JPH05272166A - Sewage by-pass device for hume pipe works - Google Patents

Sewage by-pass device for hume pipe works

Info

Publication number
JPH05272166A
JPH05272166A JP4117897A JP11789792A JPH05272166A JP H05272166 A JPH05272166 A JP H05272166A JP 4117897 A JP4117897 A JP 4117897A JP 11789792 A JP11789792 A JP 11789792A JP H05272166 A JPH05272166 A JP H05272166A
Authority
JP
Japan
Prior art keywords
tube
circular
vinyl chloride
pipe
chloride 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.)
Pending
Application number
JP4117897A
Other languages
Japanese (ja)
Inventor
Hiroaki Taniguchi
広昭 谷口
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 JP4117897A priority Critical patent/JPH05272166A/en
Publication of JPH05272166A publication Critical patent/JPH05272166A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/18Appliances for use in repairing pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Sewage (AREA)
  • Pipe Accessories (AREA)

Abstract

PURPOSE:To economically avoid noise by completely preventing inflow of sewage so as to conduct works regardless of the flowing water quantity and finishing the work without any sucking up pump in the case of executing a replacement work or newly construction work for a hume pipe, or executing a repair work of any manhole being used and at the time of executing river conservation work. CONSTITUTION:The valve 8 of a circular tube 7 made of rubber such as a tire tube is passed through a hole provided in a suitable position of a circular plate 4, with the polyvinyl chloride tube side thereof first, and the circular plate 4 is clamped from this side and fixed by a nut 9. The vinyl-chloride tube 2 is passed through the circular tube 7 in such a manner as to clamp the circular tube 7 between the circular plates 1, 4. The tube is inserted to a screw head, and the screw head and the thread groove are engaged with each other and turned to a suitable position. The device is installed in a hume tube, and air is fed in the circular tube 7 from the valve 8 of the circular tube 7 until the hume tube and the circular tube 7 or the circular tube 7 and two circular plates 1, 4 completely closely adhere to each other by an air supplier or air compressing cylinder.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、生活排水や排泄物,排
尿等を流すための、地下に埋められたヒューム管の破損
による取替工事や新設工事,使用中の人孔の補修工事を
する際に、汚水が流れていては、人孔やヒューム管の接
続部をコンクリートやモルタル,合成樹脂等で強力に固
めることができない。
[Field of Industrial Application] The present invention is intended for replacement work due to breakage of a fume pipe buried underground for discharging domestic waste water, excrement, urine, etc., new construction work, and repair work for human hole in use. When sewage is flowing, the connection between the human hole and the fume pipe cannot be strongly solidified with concrete, mortar, synthetic resin or the like.

【0002】また、河川工事をする際、河川にヒューム
管を伝って注ぎ込んでいる汚水を河川工事の区域内に流
れ込まないようにしなければならない。そこで、この弊
害を回避するために、応急的に設置するヒューム管工事
用汚水バイパス装置である。
Further, when carrying out river construction, it is necessary to prevent the sewage poured into the river along the Hume pipe from flowing into the river construction area. Therefore, in order to avoid this adverse effect, a fume pipe construction wastewater bypass device is installed temporarily.

【0003】[0003]

【従来の技術】従来は、ヒューム管の取替工事や新設工
事,使用中の人孔の補修工事をする際に、工事区域内へ
の汚水の流入を防止する方法として、汚水が流れ込んで
くる、工事区域に係らない直前の人孔に汲上ポンプを沈
め、そして、ポンプの汲出ホースを路上にあげ、工事区
域を通過した次の人孔まで汲出ホースを延ばし、汲上げ
た汚水をそこからまた流す方法であった。
2. Description of the Related Art Conventionally, when replacing fume pipes, performing new construction, or repairing existing human holes, sewage flows in as a method for preventing it from flowing into the construction area. , Submerge the pumping pump in a human hole just before the construction area, raise the pumping hose to the road, extend the pumping hose to the next human hole that passed the construction area, and collect the pumped wastewater from there. It was a flushing method.

【0004】[0004]

【発明が解決しようとする課題】従来の方法では、汚水
の流水量の減少した時間帯、特に夜間,深夜に工事を行
っていた。その結果、労働者の安全や衛生上好ましくな
い。また、人孔に沈めた汲上ポンプの吸入口を、木の葉
やビニール袋等が塞いだりした場合は、汲上ポンプの持
つ機能を全く果たさないといった結果を招来する。そし
て、コンクリートやモルタル,合成樹脂等が固まるま
で、昼夜を問わず発電機を起動させ、汲上ポンプのモー
ターを回転させておかなければならず、資源の点からも
騒音の点からも好ましくない。
According to the conventional method, the construction work is carried out at a time when the amount of sewage flowing is reduced, particularly at night and at midnight. As a result, it is not preferable in terms of worker safety and hygiene. Further, if the suction port of the pumping pump submerged in the human hole is blocked by a tree leaf or a plastic bag, the function of the pumping pump will not be fulfilled at all. Then, until the concrete, mortar, synthetic resin, etc. solidify, the generator must be started and the motor of the pumping pump must be rotated day and night, which is not preferable from the viewpoint of resources and noise.

【0005】以上のような問題点を踏まえた結果、本装
置を設置することによって、汚水が多量に増加しても工
事区域内への流入を完全に防止でき、汲上ポンプを使用
しなくても、汚水バイパス用の塩化ビニール管2を通じ
て工事区域内を通過させて流すことができる。したがっ
て、夜間,深夜に労働しなくても、流水量の増減に関係
なく昼間の労働が可能になる。また、本装置は度重なる
使用にも耐えうるもので、汲上ポンプ使用時に比べ、経
済的で騒音もなく、かつ、簡易に組立てられ設置するこ
とができる。
As a result of the above-mentioned problems, by installing this device, even if a large amount of dirty water increases, it is possible to completely prevent the inflow into the construction area and to use a pump for pumping. It can be made to flow through the construction area through the vinyl chloride pipe 2 for bypassing sewage. Therefore, it is possible to work in the daytime regardless of changes in the amount of running water, without having to work at night or at midnight. In addition, this device can withstand repeated use, is economical, does not generate noise, and can be easily assembled and installed as compared with the case of using the pumping pump.

【0006】[0006]

【課題を解決するための手段】上記事項の課題を解決す
るための本発明の構成であるが、タイヤのチューブのよ
うなゴム製の円チューブ7のバルブ8を、請求項2の円
形の板4の適当な位置に設けた穴6に、塩化ビニール管
5のある方から通して、手前の方から円形の板4を挟ん
でナット9で固定する。
According to the constitution of the present invention for solving the above-mentioned problems, a valve 8 of a rubber circular tube 7 such as a tire tube is provided with a circular plate according to claim 2. 4 is passed through the hole 6 provided at an appropriate position from the side having the vinyl chloride pipe 5, and the circular plate 4 is sandwiched from the front side and fixed by the nut 9.

【0007】そして、請求項1と請求項2の円形の板
1,4で円チューブ7を挟むように、請求項1の塩化ビ
ニール管2に、請求項2の塩化ビニール管5を通す。そ
して、請求項1のねじ山3があるところまで入れたら、
請求項1のねじ山3と請求項2のねじ溝11を噛み合わ
せて適当な位置までまわす。これをヒューム管に設置す
る。
Then, the vinyl chloride pipe 5 of claim 2 is passed through the vinyl chloride pipe 2 of claim 1 so that the circular tube 7 is sandwiched between the circular plates 1 and 4 of claims 1 and 2. Then, when it is inserted up to where the screw thread 3 of claim 1 is,
The thread 3 of claim 1 and the thread groove 11 of claim 2 are engaged with each other and rotated to an appropriate position. This is installed in the fume tube.

【0008】この状態で、円チューブ7のバルブ8から
空気入れまたは空気圧縮ボンベで空気を入れる。円チュ
ーブ内の空気圧が少ないと、流れてくる汚水の水圧に耐
えられなかったり、また、本装置からの漏水の原因にも
なりかねないため、円チューブ7とヒューム管,円チュ
ーブ7と二つの円形の板1,4が完全に密着するまで円
チューブ7に空気を入れる。
[0008] In this state, air is introduced from the valve 8 of the circular tube 7 by an air inlet or an air compression cylinder. If the air pressure in the circular tube is low, it may not be able to withstand the water pressure of the sewage flowing in, or it may cause water leakage from this device. Air is introduced into the circular tube 7 until the circular plates 1 and 4 are completely in close contact with each other.

【0009】固定できたら塩化ビニール管等をソケット
で接続して、工事に係らない位置まで延ばす。
After fixing, connect a vinyl chloride pipe or the like with a socket and extend it to a position not involved in construction.

【0010】[0010]

【作用】上記のように構成した本装置を、工事区域内に
汚水が流れ込まないようにしたい位置のヒューム管に設
置する。その状態で、本装置の中心の塩化ビニール管2
の位置まで汚水の水位が漸次増加することによって、本
装置の塩化ビニール管2に自然に流れ込み、この塩化ビ
ニール管2を伝って工事区域を通過させるという作用が
本装置にある。
The device constructed as described above is installed in the fume pipe at a position where it is desired to prevent sewage from flowing into the construction area. In that state, the vinyl chloride tube 2 at the center of the device
This device has an effect that the level of the sewage gradually increases to the position of, so that the sewage naturally flows into the vinyl chloride pipe 2 of the device and passes through the vinyl chloride pipe 2 to pass through the construction area.

【0011】[0011]

【実施例】請求項1と請求項2の塩化ビニール管2,5
にはねじ山3とねじ溝11を切らない。そして図11の
ように二枚の円形の板1、4にアンカーボルト14が通
る位のいの穴を複数箇所設ける。アンカーボルト14の
軸には汚水が円形の板1、4に設けた穴から漏れないよ
うにパッキン15を入れる。
EXAMPLES Vinyl chloride pipes 2, 5 according to claim 1 and claim 2
Does not cut the thread 3 and the thread groove 11. Then, as shown in FIG. 11, two circular plates 1 and 4 are provided with a plurality of holes through which the anchor bolts 14 pass. A packing 15 is inserted into the shaft of the anchor bolt 14 so that dirty water does not leak from the holes provided in the circular plates 1 and 4.

【0012】図12のように円形の板4の適当な位置に
設けた穴6に塩化ビニール管5のある方から円チューブ
7のバルブ8を通しナット9で固定する。そして、円形
の板1、4で円チューブ7を挟むように、塩化ビニール
管2に塩化ビニール管5を通す。それから、円形の板1
の塩化ビニール管2の無い方からゴムのパッキン15を
入れたアンカーボルト14を通し、円形の板4まで通し
たら手前の方からナット13で軽く仮止めしておく。こ
れを複数箇所ともする。アンカーボルト14に対応する
ナット13は作業員が簡単に締められる蝶ナットのよう
なものがよい。そして円チューブ7にはある程度空気を
入れておく。この状態で、汚水を入れたくないヒューム
管に設置し、仮止めしておいたナット13を、円チュー
ブ7とヒューム管、円チューブ7と円形の板1、4が完
全に密着するまで締めていく。
As shown in FIG. 12, the valve 8 of the circular tube 7 is passed through the hole 6 provided in the circular plate 4 at an appropriate position from the side having the vinyl chloride pipe 5 and fixed by the nut 9. Then, the vinyl chloride pipe 5 is passed through the vinyl chloride pipe 2 so that the circular tube 7 is sandwiched between the circular plates 1 and 4. Then the circular plate 1
The anchor bolt 14 containing the rubber packing 15 is passed from the side without the vinyl chloride pipe 2, and after passing through the circular plate 4, lightly temporarily fix it with the nut 13 from the front side. This is also referred to as multiple locations. The nut 13 corresponding to the anchor bolt 14 is preferably a wing nut that can be easily tightened by a worker. Then, the circular tube 7 is filled with air to some extent. In this state, install the nut 13 that was installed in the fume tube where you do not want to put dirty water and temporarily fix it until the circular tube 7 and the fume tube, and the circular tube 7 and the circular plates 1 and 4 come into close contact with each other. Go

【0013】請求項3のように二枚の板1,4でゴム製
の円チューブ7を挟まずに、ただゴム製の円チューブ7
だけを用いて、これに塩化ビニール管10を挿し込んで
円チューブ7とヒューム管、円チューブ7と塩化ビニー
ル管10が完全に密着するまで、円チューブ7のバルブ
8から空気を入れる。しかしこの場合、ゴム製の円チュ
ーブ7の両側面はゴムに少し厚みがあった方がよい。以
上のように構成しても同様な効果が得られるが、この場
合は、汚水の流水量の少ないヒューム管にしか期待はも
てない。
As described in claim 3, the rubber circular tube 7 is not sandwiched between the two plates 1 and 4, but the rubber circular tube 7 is used.
A vinyl chloride tube 10 is inserted into this, and air is introduced from the valve 8 of the circular tube 7 until the circular tube 7 and the fume tube and the circular tube 7 and the vinyl chloride tube 10 are completely adhered. However, in this case, it is preferable that the rubber has a little thickness on both side surfaces of the circular tube 7 made of rubber. Although the same effect can be obtained with the above-mentioned configuration, in this case, the expectation is limited only to the fume pipe with a small amount of sewage flowing.

【0014】[0014]

【発明の効果】本発明は、ヒューム管の取替工事や新設
工事,使用中の人孔の補修工事をする場合、また、河川
工事をする際、本装置を使用することによって次のよう
な効果がある。
EFFECTS OF THE INVENTION The present invention provides the following by using this device when replacing fume pipes, newly constructing, repairing human holes that are in use, or when performing river construction. effective.

【0015】従来は、汚水量の減少した時間帯、特に夜
間,深夜に工事をしていたが、本装置を設置することに
よって、汚水の流入が完全に防止できる他、汚水の流水
量に関係なく工事をすることができる。したがって、昼
間の労働が可能となる。
Conventionally, the construction was carried out at a time when the amount of sewage was reduced, especially at night and at midnight. However, by installing this device, the inflow of sewage can be completely prevented and the amount of sewage flowing can be related. You can work without it. Therefore, daytime labor is possible.

【0016】従来は、コンクリートやモルタル、合成樹
脂等が固まるまでは汲上ポンプを使用していた。しか
し、本装置を設置することによって汲上ポンプを使用し
なくてもよいことになる。したがって、汲上ポンプ使用
時に比べ、騒音も無く、また、資源の点からも経済的で
ある。
Conventionally, a pumping pump has been used until concrete, mortar, synthetic resin, etc. have solidified. However, by installing this device, it is not necessary to use the pumping pump. Therefore, there is less noise than when using the pumping pump, and it is economical in terms of resources.

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

【図1】正面図1] Front view

【図2】図1の平面図FIG. 2 is a plan view of FIG.

【図3】図2の断面図FIG. 3 is a sectional view of FIG.

【図4】正面図[Figure 4] Front view

【図5】図4の平面図5 is a plan view of FIG.

【図6】図5の断面図6 is a sectional view of FIG.

【図7】正面図[Figure 7] Front view

【図8】図7の平面図FIG. 8 is a plan view of FIG.

【図9】図8の断面図9 is a sectional view of FIG.

【図10】本発明の装置をヒューム管に設置した図FIG. 10 is a view showing the device of the present invention installed in a fume tube.

【図11】本発明の他の実施例の正面図FIG. 11 is a front view of another embodiment of the present invention.

【図12】図11の平面図FIG. 12 is a plan view of FIG.

【図13】図12の断面図13 is a sectional view of FIG.

【図14】本発明の他の実施例の平面図FIG. 14 is a plan view of another embodiment of the present invention.

【図15】図14の断面図FIG. 15 is a sectional view of FIG.

【符号の説明】[Explanation of symbols]

1 円形の板 2 外周にねじ山を切った塩化ビニール管 3 ねじ山 4 バルブを通す穴を設けた円形の板 5 内径にねじ溝を切った塩化ビニール管 6 チューブのバルブを通す穴 7 円チューブ 8 バルブ 9 バルブを止めるナット 10 塩化ビニール管 11 ねじ溝 12 ヒューム管 13 アンカーボルトに対応するナット 14 アンカーボルト 15 パッキン 図10の矢印は汚水の流れる方向を示す 1 circular plate 2 vinyl chloride pipe with thread cut on the outer circumference 3 screw thread 4 circular plate with holes for passing valves 5 vinyl chloride pipe with thread groove on the inner diameter 6 tube hole for valve 7 circular tube 8 Valve 9 Nut for stopping valve 10 Vinyl chloride pipe 11 Thread groove 12 Fume pipe 13 Nut corresponding to anchor bolt 14 Anchor bolt 15 Packing The arrow in Fig. 10 shows the direction of sewage flow.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 図2のように、塩化ビニール管2の端
に、この管と同じ材質の塩化ビニールで、中心を丸くく
りぬいた円形の板1をつける。塩化ビニール管2の長さ
は、50cm位にする。そして、塩化ビニール管2の端
につけた円形の板1の付けねから20cm位、塩化ビニ
ール管2の外周にねじ山3を切る。
1. As shown in FIG. 2, a vinyl chloride pipe 2 is attached to the end thereof with a circular plate 1 made of vinyl chloride of the same material as the pipe and having a rounded center. The length of the vinyl chloride tube 2 should be about 50 cm. Then, a screw thread 3 is cut on the outer circumference of the vinyl chloride pipe 2 about 20 cm from the base of the circular plate 1 attached to the end of the vinyl chloride pipe 2.
【請求項2】 請求項1のように構成するが、図5の塩
化ビニール管5は請求項1の図2の塩化ビニール管2の
径よりも少し大きい径にし、図2のねじ山3に対応する
よう、図6のように塩化ビニール管5の内側にねじ溝1
1を切る。図5の塩化ビニール管5の長さは10cm〜
20cm位あればよく、塩化ビニール管5の長さだけ内
側にねじ溝11を切る。そして、図5の塩化ビニール管
5の端にある円形の板4の適当な位置に、チューブ7の
バルブ8が通る位の穴6を設ける。
2. The structure of claim 1, wherein the vinyl chloride pipe 5 of FIG. 5 has a diameter slightly larger than the diameter of the vinyl chloride pipe 2 of FIG. 2 of claim 1, and the thread 3 of FIG. Correspondingly, as shown in FIG. 6, screw groove 1 is provided inside the vinyl chloride pipe 5.
Cut 1 The length of the vinyl chloride pipe 5 in FIG.
It suffices if it is about 20 cm, and the thread groove 11 is cut inward by the length of the vinyl chloride pipe 5. Then, a hole 6 through which the valve 8 of the tube 7 passes is provided at an appropriate position on the circular plate 4 at the end of the vinyl chloride pipe 5 in FIG.
【請求項3】 タイヤのチューブのようなゴム製の円チ
ューブ7のバルブ8を、請求項2の円形の板4の適当な
位置に設けた穴6に、塩化ビニール管5のある方から通
し、手前の方から円形の板4を挟んでナット9で固定す
る。そして、請求項1と請求項2の円形の板1,4で円
チューブ7を挟むように、請求項1の塩化ビニール管2
に、請求項2の塩化ビニール管5を通す。そして、請求
項1のねじ山3があるところまで入れたら請求項1の塩
化ビニール管2のねじ山3と請求項2の塩化ビニール管
5のねじ溝11を噛み合わせて適当な位置までまわす。
これをヒューム管に設置して、円チューブ7のバルブ8
から空気入れまたは空気圧縮ボンベで、ヒューム管に円
チューブ7が、また、円チューブ7と二枚の円形の板
1、4が完全に密着するまで円チューブ7に空気を入れ
る。以上のように構成された、ヒューム管工事用汚水バ
イパス装置。
3. A valve 8 of a circular rubber tube 7 such as a tire tube is passed through a hole 6 provided at an appropriate position of a circular plate 4 of claim 2 from the side having a vinyl chloride pipe 5. Then, the circular plate 4 is sandwiched from the front side and fixed with the nut 9. Then, the vinyl chloride pipe 2 according to claim 1 is arranged such that the circular tube 7 is sandwiched between the circular plates 1 and 4 according to claims 1 and 2.
Then, pass the vinyl chloride pipe 5 of claim 2. Then, when the thread 3 of claim 1 is inserted up to the position where the thread 3 exists, the thread 3 of the vinyl chloride pipe 2 of claim 1 and the thread groove 11 of the vinyl chloride pipe 5 of claim 2 are meshed and turned to an appropriate position.
This is installed in the fume tube, the valve 8 of the circular tube 7
Then, air is introduced into the fume tube with an inflator or an air compression cylinder until the circular tube 7 and the circular tubes 7 and the two circular plates 1 and 4 are completely adhered to each other. The sewage bypass device for fume pipe construction configured as described above.
【請求項4】 請求項1と請求項2の塩化ビニール管
2,5のようにねじ山3とねじ溝11を切らずに、円形
の板1,4の塩化ビニール管2,5の付近の同じ位置に
アンカーボルト14が通る位の穴を複数箇所設ける。そ
して、アンカーボルト14の軸に図12の15のように
パッキンになるようなゴムを入れる。それから、円形の
板4の適当な位置に設けた穴6に塩化ビニール管5のあ
る方から円チューブ7のバルブ8を通しナット9で固定
する。円形の板1と円形の板4でこの円チューブ7を挟
むように塩化ビニール管2に塩化ビニール管5を通して
アンカーボルト14で複数箇所を仮止めする。この状態
の時には、円チューブ7にある程度空気を入れておく。
そしてこれをヒューム管に設置して円チューブ7とヒュ
ーム管、円チューブ7と二枚の円形の板1、4が完全に
密着するまでアンカーボルト14に対応するナット13
を締める。以上のように構成したヒューム管工事用汚水
バイパス装置。
4. In the vicinity of the vinyl chloride pipes 2, 5 of the circular plates 1, 4 without cutting the screw thread 3 and the thread groove 11 unlike the vinyl chloride pipes 2, 5 of claim 1 and claim 2. A plurality of holes are provided at the same position so that the anchor bolts 14 can pass therethrough. Then, put rubber on the shaft of the anchor bolt 14 so as to form a packing as indicated by 15 in FIG. Then, the valve 8 of the circular tube 7 is passed through the hole 6 provided in the circular plate 4 at an appropriate position from the side having the vinyl chloride pipe 5 and fixed by the nut 9. The vinyl chloride pipe 2 is passed through the vinyl chloride pipe 2 so that the circular tube 7 is sandwiched between the circular plate 1 and the circular plate 4, and the anchor bolts 14 temporarily fix the plural places. In this state, the circular tube 7 is filled with air to some extent.
Then, this is installed in the Hume pipe, and the nut 13 corresponding to the anchor bolt 14 is formed until the circular tube 7 and the Hume pipe and the circular tube 7 and the two circular plates 1 and 4 are completely adhered.
Tighten. The sewage bypass device for fume pipe construction configured as described above.
【請求項5】 ゴム製の円チューブ7だけを用いて、中
心に塩化ビニール管10を挿し込んで、円チューブ7の
バルブ8から、円チューブ7とヒューム管、円チューブ
7と塩化ビニール管10が完全に密着するまで空気を入
れる。以上のように構成したヒューム管工事用汚水バイ
パス装置。
5. A rubber-made circular tube 7 is used, and a vinyl chloride tube 10 is inserted in the center of the circular tube 7. From a valve 8 of the circular tube 7, a circular tube 7 and a fume tube, and a circular tube 7 and a vinyl chloride tube 10 are inserted. Add air until is completely attached. The sewage bypass device for fume pipe construction configured as described above.
JP4117897A 1992-03-25 1992-03-25 Sewage by-pass device for hume pipe works Pending JPH05272166A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4117897A JPH05272166A (en) 1992-03-25 1992-03-25 Sewage by-pass device for hume pipe works

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4117897A JPH05272166A (en) 1992-03-25 1992-03-25 Sewage by-pass device for hume pipe works

Publications (1)

Publication Number Publication Date
JPH05272166A true JPH05272166A (en) 1993-10-19

Family

ID=14722919

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4117897A Pending JPH05272166A (en) 1992-03-25 1992-03-25 Sewage by-pass device for hume pipe works

Country Status (1)

Country Link
JP (1) JPH05272166A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100494356B1 (en) * 2002-01-14 2005-06-13 배석동 Water Veer Engineering Method of Tubing Using Prefabricated Temporary Dam Watertight Material
JP2019148067A (en) * 2018-02-26 2019-09-05 クロダイト工業株式会社 Blocking plug with draining channel and branch pipe draining method using therewith in sewer pipe washing

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100494356B1 (en) * 2002-01-14 2005-06-13 배석동 Water Veer Engineering Method of Tubing Using Prefabricated Temporary Dam Watertight Material
JP2019148067A (en) * 2018-02-26 2019-09-05 クロダイト工業株式会社 Blocking plug with draining channel and branch pipe draining method using therewith in sewer pipe washing

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