JPH10131278A - Washing method for sewage pipe - Google Patents
Washing method for sewage pipeInfo
- Publication number
- JPH10131278A JPH10131278A JP8299805A JP29980596A JPH10131278A JP H10131278 A JPH10131278 A JP H10131278A JP 8299805 A JP8299805 A JP 8299805A JP 29980596 A JP29980596 A JP 29980596A JP H10131278 A JPH10131278 A JP H10131278A
- Authority
- JP
- Japan
- Prior art keywords
- spherical body
- pipe
- cleaning
- sewer
- sewer pipe
- 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.)
- Granted
Links
Landscapes
- Sewage (AREA)
- Cleaning In General (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本願発明は、下水管の洗浄方
法に関し、とくに下水管内に残溜又は付着する汚物を排
出除去する方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for cleaning a sewer pipe, and more particularly to a method for discharging and removing dirt remaining or adhering to a sewer pipe.
【0002】[0002]
【従来の技術】従来、下水管、とくに下水管と下水管と
を連結・横断する横断管たる下水管内の沈砂と呼ばれる
固形汚物を排出除去するには、作業員がマンホールから
下水管内に入りスコップにより固形汚物を掘出したり掻
出したりしていた。また下水管内の上壁に付着するスカ
ムと呼ばれる油状汚物の排出除去も同様に人力によりな
されていた。2. Description of the Related Art Conventionally, in order to discharge and remove solid waste called sediment called sediment in a sewer pipe, in particular, a transverse pipe that connects and crosses a sewer pipe and a sewer pipe, an operator enters the sewer pipe through a manhole and a scoop. Excavated and scraped solid waste. In addition, the removal and removal of oily dirt called scum attached to the upper wall of the sewer pipe was also performed manually.
【0003】[0003]
【発明が解決しようとする課題】しかし、この作業は有
害ガス等が発生するおそれがあり、また管内作業となる
ため、安全上問題があるだけでなく、効率が上がらない
という欠点があった。However, this operation has a risk that harmful gas or the like may be generated, and since the operation is performed in a pipe, there is a problem that not only is there a safety problem but also efficiency is not improved.
【0004】本願発明は上記背景に鑑み、作業安全上の
問題を回避し、かつ作業効率の向上を図る下水管の洗浄
方法を供することを目的とする。SUMMARY OF THE INVENTION [0004] In view of the above background, an object of the present invention is to provide a method for cleaning a sewer pipe which avoids problems in work safety and improves work efficiency.
【0005】[0005]
【課題を解決するための手段】上記目的達成のため、本
願発明による下水管の洗浄方法は、下水管内に球状体を
入れ、該球状体を下水の流出方向とは反対方向に強制移
動させることにより下水管内に残溜または付着する汚物
を排出除去することを特徴とする。その際、上記球状体
を下水管内の管底に配して複数回強制移動させる工程か
らなること、もしくは上記球状体を下水管内の上壁に配
して複数回強制移動させる工程からなること又は上記球
状体を下水管内の管底に配して複数回強制移動させる第
1工程と、該第1工程終了後上記球状体を下水管内の上
壁に配して複数回強制移動させる第2工程とからなるこ
とが考えられる。また、球状体が球、楕円体またはこれ
らの表面に突起を設けることが考えられる。また、上記
球状体が中空又は中実であることが考えられる。さら
に、上記球状体を直径の小のものから段々に大のものに
して作業することが考えられる。In order to achieve the above object, a method for cleaning a sewer pipe according to the present invention comprises placing a spherical body in a sewer pipe and forcibly moving the spherical body in a direction opposite to the direction of sewage discharge. And discharges and removes dirt remaining or attached to the sewer pipe. At that time, the step of arranging the spherical body at the bottom of the sewer pipe and forcibly moving it a plurality of times, or the step of arranging the spherical body on the upper wall of the sewer pipe and forcibly moving it a plurality of times or A first step of disposing the spherical body at the bottom of the sewer pipe and forcibly moving it a plurality of times, and a second step of disposing the spherical body on the upper wall of the sewer pipe and forcibly moving it a plurality of times after completion of the first step It can be considered that Further, it is conceivable that the spherical body has a sphere, an ellipsoid, or a projection provided on the surface thereof. It is also conceivable that the spherical body is hollow or solid. Further, it is conceivable to work by increasing the diameter of the spherical body from a small diameter to a larger one.
【0006】[0006]
【発明の実施の形態】次に、実施の形態を示す図面に基
づき本願発明による下水管の洗浄方法をさらに詳しく説
明する。図1は、下水管1と下水管3との間を連結・横
断する横断管5たる下水管の管底に残溜する沈砂と呼ば
れる固形汚物4を排出除去する場合を示す。固形汚物4
の滞積量は管径の10%位から数十%であることが多
い。このような横断管5の中に設置される球状体7は中
空の球に形成され、対向する周面上に通線ロッド9、9
を設ける。球状体7の直径は横断管5の直径の半分程度
(図示実施の形態では球状体7の直径700mm、横断
管5の直径1400mm)とされる。該通線ロッド9、
9を通線ワイヤ11に連結する。該通線ワイヤ11は上
流側のマンホール13と下流側のマンホール15との間
に掛け渡され、ウィンチ17、18により上流側のマン
ホール13の方に巻き上げられる。19は下流側のマン
ホール15に掻出された固形汚物4を地上に排出するク
ラムシェル、20、21は有害ガスの発生に備えて設け
られる送風機、23は地上に排出された固形汚物4を積
載するダンプトラック、25は下水、27は横断管5内
の上壁に付着するスカムと呼ばれる油状汚物である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a method for cleaning a drain according to the present invention will be described in more detail with reference to the drawings showing an embodiment. FIG. 1 shows a case of discharging and removing solid waste 4 called sediment deposited on the bottom of a sewer pipe as a transverse pipe 5 connecting and crossing between the sewer pipe 1 and the sewer pipe 3. Solid waste 4
Is often about 10% to several tens% of the tube diameter. The spherical body 7 installed in such a transverse tube 5 is formed into a hollow sphere, and the connecting rods 9, 9
Is provided. The diameter of the spherical body 7 is about half of the diameter of the transverse tube 5 (the diameter of the spherical body 7 is 700 mm and the diameter of the transverse tube 5 is 1400 mm in the illustrated embodiment). The wire rod 9,
9 is connected to the wire 11. The wire 11 is wound between the manhole 13 on the upstream side and the manhole 15 on the downstream side, and is wound up by the winches 17 and 18 toward the manhole 13 on the upstream side. Reference numeral 19 denotes a clamshell for discharging the solid waste 4 scraped into the manhole 15 on the downstream side to the ground, reference numerals 20 and 21 denote blowers provided for the generation of harmful gases, and reference numeral 23 a load of the solid waste 4 discharged to the ground. Dump truck, 25 is sewage, and 27 is oily dirt called scum attached to the upper wall in the transverse pipe 5.
【0007】次に作業手順及び作用・効果を説明する。
まず、汚物の排出側となる下流側のマンホール15の底
に溜まっている固形汚物4をクラムシェル19にて排出
除去する。次に、上流側のマンホール13から下流側の
マンホール15まで通線ワイヤ11を掛け渡す。この通
線ワイヤ11に球状体7を連結し、図1に示すように横
断管5内の管底5aに配する。球状体7は当初始点Aの
位置にあり、終点Bの位置までウィンチ17、18によ
り下水25の流出方向(矢印P方向)とは反対方向(矢
印Q方向)、即ち、下流から上流の方に球状体7を巻き
上げていく。すると横断管5の管内は球状体7が存在す
ることにより内径が小となる。他方、管内を流れる下水
25の量は変わらない。したがって、管内を流れる下水
25の水圧と流速が大となり、また球状体7付近の水流
に渦流を発生する。これにより、球状体7がある付近の
横断管5の管底に残溜する固形汚物4が掻出され、また
球状体7がある付近の横断管5内の管壁に付着したスカ
ムと呼ばれる油状汚物27が除去され、これらが下流側
のマンホール15に排出される。上記球状体7を強制移
動しながら、かかる作業を少しずつ始点Aより終点Bに
向けて行なっていく。これが第1工程である。上記第1
工程は通常2〜3回繰り返される。Next, the working procedure and the functions and effects will be described.
First, the solid waste 4 accumulated at the bottom of the manhole 15 on the downstream side, which is the waste discharge side, is discharged and removed by the clamshell 19. Next, the wire 11 is passed from the manhole 13 on the upstream side to the manhole 15 on the downstream side. The spherical body 7 is connected to the wire 11 and arranged on the bottom 5a of the cross tube 5 as shown in FIG. The spherical body 7 is initially at the position of the starting point A, and the direction opposite to the outflow direction (the direction of the arrow P) of the sewage 25 (the direction of the arrow P) by the winches 17 and 18 up to the position of the end point B, that is, from the downstream to the upstream. The spherical body 7 is wound up. Then, the inside diameter of the transverse tube 5 becomes small due to the presence of the spherical body 7. On the other hand, the amount of the sewage 25 flowing in the pipe does not change. Therefore, the water pressure and the flow velocity of the sewage 25 flowing in the pipe become large, and a vortex is generated in the water flow near the spherical body 7. As a result, solid contaminants 4 remaining at the bottom of the transverse pipe 5 near the spherical body 7 are scraped out, and oil called scum attached to the pipe wall in the transverse pipe 5 near the spherical body 7 The dirt 27 is removed and these are discharged to the manhole 15 on the downstream side. This operation is gradually performed from the starting point A to the ending point B while the spherical body 7 is forcibly moved. This is the first step. The first
The process is usually repeated two or three times.
【0008】横断管5内の管壁とくに上壁に付着した油
状汚物27が多く上記第1工程だけでは除去できないと
きは、上記第1工程に続け、次の上記第2工程に移行す
る。即ち、図2に示すように球状体7を横断管5内の上
壁5bに配し、始点Cの位置より終点Dの位置まで、ウ
ィンチ17、18により強制移動する。すると、水圧と
流速が大となる下水25の力と球状体7付近に発生する
渦流とがより上壁5bに近いところで作用するため、管
壁面に付着した油状汚物27を除去することができるの
である。上記第2工程は通常2〜3回繰り返される。If the amount of oily dirt 27 attached to the tube wall, particularly the upper wall, in the transverse tube 5 cannot be removed by the first step alone, the process proceeds to the first step and then to the second step. That is, as shown in FIG. 2, the spherical body 7 is arranged on the upper wall 5b in the transverse tube 5, and is forcibly moved from the position of the starting point C to the position of the ending point D by the winches 17, 18. Then, the force of the sewage 25 having a large water pressure and flow velocity and the vortex generated near the spherical body 7 act closer to the upper wall 5b, so that the oily dirt 27 attached to the pipe wall surface can be removed. is there. The second step is usually repeated two or three times.
【0009】こうして排出除去された固形汚物4及び油
状汚物27をクラムシェル19により地上に排出し、ダ
ンプトラック23に積載して運搬するのである。The solid waste 4 and the oily waste 27 discharged and removed in this way are discharged to the ground by the clamshell 19, loaded on the dump truck 23 and transported.
【0010】このように本実施の形態によれば、従来の
ように作業員を横断管5内に入れて作業させる必要がな
いから、作業安全上の問題を回避することができる。ま
た作業を機械により、即ち、球状体7を下水25の流出
方向とは反対方向に強制移動させ、下水管1に溜ってい
る下水25の力により固形汚物4及び油状汚物27を排
出除去するので、作業が効率的に行なわれる。As described above, according to the present embodiment, it is not necessary to put a worker in the transverse pipe 5 to work as in the related art, so that a problem in work safety can be avoided. Further, the work is performed by a machine, that is, the spherical body 7 is forcibly moved in a direction opposite to the outflow direction of the sewage 25, and the solid waste 4 and the oily waste 27 are discharged and removed by the force of the sewage 25 stored in the sewage pipe 1. The work is performed efficiently.
【0011】本願発明による下水管の洗浄方法は上記し
た実施の形態に限定されない。例えば、図示実施の形態
では上流側の下水管1及び下流側の下水管3と横断管5
との間に段差がある場合を例に説明したが、両者の間に
段差がない場合であってもよい。The method for cleaning a sewer pipe according to the present invention is not limited to the above embodiment. For example, in the illustrated embodiment, the drain pipe 1 on the upstream side, the drain pipe 3 on the downstream side, and the cross pipe 5
Although the case where there is a step between the two has been described as an example, the case where there is no step between the two may be used.
【0012】また、下水管の汚れがあまりひどくないと
きは第1工程のみで終了してもよい。あるいは、上記し
た第2工程のみを独立して施工する場合も考えられる。When the sewer pipe is not very dirty, the first step may be terminated. Alternatively, there may be a case where only the above-described second step is independently performed.
【0013】球状体7の形状は任意であり、例えば図4
に示すような楕円体のもの、あるいは図5に示すような
球状体7の表面に突起8を設けたものであってもよい。
なお、突起8は図4に示すような楕円体のものに付与す
ることもできる。これらの場合は、球状体7の楕円体あ
るいは突起8により渦流の発生が一層大となるので、汚
物の除去効果が一層向上する。The shape of the spherical body 7 is arbitrary.
The protrusion may be provided on the surface of a spherical body 7 as shown in FIG.
Note that the projection 8 can be provided on an elliptical body as shown in FIG. In these cases, the generation of the vortex is further increased by the ellipsoid or the projection 8 of the spherical body 7, so that the effect of removing dirt is further improved.
【0014】また管内には何があるか判らないので、球
状体7が図3のような球であれば、作業中管内につかえ
たとき引張り出すのが容易である。Further, since it is not known what is in the pipe, if the spherical body 7 is a sphere as shown in FIG. 3, it can be easily pulled out when it is held in the pipe during operation.
【0015】また、球状体は中空であっても中実であっ
てもよい。素材は任意である。上記した第1工程のよう
に下水管内の管底に配する場合は例えば鉄製のもが考え
られ、また上記した第2工程のように下水管内の上壁に
配する場合は例えばアルミニウム製、樹脂のもの等が考
えられる。The spherical body may be hollow or solid. The material is arbitrary. In the case of disposing at the bottom of the pipe in the sewer pipe as in the first step described above, for example, an iron-made pipe is conceivable. And so on.
【0016】さらに、上記球状体7は直径の小のものか
ら段々に大のものを使用して作業すると、管内に付着し
た汚物の除去に応じて大径の球状体7による作業が可能
となり効率が一層向上する。Further, when the above-mentioned spherical body 7 is used by working from a small one with a small diameter to a large one, the work with the large-sized spherical body 7 becomes possible in accordance with the removal of the dirt adhering to the inside of the pipe. Is further improved.
【0017】さらにまた、球状体7の移動媒体は任意で
あり、ワイヤのほかチェーン等が考えられる。Further, the moving medium of the spherical body 7 is arbitrary, and a chain or the like can be considered in addition to a wire.
【0018】さらにまた、洗浄の対象となる管は横断管
のみでなく、一般の下水管にも適用することができる。Further, the pipe to be cleaned can be applied not only to a transverse pipe but also to a general sewer pipe.
【0019】[0019]
【発明の効果】このように、本願発明にかかる下水管の
洗浄方法によれば、作業安全上の問題を回避し、かつ作
業効率の向上を図る効果がある。As described above, according to the method of cleaning a sewer pipe according to the present invention, there is an effect of avoiding problems in work safety and improving work efficiency.
【図1】本願発明による下水管の洗浄方法の実施の形態
を示した断面図である。FIG. 1 is a sectional view showing an embodiment of a method for cleaning a sewer pipe according to the present invention.
【図2】本願発明による下水管の洗浄方法の実施の形態
を示した断面図である。FIG. 2 is a sectional view showing an embodiment of a method for cleaning a sewer pipe according to the present invention.
【図3】本願発明方法に用いる球状体の一実施例を示す
正面図である。FIG. 3 is a front view showing an embodiment of a spherical body used in the method of the present invention.
【図4】本願発明方法に用いる球状体の他の実施例を示
す正面図である。FIG. 4 is a front view showing another embodiment of the spherical body used in the method of the present invention.
【図5】本願発明方法に用いる球状体のさらに他の実施
例を示す正面図である。FIG. 5 is a front view showing still another embodiment of a spherical body used in the method of the present invention.
1 下水管 3 下水管 4 固形汚物 5 下水管(横断管) 5a 管底 5b 上壁 7 球状体 8 突起 9 通線ロッド 11 通線ワイヤ 13 上流側のマンホール 15 下流側のマンホール 17 ウィンチ 18 ウィンチ 19 クラムシェル 20 送風機 21 送風機 23 ダンプトラック 25 下水 27 油状汚物 Reference Signs List 1 sewage pipe 3 sewage pipe 4 solid waste 5 sewage pipe (crossing pipe) 5a pipe bottom 5b upper wall 7 spherical body 8 protrusion 9 communication rod 11 communication wire 13 upstream manhole 15 downstream manhole 17 winch 18 winch 19 Clamshell 20 blower 21 blower 23 dump truck 25 sewage 27 oily dirt
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【手続補正書】[Procedure amendment]
【提出日】平成9年8月27日[Submission date] August 27, 1997
【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】0008[Correction target item name] 0008
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0008】横断管5内の管壁とくに上壁に付着した油
状汚物27が多く上記第1工程だけでは除去できないと
きは、上記第1工程に続け、次の第2工程に移行する。
即ち、図2に示すように球状体7を横断管5内の上壁5
bに配し、始点Cの位置より終点Dの位置まで、ウィン
チ17、18により強制移動する。すると、水圧と流速
が大となる下水25の力と球状体7付近に発生する渦流
とがより上壁5bに近いところで作用するため、管壁面
に付着した油状汚物27を除去することができるのであ
る。上記第2工程は通常2〜3回繰り返される。[0008] When the oily dirt 27 attached to the tube wall, particularly the upper wall, in the transverse tube 5 cannot be removed by the first step alone, the process proceeds to the first step and then to the next second step.
That is, as shown in FIG.
b, and is forcibly moved by the winches 17 and 18 from the position of the start point C to the position of the end point D. Then, the force of the sewage 25 having a large water pressure and flow velocity and the vortex generated near the spherical body 7 act closer to the upper wall 5b, so that the oily dirt 27 attached to the pipe wall surface can be removed. is there. The second step is usually repeated two or three times.
Claims (10)
水の流出方向とは反対方向に強制移動させることにより
下水管内に残溜または付着する汚物を排出除去すること
を特徴とする下水管の洗浄方法。A spheroid is inserted into a sewer pipe, and the spheroid is forcibly moved in a direction opposite to an outflow direction of sewage to discharge and remove dirt remaining or adhering to the sewage pipe. How to clean water tubes.
て、上記球状体を下水管内の管底に配して複数回強制移
動させる工程からなることを特徴とする下水管の洗浄方
法。2. A method for cleaning a sewer pipe according to claim 1, further comprising the step of arranging the spherical body at the bottom of the pipe in the sewer pipe and forcibly moving the spherical body a plurality of times.
て、上記球状体を下水管内の上壁に配して複数回強制移
動させる工程からなることを特徴とする下水管の洗浄方
法。3. The method for cleaning a sewer pipe according to claim 1, comprising a step of disposing the spherical body on an upper wall in the sewer pipe and forcibly moving the spherical body a plurality of times.
て、上記球状体を下水管内の管底に配して複数回強制移
動させる第1工程と、該第1工程終了後上記球状体を下
水管内の上壁に配して複数回強制移動させる第2工程と
からなることを特徴とする下水管の洗浄方法。4. A method for cleaning a sewer according to claim 1, wherein the first step comprises disposing the spherical body at a bottom of the sewer pipe and forcibly moving the spherical body a plurality of times; and after the first step, removing the spherical body. A second step of disposing the pipe on the upper wall inside the drain pipe and forcibly moving the pipe a plurality of times.
下水管の洗浄方法において、球状体が球であることを特
徴とする下水管の洗浄方法。5. The method for cleaning a sewer pipe according to claim 1, wherein the spherical body is a sphere.
下水管の洗浄方法において、球状体が楕円体であること
を特徴とする下水管の洗浄方法。6. The method for cleaning a sewer according to claim 1, wherein the spherical body is an ellipsoid.
浄方法において、球状体の表面に突起を設けたことを特
徴とする下水管の洗浄方法。7. A method for cleaning a sewer pipe according to claim 5, wherein a projection is provided on a surface of the spherical body.
下水管の洗浄方法において、上記球状体が中空であるこ
とを特徴とする下水管の洗浄方法。8. The method for cleaning a sewer according to claim 1, wherein the spherical body is hollow.
下水管の洗浄方法において、上記球状体が中実であるこ
とを特徴とする下水管の洗浄方法。9. The method for cleaning a sewer according to claim 1, wherein the spherical body is solid.
の下水管の洗浄方法において、上記球状体を直径の小の
ものから段々に大のものにして作業することを特徴とす
る下水管の洗浄方法。10. The method for cleaning a sewer pipe according to claim 2, wherein the spherical body is gradually increased in size from a small diameter to a large diameter. Cleaning method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP08299805A JP3079174B2 (en) | 1996-10-25 | 1996-10-25 | How to clean the drain |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP08299805A JP3079174B2 (en) | 1996-10-25 | 1996-10-25 | How to clean the drain |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10131278A true JPH10131278A (en) | 1998-05-19 |
JP3079174B2 JP3079174B2 (en) | 2000-08-21 |
Family
ID=17877152
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP08299805A Expired - Lifetime JP3079174B2 (en) | 1996-10-25 | 1996-10-25 | How to clean the drain |
Country Status (1)
Country | Link |
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JP (1) | JP3079174B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101189252B1 (en) * | 2009-06-03 | 2012-10-09 | 리다산업 주식회사 | Apparatus for purification nonpoint pollution source |
JP2014094333A (en) * | 2012-11-08 | 2014-05-22 | Hiroshi Suzuki | Cleaning method and cleaning system of siphon pipe conduit |
JP2016000959A (en) * | 2015-10-05 | 2016-01-07 | 東京都下水道サービス株式会社 | Traverse tube flow rate measurement device in bent tub and flow rate measurement method of traverse tube |
-
1996
- 1996-10-25 JP JP08299805A patent/JP3079174B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101189252B1 (en) * | 2009-06-03 | 2012-10-09 | 리다산업 주식회사 | Apparatus for purification nonpoint pollution source |
JP2014094333A (en) * | 2012-11-08 | 2014-05-22 | Hiroshi Suzuki | Cleaning method and cleaning system of siphon pipe conduit |
JP2016000959A (en) * | 2015-10-05 | 2016-01-07 | 東京都下水道サービス株式会社 | Traverse tube flow rate measurement device in bent tub and flow rate measurement method of traverse tube |
Also Published As
Publication number | Publication date |
---|---|
JP3079174B2 (en) | 2000-08-21 |
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