JPH0244597B2 - - Google Patents
Info
- Publication number
- JPH0244597B2 JPH0244597B2 JP61214055A JP21405586A JPH0244597B2 JP H0244597 B2 JPH0244597 B2 JP H0244597B2 JP 61214055 A JP61214055 A JP 61214055A JP 21405586 A JP21405586 A JP 21405586A JP H0244597 B2 JPH0244597 B2 JP H0244597B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- cleaning
- water supply
- tank
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 196
- 238000004140 cleaning Methods 0.000 claims description 101
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims description 60
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 40
- 238000005086 pumping Methods 0.000 claims description 31
- 238000000034 method Methods 0.000 claims description 16
- 230000000694 effects Effects 0.000 description 8
- 241000894006 Bacteria Species 0.000 description 6
- 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
- 230000001954 sterilising effect Effects 0.000 description 5
- 239000003082 abrasive agent Substances 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000004659 sterilization and disinfection Methods 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000007788 liquid 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
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect 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
- 238000012423 maintenance 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
- 239000002244 precipitate Substances 0.000 description 1
- 230000035755 proliferation Effects 0.000 description 1
- 230000002035 prolonged effect 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
- 238000005406 washing Methods 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)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明はオフイスビル、マンシヨン、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] This invention relates to a method for cleaning water supply pipes in office buildings, condominiums, hotels, hospitals, etc.
オフイスビル、マンシヨン、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)の鉄が溶け出し水酸化第
二鉄となつて沈澱したものが酸化鉄(通称ベンガ
ラ)の鉄錆となつて出てくるもので、飲料水、食
事、洗濯等の生活用水として人体に影響があり又
給湯、冷暖房等の設備機器に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つて管内面に付着し
閉塞障害を起こし異臭味がでるものである。
When the water supply pipes of office buildings, condominiums, hotels, hospitals, etc. (hereinafter referred to as "buildings") get old, water called red water begins to come out. This occurs when the iron in the pipes (mainly steel pipes) that make up the water supply and distribution pipes dissolves and becomes ferric hydroxide, which precipitates and becomes iron rust, which is iron oxide (commonly known as red iron oxide). It has an impact on the human body as water for daily use such as drinking water, eating, and washing, and has an unfavorable 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、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。 For this reason, many cleaning methods have been developed and put into practice, such as completely replacing the water supply and distribution pipes, a pipe rehabilitation method called sandblasting in which abrasives such as sand are introduced into the pipes, and pipe lining methods. .
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、所によつては建物の壁
面を壊さねばならず費用も高価であり、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
イプライニング法にしても同様であり、何れの方
法によつ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つた。
However, the method of 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 must be destroyed, which is expensive. 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 a considerable amount of pressure is required to pass the abrasive. This requires extensive equipment, large-scale equipment, and is time-consuming. The same applies to the pipe lining method, and it is undeniable that any method takes time to process, resulting in a prolonged water outage.
そこで、この発明は比較的手間が掛からず、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を行うことの
できる洗浄方法を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)。 Therefore, the present invention provides a cleaning method that can clean water supply and distribution pipes in a short time using a simple device and without introducing solids such as abrasives into the pipes. (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、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没
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排水
タンクの2次と揚水ポンプの2次側で揚水管のな
るべく始端近没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
給自在とするものとしている(第2発明)。
In order to achieve the above object, in this invention, water supply and distribution pipes of a building are connected to a water receiving tank, a pump, a pumping pipe, and a pumping pipe system reaching an elevated water tank, and a water supply pipe is provided from near the secondary side of the elevated water tank through a water supply pipe. The water supply pipe system leading to the tap is divided into two parts, and a drainage tank with a drain pipe is combined at the end of the water supply pipe to form the drainage system, and a cleaning pump, a flow meter, and an ozone mixer with an ozone generator are sequentially installed in two of the drainage tanks. A first cleaning system for cleaning the pumping pipe system is formed by intervening and connecting between the next side and the secondary side of the pump, as close as possible to the starting end of the pumping pipe, and water is supplied on the secondary side of the elevated water tank. A cleaning pump, a flow meter, and an ozone mixer equipped with an ozone generator are sequentially inserted and connected to the part of the pipe as close to the beginning of the pipe as possible to form a second cleaning system for cleaning the water supply pipe system. An ultraviolet sterilizer having an on-off valve on the secondary side is interposed and connected to the secondary side of the ozone mixer of the second cleaning system to form a finishing cleaning system, and the pipe system of both the pumping pipe system and the water supply pipe system is While injecting highly concentrated ozone into the running water inside, the slime, rust, and rust lumps in each pipe system are removed and drained into the above drainage tank, taken out from the drainage pipe system, and then water is supplied from the elevated water tank using an ultraviolet sterilizer. The running water of the pipe is sterilized by ultraviolet rays for final cleaning (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 at the end of the above water supply pipe to form a drainage system, and a cleaning pump, a flow meter, and an ozone mixer with an ozone generator are used to pump up water at 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 intervening and connecting to a part of the pipe as close to the starting end as possible, and on the secondary side of the elevated water tank, cleaning is carried out to a part as close to the starting end of the water supply pipe as possible. A pump, a flow meter, and an ozone mixer with an on-off generator are interposed and connected in sequence to form a second cleaning system for cleaning the water supply pipe system, and an ultraviolet sterilization system that has a bypass path and on-off valves on the primary and secondary sides. the second device
A final cleaning system is formed by intervening and connecting to the secondary side of the ozone mixer of the cleaning system, and high-concentration ozone is injected into the flowing water in both the pumping pipe system and the water supply pipe system. Slime, rust, and rust lumps are removed and drained into the above drainage tank and taken out from the drainage pipe system, and the running water from the elevated water tank is sterilized with ultraviolet rays using an ultraviolet sterilizer, and the water is then final cleaned.After the final cleaning, the water is pumped up. The first and second cleaning systems are removed from both the pipe system and the water supply pipe system, but the ultraviolet sterilizer is left unremoved so that water sterilized by ultraviolet rays can be continuously supplied after the fact (second invention). .
揚水管にあつては、排水タンクより第1洗浄系
を経て揚水管そして高架水槽へと第1洗浄系の洗
浄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
キサーを通して管路内の流水に混入される。オゾ
ンは強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、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。
In the case of lifting pipes, 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 cleaning pump of the first cleaning system, during which highly concentrated ozone is released in the first cleaning system. It is mixed into the running water in the pipeline from the ozone generator through the ozone mixer. Since ozone has a strong oxidizing power, the oxidation of slime, rust, and rust lumps is promoted and washed away by the pressure of running water. After the slime, rust, and rust lumps are removed and drained, a coating is created on the inner surface of the pipe by the oxidizing action of ozone to prevent new rust from adhering.
給水管系にあつては第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を介
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
経ずにバイパス路をへて給水管を通り排水タンク
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, ozone at a high concentration is mixed with the water from the elevated water tank via the ozone mixer from the ozone generator of the second cleaning system, and as it flows into the water supply pipe, the strong oxidizing power of ozone is absorbed as described above. Using this method, slime, rust, and rust lumps are removed and flowed out, and a coating is created on the inner surface of the pipe to prevent new rust from adhering. In addition, the slime, rust, and rust lumps removed and discharged from the pumping pipe are taken out as appropriate through the water supply pipe through the water supply pipe via the elevated water tank or without passing through the elevated water tank, or are taken out as appropriate through the drain pipe from the drainage tank. The water is flowed back into the drainage system via a bypass path. 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.
ついで紫外線殺菌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 through the water supply pipe system from the elevated water tank is sterilized by ultraviolet rays in an ultraviolet sterilizer, bacteria in the water supply is sterilized, and the pipes are finished 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を防止しつ
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 final cleaning, the first and second cleaning systems are removed from both the pumping pipe system and the water supply pipe system, but the ultraviolet sterilizer is not removed and the water inside the water supply pipe is continuously sterilized with ultraviolet light to eliminate bacteria. By continuing to prevent breeding, the above cleaning effect is maintained and slime,
This prevents the occurrence of rust and rust lumps (second invention).
以下この発明の実施例を説明する。建物の内容
により給配水管の全体構造は色々と異なるが、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、高架
水槽4の2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。
Examples of the present invention will be described below. Although the overall structure of the water supply and distribution pipes varies depending on the contents of the building, it still includes the water supply and distribution pipe's receiving tank 1, pump 2, pumping pipe 3, and the pumping pipe system 5 that reaches the elevated water tank 4, and the elevated water tank 4. The water supply pipe system 9 can be roughly divided into a water supply pipe system 9 extending from the vicinity of the secondary side 6 through a water supply pipe 7 to a water supply faucet 8, and the pumping pipe system 5 and the water supply pipe system 9, which are roughly divided, are each subjected to a first cleaning. A system 10 and a second cleaning system 11 are incorporated.
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1
8、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14の2次側と揚水ポンプ2の
2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11000ppm(1/m3)の高濃度で、
1.19g/h(1/m3)のオゾン発生量にして、内
蔵ポンプにて4Kg/cm2の吐出圧力をかけて管路に
供給するものである。そして全体を小型、軽量
で、把手25を介し持ち運びし易いボツクスタイ
プのものとしてあり、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17で流体圧が掛かつているため4Kg/cm2
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は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26の1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
でそこを通る水をミクロ化しつつガス(オゾン)
を充分に液体(流水)に混入せしめるようにして
ある。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。 The first cleaning system 10 includes a cleaning pump 17 and a flow meter 1.
8. Ozone mixer 20 with ozone generator 19
Sequentially, on the secondary side of the drainage tank 14 and the secondary side of the pump 2, place 21 as close to the starting end of the pumping pipe 3 as possible.
It is used for cleaning the pumping pipe system by interposing and connecting it between the pipe and the pipe. A centrifugal pump is used as the cleaning pump 17, and the flow meter 18 has a float rod 22.
A floating flow meter that allows you to visually check the level of floating on the scale plate 23 can be used. The ozone generator 19 is of a silent discharge type, and receives oxygen from the oxygen cylinder 24 and generates it at a high concentration of 11000 ppm (1/m 3 ).
The amount of ozone generated is 1.19g/h (1/m 3 ), and a discharge pressure of 4Kg/cm 2 is applied by a built-in pump to supply the ozone to the pipeline. The entire device is small and lightweight, and is a box-type device that is easy to carry via the handle 25, so that it can be transported and installed even in places with limited space. The first cleaning system 10 has a fluid pressure of 4 kg/cm 2 due to the fluid pressure applied by the cleaning pump 17.
Highly concentrated ozone is mixed into the line under high pressure of and further via an ozone mixer 20. The ozone mixer 20 has a primary side connected to the flow meter 18 and a secondary side connected to a part 21 near the starting end of the pumping pipe 3, and has an ozone introduction nozzle near the inlet of the primary side of the cylindrical body 26. 27 is facing, and a mixing rod 28 is disposed in the longitudinal direction inside the cylindrical body 26.
It micronizes the water passing through it and converts it into gas (ozone).
The liquid (flowing water) is sufficiently mixed with the liquid (flowing water). In Figure 2, 29 is an oxygen pressure regulator, 30 is an oxygen hose, 31 is an oxygen flow meter, 32 is a power cord,
33 each indicates an ozone hose.
第1洗浄系10のオゾンミキサー20の2次側
からは洗浄管34が受水槽1に延設され且つ第1
バイパス管35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 20 of the first cleaning system 10 to the water receiving tank 1, and
A bypass pipe 35 extends to the drainage tank 14.
第2洗浄系11は高架水槽4の2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3
6、流量計37、オゾン発生機38付きのオゾン
ミキサー39を順次在・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4の1次側とオゾンミキサー39
の2次側とを接続している。 The second cleaning system 11 has a cleaning pump 3 installed at a site 6 as close as possible to the starting end of the water supply pipe 7 on the secondary side of the elevated water tank 4.
6. A flow meter 37 and an ozone mixer 39 with an ozone generator 38 are installed and connected in order to clean the water supply pipe system. These cleaning pump 36, flow meter 37, and ozone mixer 39 with ozone generator 38 have the same contents as those of the first cleaning system 10, so a description thereof will be omitted. 40 is a second bypass pipe, which connects the primary side of the elevated water tank 4 and the ozone mixer 39.
It is connected to the secondary side of the
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3バイパス管41〕と1次側2次
側の開閉弁42,43とを有する紫外線殺菌装置
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を形成す
る。紫外線殺菌装置44は二重の石英管45で支
外線ランプ本体46を囲んで紫外線ランプ47と
したものを複数本(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
外線の照射を受け流水中のバクテリアが殺菌され
る。尚51は音響センサーで、石英管45がウオ
ターハンマーで損傷を受け亀裂が入つた場合その
他紫外線ランプ47に異常が発生した場合を検出
して1次側2次側の開閉弁42,43を自動的に
閉鎖せしめるようにしている。 As described above, the first cleaning system 10 and the second cleaning system 11 are combined with the pumping pipe system 5 and the water supply pipe system 9, and furthermore, the bypass passage [third bypass pipe 41] and the on-off valve 42 on the primary side and the secondary side, 43 and the ozone mixer 39 of the second cleaning system 11.
A finishing cleaning system 45 is formed by intervening and connecting to the next side. The ultraviolet sterilizer 44 includes a plurality of ultraviolet lamps 47 (four in FIG. 4) suspended inside a stainless steel vertical cylindrical case 48, with a double quartz tube 45 surrounding the branch line lamp body 46. condition. The running water enters the inside of the case 48 from the inlet 49, fills up there, and flows to the water supply pipe 7 from the outlet 50, but inside the case 48, it is irradiated with ultraviolet light from the ultraviolet lamp 47, and bacteria in the running water are sterilized. Reference numeral 51 is an acoustic sensor that detects when the quartz tube 45 is damaged by water hammer and cracks, or when any other abnormality occurs in the ultraviolet lamp 47, and activates the on-off valves 42 and 43 on the primary and secondary sides. I am trying to have it close automatically.
以上の第1洗浄系10、第2洗浄系11、仕上
洗浄系45、排水系15を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。 By forming the above-described first cleaning system 10, second cleaning system 11, finishing cleaning system 45, and drainage system 15 in combination with a water supply pipe of a building, the following cleaning process is performed.
(A) 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、錆及び錆こぶを上記排水タンク14
に除去・流出させ且つ排水管系15より取り出
す。このとき、第1洗浄系10と第2洗浄系1
1とで併せて両管系10,11のオゾン洗浄が
出来、洗浄時間が相当短縮される。洗浄処理時
間は建物の大きさにもよるが8階建てのオフイ
スビルで2目間程にできる。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。(A) While injecting high concentration ozone into the flowing water in both the pumping pipe system 5 and the water supply pipe system 9, the slime, rust, and rust lumps in each pipe system are removed from the drainage tank 14.
The waste water is removed and drained, and taken out from the drain pipe system 15. At this time, the first cleaning system 10 and the second cleaning system 1
In combination with 1, both pipe systems 10 and 11 can be cleaned with ozone, and the cleaning time can be considerably shortened. The cleaning process time depends on the size of the building, but it can be done in about 2 hours for an 8-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 by ultraviolet rays in an ultraviolet sterilizer 44 for final cleaning. This ultraviolet sterilization kills bacteria and prevents the recurrence of slime, rust, and rust lumps.
(B) 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を経て給水管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
を併せて洗浄出来、また受水槽1の洗浄は以下
に述べる仮設給水系52を断水状態にして、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バイパス管40を利用
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。(B) The elevated water tank 4 and the water receiving tank 1 will be cleaned by the first cleaning system 10. The flowing water from the lift pipe 3,
When the water flows through the elevated water tank 4 to the water supply pipe 7, the first cleaning system 10 performs ozone cleaning, and the elevated water tank 4 along with the water pumping pipe 3.
In addition, the water receiving tank 1 can be cleaned by turning off the temporary water supply system 52 described below and applying ozone-containing running water from the first cleaning system 10 to the cleaning pipe 34. Note that the elevated water tank 4 may be cleaned with ozone from the second cleaning system 11 by using the second bypass pipe 40.
(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り仕
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。この仮設給水系52は既設の給水管をい
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
受水槽1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。無論給配水管の洗浄の
際、別途生活用水を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。 By the way, FIG. 1 shows a temporary water supply system 52. This temporary water supply system 52 makes it possible to separately supply drinking water and other water for daily use during the above-mentioned cleaning by putting the existing water supply pipe into a so-called water cut-off state, and includes a temporary pump 53, a pressure tank 54, and a water receiving tank. 1 is provided with a temporary pipe 55 having one end connected to the water tap 8 at the other end. Of course, this temporary water supply system 52 is unnecessary if there is no need to separately supply domestic water when cleaning the water supply pipes.
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の流方より第1、第2洗浄
系10,11を撤去するが上記紫外線殺菌装置4
4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、錆及び錆こぶ発生し易い管
系であり、ここに紫外線殺菌装置44を配し続け
ることにより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を持続せしめ
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 first and second cleaning systems 10 and 11 are removed from the flow direction of the water pumping pipe system 5 and the water supply pipe system 9, but the ultraviolet sterilizer 4 is removed.
No. 4 is left in place without being removed so that water can be supplied after the fact with ultraviolet sterilization. Compared to the pumping pipe system 5, the water supply pipe system 9 is a pipe system in which water flows every time the water tap 8 is opened, and is more likely to generate slime, rust, and rust lumps than the pumping pipe system 5, and an ultraviolet sterilizer 44 is arranged here. By continuing to do so, the flowing water of the water supply pipe system 9 is actively and intensively sterilized, preventing the re-occurrence of slime, rust, and rust lumps, and at the same time sustaining the cleaning effect.
この発明は以上説明してきた如き内容なので、
建物の給水管系を比較的手間を掛けずに、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)、又スラ
イム、錆及び錆こぶの再発生を防止しつつ洗浄効
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
系に用いて給水管系を蘇らせ、赤水発生を防止出
来るものである。
Since this invention is as explained above,
The water supply pipe system of a building can be cleaned in a short time using a simple device with relatively little effort and without introducing solids such as abrasives into the pipe (first invention). It has the excellent advantage of maintaining a cleaning effect while preventing the reoccurrence of rust and rust lumps, and is economical with short processing times, so it is used in the water supply pipe systems of many buildings to revive the water supply pipe system. This can 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、給水管系のより一層徹
底した洗浄が出来、その分洗浄後の給水管系の維
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 example, the water supply pipe system can be cleaned more thoroughly, and maintenance of the water supply pipe system 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3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
−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、2
0……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。
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 equipment that becomes the first cleaning system, and Fig. 3 is an ozone mixer used in the first cleaning system. 4 is a sectional view of the ultraviolet sterilizer, and FIG. 5 is a cross-sectional view taken along the arrow line in FIG. 4. 1... Water 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... No. 2 Cleaning system, 15... Drainage system, 19... Ozone generator, 2
0... Ozone mixer, 44... Ultraviolet sterilizer, 45... Finish cleaning system, 52... Temporary water supply system.
Claims (1)
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。 2 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。[Scope of Claims] 1. A water supply pipe system that connects the water supply and distribution pipes of a building to a water tank, a water pump, a water pump, a water tank, and an elevated water tank, and a water supply pipe that extends from the vicinity of the secondary side of the elevated water tank to a water supply faucet. A drainage tank with a drain pipe is combined at the end of the above water supply pipe to form the drainage system, and a cleaning pump, flow meter, and ozone mixer with an ozone generator are sequentially connected to the secondary side of the drainage tank and pumping water. A first pipe for cleaning the pumping pipe system that is interposed and connected to a part of the pump on the secondary side of the pump as close as possible to the starting end of the pumping pipe.
A cleaning system is formed, and a cleaning pump, a flow meter, and an ozone mixer equipped with an ozone generator are successively interposed and connected to the secondary side of the elevated water tank as close as possible to the starting end of the water supply pipe to clean the water supply pipe system. A second cleaning system is formed, and an ultraviolet sterilizer having a bypass path and an on-off valve on the primary and secondary sides is interposed and connected to the secondary side of the ozone mixer of the second cleaning system to form a final cleaning system. , While injecting high concentration ozone into the flowing water in both the pumping pipe system and the water supply pipe system, the slime, rust, and rust lumps in each pipe system are removed and drained into the above drainage tank, and from the drainage pipe system. A method for cleaning water supply and distribution pipes, which is characterized by taking out the water, and then using an ultraviolet sterilizer to sterilize the flowing water of the water supply pipe system from an elevated water tank with ultraviolet rays for final cleaning. 2 Separate the water supply and distribution pipes of the building into a water receiving tank, a water pump, a water pump, and a water pipe system that reaches the elevated water tank, and a water supply pipe system that runs from the vicinity of the secondary side of the elevated water tank via the water service pipe to the water tap. A drainage tank with a drain pipe is combined at the end of the above water supply pipe 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 pipe for cleaning the pumping pipe system, which is interposed and connected to the part of the pumping pipe as close as possible to the starting end.
A cleaning system is formed, and a cleaning pump, a flow meter, and an ozone mixer equipped with an ozone generator are successively interposed and connected to the secondary side of the elevated water tank as close as possible to the starting end of the water supply pipe to clean the water supply pipe system. A second cleaning system is formed, and an ultraviolet sterilizer having a bypass path and an on-off valve on the primary and secondary sides is interposed and connected to the secondary side of the ozone mixer of the second cleaning system to form a final cleaning system. , While injecting highly concentrated ozone into the flowing water in both the pumping pipe system and the water supply pipe system, the slime, rust, and rust lumps in each pipe system are removed and drained into the above drainage tank, and from the drainage pipe system. Then, the water flowing from the water supply pipe system from the elevated water tank is sterilized with ultraviolet rays using an ultraviolet sterilizer, and the water from both the pumping pipe system and the water supply pipe system is cleaned after finishing cleaning.
A method for cleaning water supply and distribution pipes, characterized in that the cleaning system is removed, but the ultraviolet sterilizer is left in place, so that ultraviolet sterilized water can be continuously supplied after the fact.
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 JPS6372395A (en) | 1988-04-02 |
| JPH0244597B2 true 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) |
Families Citing this family (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
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6372395A (en) | 1988-04-02 |
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