JPH0739684B2 - How to clean the inside of the vertical main pipe - Google Patents
How to clean the inside of the vertical main pipeInfo
- Publication number
- JPH0739684B2 JPH0739684B2 JP63004849A JP484988A JPH0739684B2 JP H0739684 B2 JPH0739684 B2 JP H0739684B2 JP 63004849 A JP63004849 A JP 63004849A JP 484988 A JP484988 A JP 484988A JP H0739684 B2 JPH0739684 B2 JP H0739684B2
- Authority
- JP
- Japan
- Prior art keywords
- main pipe
- pipe
- water
- stand
- flow
- 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.)
- Expired - Lifetime
Links
Landscapes
- Cleaning In General (AREA)
- Domestic Plumbing Installations (AREA)
- Sink And Installation For Waste Water (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建屋に備えられた立て主管の内部を洗浄する
立て主管内部洗浄方法に関する。Description: [Industrial field of use] The present invention relates to a method for cleaning the inside of a main stand pipe for cleaning the inside of the main stand pipe provided in a building.
一般に、複数の階床を備えたマンシヨンや事務所ビル等
の建築物においては、この建築物の上部に高置水槽が設
けられ、この高置水槽内に蓄えた飲料用などの水を立て
主管、この立て主管に接続する枝管などを介し各階床の
給水栓に導くようになつている。そして、これらの立て
主管や枝管などが鋼管の場合、長い年月の期間使用して
いると、立て主管や枝管の内面に錆が発生し、次第に浮
き錆を形成することが多い。このようにして生じる浮き
錆が立て主管や枝管内を流れる飲料水などに混入すると
水質汚染の原因となり、特に、浮き錆の混入量が多くな
ると水が赤くなるので、この状態の水を通常、赤水と呼
んでいる。また、立て主管や枝管の内面に塩化ビニール
樹脂等のライニングを施したものでも、高置水槽などか
ら水の流下と共に浮き錆が運ばれてきて、この浮き錆が
前記ライニングの内面に次第に付着し、この付着した浮
き錆により赤水を生じることもある。Generally, in a building such as a mansion or an office building having a plurality of floors, an elevated water tank is provided at the upper part of the building, and water for drinking or the like stored in the elevated water tank is used as a main pipe. , It is designed to lead to the water tap on each floor via a branch pipe connected to this stand main pipe. When the vertical main pipes and the branch pipes are steel pipes, if they are used for a long period of time, rust occurs on the inner surfaces of the vertical main pipes and the branch pipes, often forming floating rust. If floating rust thus generated mixes into drinking water that flows in the vertical main pipe or branch pipe, it causes water pollution.In particular, if the amount of floating rust increases, the water becomes red. I call it red water. In addition, even if the inner surface of the vertical main pipe or branch pipe is lined with vinyl chloride resin, floating rust is carried along with the flow of water from the high water tank, and this floating rust gradually adheres to the inner surface of the lining. However, this attached floating rust may produce red water.
そこで、上記のような立て主管や枝管などの浮き錆に伴
う水質汚染を防止するため、これらの立て主管や枝管な
どの内部を洗浄する必要があり、この洗浄方法の一例と
して、特開昭58-156386号公報に示すように、被洗浄管
内を水で満たして圧縮空気を断続的に送り込み、この被
洗浄管内で水と圧縮空気の交互流を生じさせて洗浄を行
なうものが提案されている。Therefore, in order to prevent water pollution due to floating rust such as the above-mentioned stand main pipe or branch pipe, it is necessary to clean the inside of these stand main pipes or branch pipes. As shown in Japanese Patent Laid-Open No. 58-156386, there has been proposed a method in which the inside of a pipe to be cleaned is filled with water and compressed air is intermittently fed, and an alternating flow of water and compressed air is generated in the pipe to be cleaned for cleaning. ing.
ところで、上述した従来の洗浄方法にあつては、本出願
人による実験の結果、管口径が20mm程度の細い枝管内で
は洗浄効果を伴う高速の交互流を得ることができるが、
この枝管より比較的大口径の立て主管内では、送り込ま
れた圧縮空気が水中で単なる空気の塊りとなり水を撹拌
することなく上昇してしまうので、高速の交互流が得ら
れず、この立て主管の内部を充分に洗浄できないという
問題があつた。By the way, in the above-mentioned conventional cleaning method, as a result of an experiment by the applicant, a high-speed alternating flow with a cleaning effect can be obtained in a narrow branch pipe having a pipe diameter of about 20 mm,
In the vertical main pipe with a relatively larger diameter than this branch pipe, the compressed air that has been sent becomes a mere mass of air in the water and rises without stirring the water, so a high-speed alternate flow cannot be obtained. There was a problem that the inside of the vertical main pipe could not be washed sufficiently.
本発明は、このような従来技術における実情に鑑みてな
されたもので、その目的は、立て主管内の洗浄液に管壁
膜流を生じさせ、この洗浄液の管壁膜流によつて立て主
管の内部を確実かつ効果的に洗浄することのできる立て
主管内部洗浄方法を提供することにある。The present invention has been made in view of the actual situation in the prior art as described above, and an object thereof is to generate a tube wall film flow in the cleaning liquid in the stand main pipe, and the tube wall film flow of the cleaning liquid causes the stand main pipe to flow. An object of the present invention is to provide a method of cleaning the inside of a vertical main pipe that can cleanly and effectively clean the inside.
この目的を達成するために、本発明は、建屋に立設され
た立て主管内を洗浄液で満たして、この洗浄液の満たさ
れた立て主管内に圧縮気体を送り込み、立て主管の内部
を洗浄する立て主管内部洗浄方法において、前記立て主
管の上部に、この立て主管内に洗浄液を供給する供給手
段と、該立て主管内の圧縮気体を外部に放出する放出手
段とを設置して、前記洗浄液で立て主管内を満たし、次
に、圧縮空気の量を立て主管内の全容積1に対する割り
合いで0.4〜0.7になるように、この立て主管の下部より
圧縮気体を連続的に送り込むことによって管壁膜流を生
じさせ、この管壁膜流により前記立て主管の内部を洗浄
するようにした構成にしてある。In order to achieve this object, the present invention is a stand for cleaning the inside of the stand main pipe by filling the inside of the stand main pipe standing in the building with a cleaning liquid and sending a compressed gas into the stand main pipe filled with the cleaning liquid. In the main pipe inside cleaning method, a supply means for supplying a cleaning liquid into the stand main pipe and a discharge means for discharging a compressed gas in the stand main pipe to the outside are installed on the upper part of the stand main pipe, and the standing main pipe is set up with the cleaning liquid. By filling the inside of the main pipe and then continuously feeding compressed gas from the lower part of the main pipe so that the amount of compressed air is 0.4 to 0.7 in proportion to the total volume 1 in the vertical main pipe, A flow is generated, and the inside of the stand main pipe is washed by the film flow on the pipe wall.
本発明は、上記のように構成したので、連続的に送り込
まれる圧縮空気に対して水塊が入り込むことにより空気
塊と水塊が交互に次々と形成され、これらの空気塊と水
塊が空気塊の上昇力により高速で立て主管内を上昇して
いき、立て主管内に満たされた水を高置水槽に押し戻す
流れを発生させる。空気塊が高置水槽のまで上昇して水
面より抜け、放出手段により大気中に放出される。Since the present invention is configured as described above, air masses and water masses are alternately formed by injecting water masses into the continuously fed compressed air, and these air masses and water masses are formed into air. The rising force of the lumps causes the water to fill the inside of the standing main pipe at high speed and generate a flow that pushes the water filled in the standing main pipe back to the elevated water tank. The air mass rises up to the elevated water tank, escapes from the water surface, and is discharged into the atmosphere by the discharging means.
また、前述した空気塊の上昇による前記流れが発生する
とともに、立て主管内ではその全域で微小区間毎に上下
動する水塊と、かつ、管壁面に沿って上下(例えば第2
図に示す矢印A方向の流れ)、回転流動する管壁膜流が
出現する。この管壁膜流は、第3図に示すように、微小
区間毎に水塊が上昇、下降するとともに時間経過に伴っ
てBからB′へと回転流動する。In addition, the above-mentioned flow due to the rise of the above-mentioned air mass is generated, and within the vertical main pipe, there is a water mass that moves up and down for every minute section, and up and down along the pipe wall surface (for example, the second
A flow in the direction of arrow A shown in the figure), and a tube wall film flow that rotates and appears. In this tube wall membrane flow, as shown in FIG. 3, the water mass rises and falls in every minute section, and the flow flows from B to B ′ with the passage of time.
以下、本発明の立て主管内部洗浄方法を図に基づいて説
明する。Hereinafter, the method for cleaning the inside of the vertical main pipe of the present invention will be described with reference to the drawings.
第1図は本発明の立て主管内部洗浄方法の一実施例を説
明する要部縦断面図、第2図は第1図に示す立て主管の
拡大断面図、第3図は管壁膜流の移動例を示す説明図、
第4図は100A管における管壁膜流流速を示す特性図、第
5図は各管口径別洗浄必要空気量を示す特性図である。FIG. 1 is a longitudinal sectional view of an essential part for explaining an embodiment of the method for cleaning the inside of a vertical main pipe of the present invention, FIG. 2 is an enlarged sectional view of the vertical main pipe shown in FIG. 1, and FIG. Explanatory diagram showing a moving example,
FIG. 4 is a characteristic diagram showing the tube wall film flow velocity in the 100A pipe, and FIG. 5 is a characteristic diagram showing the required cleaning air amount for each pipe aperture.
建屋には、第1図に示すように、各階床1、2、3、屋
上4などが設けられている。そして、5はこの屋上4に
配置される高置水槽、6はこの高置水槽5の下方に立設
され、上端部が高置水槽5に接続する立て主管、7、
8、9は各階床1〜3にそれぞれ配置されて立て主管6
に接続する枝管、10、11、12はこれらの枝管7〜9にそ
れぞれ取付けられる継ぎ手で、これらのうちの継ぎ手1
1、12には水を吐出する給水栓13、14がそれぞれ備えら
れている。また、20は圧縮気体、例えば圧縮空気を供給
する圧縮機、21は圧縮空気の送り込み量を制御するコン
トローラ、22はコントローラ21から圧縮空気を送る配
管、23はこの配管22を継ぎ手10に接続するアダプタであ
る。なお、常時には下階の階床1の継ぎ手10にはアダプ
タ23が連結しておらず、このアダプタ23の代りに、図示
しない給水栓が設けられている。そして、高置水槽5内
の水が立て主管6内を流下して、枝管7〜9を介し継ぎ
手10〜12まで導びかれ、給水栓13、14などより水が吐出
されるようになつている。In the building, as shown in FIG. 1, floors 1, 2, 3 and a roof 4 are provided. Further, 5 is a high water tank placed on the roof 4, 6 is a standing main pipe that is erected below the high water tank 5, and has an upper end connected to the high water tank 5, 7.
8 and 9 are arranged on the floors 1 to 3 respectively, and the stand main pipe 6 is provided.
The branch pipes 10, 11, and 12 connected to the branch pipes are joints attached to the branch pipes 7 to 9, respectively.
Water supply taps 13 and 14 for discharging water are provided in 1 and 12, respectively. Further, 20 is a compressor for supplying compressed gas, for example, compressed air, 21 is a controller for controlling the amount of compressed air sent, 22 is a pipe for sending compressed air from the controller 21, and 23 is this pipe 22 connected to the joint 10. It is an adapter. Note that the adapter 23 is not always connected to the joint 10 of the lower floor 1, and instead of the adapter 23, a water tap (not shown) is provided. Then, the water in the elevated water tank 5 flows down through the standing main pipe 6, is guided to the joints 10 to 12 via the branch pipes 7 to 9, and the water is discharged from the water taps 13 and 14. ing.
この実施例にあつて、立て主管6の内部を洗浄するに
は、まず下階の階床1の給水栓を取り外して継ぎ手10に
アダプタ23を連結し、第1図に示す状態にすると共に、
給水栓13、14を閉じておいて、枝管7〜9内、立て主管
6内を洗浄液、例えば水で満たし、高置水槽5内にも水
を入れておく。次に、圧縮機20を起動すると、この圧縮
機20より供給される圧縮空気がコトローラ21で流量制御
され、所定量、例えば、立て主管6の全容積を1とした
場合の割合が0.4〜0.7の量の圧縮空気が連続的に配管2
2、アダプタ23、継ぎ手10、枝管7を順次介し立て主管
6内に送り込まれる。In this embodiment, in order to clean the inside of the stand main pipe 6, first, the water tap of the lower floor 1 is removed and the adapter 23 is connected to the joint 10 so that the state shown in FIG.
With the water taps 13 and 14 closed, the branch pipes 7 to 9 and the vertical main pipe 6 are filled with a cleaning liquid, for example, water, and water is also put in the elevated water tank 5. Next, when the compressor 20 is started, the flow rate of the compressed air supplied from the compressor 20 is controlled by the controller 21, and a predetermined amount, for example, the ratio when the total volume of the stand main pipe 6 is set to 1 is 0.4 to 0.7. 2 pipes of compressed air continuously 2
2, the adapter 23, the joint 10 and the branch pipe 7 are sequentially fed into the vertical main pipe 6.
そして、立て主管6内では、第2図に示すように、連続
的に送り込まれる圧縮空気に対して水塊が入り込むこと
により空気塊30a,30b,30cなどと水塊40a,40bなどが交互
に次々と形成され、これらの空気塊30a〜30cなどと水塊
40a,40bなどが空気塊30a〜30cなどの上昇力により高速
で立て主管6内を上昇していき、立て主管6内に満たさ
れた水を高置水槽5に押し戻す流れを発生させる。空気
塊30aが高置水槽5まで上昇して水面より抜け、第1図
の高置水層5の通気孔5aから大気中に放出される。Then, in the vertical main pipe 6, as shown in FIG. 2, air masses 30a, 30b, 30c, etc. and water masses 40a, 40b, etc. alternate due to the water mass entering the continuously fed compressed air. These air masses such as 30a to 30c are formed one after another and the water mass
40a, 40b and the like ascend in the standing main pipe 6 at high speed by the rising force of the air lumps 30a to 30c, and generate a flow for pushing the water filled in the standing main pipe 6 back to the elevated water tank 5. The air mass 30a rises up to the elevated water tank 5, escapes from the water surface, and is discharged into the atmosphere from the vent hole 5a of the elevated water layer 5 in FIG.
また、前述した空気塊30a〜30cなどの上昇による前記流
れが発生するとともに、立て主管6内ではその全域で微
小区間毎に上下動する水塊と、かつ、管壁面に沿って上
下(例えば第2図に示す矢印A方向の流れ)、回転流動
する管壁膜流が出現する。この管壁膜流は、第3図に示
すように、微小区間毎に水塊が上昇、下降するとともに
時間経過に伴ってBからB′へと回転流動する。この管
壁膜流の上下流速は3〜5m/s,回転流速は2〜3m/sであ
る。なお、例えば、口径40mmの立て主管6内に容積比0.
5(立て主管6内の水量1に対して圧縮空気の量1の割
合)の圧縮空気を連続的に送り込むと、立て主管6内に
は長さL1が約1mの空気塊30bと長さL2が約0.1mの水塊40a
などが交互に形成され、高速で上昇すると共に、水塊40
aなどの長さL2はほとんど変化しないが、空気塊30bの長
さL1が次第に長くなつて高さ20mの水面近くでは長さL1
が約1.6mとなる。In addition, the above-mentioned flow is generated due to the rise of the above-mentioned air masses 30a to 30c, and in the vertical main pipe 6, a water mass that moves up and down in every small section in the entire region thereof and up and down along the pipe wall surface (for example, A flow in the direction of the arrow A shown in FIG. 2) appears, and a tube wall film flow that rotates is generated. In this tube wall membrane flow, as shown in FIG. 3, the water mass rises and falls in every minute section, and the flow flows from B to B ′ with the passage of time. The vertical velocity of this tube wall membrane flow is 3 to 5 m / s, and the rotational velocity is 2 to 3 m / s. In addition, for example, a volume ratio of 0.
When 5 (a ratio of compressed air amount 1 to 1 water amount in the standing main pipe 6) compressed air is continuously fed, an air mass 30b having a length L 1 of about 1 m and a length of about 1 m are fed into the standing main pipe 6. Water mass 40a with L 2 of about 0.1 m
, Etc. are formed alternately, rising at high speed and water mass 40
The length L 2 of a, etc. hardly changes, but the length L 1 of the air mass 30b gradually increases, and the length L 1 near the water surface with a height of 20 m.
Is about 1.6m.
このように構成した実施例では、立て主管6内に管壁膜
流が生じ、この管壁膜流が立て主管6の内面6aに付着し
た浮き錆につき当たるので、この立て主管6の内部の洗
浄を効果的に行なうことができる。In the embodiment constructed in this manner, a tube wall film flow is generated in the stand main pipe 6, and this tube wall film flow hits the floating rust adhering to the inner surface 6a of the stand main pipe 6, so that the inside of the stand main pipe 6 is cleaned. Can be done effectively.
なお、この実施例では、圧縮気体として圧縮空気を使用
したが、この圧縮空気の代わりに他の圧縮性気体でもよ
い。また、この圧縮空気の量を立て主管6内の全容積1
に対する割合で0.5(水量1に対し圧縮空気の量1の割
合)に設定したが、この圧縮空気の割合を0.4〜0.7の間
のいずれとしてもほぼ同様の効果を得ることができる。
第4図に示すように、圧縮空気の割合が0.4未満では、
立て主管6内を単なる空気塊や気泡が上昇する(気泡
流,渦流領域)だけであって管壁膜流を得るのが困難で
あり、一方、0.7を越えると、立て主管6内に空気塊を
形成することなく圧縮空気が連続して高速で上昇する
(環状噴霧流,他領域)にすぎず、この場合も管壁膜流
を得ることが困難である。Although compressed air is used as the compressed gas in this embodiment, other compressible gas may be used instead of this compressed air. In addition, the volume of this compressed air is set to the total volume of the main pipe 1
Was set to 0.5 (a ratio of 1 amount of compressed air to 1 amount of water), but almost the same effect can be obtained when the ratio of this compressed air is between 0.4 and 0.7.
As shown in Fig. 4, when the ratio of compressed air is less than 0.4,
It is difficult to obtain a tube wall film flow because only air lumps and bubbles rise in the vertical main pipe 6 (bubble flow, vortex region). On the other hand, above 0.7, air lumps inside the vertical main pipe 6 The compressed air rises continuously and at a high speed without forming the gas (annular spray flow, other regions), and in this case also, it is difficult to obtain a tube wall membrane flow.
なお、第4図は100A管におけるもので、横軸は立て主管
内の全容積1に対する圧縮空気の比、縦軸は管壁流速
(m/s)、実線は管壁上下流速、1点鎖線は管壁回転流
速である。Fig. 4 is for a 100A pipe, the horizontal axis is the ratio of compressed air to the total volume 1 in the vertical main pipe, the vertical axis is the pipe wall velocity (m / s), the solid line is the pipe wall vertical velocity, and the dashed line. Is the tube wall rotation velocity.
また、第5図は洗浄高さ10mにおける管口径別の管壁膜
流を発生させるために必要な空気量を示す図で、この図
において、横軸は管口径(断面積比)、縦軸は打ち込み
口通過空気量(1/s)である。この図から明らかなよう
に、各管口径において最大空気量と量少空気量の間の領
域で管壁膜流が発生する。Further, FIG. 5 is a diagram showing the amount of air required to generate a tube wall film flow for each pipe diameter at a washing height of 10 m. In this figure, the horizontal axis is the pipe diameter (cross-sectional area ratio), and the vertical axis is Is the amount of air passing through the driving port (1 / s). As is clear from this figure, the tube wall film flow is generated in the region between the maximum air amount and the small air amount at each pipe diameter.
さらに、この実施例では高置水槽5が設置されている例
を示したが、高置水槽のない加圧方式などのものでは、
立て主管6に水などの洗浄液を供給する供給手段として
この立て主管6の上端部に水槽や大口径の横置き配管な
どを仮設し、これらの水槽や横置き配管の上部などに立
て主管6内の圧縮空気を外部に放出する通気孔などの放
出手段を設置すればよい。Furthermore, in this embodiment, an example in which the elevated water tank 5 is installed is shown, but in the case of a pressurizing system without an elevated water tank,
As a supply means for supplying a cleaning liquid such as water to the standing main pipe 6, a water tank or a horizontal pipe with a large diameter is temporarily installed at the upper end of the standing main pipe 6, and the inside of the standing main pipe 6 is installed in the upper part of the water tank or the horizontal pipe. It suffices to install a discharging means such as a vent for discharging the compressed air of the above.
以上説明したように、本発明によれば、洗浄液で立て主
管内を満たして蓄水とし、次に、圧縮空気の量を立て主
管内の全容積1に対する割り合いで0.4〜0.7になるよう
に、この立て主管の下部より圧縮気体を連続的に送り込
むことによって管壁膜流を生じさせ、この管壁膜流によ
り立て主管の内部を洗浄するため、立て主管に送り込ん
だ圧縮気体自体の上昇力によって、微小区間毎に水塊が
上昇、下降するとともに時間経過に伴って回転流動する
管壁膜流を、立て主管内に満たされた洗浄液に生じさせ
ることができるので、この洗浄液の管壁膜流が立て主管
の内面に付着した浮き錆につき当り、この浮き錆を立て
主管の内面からに取り除くことができ、かつ圧縮気体を
供給する圧縮機の容量が小さくて済み、したがって、立
て主管の内部を確実にかつ効率的に洗浄することができ
る。As described above, according to the present invention, the inside of the stand main pipe is filled with the cleaning liquid to store water, and then the amount of compressed air is 0.4 to 0.7 in proportion to the total volume 1 in the stand main pipe. , The pipe wall film flow is generated by continuously feeding the compressed gas from the lower part of the stand main pipe, and the inside of the stand main pipe is washed by this pipe wall film flow, so the rising force of the compressed gas itself sent to the stand main pipe. As a result, it is possible to generate a tube wall film flow in which the water mass rises and falls in every minute section and rotates and flows with the passage of time in the cleaning liquid filled in the vertical main pipe. The flow hits the floating rust adhering to the inner surface of the stand main pipe, and this floating rust can be removed from the inner surface of the stand main pipe, and the capacity of the compressor supplying compressed gas is small. Sure And it can be efficiently cleaned.
第1図は本発明の立て主管内部洗浄方法の一実施例を説
明する要部縦断面図、第2図は第1図に示す立て主管の
拡大断面図、第3図は管壁膜流の移動例を示す説明図、
第4図は100A管における管壁膜流流速を示す特性図、第
5図は各管口径別洗浄必要空気量を示す特性図である。 5……高置水槽(供給手段)、5a……通気孔(放出手
段)、6……立て主管、6a……立て主管の内面、7……
枝管、10……継ぎ手、20……圧縮機、21……コントロー
ラ、22……配管、23……アダプタ、30a、30b、30c……
空気塊、40a、40b……水塊、A……水の流下方向。FIG. 1 is a longitudinal sectional view of an essential part for explaining an embodiment of the method for cleaning the inside of a vertical main pipe of the present invention, FIG. 2 is an enlarged sectional view of the vertical main pipe shown in FIG. 1, and FIG. Explanatory diagram showing a moving example,
FIG. 4 is a characteristic diagram showing the tube wall film flow velocity in the 100A pipe, and FIG. 5 is a characteristic diagram showing the required cleaning air amount for each pipe aperture. 5 ... High-place water tank (supplying means), 5a ... Vent hole (discharging means), 6 ... Standing main pipe, 6a ... Inner surface of standing main pipe, 7 ...
Branch pipe, 10 …… Coupling, 20 …… Compressor, 21 …… Controller, 22 …… Piping, 23 …… Adapter, 30a, 30b, 30c ……
Air lumps, 40a, 40b ... Water lumps, A ... Water flow down direction.
フロントページの続き (72)発明者 長沼 清 東京都千代田区神田錦町1丁目6番地 日 立エレベータサービス株式会社内 (72)発明者 芝 達二 東京都新宿区西新宿2丁目1番1号 日立 化成工業株式会社内 (72)発明者 秦 征男 東京都国分寺市東元町4丁目16―13 東京 日化サービス株式会社内 (56)参考文献 特開 昭56−13074(JP,A) 特開 昭62−117689(JP,A) 特開 昭54−152355(JP,A)Front page continuation (72) Inventor Kiyoshi Naganuma 1-6 Kandanishiki-cho, Chiyoda-ku, Tokyo Within Niritate Elevator Service Co., Ltd. (72) Inventor Tatsuji Shiba 2-1-1, Nishishinjuku, Shinjuku-ku, Tokyo Hitachi Chemical Co., Ltd. Incorporated (72) Inventor Masao Hata 4-16-13 Higashimoto-cho, Kokubunji, Tokyo Tokyo Nikka Service Co., Ltd. (56) Reference JP-A-56-13074 (JP, A) JP-A-62-117689 ( JP, A) JP 54-152355 (JP, A)
Claims (1)
たして、この洗浄液の満たされた立て主管内に圧縮気体
を送り込み、立て主管の内部を洗浄する立て主管内部洗
浄方法において、前記立て主管の上部に、この立て主管
内に洗浄液を供給する供給手段と、該立て主管内の圧縮
気体を外部に放出する放出手段とを設置して、前記洗浄
液で立て主管内を満たし、次に、圧縮空気の量を立て主
管内の全容積1に対する割り合いで0.4〜0.7になるよう
に、この立て主管の下部より圧縮気体を連続的に送り込
むことによって管壁膜流を生じさせ、この管壁膜流によ
り前記立て主管の内部を洗浄することを特徴とする立て
主管内部洗浄方法。1. A method for cleaning the inside of a standing main pipe, wherein the inside of the standing main pipe is cleaned by filling the inside of the standing main pipe erected in a building with a cleaning liquid and feeding a compressed gas into the standing main pipe filled with the cleaning liquid. On the upper part of the stand main pipe, a supply means for supplying a cleaning liquid into the stand main pipe and a discharge means for discharging the compressed gas in the stand main pipe to the outside are installed, and the inside of the stand main pipe is filled with the cleaning liquid, , The compressed air is continuously fed from the lower part of the stand main pipe so that the amount of the compressed air is 0.4 to 0.7 with respect to the total volume 1 in the stand main pipe, and the pipe wall film flow is generated. A method for cleaning the inside of a main stand pipe, comprising cleaning the inside of the main stand pipe with a wall film flow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63004849A JPH0739684B2 (en) | 1988-01-14 | 1988-01-14 | How to clean the inside of the vertical main pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63004849A JPH0739684B2 (en) | 1988-01-14 | 1988-01-14 | How to clean the inside of the vertical main pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01182425A JPH01182425A (en) | 1989-07-20 |
| JPH0739684B2 true JPH0739684B2 (en) | 1995-05-01 |
Family
ID=11595124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63004849A Expired - Lifetime JPH0739684B2 (en) | 1988-01-14 | 1988-01-14 | How to clean the inside of the vertical main pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0739684B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0710378B2 (en) * | 1990-03-06 | 1995-02-08 | 勝義 高坂 | How to clean the inside of the water supply system |
| JP4936910B2 (en) * | 2007-01-18 | 2012-05-23 | 有限会社ベルテックス | Internal cleaning method for drain pipes |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54152355A (en) * | 1978-05-23 | 1979-11-30 | Canon Kk | Washing method |
| JPS5613074A (en) * | 1979-07-11 | 1981-02-07 | Youichi Arimizu | Method of removing and washing extraneous matter in pipe of piping* etc* |
| JPS62117689A (en) * | 1985-11-18 | 1987-05-29 | 株式会社 トムコ | Washer for cooling water pipe |
-
1988
- 1988-01-14 JP JP63004849A patent/JPH0739684B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01182425A (en) | 1989-07-20 |
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