JP2000352103A - Vertical pipe - Google Patents

Vertical pipe

Info

Publication number
JP2000352103A
JP2000352103A JP11162534A JP16253499A JP2000352103A JP 2000352103 A JP2000352103 A JP 2000352103A JP 11162534 A JP11162534 A JP 11162534A JP 16253499 A JP16253499 A JP 16253499A JP 2000352103 A JP2000352103 A JP 2000352103A
Authority
JP
Japan
Prior art keywords
pipe
discharge port
main body
vertical pipe
manhole
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
JP11162534A
Other languages
Japanese (ja)
Inventor
Riichi Antoku
利一 安徳
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.)
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
Original Assignee
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics 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 Sekisui Chemical Co Ltd, Sekisui Kanzai Technics KK filed Critical Sekisui Chemical Co Ltd
Priority to JP11162534A priority Critical patent/JP2000352103A/en
Publication of JP2000352103A publication Critical patent/JP2000352103A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vetical pipe capable of facilitating construction work for installing it inside of a manhole so as to connect a discharging port to a sewerage main pipe. SOLUTION: A vertical pipe 1 is equipped with a spiral guide line for making wastewater curvedly flow down inside of a pipe main body 11, a discharging port 121 is provided at the lower end of the pipe main body 11 so that it is projected to the outside and, at the same time, an end connecting socket 122 of an outlet pipe R connecting the discharging port 121 to a sewerage main pipe or a joint is so provided that it is projected to the outside of the circumference of the discharging port 121.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、マンホールの内部
に、下水道本管に連結するように配置する施工作業がし
易い、内部に螺旋案内路が設けられた縦管に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical pipe provided with a spiral guideway therein, which is easily installed in a manhole so as to be connected to a sewer main pipe.

【0002】[0002]

【従来の技術】従来、マンホール内を自然流下する下水
によって内部が損傷するのを防止するため、例えば、特
開平8─41915号公報に開示されているように、マ
ンホール内に下水用縦管(ドロップシャフト)を配置す
る方法が実施されている。
2. Description of the Related Art Conventionally, in order to prevent the inside from being damaged by sewage flowing down naturally in a manhole, for example, as disclosed in JP-A-8-41915, a vertical pipe for sewage is installed in a manhole. Drop shaft) has been implemented.

【0003】このような下水用縦管は、例えば、図3に
示すように、一定の内径の直管状の管本体部aと、管本
体部aの内部に下水が直線状に流下しないように螺旋状
に案内する螺旋案内路b,cを有しており、この螺旋案
内路b,cに沿って下水が螺旋状に流下することにより
下水が減衰されるので、減衰状態となった下水を管本体
部aの下端部に一体に設けられた吐出口dから流出する
ことができる構造になっている。
[0003] Such a vertical pipe for sewage, for example, as shown in Fig. 3, has a straight tubular pipe main body part a with a constant inner diameter and prevents sewage from flowing down linearly into the pipe main body part a. It has spiral guide paths b and c for guiding spirally, and the sewage is attenuated by sewage flowing down spirally along the spiral guide paths b and c. The structure is such that it can flow out from a discharge port d provided integrally with the lower end of the tube main body a.

【0004】このような従来の下水用縦管pを使用して
下水管路を形成するには、通常、次のような施工順序に
従って施工していた。以下、図4(a)〜(f)及び図
5を参照してその施工順序を説明する。
In order to form a sewage pipeline using such a conventional vertical pipe for sewage, construction is generally performed according to the following construction sequence. Hereinafter, the construction order will be described with reference to FIGS. 4 (a) to 4 (f) and FIG.

【0005】図4(a)に示すように、マンホールm
を掘削する。図4(b)に示すように、マンホールm
と下水道本管gとを鞘管sにて連結する。図4(c)
に示すように、鞘管s内に流出管rを配管した後、鞘管
sと流出管rとの間隙にモルタルを充填する。図4
(d)及び図5に示すように、マンホールm内に、下水
用縦管pを設置し、その吐出口dと流出管rの端部との
間の位置調整を行う。図4(e)に示すように、鞘管
sと下水用縦管pの吐出口dとの間隙に間詰めiを挿入
する。これにより下記のの工程におけるモルタルが流
出管r内に入るのを防ぐ。図4(f)に示すように、
マンホールmの壁と下水用縦管pとの隙間にモルタルを
充填する。
[0005] As shown in FIG.
Drilling. As shown in FIG.
And the sewer main pipe g are connected by a sheath pipe s. FIG. 4 (c)
As shown in the figure, after the outflow pipe r is piped into the sheath pipe s, the gap between the sheath pipe s and the outflow pipe r is filled with mortar. FIG.
As shown in (d) and FIG. 5, a vertical pipe p for sewage is installed in the manhole m, and the position between the discharge port d and the end of the outflow pipe r is adjusted. As shown in FIG. 4E, a space filling i is inserted into a gap between the sheath pipe s and the discharge port d of the vertical pipe p for sewage. This prevents mortar from entering the outlet pipe r in the following step. As shown in FIG.
Mortar is filled in the gap between the wall of the manhole m and the vertical pipe p for sewage.

【0006】このような従来の施工では、の工程にお
ける下水用縦管pの吐出口dと流出管rの端部との間の
位置調整を行う作業が煩雑である上に、の工程におけ
る鞘管fと流出管gとの間隙にモルタルを充填する作業
と、の工程における流出管rと下水用縦管pの吐出口
cとの間隙に間詰めiを挿入する作業を別個に行う必要
があるため、施工能率が悪いという問題点がある。
In such a conventional construction, the operation of adjusting the position between the discharge port d of the vertical sewage pipe p and the end of the outflow pipe r in the step is complicated. It is necessary to separately perform the operation of filling the gap between the pipe f and the outflow pipe g with the mortar and the operation of inserting the filling material i into the gap between the outflow pipe r and the discharge port c of the vertical pipe p for sewage in the process. Therefore, there is a problem that construction efficiency is poor.

【0007】[0007]

【発明が解決しようとする課題】本発明は、上記のよう
な従来の問題点を解消し、吐出口と下水道本管とを連結
するようにマンホール内に設置する施工作業を容易に行
うことができる縦管を提供することを目的としてなされ
たものである。
DISCLOSURE OF THE INVENTION The present invention solves the above-mentioned conventional problems, and facilitates the installation work for installing in a manhole so as to connect a discharge port and a sewer main pipe. It is intended to provide a vertical pipe that can be used.

【0008】[0008]

【課題を解決するための手段】本発明は、管本体部内に
下水を屈曲して流下させるための螺旋案内路が設けられ
た縦管であって、上記管本体部の下端部に、吐出口が外
側方に突出するように設けられるとともに、該吐出口を
下水道本管に連結する流出管の端部接続用の受口もしく
は挿口が、前記吐出口の周囲の外側方に突出するように
設けられている縦管である。
SUMMARY OF THE INVENTION The present invention relates to a vertical pipe provided with a spiral guide path for bending and flowing down sewage in a pipe main body, wherein a discharge port is provided at a lower end of the pipe main body. Are provided so as to protrude outward, and a receiving port or an insertion port for connecting an end of an outflow pipe connecting the discharge port to a sewer main pipe protrudes outward around the discharge port. It is a vertical pipe provided.

【0009】本発明において、管本体部、螺旋案内路、
吐出口等を形成する材質としては、金属類をはじめ、樹
脂が挙げられる。樹脂としては、熱可塑性樹脂では、ポ
リ塩化ビニルをはじめ、ポリエチレン、ポリプロピレ
ン、アクリル樹脂等が挙げられ、熱硬化性樹脂では、不
飽和ポリエステル樹脂、ビニルエステル樹脂、エポキシ
樹脂等が挙げられ、ガラス繊維等の無機繊維、炭素繊
維、アラミド繊維、ビニロン繊維等の有機繊維にて強化
したもの(FRP)として使用することができ、樹脂モ
ルタルを中間層として有するもの(FRPM)も適宜使
用できる。
In the present invention, the pipe body, the spiral guideway,
Examples of the material for forming the discharge port and the like include metals and resins. Examples of the resin include thermoplastic resin such as polyvinyl chloride, polyethylene, polypropylene, and acrylic resin, and examples of the thermosetting resin include unsaturated polyester resin, vinyl ester resin, and epoxy resin. And the like (FRP) reinforced with organic fibers such as inorganic fibers, carbon fibers, aramid fibers, and vinylon fibers, and those having a resin mortar as an intermediate layer (FRPM) can also be used as appropriate.

【0010】[0010]

【作用】本発明の縦管は、上記管本体部の下端部に、吐
出口が外側方に突出するように設けられるとともに、該
吐出口を下水道本管に連結する流出管の端部接続用の受
口もしくは挿口が、前記吐出口の周囲の外側方に突出す
るように設けられていることにより、下端部の受口に流
出管の端部を接続するようにして、吐出口と流出管の端
部との間を複雑な位置調整を行うことなく接続すること
ができ、流出管の周囲及びマンホールの壁体と縦管との
間隙にモルタルを一度に充填することができるので、吐
出口と下水道本管とを連結する施工作業を容易に行うこ
とができる。
The vertical pipe according to the present invention is provided at the lower end of the pipe body so that the discharge port protrudes outward, and is used for connecting the end of the outflow pipe connecting the discharge port to the sewer main pipe. Is provided so as to protrude outward around the outlet, so that the end of the outflow pipe is connected to the lower end of the outlet so that the outlet and the outlet The tubing can be connected to the end of the pipe without complicated position adjustment, and the mortar can be filled at one time around the outflow pipe and the gap between the wall of the manhole and the vertical pipe. Construction work for connecting the outlet and the sewer main can be easily performed.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。図1は、本発明の縦管の一例の要
部を示す断面図である。図1に示すように、この例の縦
管1は、内部に下水を屈曲して流下させるための、図3
中に図示したような螺旋案内路(図1中には図示せず)
が設けられた直管状の管本体部11と、流出管の端部接
続用の受口を有する吐出口サドル12とからなる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view showing a main part of an example of a vertical pipe of the present invention. As shown in FIG. 1, the vertical pipe 1 of this example has a structure shown in FIG.
Spiral guideway as shown inside (not shown in FIG. 1)
And a discharge port saddle 12 having a receiving port for connecting the end of the outflow pipe.

【0012】螺旋案内路は、管本体部11の内径の1/
20〜5/12程度の幅を有し、管本体部11の内側に
螺旋状をなして突出し、軸心部が空洞になるように設け
られている。管本体部11の上端部には、外側方に突出
するように図示しない流入口が設けられており、下端部
の側壁には貫通孔111が形成されている。
The spiral guide path is 1/1 / the inner diameter of the pipe body 11.
It has a width of about 20 to 5/12, and projects spirally inside the tube body 11 so that the axial center is hollow. An inflow port (not shown) is provided at the upper end of the pipe main body 11 so as to protrude outward, and a through hole 111 is formed in a side wall of the lower end.

【0013】吐出口サドル12は、管本体部11の下端
部に形成された貫通孔111の内径と略等しい外径を有
する短管状の吐出口121を有している。吐出口121
の基端部の外周囲の、管本体部11の管壁の厚さ分を残
した位置に、管本体部11の管壁の外側面に沿う湾曲面
を有する環状板123が設けられ、その環状板123の
吐出口121の周囲部分には、吐出口121を下水道本
管に連結する流出管Rの端部接続用の受口122が設け
られている。受口122内には、奥部内周面に周方向に
沿って、接続すべき流出管Rの端部面が突き当たる突条
122aが設けられ、開口部内周面に周方向に沿ってセ
ルフシール型のパッキング122bが装着されている。
The discharge port saddle 12 has a short tubular discharge port 121 having an outer diameter substantially equal to the inner diameter of a through hole 111 formed at the lower end of the tube main body 11. Discharge port 121
An annular plate 123 having a curved surface along the outer surface of the tube wall of the tube main body portion 11 is provided at a position around the outer periphery of the base end portion of the tube main body portion 11 except for the thickness of the tube wall. A receiving port 122 for connecting an end of an outflow pipe R that connects the discharge port 121 to a sewer main pipe is provided around the discharge port 121 of the annular plate 123. In the receiving port 122, a protruding ridge 122a is provided along the circumferential direction on the inner peripheral surface of the inner portion of the inner wall, and the end surface of the outflow pipe R to be connected is provided. Packing 122b is mounted.

【0014】管本体部11の下端部には、吐出口サドル
12が、貫通孔111に吐出口121の基端部が挿入さ
れ、貫通孔111の周囲の外壁面に環状板123の背面
が沿うように装着され、接着剤を介して固定されてい
る。これにより、管本体部11の下端部に、吐出口12
1がその先端を外側方に突出するように設けられるとと
もに、吐出口121を下水道本管に連結する流出管2の
端部接続用の受口122が、吐出口121の周囲の外側
方に突出するように設けられた縦管1が形成されてい
る。
A discharge port saddle 12 is inserted into the lower end of the pipe main body 11, and a base end of the discharge port 121 is inserted into the through hole 111, and the back surface of the annular plate 123 extends along the outer wall around the through hole 111. And fixed via an adhesive. Thereby, the discharge port 12 is provided at the lower end of the pipe main body 11.
1 is provided so that its tip protrudes outward, and a receiving port 122 for connecting an end of the outflow pipe 2 connecting the discharge port 121 to the sewer main pipe protrudes outward around the discharge port 121. A vertical tube 1 is provided so as to be connected to the tube.

【0015】以下、図1に示す縦管1の施工工程を図2
(a)〜(f)を参照して説明する。まず、最初の施工
工程において、図2(a)に示すように、マンホールM
を掘削する。
The construction process of the vertical pipe 1 shown in FIG.
This will be described with reference to (a) to (f). First, in the first construction process, as shown in FIG.
Drilling.

【0016】第2の施工工程において、図2(b)に示
すように、マンホールMから下水道本管Gまでを掘削
し、両者間を鞘管Sにて連結する。第3の施工工程にお
いて、図2(c)に示すように、鞘管S内に流出管R
を、その先端部を下水道本管G内に連通させ基端部をマ
ンホールM内にやや突出するように配管する。
In the second construction step, as shown in FIG. 2 (b), excavation is performed from the manhole M to the sewer main pipe G, and both are connected by a sheath pipe S. In the third construction step, as shown in FIG.
Is piped such that its distal end communicates with the sewer main pipe G and its proximal end projects slightly into the manhole M.

【0017】第4の施工工程において、図2(d)に示
すように、マンホールM内に縦管1を設置する。第5の
施工工程において、図2(e)に示すように、管本体部
11の下端部に設けられた受口122に流出管Rの基端
部を挿入し、パッキングを介して接続する。この際、管
本体部11の下端部の受口122に流出管Rの基端部を
挿入するだけで両者間を接続することができるので、吐
出口121と流出管Rの基端部との間を複雑な位置調整
を行う必要がない。
In the fourth construction step, the vertical pipe 1 is installed in the manhole M as shown in FIG. In the fifth construction step, as shown in FIG. 2 (e), the base end of the outflow pipe R is inserted into a receiving port 122 provided at the lower end of the pipe main body 11, and connected via packing. At this time, the connection can be established only by inserting the base end of the outflow pipe R into the receptacle 122 at the lower end of the pipe main body 11. There is no need to perform complicated position adjustments between them.

【0018】最後の施工工程において、図2(f)に示
すように、鞘管Sと流出管Rと間隙及びマンホールMの
壁体と管本体部11との間に、一度の工程にてモルタル
を充填して固定する。以上の施工工程を経て、縦管1を
下水道本管Gに連結するようにマンホールM内に配置す
る一連の施工作業を終了する。
In the final construction step, as shown in FIG. 2 (f), the mortar is formed in one step between the sheath pipe S, the outflow pipe R, the gap, the wall of the manhole M, and the pipe main body 11. Fill and fix. Through the above-described construction steps, a series of construction work in which the vertical pipe 1 is arranged in the manhole M so as to be connected to the sewer main pipe G is completed.

【0019】[0019]

【発明の効果】本発明の縦管は、上記のとおりとされて
いるので、吐出口と下水道本管とを連結するようにマン
ホール内に設置する施工作業を容易に行うことができ
る。
As described above, the vertical pipe of the present invention can be easily installed in a manhole so as to connect the discharge port and the sewer main pipe.

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

【図1】本発明の縦管の一例の要部を示す断面図であ
る。
FIG. 1 is a sectional view showing a main part of an example of a vertical pipe of the present invention.

【図2】図1に示す縦管の施工工程を説明する説明図で
あり、(a)〜(f)はその最初の施工工程から最後の
施工工程までを順次説明する断面図である。
FIGS. 2A to 2F are explanatory views for explaining a vertical pipe construction process shown in FIG. 1, and FIGS. 2A to 2F are cross-sectional views sequentially explaining a first construction process to a last construction process;

【図3】従来の下水用縦管の一例を示す断面図である。FIG. 3 is a sectional view showing an example of a conventional vertical pipe for sewage.

【図4】従来の下水用縦管の施工工程を説明する説明図
であり、(a)〜(f)は、その施工順序を順次説明す
る断面図である。
FIG. 4 is an explanatory view for explaining a construction process of a conventional vertical pipe for sewage, and (a) to (f) are cross-sectional views for sequentially explaining the construction order.

【図5】図4(e)の要部拡大断面図である。FIG. 5 is an enlarged sectional view of a main part of FIG. 4 (e).

【符号の説明】[Explanation of symbols]

M マンホール G 下水道本管 S 鞘管 R 流出管 1 縦管 11 縦管本体 12 吐出口サドル 111 貫通孔 121 吐出口 122 受口 M Manhole G Sewer main pipe S Sheath pipe R Outflow pipe 1 Vertical pipe 11 Vertical pipe main body 12 Discharge port saddle 111 Through hole 121 Discharge port 122 Reception port

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 管本体部内に、下水を屈曲して流下させ
るための螺旋案内路が設けられた縦管であって、上記管
本体部の下端部に、吐出口が外側方に突出するように設
けられるとともに、該吐出口を下水道本管に連結する流
出管の端部接続用の受口もしくは挿口が、前記吐出口の
周囲の外側方に突出するように設けられていることを特
徴とする縦管。
1. A vertical pipe provided with a spiral guide path for bending and flowing down sewage in a pipe main body, wherein a discharge port projects outward at a lower end of the pipe main body. And an outlet or insertion port for connecting an end of an outflow pipe connecting the discharge port to a sewer main pipe is provided so as to protrude outward around the discharge port. And vertical pipe.
JP11162534A 1999-06-09 1999-06-09 Vertical pipe Pending JP2000352103A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11162534A JP2000352103A (en) 1999-06-09 1999-06-09 Vertical pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11162534A JP2000352103A (en) 1999-06-09 1999-06-09 Vertical pipe

Publications (1)

Publication Number Publication Date
JP2000352103A true JP2000352103A (en) 2000-12-19

Family

ID=15756451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11162534A Pending JP2000352103A (en) 1999-06-09 1999-06-09 Vertical pipe

Country Status (1)

Country Link
JP (1) JP2000352103A (en)

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