JPS6372395A - Method for washing water supply and distributing pipe - Google Patents
Method for washing water supply and distributing pipeInfo
- Publication number
- JPS6372395A JPS6372395A JP61214055A JP21405586A JPS6372395A JP S6372395 A JPS6372395 A JP S6372395A JP 61214055 A JP61214055 A JP 61214055A JP 21405586 A JP21405586 A JP 21405586A JP S6372395 A JPS6372395 A JP S6372395A
- Authority
- JP
- Japan
- Prior art keywords
- water supply
- water
- supply pipe
- cleaning
- pipe system
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 191
- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000005406 washing Methods 0.000 title abstract description 10
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims abstract description 60
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims abstract description 41
- 238000004140 cleaning Methods 0.000 claims description 88
- 238000005086 pumping Methods 0.000 claims description 24
- 238000009826 distribution Methods 0.000 claims description 18
- 230000000694 effects Effects 0.000 abstract description 7
- 241000894006 Bacteria Species 0.000 abstract description 6
- 230000001954 sterilising effect Effects 0.000 abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 230000001590 oxidative effect Effects 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 5
- 229910052760 oxygen Inorganic materials 0.000 description 5
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000003651 drinking water Substances 0.000 description 3
- 235000020188 drinking water Nutrition 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 239000003082 abrasive agent Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000010453 quartz Substances 0.000 description 2
- 238000005488 sandblasting Methods 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000004659 sterilization and disinfection Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 230000002301 combined effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229960004887 ferric hydroxide Drugs 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- IEECXTSVVFWGSE-UHFFFAOYSA-M iron(3+);oxygen(2-);hydroxide Chemical compound [OH-].[O-2].[Fe+3] IEECXTSVVFWGSE-UHFFFAOYSA-M 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000035755 proliferation Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Sink And Installation For Waste Water (AREA)
- Cleaning In General (AREA)
- Physical Water Treatments (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明はオフィスビル、マンション、ホテル、病院等
の給配水管の洗浄方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for cleaning water supply pipes in office buildings, condominiums, hotels, hospitals, etc.
オフィスビル、マンション、ホテル、病院等(以下「建
物」)の給配水管は古くなると赤水と呼ばれる水が出始
める。これは給配水管を構成しているパイプ(主に鋼管
)の鉄が溶は出し水酸化第二鉄となって沈澱したものが
酸化鉄(通称ヘンガラ)の鉄錆となって出てぐるもので
。When water supply pipes in office buildings, condominiums, hotels, hospitals, etc. (hereinafter referred to as "buildings") become old, water called red water begins to come out. This is caused by the iron in the pipes (mainly steel pipes) that make up the water supply and distribution pipes being molten and precipitated as ferric hydroxide, which then comes out as iron rust, which is iron oxide (commonly known as hengara). in.
飲料水1食事、洗濯等の生活用水として人体に影響かあ
り又給湯、冷暖房等の設備機器にも好ましくない影響を
与える。この赤水発生の原因としては上水源水質の悪化
に因るバクテリヤの増殖、これを防ぐための浄化剤の添
加、浄化剤(化学剤)に因るパイプの耐久性低下、鉄地
肌の腐食の進展等色々考えられ、多くの原因が複合的に
作用して給配水管内に錆が発生しそれが錆こぶとなって
管内面に付着し閉塞障害を起こし異臭味がでるものであ
る。Drinking water 1. Drinking water can affect the human body as water for daily life such as eating and washing, and also has an undesirable effect on equipment such as hot water supply and air conditioning. The causes of this red water are the proliferation of bacteria due to the deterioration of the quality of the water source, the addition of purification agents to prevent this, the reduction in pipe durability due to the purification agents (chemical agents), and the progress of corrosion of the iron surface. Rust occurs in the water supply and distribution pipes due to the combined effects of many causes, which become rust lumps and adhere to the inner surface of the pipes, causing blockages and producing unpleasant odors.
このため給配水管を全面的に交換する方法。For this reason, the method involves completely replacing the water supply and distribution pipes.
管路内に砂のごとき研磨剤を入れるサンドブラストと称
する管路更生法、パイプライニング法等の多くの洗浄方
法が開発され且つ実施化されている。Many cleaning methods have been developed and put into practice, such as a pipe rehabilitation method called sandblasting in which an abrasive such as sand is introduced into the pipe, and a pipe lining method.
しかしながら給配水管を全面的に交換する方法はパイプ
類が使用に耐えぬ程度腐食している場合はともかく手間
が大変で、所によっては建物の壁面を壊さねばならず費
用も高価であシ。However, completely replacing the water supply and distribution pipes is very time-consuming, especially if the pipes are corroded to the extent that they are unusable, and in some places the walls of the building may have to be destroyed, which can be expensive.
サンドブラストの方法は管路に入れる研磨剤が粉末とは
いえ流体ではないので入れ難いところがあり、研磨剤を
通す管路内を一度全部乾燥させねばならず又研磨剤を通
すのに相当な圧力をかけねばならず大規模な装置が必要
で手間も掛かるものである。パイプ2イニング法にして
も同様であり、何れの方法によっても処理に時間が掛か
りその結果断水時間が長くなることは否めないものであ
った。In the sandblasting method, the abrasive that is put into the pipe is a powder, but not a fluid, so it is difficult to put it in.The inside of the pipe through which the abrasive is passed must be completely dried at once, and considerable pressure is applied to pass the abrasive. This requires large-scale equipment and is time-consuming. The same applies to the pipe two-inning method, and it is undeniable that either method takes time to process, resulting in a longer water cutoff time.
そこで、この発明は比較的手間が掛からず。Therefore, this invention requires relatively little effort.
簡便な装置で、管路内に研磨剤の如き固体を入れずに、
短時間の処理で給配水管の洗浄ビ行うことのできる洗浄
方法Z提供しようとするものである(第1発明)。さら
に洗浄を済ませた後再び錆が容易に発生せぬように給水
中の細菌を殺菌することで前記洗浄効果を持続させよう
とするものである(第2発明)。With a simple device, without introducing solids such as abrasives into the pipes,
This invention aims to provide a cleaning method Z that can clean water supply and distribution pipes in a short time (first invention). Further, after cleaning is completed, the cleaning effect is maintained by sterilizing bacteria in the water supply so that rust does not easily occur again (second invention).
上記の目的を達成するため、この発明では。 In order to achieve the above object, this invention.
建物の給配水管を受水槽、揚水ポンプ、揚水管及び高架
水槽に到る揚水管系と、高架水槽の2次側近辺から給水
管を経て給水栓に到る給水管系とに分け、上記給水管の
管系に排水管付きの排水タンクを組み合わせて排水系と
し、洗浄ポンプe(M、量計、オゾン発生機付きのオゾ
ンミキサーな項次排水タンクの2次側と揚水ポンプの2
次側で揚水管のなるべく始端近辺の部位との間に介在・
接続せしめて揚水管系洗浄用の第1洗浄系?形成し、上
記高架水槽の2次側で給水管のなるべく始端近辺の部位
に、洗浄ポンプ。The water supply and distribution pipes of the building are divided into the water supply pipe system that reaches the water receiving tank, water pump, water pump, and elevated water tank, and the water supply pipe system that runs from the vicinity of the secondary side of the elevated water tank via the water supply pipe to the water faucet, and the above-mentioned A drainage tank with a drain pipe is combined with the water supply pipe system to form a drainage system, and a washing pump e (M, meter, ozone mixer with an ozone generator) is installed on the secondary side of the drainage tank and a pump.
Interposed between the next side and the part as close as possible to the starting end of the pumping pipe.
The first cleaning system for cleaning the pumping pipe system by connecting it? A cleaning pump is installed as close as possible to the starting end of the water supply pipe on the secondary side of the elevated water tank.
流量計、オゾン発生機付きのオゾンミキサーを順次介在
・接続させて給水管系洗浄用の第2洗浄系暑形成し、バ
イパス路と1次側2次側の開閉弁と!有する紫外線殺菌
装置を第2洗浄系のオゾンミキサーの2次側に介在・接
続して仕上げ洗浄系を形成し、揚水管系及び給水管系の
両方の管系内の流水に高allのオゾンを注入しつつ各
管系内のスライム、錆及び請こぶな上記排水タンクに除
去・流出させ且つ排水管系より取り出し、そして紫外線
殺菌装置にて高架水槽からの給水管系の流水を紫外線殺
菌して仕上洗浄するものとしている(第1発明)。そし
て更に建物の給配水管を受水槽、揚水ポンプ、揚水管及
び高架水槽に到る揚水管系と、高架水槽の2次側近辺か
ら給水管を経て給水栓に到る給水管系とに分け、上記給
水管の管系に排水管付きの排水タンクを組み合わせて排
水系とし、洗浄ポンプ、流量計、オゾン発生機付きのオ
ゾンミキサーを順次排水タンクの2次側と揚水ポンプの
2次側で揚水管のなるべく始端近辺の部位との間に介在
・接続せしめて揚水管系洗浄用の第1洗浄系ビ形成し、
上記高架水槽の2次側で給水管のなるべく始端近辺の部
位に、洗浄ポンプ。A flow meter and an ozone mixer with an ozone generator are successively interposed and connected to form a second cleaning system for cleaning the water supply pipe system, and a bypass path and on-off valves on the primary and secondary sides! A finishing cleaning system is formed by interposing and connecting an ultraviolet sterilizer with a UV sterilizer to the secondary side of the ozone mixer of the second cleaning system, and injects a high amount of ozone into the flowing water in both the pumping pipe system and the water supply pipe system. While injecting the slime and rust in each pipe system, it is removed and drained into the above-mentioned wastewater tank, taken out from the drainage pipe system, and the water flowing from the water supply pipe system from the elevated water tank is sterilized with ultraviolet rays using an ultraviolet sterilizer. Finish cleaning is performed (first invention). The building's water supply and distribution pipes are further divided into a pumping pipe system that reaches the water receiving tank, water pump, water pump, and elevated water tank, and a water supply pipe system that runs from the secondary side of the elevated water tank via the water supply pipe to the water tap. A drainage tank with a drainage pipe is combined with the above water supply pipe system to form a drainage system, and a cleaning pump, a flow meter, and an ozone mixer with an ozone generator are sequentially installed on the secondary side of the drainage tank and the secondary side of the pump. A first cleaning system for cleaning the pumping pipe system is formed by interposing and connecting it with a part as close as possible to the starting end of the pumping pipe,
Install a cleaning pump as close as possible to the starting end of the water supply pipe on the secondary side of the elevated water tank.
流量計、オゾン発生機付きのオゾンミキサーを順次介在
・接続させて給水管系洗浄用の第2洗浄系を形成し、バ
イパス路と1次側2次側の開閉弁とを有する紫外線殺菌
装置を第2洗浄系のオゾンミキサーの2次側に介在・接
続して仕上げ洗浄系?形成し、揚水管系及び給水管系の
両方の管系内の流水に高濃度のオゾン?注入しつつ各管
系内のスライム、錆及び錆こぶを上記排水タンクに除去
・流出させ且つ排水管系より取り出し、そして紫外線殺
菌装置にて高架水槽からの給水管系の流水?紫外線殺菌
して仕上洗浄し、仕上洗浄後揚水管系及び給水管系の両
方より第1.第2洗浄系を撤去するが上記紫外線殺菌装
置は撤去しないで残し事後継続的に紫外線殺菌した水を
供給自在とするものとしている(第2発明)。A flow meter and an ozone mixer with an ozone generator are successively interposed and connected to form a second cleaning system for cleaning the water supply pipe system, and an ultraviolet sterilizer having a bypass path and on-off valves on the primary and secondary sides is installed. Finishing cleaning system by intervening and connecting to the secondary side of the ozone mixer of the second cleaning system? Formation of high concentrations of ozone in the running water within the pipe system, both in the lift pipe system and the water supply pipe system? While injecting slime, rust, and rust lumps in each pipe system, the slime, rust, and rust lumps in each pipe system are removed and drained into the above-mentioned drainage tank, and taken out from the drain pipe system, and then the water flowing through the water supply pipe system from the elevated water tank is used with an ultraviolet sterilizer. Sterilize with UV rays and finish cleaning. Although the second cleaning system is removed, the ultraviolet sterilizer is left in place so that water sterilized by ultraviolet rays can be continuously supplied afterwards (second invention).
揚水管にあっては、排水タンクより第1洗浄系乞経て揚
水管そして高架水槽へと第1洗浄系の先斗ポンプを利用
して水が流され、その間第1洗浄系で高濃度のオゾンが
オゾン発生機よりオゾンミキサー2通して管路内の流水
に混入される。オゾン発生機い酸化力を有するのでスラ
イム、錆及び錆こぶの酸化が促進され流水の圧力で洗い
流されることになる。そしてスライム。In the lifting pipe, water is flowed from the drainage tank through the first cleaning system to the lifting pipe and then to the elevated water tank using the Ponto pump of the first cleaning system, during which highly concentrated ozone is released in the first cleaning system. The ozone is mixed into the flowing water in the pipeline through the ozone mixer 2 from the ozone generator. Since the ozone generator has strong oxidizing power, the oxidation of slime, rust, and rust lumps is promoted and washed away by the pressure of running water. And slime.
錆及び錆こぶの除去・流出の後オゾンの酸化作用で管の
内面に被覆が作られ新たな錆の付着を防ぐ。After removing and draining rust and rust lumps, the oxidizing action of ozone creates a coating on the inner surface of the pipe to prevent new rust from adhering.
給水管系にあっては第2洗浄系のオゾン発生機より同じ
く高濃度のオゾンがオゾンミキサー?介して高架水槽か
らの流水に混入され、給水管内に流れる間に上記と同じ
くオゾンの強い酸化力を利用してスライム、錆及び錆こ
ぶを除去・流出させ且つ管の内面に被覆を作り新たな錆
の付着を防ぐことになる。なお、揚水管より除去・流出
されたスライム、錆及び錆こぶは高架水槽を経て或いは
経ずにバイパス路tへ℃給水管を通フ排水タンクから排
水管を経て適宜取り出されるか、または揚水管内を逆流
させる流水にてバイパス路を経て排水系に流し取り出さ
れるものである。このようにしてオゾンの特性を活用し
て、しかも揚水管系と給水管系の両方がそれぞれ洗浄さ
れ短時間で処理される。In the water supply pipe system, does the ozone mixer produce the same higher concentration of ozone than the second cleaning system ozone generator? It is mixed into the running water from the elevated water tank, and as it flows into the water supply pipes, the strong oxidizing power of ozone is used to remove and drain slime, rust, and rust lumps, and create a new coating on the inner surface of the pipes. This will prevent rust from forming. In addition, the slime, rust, and rust lumps removed and discharged from the pumping pipe are taken out via the elevated water tank or not through the bypass passage t through the °C water supply pipe, and from the drain tank through the drain pipe, or are taken out as appropriate within the pumping pipe. The water is discharged into the drainage system via a bypass path using running water that flows backwards. In this way, by utilizing the properties of ozone, both the pumping pipe system and the water supply pipe system can be cleaned and treated in a short time.
ついで紫外線段歯装置にて高架水槽からの給水管系の流
水が紫外線殺菌され給水中のバクテリヤの殺菌がおこな
われ管内にスライムが付着せぬように仕上洗浄されるこ
とになる(第1発明)。Next, the water flowing from the water supply pipe system from the elevated water tank is sterilized by ultraviolet rays using an ultraviolet stage device, bacteria in the water supply is sterilized, and the pipes are finished and cleaned to prevent slime from adhering to them (first invention). .
そして、仕上洗浄後揚水管系及び給水管系の両方より第
1.第2洗浄系を撤去するが上記紫外線殺菌装置は撤去
しないで残し給水管内の流水に紫外線殺菌を継続的に施
して細菌の繁殖?防止しつづけことで、上記洗浄効果を
維持させスライム、錆及び錆こぶの発生を防ぐものであ
る(第2発明)。After finishing cleaning, the first water pipe is removed from both the pumping pipe system and the water supply pipe system. Although the second cleaning system is removed, the above-mentioned ultraviolet sterilizer is not removed and the water in the water supply pipes is continuously subjected to ultraviolet sterilization, causing bacterial growth? By continuing to prevent this, the above-mentioned cleaning effect is maintained and the generation of slime, rust, and rust lumps is prevented (second invention).
以下この発明の詳細な説明する。4物の内容により給配
水管の全体構造は色々と異なるが。This invention will be described in detail below. The overall structure of water supply and distribution pipes varies depending on the contents of the 4 items.
それでも給配水管の受水槽1.揚水ポンプ2゜揚水管3
.及び高架水槽4に到る揚水管系5と。Still, water supply and distribution pipe water tank 1. Lifting pump 2゜ Lifting pipe 3
.. and a pumping pipe system 5 leading to the elevated water tank 4.
高架水槽402次側近辺6から給水管7を経て給水栓8
に到る給水管系9とに大別することが出来、そしてこの
大別した揚水管系5と給水管系9とにそれぞれ第1洗浄
系10と第2洗浄系11とを組み込む。Water supply faucet 8 from the elevated water tank 40 secondary side vicinity 6 via water supply pipe 7
A first cleaning system 10 and a second cleaning system 11 are incorporated into the roughly divided water supply pipe system 5 and water supply pipe system 9, respectively.
先ず、給水管7の管末12に排水管13付きの排水タン
ク14を組み合わせて排水系15とする。16は排水ポ
ンプであり、流出されてきたスライム、錆及び錆こぶを
排水タンク14より適宜取り出すためのものである。First, a drainage tank 14 with a drainage pipe 13 is combined with the end 12 of the water supply pipe 7 to form a drainage system 15. Reference numeral 16 denotes a drainage pump, which is used to appropriately take out drained slime, rust, and rust lumps from the drainage tank 14.
第1洗浄系10は洗浄ポンプ17.流量計18、オゾン
発生機19付きのオゾンミキサー20を順次排水タンク
1402次側と揚水ポンプ202次側で揚水管3のなる
べく始端近辺の部位21との間に介在・接続せしめて揚
水管系洗浄用としたものである。洗浄ポンプ17として
は渦巻きポンプが使用され、流量計18にはフロート棒
22の浮き上がり具合を目盛盤23で目視できる浮遊式
流量計が使用出来る。オゾン発生機19は無声放電式の
もので酸素ボンベ24より酸素の供給を受けそれを11
000 ppm (14’1)(1)高aliI テ、
t 19 g/h (1’/W?)(7)オゾン発
生量にして、内Lポンプにて4ゆ/−の吐出圧力tかけ
て管路に供給するものである。そして全体を小型、軽量
で0把手25を介し持ち運びし易いボックスタイプのも
のとしてアリ、スペースの余裕の無い所へも運搬・設置
できる。第1洗浄系10は上記洗浄ポンプ11で流体圧
が掛かっているため4匈/洲の高圧の下でそして更にオ
ゾンミキサー20を介して管路に高濃度オゾンを混入す
る。オゾンミキサー20に1次側が流量計18に接続さ
れ、2次側が揚水管3の始端近辺の部位21に接続され
るものであり、その筒状本体2601次側の入口近辺に
オゾン導入ノズル27が臨まされ、筒状本体26の内部
の長手方向に配したミキシング棒28でそこを通る水t
ミクロ化しつつガス(オゾン)を光分に液体(流水)に
混入せしめるようにしである。The first cleaning system 10 includes a cleaning pump 17. The ozone mixer 20 equipped with a flow meter 18 and an ozone generator 19 is successively interposed and connected between the secondary side of the drainage tank 140 and the downstream side of the pump 20 to the part 21 as close to the starting end of the pumping pipe 3 as possible to clean the pumping pipe system. It was used for A centrifugal pump is used as the cleaning pump 17, and a floating flowmeter can be used as the flowmeter 18, which allows the degree of floating of the float rod 22 to be visually checked on a dial 23. The ozone generator 19 is of a silent discharge type, and receives oxygen from the oxygen cylinder 24 and transfers it to the
000 ppm (14'1) (1) high aliIte,
The amount of ozone generated is t 19 g/h (1'/W?) (7) and is supplied to the pipeline by applying a discharge pressure t of 4 Y/- with the inner L pump. The entire device is small, lightweight, and can be carried and installed in a place where space is limited as it is a box-type item that is easy to carry via the handle 25. Since fluid pressure is applied to the first cleaning system 10 by the cleaning pump 11, high-concentration ozone is mixed into the pipe line under a high pressure of 4 tons per square meter, and further via the ozone mixer 20. The primary side of the ozone mixer 20 is connected to the flow meter 18, and the secondary side is connected to a part 21 near the starting end of the pumping pipe 3, and an ozone introduction nozzle 27 is installed near the inlet of the primary side of the cylindrical body 260. A mixing rod 28 disposed in the longitudinal direction inside the cylindrical body 26 allows water to pass therethrough.
The idea is to mix gas (ozone) into liquid (flowing water) as light while micronizing it.
尚第2図中29は酸素調圧器、30は酸素ホース、31
は酸素流量計、32は電源コード、33はオゾンホース
を各々示している。In Figure 2, 29 is an oxygen pressure regulator, 30 is an oxygen hose, and 31
3 shows an oxygen flow meter, 32 a power cord, and 33 an ozone hose.
第1洗浄系10のオゾンミキサー2002次側からは洗
浄管34が受水WJ1に延設され且つ第1バイパス管3
5が排水タンク14へ延設されている。A cleaning pipe 34 is extended from the secondary side of the ozone mixer 200 of the first cleaning system 10 to the receiving water WJ1, and the first bypass pipe 3
5 is extended to the drainage tank 14.
第2洗浄系11は高架水槽402次側で給水管7のなる
べく始端近辺の部位6に洗浄ポンプ36、iit計37
.オゾン発生機38付きのオゾンミキサ−39乞順次介
在・接続させて給水管系洗浄用としたものである。これ
ら洗浄ポンプ36.流量計37.オゾン発生機38付き
のオゾンミキサー39は第1洗浄系10のそれらと同一
内容のものなので説明を省略する。尚40は第2バイパ
ス管で、高架水槽401次側とオゾンミキサー3902
次側とを接続している。The second cleaning system 11 includes a cleaning pump 36 and a total of 37
.. An ozone mixer 39 with an ozone generator 38 is sequentially interposed and connected to clean the water supply pipe system. These cleaning pumps 36. Flow meter 37. The ozone mixer 39 with the ozone generator 38 has the same contents as those of the first cleaning system 10, so a description thereof will be omitted. In addition, 40 is the second bypass pipe, which connects the elevated water tank 40 primary side and the ozone mixer 3902.
Connected to the next side.
以上のように揚水管系5と給水管系9に第1洗浄系10
と第2洗浄系11を組み合わせ、さらにバイパス路〔第
6パイバス管41〕と1次側2次側の開閉弁42.43
と2有する紫外線段歯装置44を第2洗浄系11のオゾ
ンミキサー39の2次側に介在・接続して仕上げ洗浄系
45’に形成する。紫外線殺菌装置44は二重の石英管
45で紫外線ランプ本体46馨囲んで紫外線ランプ47
としたちの馨復数本(第4図では4本)ステンレス製の
縦型円筒のケース48内に垂下した状態としている。流
水は入口49からケース48内部に入りそこで充満し出
口50より給水管7へと流れてゆくが、ケース48内で
紫外線ランプ47から紫外線の照射を受は流水中のバク
テリアが殺菌される。尚511=音響センサーで0石英
管45がウオターハンマーで損傷χ受は亀裂が入った場
合その他紫外線ランプ47に異常が発生した場合音検出
して1次側2次側の開閉弁42.43x自動的に閉鎖ぜ
しめるようにしている。As described above, the first cleaning system 10 is connected to the pumping pipe system 5 and the water supply pipe system 9.
and the second cleaning system 11, and furthermore, the bypass passage [sixth bypass pipe 41] and the on-off valves 42 and 43 on the primary and secondary sides.
An ultraviolet stage tooth device 44 having . The ultraviolet sterilizer 44 has a double quartz tube 45 surrounding an ultraviolet lamp body 46 and an ultraviolet lamp 47.
Several (four in FIG. 4) hanging down inside a vertical cylindrical case 48 made of stainless steel. The running water enters the inside of the case 48 from the inlet 49, fills up there, and flows from the outlet 50 to the water supply pipe 7, but when it is irradiated with ultraviolet light from the ultraviolet lamp 47 inside the case 48, bacteria in the running water are sterilized. In addition, 511 = Acoustic sensor detects sound when the quartz tube 45 is damaged by water hammer or cracks occur or other abnormalities occur in the ultraviolet lamp 47 and detects the opening/closing valves on the primary and secondary sides 42.43x It is set to close automatically.
以上の第1洗浄系10.第2洗浄系11.仕上洗浄系4
5.排水系15χ建物の給配水管に組み合わせて形成す
ることにより、以下の洗浄処理が行われる。Above first cleaning system 10. Second cleaning system 11. Finish cleaning system 4
5. By forming the drainage system 15χ in combination with the water supply and distribution pipes of the building, the following cleaning process is performed.
(4)揚水管系5及び給水管系9の両方の管系内の流水
に高濃度のオゾンを注入しつつ各管系内のスライム、錆
及び錆こぶZ上記排水タン洗浄系11とで併せて両管系
10.11のオゾン洗浄が出来、a浄時間が相当短縮さ
れる。(4) While injecting high-concentration ozone into the flowing water in both the pumping pipe system 5 and the water supply pipe system 9, slime, rust, and rust lumps in each pipe system are combined with the above-mentioned drain tank cleaning system 11. Both pipe systems 10 and 11 can be cleaned with ozone, and the cleaning time can be considerably shortened.
洗浄処理時間は建物の大きさにもよるが8階建てのオフ
ィスビルで2日間程にできる。高濃度のオゾンは極めて
強力な酸化機能を発揮してスライム、錆及び錆こぶをボ
ロボロになるまで酸化させてしまい、容易に流水圧で押
し流せるようにしてしまう。同時に、管の内面に被覆を
作り新たな錆の付着を防ぐものである。そして紫外線殺
菌装置44にて高架水槽4からの給水管系9の流水を紫
外線、殺菌して仕上洗浄するものである。この紫外線殺
菌によりバクテリアが死滅し、スライム、錆及び錆こぶ
の再発を防止する。Although cleaning processing time depends on the size of the building, it can be done in about two days for an eight-story office building. High concentrations of ozone exhibit extremely strong oxidizing properties, oxidizing slime, rust, and rust lumps until they crumble and can be easily washed away by water pressure. At the same time, it creates a coating on the inner surface of the pipe to prevent new rust from forming. Then, the water flowing through the water supply pipe system 9 from the elevated water tank 4 is sterilized with ultraviolet rays in an ultraviolet sterilizer 44 for final cleaning. This UV sterilization kills bacteria and prevents the recurrence of slime, rust, and rust galls.
0)高架水槽4と受水槽1の洗浄は、第1洗浄系10に
て行うことになる。揚水管3の流水を、高架水槽4な経
て給水管7へ流せば第1洗浄系10のオゾン洗浄で揚水
管3と共に高架水槽4″lt併せて洗浄出来、また受水
槽1の洗浄は以下に述べる仮設給水系52ft断水状態
にして、洗浄管34に第1洗浄系10からのオゾン混入
流水を施せばよい。尚第2ノくイパス管40’&利用し
、第2洗浄系11のオゾンにて高架水槽4を洗浄するよ
うにしてもよい。0) The elevated water tank 4 and the water receiving tank 1 will be cleaned by the first cleaning system 10. If the water from the lift pipe 3 is passed through the elevated water tank 4 and into the water supply pipe 7, the lift pipe 3 and the elevated water tank 4''lt can be cleaned together with the ozone cleaning in the first cleaning system 10, and the water receiving tank 1 can be cleaned as follows. All you need to do is to cut off the water supply to the 52 ft temporary water supply system described above and apply ozone-containing running water from the first cleaning system 10 to the cleaning pipe 34. Alternatively, the elevated water tank 4 may be cleaned using the same method.
(C) 紫外線殺菌装置44にて高架水槽4からの給
水管系9の流水を紫外線殺菌することによシ仕上洗浄が
行われる。(C) Finish cleaning is performed by sterilizing the flowing water in the water supply pipe system 9 from the elevated water tank 4 with ultraviolet rays in the ultraviolet sterilizer 44.
ところで第1図には、仮設給水系52が示されている。By the way, FIG. 1 shows a temporary water supply system 52.
この仮設給水系52は既設の給配水管をいわば断水状態
にして上記のごとく洗浄している際に別途飲料水、その
他生活用水を給水可能とするもので、仮設ポンプ53.
圧力タンク54そして受水1111に一端を給水栓8に
他端を接続した仮設管55等を備えている。熱論給配水
管の洗浄の際、別途生活用水ビ給水する必要が無い場合
にはこの仮設給水系52は不要である。This temporary water supply system 52 makes it possible to separately supply drinking water and other water for daily use while the existing water supply and distribution pipes are in a state of water cut-off, as described above, and are being cleaned as described above.
It is equipped with a temporary pipe 55 having one end connected to the pressure tank 54 and the water receiving 1111 and the other end connected to the water tap 8. This temporary water supply system 52 is not necessary when there is no need to separately supply domestic water when cleaning the thermal water supply pipe.
さらに仕上洗浄に用いた紫外線殺菌装置44は洗浄効果
を持続させるために継続して使用することが出来る(第
2発明)。即ち、仕上洗浄後揚水管系5及び給水管系9
0両方より第1゜第2洗浄系10.11′?:撤去する
が上記紫外線殺菌装置44は撤去しないで残し事後紫外
線殺菌した水を供給自在とするものである。揚水管系5
に比べ給水管系9は給水栓8が開く都度水が流れるもの
で揚水管系5よりスライム、錆及び錆こぶが発生し易い
管系であり、ここに紫外線殺菌装[44を配し続げろこ
とによジ積極的且つ重点的に給水管系9の流水の殺菌を
行いスライム、錆及び錆こぶの再発生を防止しつつ併せ
て前記洗浄の効果乞持続せしめるものである。Furthermore, the ultraviolet sterilizer 44 used for final cleaning can be used continuously to maintain the cleaning effect (second invention). That is, after finishing cleaning, the water pumping pipe system 5 and the water supply pipe system 9
0 from both 1st ° 2nd cleaning system 10.11'? : Although it is removed, the ultraviolet sterilizer 44 is not removed and remains so that water sterilized by ultraviolet rays can be supplied afterwards. Lifting pipe system 5
Compared to the water supply pipe system 9, water flows every time the water tap 8 is opened, and slime, rust, and rust lumps are more likely to occur in the water supply pipe system 9 than in the pumping pipe system 5. In particular, it actively and intensively sterilizes the flowing water of the water supply pipe system 9 to prevent slime, rust, and rust lumps from reoccurring, and at the same time to maintain the effectiveness of the cleaning.
この発明は以上説明し℃きた如き内容なので。 This invention is as explained above.
建物の給配水管ケ比較的手間ケ掛けずに、簡便な装置を
利用して、管路内に研磨剤の如き固体を入れずに、短時
間で洗浄出来(第1発明)。Water supply and distribution pipes in buildings can be cleaned in a short time using a simple device with relatively little effort and without introducing solids such as abrasives into the pipes (first invention).
又スライム、錆及び錆こぶの再発生ビ防止しつつ洗浄効
果を持続出来るという優れた利点があり、短時間の処理
で経済的でもあるので多くの建物の給水管系に用いて給
配水管を蘇らせ、赤水発生を防止出来るものである。In addition, it has the excellent advantage of maintaining the cleaning effect while preventing the re-occurrence of slime, rust, and rust lumps, and is economical due to the short treatment time, so it is used in the water supply pipe system of many buildings. It can be revived and prevent the occurrence of red water.
なお、実施例で示す如く高架水槽及び受水槽の洗浄も併
せて処理すれば、給配水管のより一層徹底した洗浄が出
来、その分洗浄後の給配水管の維持管理が容易となる。Note that if the elevated water tank and the water receiving tank are also cleaned as shown in the embodiment, the water supply and distribution pipes can be cleaned more thoroughly, and the maintenance and management of the water supply and distribution pipes after cleaning becomes easier.
第1図はこの発明の洗浄方法の一実施例を示す給配水管
系統図。
第2図は第1洗浄系となる洗浄装置の組合せ説明図。
第5図は第1洗浄系に用いるオゾンミキサーの断面図。
第4図は紫外線殺菌装置の断面図、そして第5図は第4
図中の矢示V−V線に沿う横断面図である。
1・・・・・・受水槽
3・・・・・・揚水管
4・・・・・・高架水槽
5・・・・・・揚水管系
7・・・・・・給水管
9・・・・・・給水管系
10・・・・・・第1洗浄系
11・・・・・・第2洗浄系
15・・・・・・排水系
19・・・・・・オゾン発生機
20・・・・・・オゾンミキサー
44・・・・・・紫外線殺菌装置
45・・・・・・仕上洗浄系
52・・・・・・仮設給水系
第2図FIG. 1 is a water supply and distribution pipe system diagram showing an embodiment of the cleaning method of the present invention. FIG. 2 is an explanatory diagram of a combination of cleaning devices constituting a first cleaning system. FIG. 5 is a sectional view of the ozone mixer used in the first cleaning system. Figure 4 is a cross-sectional view of the ultraviolet sterilizer, and Figure 5 is a cross-sectional view of the ultraviolet sterilizer.
It is a cross-sectional view along the arrow VV line in the figure. 1... Water receiving tank 3... Lifting pipe 4... Elevated water tank 5... Lifting pipe system 7... Water supply pipe 9... ... Water supply pipe system 10 ... First cleaning system 11 ... Second washing system 15 ... Drainage system 19 ... Ozone generator 20 ... ... Ozone mixer 44 ... Ultraviolet sterilizer 45 ... Finish cleaning system 52 ... Temporary water supply system Figure 2
Claims (2)
及び高架水槽に到る揚水管系と、高架水槽の2次側近辺
から給水管を経て給水栓に到る給水管系とに分け、 上記給水管の管末に排水管付きの排水タン クを組み合わせて排水系とし、 洗浄ポンプ、流量計、オゾン発生機付きの オゾンミキサーを順次排水タンクの2次側と揚水ポンプ
の2次側で揚水管のなるべく始端近辺の部位との間に介
在・接続せしめて揚水管系洗浄用の第1洗浄系を形成し
、 上記高架水槽の2次側で給水管のなるべく 始端近辺の部位に、洗浄ポンプ、流量計、オゾン発生機
付きのオゾンミキサーを順次介在・接続させて給水管系
洗浄用の第2洗浄系を形成し、 バイパス路と1次側2次側の開閉弁とを有 する紫外線殺菌装置を第2洗浄系のオゾンミキサーの2
次側に介在・接続して仕上げ洗浄系を形成し、 揚水管系及び給水管系の両方の管系内の流 水に高濃度のオゾンを注入しつつ各管系内のスライム、
錆及び錆こぶを上記排水タンクに除去・流出させ且つ排
水管系より取り出し、そして紫外線殺菌装置にて高架水
槽からの 給水管系の流水を紫外線殺菌して仕上洗浄することを特
長とする給配水管の洗浄方法。(1) Water supply and distribution pipes of buildings to water tanks, pumps, pumping pipes,
The water supply pipe system is divided into a pumping pipe system leading to the elevated water tank, and a water supply pipe system running from the vicinity of the secondary side of the elevated water tank via the water supply pipe to the hydrant, and a drainage tank with a drain pipe is combined at the end of the above water supply pipe. A cleaning pump, a flow meter, and an ozone mixer equipped with an ozone generator are successively interposed and connected between the secondary side of the drainage tank and the secondary side of the lifting pump, as close to the beginning of the lifting pipe as possible. A cleaning pump, a flow meter, and an ozone mixer with an ozone generator are successively installed on the secondary side of the elevated water tank, as close as possible to the starting end of the water supply pipe. They are connected to form a second cleaning system for cleaning the water supply pipe system, and an ultraviolet sterilizer having a bypass path and an on-off valve on the primary and secondary sides is connected to the ozone mixer of the second cleaning system.
A finishing cleaning system is formed by intervening and connecting to the next side, and high concentration ozone is injected into the flowing water in both the pumping pipe system and the water supply pipe system, and the slime in each pipe system is removed.
A water distribution system characterized by removing and draining rust and rust lumps into the drainage tank, taking them out from the drainage pipe system, and using an ultraviolet sterilizer to sterilize the running water in the water supply pipe system from the elevated water tank with ultraviolet rays for final cleaning. How to clean water pipes.
及び高架水槽に到る揚水管系と、高架水槽の2次側近辺
から給水管を経て給水栓に到る給水管系とに分け、 上記給水管の管末に排水管付きの排水タン クを組み合わせて排水系とし、 洗浄ポンプ、流量計、オゾン発生機付きの オゾンミキサーを順次排水タンクの2次側と揚水ポンプ
の2次側で揚水管のなるべく始端近辺の部位との間に介
在・接続せしめて揚水管系洗浄用の第1洗浄系を形成し
、 上記高架水槽の2次側で給水管のなるべく 始端近辺の部位に、洗浄ポンプ、流量計、オゾン発生機
付きのオゾンミキサーを順次介在・接続させて給水管系
洗浄用の第2洗浄系を形成し、 バイパス路と1次側2次側の開閉弁とを有 する紫外線殺菌装置を第2洗浄系のオゾンミキサーの2
次側に介在・接続して仕上げ洗浄系を形成し、 揚水管系及び給水管系の両方の管系内の流 水に高濃度のオゾンを注入しつつ各管系内のスライム、
錆及び錆こぶを上記排水タンクに除去・流出させ且つ排
水管系より取り出し、そして紫外線殺菌装置にて高架水
槽からの 給水管系の流水を紫外線殺菌して仕上洗浄し、仕上洗浄
後揚水管系及び給水管系の両方より第1、第2洗浄系を
撤去するが上記紫外線殺菌装置は撤去しないで残し事後
継続的に紫外線殺菌した水を供給自在とすることを特長
とする給配水管の洗浄方法。(2) Water supply and distribution pipes of buildings to water tanks, pumps, pumping pipes,
The water supply pipe system is divided into a pumping pipe system leading to the elevated water tank, and a water supply pipe system running from the vicinity of the secondary side of the elevated water tank via the water supply pipe to the hydrant, and a drainage tank with a drain pipe is combined at the end of the above water supply pipe. A cleaning pump, a flow meter, and an ozone mixer equipped with an ozone generator are successively interposed and connected between the secondary side of the drainage tank and the secondary side of the lifting pump, as close to the beginning of the lifting pipe as possible. A cleaning pump, a flow meter, and an ozone mixer with an ozone generator are successively installed on the secondary side of the elevated water tank, as close as possible to the starting end of the water supply pipe. They are connected to form a second cleaning system for cleaning the water supply pipe system, and an ultraviolet sterilizer having a bypass path and an on-off valve on the primary and secondary sides is connected to the ozone mixer of the second cleaning system.
A finishing cleaning system is formed by intervening and connecting to the next side, and high concentration ozone is injected into the flowing water in both the pumping pipe system and the water supply pipe system, and the slime in each pipe system is removed.
Rust and rust lumps are removed and drained into the drainage tank and taken out from the drainage pipe system, and the water from the elevated water tank is sterilized with ultraviolet rays using an ultraviolet sterilizer, and the water supply pipe system is finished cleaned. and water supply pipe cleaning characterized in that the first and second cleaning systems are removed from both the water supply pipe system, but the above-mentioned ultraviolet sterilizer is left unremoved so that water sterilized by ultraviolet rays can be continuously supplied after the fact. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61214055A JPS6372395A (en) | 1986-09-12 | 1986-09-12 | Method for washing water supply and distributing pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61214055A JPS6372395A (en) | 1986-09-12 | 1986-09-12 | Method for washing water supply and distributing pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6372395A true JPS6372395A (en) | 1988-04-02 |
| JPH0244597B2 JPH0244597B2 (en) | 1990-10-04 |
Family
ID=16649514
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61214055A Granted JPS6372395A (en) | 1986-09-12 | 1986-09-12 | Method for washing water supply and distributing pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6372395A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63168094U (en) * | 1987-04-22 | 1988-11-01 | ||
| CN104384156A (en) * | 2014-11-10 | 2015-03-04 | 成都佳美嘉科技有限公司 | Steel pipe washing machine |
-
1986
- 1986-09-12 JP JP61214055A patent/JPS6372395A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63168094U (en) * | 1987-04-22 | 1988-11-01 | ||
| CN104384156A (en) * | 2014-11-10 | 2015-03-04 | 成都佳美嘉科技有限公司 | Steel pipe washing machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0244597B2 (en) | 1990-10-04 |
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