JPH10168986A - Screw pipe for steep-slope section sewage pipe - Google Patents

Screw pipe for steep-slope section sewage pipe

Info

Publication number
JPH10168986A
JPH10168986A JP35747396A JP35747396A JPH10168986A JP H10168986 A JPH10168986 A JP H10168986A JP 35747396 A JP35747396 A JP 35747396A JP 35747396 A JP35747396 A JP 35747396A JP H10168986 A JPH10168986 A JP H10168986A
Authority
JP
Japan
Prior art keywords
pipe
spiral
section
sewage
steep
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
JP35747396A
Other languages
Japanese (ja)
Inventor
Mamoru Hirose
護 廣瀬
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP35747396A priority Critical patent/JPH10168986A/en
Publication of JPH10168986A publication Critical patent/JPH10168986A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the execution of works by bending and forming a sewage pipe in a spiral type. SOLUTION: The front end of an upper section is extended linearly on the tangent of the screw pipe, the inclination and spiral diameter of the whole screw pipe are determined, and the pipe is machined. A lower-section front end is elongated linearly on the tengent of the screw pipe, and the screw pipe 1 for steep-slope sewage is prepared. Flow velocity in the pipe is controlled by changing the number of the stage of the winding of a spiral or altering the diameter of the spiral when the inside diameter of the pipe is kept constant. Or sewage can be flowed down naturally from a vertical section to a steep slope section while holding required flow velocity because flow velocity can be adjusted by varying the axial angle of the whole spiral. Accordingly, a sewage pipeline on a precipice place or the steep slope section can be laid only by the spiral pipeline, the laying is executed easily, and construction cost is also reduced by a section, in which no manhole is needed in an intermediate section. Since a joining section by conventional stepped sections is removed and the flowing-down of sewage is brought to a continuous and uniform-flow state, solid bodies are flowed down simultaneously and smoothly.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、下水管路を螺旋型に
した急勾配部下水道用螺旋排水管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spiral drainage pipe for sewage in a steeply inclined section having a sewage pipe spiral.

【0002】[0002]

【従来の技術】従来、急勾配部の下水管は下水流下の適
正流速を保つため直線管に勾配をつけ階段状の布設とな
り段差部に人孔を必要とした。又、段差部も下水中の固
形物流下を円滑にするため約1.5mと限界があった。
このため細切れに管路を布設し、多くの人孔を設置する
か、急勾配部を避け緩勾配の迂回ルートをとる等の対策
を余儀なくされた。従って、急勾配部は施工の困難さと
建設費が増大した。
2. Description of the Related Art Conventionally, a sewage pipe having a steep slope portion is provided with a slope in a straight pipe so as to maintain an appropriate flow velocity under a sewage flow, and has a stair-like laying. In addition, the step portion has a limit of about 1.5 m in order to smoothly flow under the solid flow in the sewage.
For this reason, it was necessary to take measures such as laying pipes in small pieces, installing many manholes, or taking a gentle slope detour route avoiding steep slopes. Therefore, steep slopes have increased construction difficulties and construction costs.

【0003】[0003]

【発明が解決しようとする課題】したがって、従来施工
できなかった急勾配部の管路のみによる下水の流下を望
む要求に応えるため発明されたものである。
SUMMARY OF THE INVENTION Accordingly, the present invention has been invented in order to meet the demand for the sewage flowing down only by the pipes of the steep slope, which could not be constructed conventionally.

【0004】[0004]

【課題を解決するための手段】いま、その構成を説明す
ると (イ)上部先端を螺旋管の接線上に直線に伸ばす。 (ロ)螺旋管全体の傾きと螺旋径を定め管を加工する。 (ハ)下部先端を螺旋管の接線上に直線で伸ばす。 以上のように構成する。
Means for Solving the Problems Now, the structure will be described. (A) The upper end is straightly extended on the tangent line of the spiral tube. (B) Determine the inclination and spiral diameter of the entire spiral tube and process the tube. (C) Extend the lower tip straight on the tangent line of the spiral tube. The configuration is as described above.

【0005】[0005]

【作 用】次に本発明の作用を述べると、管内の流速制
御として管の内径を一定にした場合 (a)螺旋の巻段数を変える。 (b)螺旋の直径を変える。 (c)螺旋全体の軸角度を変える。 以上の方法によって、流速を調整できるので、必要流速
を保持しながら垂直から急坂部まで下水を自然流下させ
ることが可能である。
Next, the operation of the present invention will be described. In the case where the inner diameter of the pipe is kept constant for controlling the flow velocity in the pipe, (a) the number of spiral turns is changed. (B) changing the diameter of the helix. (C) Change the axis angle of the entire helix. Since the flow velocity can be adjusted by the above method, the sewage can flow naturally from the vertical to the steep slope part while maintaining the required flow velocity.

【0006】[0006]

【実施例】螺旋管の管形状を円形、卵形、馬蹄形、四角
形にすれば下水量に合わせて設計できる。又、管材料を
塩化ビニール等合成樹脂系、コンクリート、陶製、鋼
製、鋳鉄製と変えれば、施工条件に合わせて、垂直から
急坂部まで人孔なしで下水路が設置できる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS If the shape of the spiral tube is circular, oval, horseshoe, or square, it can be designed according to the amount of sewage. Also, if the pipe material is changed to synthetic resin such as vinyl chloride, concrete, porcelain, steel, or cast iron, a sewer can be installed from a vertical to a steep slope without human holes according to the construction conditions.

【0007】[0007]

【発明の効果】上述により、崖地や急坂部の下水管路の
布設が螺旋管路のみでできるようになり、施工し易く、
中間に人孔を必要としない分、建設費も安価となる。
又、従来の段差による接合部がなくなり、下水の流下が
連続かつ等流状態となるので、固形物同時流下が円滑に
行われる。
As described above, the sewage pipeline can be laid only on a cliff or a steep slope by using only a spiral pipeline.
Since there is no need for manholes in the middle, construction costs are also low.
In addition, since the conventional joint due to the step is eliminated and the sewage flows down continuously and uniformly, the solids simultaneously flow down smoothly.

【図面の簡単な説明】[Brief description of the drawings]

【図 1】本発明の螺旋管を円管にした斜視図FIG. 1 is a perspective view of a spiral tube of the present invention formed into a circular tube.

【図 2】本発明の螺旋管を円管にしたものを急傾斜地
に使用した断面図
FIG. 2 is a cross-sectional view in which a spiral pipe of the present invention is formed into a circular pipe and used on a steep slope.

【図 3】本発明の螺旋管を円管にしたものを垂直崖部
に使用した断面図
FIG. 3 is a cross-sectional view in which a spiral tube of the present invention is formed into a circular tube and used for a vertical cliff.

【符号の説明】[Explanation of symbols]

1.は急勾配部下水道用螺旋管 1. Is a spiral pipe for sewerage in steep slopes

Claims (1)

【特許請求の範囲】[Claims] 【請求項 1】下水道管を螺旋型に曲げて作る急勾配部
下水道用螺旋排水管
1. A spiral drainage pipe for sewerage in a steeply sloped section formed by spirally bending a sewerage pipe.
JP35747396A 1996-12-06 1996-12-06 Screw pipe for steep-slope section sewage pipe Pending JPH10168986A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35747396A JPH10168986A (en) 1996-12-06 1996-12-06 Screw pipe for steep-slope section sewage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35747396A JPH10168986A (en) 1996-12-06 1996-12-06 Screw pipe for steep-slope section sewage pipe

Publications (1)

Publication Number Publication Date
JPH10168986A true JPH10168986A (en) 1998-06-23

Family

ID=18454309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35747396A Pending JPH10168986A (en) 1996-12-06 1996-12-06 Screw pipe for steep-slope section sewage pipe

Country Status (1)

Country Link
JP (1) JPH10168986A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107816121A (en) * 2017-10-31 2018-03-20 温州绿水青市政园林工程有限公司 Town road discharge structure
CN111980313A (en) * 2020-09-02 2020-11-24 江苏亚井雨水利用科技有限公司 System and method for treating rainwater on planted roof
CN119744767A (en) * 2025-03-07 2025-04-04 内蒙古蒙牛乳业(集团)股份有限公司 Milk collection system and milk collection method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107816121A (en) * 2017-10-31 2018-03-20 温州绿水青市政园林工程有限公司 Town road discharge structure
CN111980313A (en) * 2020-09-02 2020-11-24 江苏亚井雨水利用科技有限公司 System and method for treating rainwater on planted roof
CN111980313B (en) * 2020-09-02 2021-04-27 江苏亚井雨水利用科技有限公司 System and method for treating rainwater on planted roof
CN119744767A (en) * 2025-03-07 2025-04-04 内蒙古蒙牛乳业(集团)股份有限公司 Milk collection system and milk collection method

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