒机にくく、また長手方向に配j面されて
いるストランド2は一ノイルム状になっているので「1
1撓f[も優れている。
The underdrain 11 water pipe according to the present invention is screwed like L
: It is wound in a fl shape (the rod-shaped parts 1 to 33 are hollow, so it is about 1 and a half-), and the resistance is 11 strength and 1σ is J1.
Always Hatake 1. (For example, 50mm 1Tl diameter pipe is 1m.
2009 high quality poly rbu 1 non pipes per 2009
%vj radial strain A, t! The force applied is 30 to 34 kCI per occm of pipe length. On the other hand, in the conventional example (the weight is 10 to 15 kg), the film-like soil 1 to land 2 are arranged inside the underdrain extraction pipe 1, so the inner surface of the pipe is smooth and the phase difference coefficient is Therefore, the flowing water 4] + ability is in the direction 1 to 1.Then, the spirally wound hollow rod-shaped land is arranged at an inclination angle of Yσ7 (1-87 degrees) with respect to the axial direction. Therefore, even if the LJ receives an external force, it will not easily fall over, and since the strand 2 arranged in the longitudinal direction has a monolume shape, it will not easily fall over.
1 deflection f [is also excellent.

以トのように本発明にJこれぽ、パイプ長手方向に平行
に複数のフィルム状ストランド2を配眠し、その外側に
中空の棒状ス]へランド3を螺旋状に巻回しパイプを形
成りるようにしたので、鴫IIに優れ、よ1.:耐圧強
度が非常に高く、したがって、大きい十汗にも抗し得る
。また、粗度係数が小さく、同1]径のパイプで比較し
た場合、比較的に大きな排水1Bが1!1られる。
As described above, according to the present invention, a plurality of film-like strands 2 are arranged parallel to the longitudinal direction of the pipe, and a hollow rod-like strand 3 is wound spirally on the outside to form a pipe. I made it so that it was better than Shizu II, and 1. : It has very high pressure resistance and can withstand even large amounts of sweat. Furthermore, when comparing pipes with a small roughness coefficient and the same diameter of 1], the comparatively large waste water 1B is reduced by 1!1.

そしで構造的に耐ハニ強1αが高いため、月利コス1〜
が低くなり、更にフィルムは厚みを自由にコン1〜ロー
ルづることができるので、強度に比較的に影19の少な
いフィルムを薄クシ、その分の材l!1を使用して、中
空棒状ストランドを太くすることにより更に強度を向上
ざゼることができる。
And since the structure has a high honey resistance 1α, the monthly profit cost is 1 ~
In addition, the thickness of the film can be changed freely from one to one roll, so you can use a thin film with relatively little strength and less shadow 19, and use the same amount of material. 1, the strength can be further improved by thickening the hollow rod-like strand.

なお、図示の実施例は、二本の中空の棒状のストランド
が螺旋状に巻回されているが、本発明はイのように限定
されるものではなく、−ホスは一本以トの中空の棒状ス
ト・ランドを絹合わせで使用することもできる。そして
、その中空棒状ストランドの断面形状は第3図(イ)な
いし第3図(ホ)に示1ように、1F方形、長方形、円
形、楕円形、三角形等秒々の形状とすることができる。
In addition, in the illustrated embodiment, two hollow rod-shaped strands are wound spirally, but the present invention is not limited to the above. The rod-like strands can also be used in silk matching. The cross-sectional shape of the hollow rod-like strand can be a 1F square, rectangle, circle, oval, triangle, etc., as shown in FIGS. 3(A) to 3(E). .

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

第1図は本発明の一実施例を示す側面図、第2図はその
断面図、第3図(イ)乃至第3図(ホ)はそれぞれ本発
明に実施する中空棒状ストランドの断面形状を示す断面
図である。 5− 2・・・・・・フィルム状ス1−ランド  3・・・・
・・中空棒状ストランド 6一
Fig. 1 is a side view showing one embodiment of the present invention, Fig. 2 is a sectional view thereof, and Figs. FIG. 5-2...Film-like land 3...
・Hollow rod-shaped strand 61

Claims (1)

【特許請求の範囲】[Claims] 長子プノ向に平行に間隔をあI−J ’C配置した複数
の合成樹脂製のフィルム状ス1〜フンドと、このノイル
ノ、状の外側にvA旋状に巻回された合成樹脂製q)中
空の■・状ス1へランドとより成ることを特徴とづる昭
県II水バーイブ
A plurality of synthetic resin films (1 to 1 to 2) arranged parallel to each other at intervals in the direction of the first child, and a synthetic resin film q) wound in a spiral shape on the outside of the films. Shoken II Water Bar Eve, which is characterized by a hollow ■・shape 1 and a land.
JP56121909A 1981-08-05 1981-08-05 Culvert drain pipe Pending JPS5824012A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56121909A JPS5824012A (en) 1981-08-05 1981-08-05 Culvert drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56121909A JPS5824012A (en) 1981-08-05 1981-08-05 Culvert drain pipe

Publications (1)

Publication Number Publication Date
JPS5824012A true JPS5824012A (en) 1983-02-12

Family

ID=14822904

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56121909A Pending JPS5824012A (en) 1981-08-05 1981-08-05 Culvert drain pipe

Country Status (1)

Country Link
JP (1) JPS5824012A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6040537U (en) * 1983-08-22 1985-03-22 タキロン株式会社 culvert drain pipe
JPS61164328U (en) * 1985-03-28 1986-10-11
JPS627429U (en) * 1985-06-27 1987-01-17
JP2005179896A (en) * 2003-12-16 2005-07-07 Ashimori Ind Co Ltd Water collecting/draining member, and forming method for water collecting/draining hole

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50151964A (en) * 1974-05-30 1975-12-06
JPS5239285U (en) * 1975-03-10 1977-03-19

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50151964A (en) * 1974-05-30 1975-12-06
JPS5239285U (en) * 1975-03-10 1977-03-19

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6040537U (en) * 1983-08-22 1985-03-22 タキロン株式会社 culvert drain pipe
JPS61164328U (en) * 1985-03-28 1986-10-11
JPS627429U (en) * 1985-06-27 1987-01-17
JPH0545620Y2 (en) * 1985-06-27 1993-11-24
JP2005179896A (en) * 2003-12-16 2005-07-07 Ashimori Ind Co Ltd Water collecting/draining member, and forming method for water collecting/draining hole

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