JP2007021297A - Device for removing sludge in pipe - Google Patents

Device for removing sludge in pipe Download PDF

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JP2007021297A
JP2007021297A JP2005203825A JP2005203825A JP2007021297A JP 2007021297 A JP2007021297 A JP 2007021297A JP 2005203825 A JP2005203825 A JP 2005203825A JP 2005203825 A JP2005203825 A JP 2005203825A JP 2007021297 A JP2007021297 A JP 2007021297A
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pipe
water
turbidity
discharge
water distribution
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Toshifumi Ookihata
敏文 大木畑
Masaki Abe
正樹 安倍
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Ishigaki Co Ltd
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Ishigaki Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for removing sludge in a pipe, which is temporarily fitted to a hydrant or near a construction object water pipe so as to discharge sludge flowing at the pipe bottom without causing water-cut in the water pipe. <P>SOLUTION: A discharge pipe 4 is provided in a branch pipe 2 branched from the water pipe 1, the branch pipe 2 and discharge pipe 4 are connected to a suction side and a discharge side of a circulation pipe 7, respectively, a tip end part 4a of the discharge pipe 4 is opened toward an inner wall of an upstream side 1A of the water pipe 1, and a downwardly sloped baffle plate 8 is formed and disposed toward the other inner wall of the upstream side 1A near the tip end part 4a of the discharge pipe 4. A whirling flow A generated along the inner wall of the water pipe 1 floats and fluidizes sludge B on the pipe bottom 1b along the inner wall, and the floated-up sludge B is guided with the baffle plate 8. While resettling of the sludge B is prevented by the baffle plate 8, the sludge B is made to flow into the branch pipe 2 by causing water to flow to the suction side. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、上水、工業用水などの配水管から流水を抜き出して、流水に含まれる濁質を除去した後、分離水を配水管に返送する管内濁質除去装置の改良に関する。   The present invention relates to an improvement in an in-pipe turbidity removing device that draws running water from a distribution pipe such as tap water or industrial water, removes turbidity contained in the running water, and returns separated water to the distribution pipe.

配水管の補修工事、取替え工事を行った場合、或いは、配管の老朽化等から、砂粒、金属錆、塗装片等の濁質が配水管内に混入する。これらの濁質のうち、比重の大きい濁質や、形状の大きい濁質は配水管の管底を移動し、或いは堆積する。従来の配水管の流水に含まれる濁質の除去方法としては、配水管に設置した消火栓にホース等を取付け、流水の放水とともに濁質を排出する洗管作業が主流となっている。この場合、配水管から消火栓に抜出す水の流速が速くないと、配管中の濁質の排出が難しく多量の水を必要とする。水の有効利用から問題であり、洗浄ポイントが多くなると作業時間も長くなる。そして、この洗管作業に類似する方法としては、配水管に配設したT字型分岐管に弁体を設け、通常時は流路と平行にして流水を流下させ、必要時に上下流の一方を遮断して、流水中の濁質を消火栓側に排出するバルブ付消火栓用T字管は、例えば、特許文献1に記載してあるように公知である。また、配水管の流路に濁質の移動を遮断するスクリーンを張設し、スクリーンの直前の管底に開閉弁を有するゴミ収集管を配設し、ゴミ収集管から分岐させた循環管を上流側の配水管に連通させて、その開口近傍に水流を遮る壁体を備えた異物除去装置も、例えば、特許文献2に記載してあるように公知である。   When repairing or replacing the water pipe, or due to aging of the pipe, turbidity such as sand particles, metal rust, and paint pieces enter the water pipe. Among these turbid substances, turbid substances having a large specific gravity or turbid substances having a large shape move or deposit on the bottom of the water distribution pipe. As a conventional method for removing turbidity contained in the running water of the water distribution pipe, a washing pipe work in which a hose or the like is attached to a fire hydrant installed in the water distribution pipe and the turbidity is discharged together with the discharge of the running water is the mainstream. In this case, unless the flow rate of the water extracted from the water distribution pipe to the fire hydrant is fast, it is difficult to discharge the turbidity in the pipe, and a large amount of water is required. This is a problem from the effective use of water, and the working time increases as the number of cleaning points increases. And as a method similar to this washing operation, a valve body is provided in a T-shaped branch pipe arranged in the water distribution pipe, and in a normal time, the flowing water flows down in parallel with the flow path, and when necessary, one of the upstream and downstream A T-tube for a fire hydrant with a valve that shuts off and discharges turbidity in running water to the fire hydrant side is known, for example, as described in Patent Document 1. In addition, a screen that blocks the movement of turbidity is stretched in the flow path of the water distribution pipe, and a dust collection pipe having an open / close valve is provided at the bottom of the pipe immediately before the screen, and a circulation pipe branched from the dust collection pipe is provided. A foreign matter removing apparatus that includes a wall body that communicates with an upstream water distribution pipe and blocks the water flow in the vicinity of the opening is also known as described in, for example, Patent Document 2.

特開2002−161559号公報(段落番号0008及び段落番号0009、図1A)JP 2002-161559 (paragraph number 0008 and paragraph number 0009, FIG. 1A) 特許第2728325号公報(請求項1、図1)Japanese Patent No. 2728325 (Claim 1, FIG. 1)

配水管路の流水に含まれる濁質の粒径が概略0.1〜4.8mmの砂や錆は、流速が0.4m/sec以上になると管底を流れ始め、管底から管中央部にかけて多く流れることが解明されている。消火栓から濁質を排出する従来の方法は、配水管の分岐部内側付近に局所的な乱流を発生させ、乱流に乗って濁質を消火栓に移動させている。消火栓からの濁質の排出は上向流で行うため、比重の大きい砂や錆等は排出効果が悪い。多量の水を排水しなければ異物を除去できず、異物の排出設備の役目を充分に果していない。また、配水管の流水の流れが速すぎると消火栓に濁質が流入しない恐れがある。   Sand and rust with a particle size of turbidity contained in the running water of the water distribution pipe approximately 0.1 to 4.8 mm starts to flow at the bottom of the pipe when the flow velocity becomes 0.4 m / sec or more. It has been elucidated that it flows a lot during the period. In the conventional method of discharging turbidity from the fire hydrant, local turbulent flow is generated near the inside of the branch portion of the water distribution pipe, and the turbidity is moved to the fire hydrant by riding on the turbulent flow. Since turbidity is discharged from the fire hydrant in an upward flow, sand, rust, etc. with large specific gravity are not effective in discharging. Foreign matter cannot be removed unless a large amount of water is drained, and the function of the foreign matter discharge facility is not fully fulfilled. Moreover, if the flow of running water in the water pipe is too fast, turbidity may not flow into the fire hydrant.

従来のバルブ付消火栓用T字管は、流路の半分を遮断すると消火栓に抜出す水の流速が速くなり、効果的に濁質除去が行えるが、通常時はバルブの弁体を流路と平行にするため、流路の流水抵抗となる。そして、濁質除去が必要な場所にバルブ付消火栓用T字管を設置すると、配水管から排出する洗浄排水量が大量となり、設置後の維持費が多く発生する。そして、既設の水道配水管等に取付ける従来の埋設型異物除去装置は、スクリーンで捕集した濁質が管底のごみ収集管に流入し、開閉弁を開けば水圧差で排出でき、良好な濁質の除去が行える利点がある。しかし、微細粒子が多量に流入してくると、スクリーンは目幅以下のものまで捕捉してケーキろ過となる。圧力損失が増大すると流体管を断水しなければスクリーンを洗浄できず、手洗浄では人手を要し、自動化では電気機器等が必要となる。抵抗物であるスクリーンを流水中に入れることは、水流抵抗が大きくなり好ましくない。この発明は、消火栓や工事対象配水管近傍に一時的に設置が可能で、配水管の断水を発生させずに、管底を流動する比重の大きい砂や錆等の濁質が排出できる管内濁質除去装置を提供する。   The conventional T-tube for valve-equipped fire hydrant cuts half of the flow path to increase the flow rate of the water drawn into the fire hydrant and effectively remove turbidity. Normally, the valve body of the valve is used as the flow path. Since it is parallel, it becomes the flow resistance of the flow path. If a T-tube with a fire hydrant with a valve is installed in a place where turbidity removal is required, the amount of washing drainage discharged from the water distribution pipe becomes large, resulting in a large maintenance cost after installation. And the conventional buried type foreign matter removal device attached to the existing water distribution pipes, etc. is good because the turbidity collected by the screen flows into the garbage collection pipe at the bottom of the pipe and can be discharged by the water pressure difference if the on-off valve is opened. There is an advantage that turbidity can be removed. However, if a large amount of fine particles flows in, the screen captures the screen below the mesh width and becomes cake filtration. If the pressure loss increases, the screen cannot be washed unless the fluid pipe is cut off, and manual washing requires manpower, and automation requires electrical equipment. It is not preferable to put a screen, which is a resistor, into running water because the water flow resistance increases. This invention can be temporarily installed in the vicinity of a fire hydrant and a distribution pipe to be constructed, and can turbidity in the pipe that can discharge turbid substances such as sand and rust with a large specific gravity flowing through the pipe bottom without causing water breakage of the distribution pipe. A quality removal device is provided.

この発明の管内濁質除去装置の要旨は、配水管の流水を循環配管に抜き出して、流水中に含まれる濁質を濁質除去ユニットで分離した後、分離水を配水管に返送する濁質回収装置において、配水管から分岐した分岐管に吐出し管を内設し、分岐管と吐出し管を循環配管の吸込側と吐出側にそれぞれ接続すると共に、吐出し管の先端部を下り勾配に形成して、配水管の上流側の内周壁に向かって開口し、吐出し管の先端部の近傍に、下り勾配に形成したバッフル板を上流側の他方の内周壁に向かって配設したもので、吐出し管からの吐出水が配水管の内周壁に沿って旋回流を発生させ、管底を流下する濁質と、堆積する濁質を浮遊・流動化させて、他方側の内周壁に沿って浮き上がらせた濁質をバッフル板で案内し、流水の吸込水に伴って分岐管へ流入させることができる。そして、分岐部の水流の乱れによる濁質の再沈降をバッフル板で阻止し、配水管の流水に対して吐出側の旋回流がカーテン状となり、濁質の下流への流出を防止する。また、配水管の管底を移動する濁質だけでなく、管全体を濁質除去の対象とすることが可能となる。   The gist of the in-pipe turbidity removal apparatus according to the present invention is to remove the turbidity contained in the running water by extracting the running water from the water distribution pipe to the circulation pipe, and then separating the turbidity in the turbidity removal unit and returning the separated water to the water distribution pipe. In the recovery device, a discharge pipe is installed in the branch pipe branched from the water distribution pipe, and the branch pipe and the discharge pipe are respectively connected to the suction side and the discharge side of the circulation pipe, and the tip of the discharge pipe is inclined downward. The baffle plate formed in a descending gradient is disposed toward the other inner peripheral wall on the upstream side in the vicinity of the tip end portion of the discharge pipe. The discharge water from the discharge pipe generates a swirling flow along the inner peripheral wall of the water distribution pipe, and the suspended turbidity flowing down the bottom of the pipe and the suspended turbidity are suspended and fluidized, The turbidity floating along the peripheral wall is guided by a baffle plate and branched along with the suction water of the running water It can be made to flow to. Then, re-sedimentation of the turbidity due to the disturbance of the water flow at the branching portion is prevented by the baffle plate, and the swirling flow on the discharge side becomes a curtain shape with respect to the flowing water of the distribution pipe, thereby preventing the turbidity from flowing downstream. Further, not only the turbidity moving on the bottom of the water distribution pipe but also the entire pipe can be the target of turbidity removal.

濁質の回収装置は配水管に設置する消火栓を利用してもよく、消火栓に配管ユニットを着脱自在に連結し、配管ユニットに消火ホースの接続口と、循環配管の吸込側の接続口と、吐出側の接続口をそれぞれ開口すると共に、配管ユニットに内設した吐出し管を吐出側の接続口に接続して消火栓に垂下し、吐出し管の先端部を下り勾配に形成して、配水管の上流側の内周壁に向かって開口し、吐出し管の先端部の近傍に、下り勾配に形成したバッフル板を上流側の他方の内周壁に向かって配設したもので、消火栓を利用して管底の大径濁質を浮遊・流動化させて排出することができ、配管ユニットを取外すことなく、消火活動を行うこともできる。そして、吐出し管の先端部の近傍に配設するバッフル板は、吐出し管の先端部に外嵌して、吐出し管をバッフル板とともに配水管から抜出し可能とすれば、
工事対象配水管近傍に一時的に取り付けが可能となり、現地施工とメンテナンスが簡単で設置スペースの小さい管内濁質除去装置となる。
The turbidity collection device may use a fire hydrant installed in the water pipe, and a pipe unit is detachably connected to the fire hydrant. A fire hose connection port, a circulation pipe suction side connection port, Each outlet port on the discharge side is opened, and a discharge pipe installed in the piping unit is connected to the connection port on the discharge side and hung on the fire hydrant, and the tip of the discharge pipe is formed in a downward slope. A baffle plate that opens toward the inner peripheral wall on the upstream side of the water pipe and has a downward slope near the tip of the discharge pipe is arranged toward the other inner peripheral wall on the upstream side. As a result, the large-diameter turbidity at the bottom of the tube can be floated, fluidized and discharged, and fire extinguishing activities can be performed without removing the piping unit. And if the baffle plate arranged in the vicinity of the tip of the discharge pipe is externally fitted to the tip of the discharge pipe, the discharge pipe can be extracted from the water distribution pipe together with the baffle plate.
It can be temporarily installed in the vicinity of the distribution pipe to be constructed, and it becomes a pipe turbidity removal device with a small installation space that can be easily installed and maintained on site.

この発明に係わる管内濁質除去装置は、上記のように構成してあり、特別な固定構造物を配置する必要がなく経済的である。そして、砂の混入や錆の剥離が予想される流域の配水管に一時的に取り付けが可能となり、管内濁質除去装置を固定化する必要がない。また、消火栓を利用すれば、消火栓に設置する濁質除去ユニットの機器類が配水管に固定されていないため、配水管の断水状態等の不測の事態が発生せず、安定した水道水等の供給が行える。更に、配管ユニットを取外すことなく、消火活動が行なえる。   The in-pipe turbidity removal apparatus according to the present invention is configured as described above, and is economical because it does not require any special fixed structure. And it becomes temporarily possible to attach to the water pipe of the basin where sand mixing and rust peeling are expected, and it is not necessary to fix the turbidity removal device in the pipe. In addition, if a fire hydrant is used, the turbidity removal unit equipment installed in the fire hydrant is not fixed to the water distribution pipe, so there will be no unforeseen circumstances such as water outage of the water distribution pipe, and stable tap water, etc. Supply is possible. Furthermore, fire extinguishing activities can be performed without removing the piping unit.

この発明に係る管内濁質除去装置を図面に基づき詳述すると、図1は配水管から濁質を抜出すための分岐管の縦断面図であって、上水、工業用水等の配水管1に円筒状の分岐管2が立設してあり、分岐管2の上部側壁に吸込側の吸込管3を連結し、吐出側の吐出し管4を分岐管の天壁の接続口2aに支架して、分岐管2の内部に垂下してある。分岐管2に連結した吸込管3の後端部と吐出し管4の基端部に開閉弁5、6を介して循環配管7が接続してある。開閉弁5、6を開放して配水管1の濁質を含む流水を分岐管2に流入させ、吸込管3から循環配管7に供給し、循環配管7の分離水を吐出し管4から配水管1に返送させるようにしてある。   The pipe turbidity removal apparatus according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a longitudinal sectional view of a branch pipe for extracting turbidity from a water distribution pipe, and is a water distribution pipe 1 for drinking water, industrial water or the like. A cylindrical branch pipe 2 is erected, and a suction pipe 3 on the suction side is connected to the upper side wall of the branch pipe 2, and the discharge pipe 4 on the discharge side is supported on the connection port 2a on the top wall of the branch pipe. Then, it hangs down inside the branch pipe 2. A circulation pipe 7 is connected to the rear end portion of the suction pipe 3 connected to the branch pipe 2 and the base end portion of the discharge pipe 4 via on-off valves 5 and 6. The on-off valves 5 and 6 are opened to allow the running water containing turbidity in the water distribution pipe 1 to flow into the branch pipe 2, to be supplied from the suction pipe 3 to the circulation pipe 7, and the separated water in the circulation pipe 7 is discharged from the pipe 4. It is made to return to the water pipe 1.

図2乃至図4は配水管と分岐管の分岐部の要部拡大図であって、配水管に立設した分岐管の分岐部の拡大図である。分岐管2に垂下させた吐出し管4の先端部4aを下り勾配に形成し、配水管1の内周壁の上流側1Aに向かって開口してある。吐出し管4の先端部4aの上側部分にバッフル板8が外嵌してあり、吐出し管4の先端部4aとは反対側の、上流側の内周壁に向かって下り勾配に形成してある。吐出し管4の先端部4aに外嵌したバッフル板8は、吐出し管4とともに配水管1から抜出し可能としてある。図2に示すように、濁質を分離した吐出し管4からの吐出水が、配水管1の内周壁1aに沿って旋回流Aを発生させ、管底1bを流動または堆積する濁質Bを浮遊・流動化させて、他方側の内周壁に沿って浮き上がらせた濁質Bをバッフル板8で案内して流水の吸込流に伴って分岐管2へ流入させる。また、バッフル板8は配水管1と分岐管2の分岐部Cの水流の乱れによる濁質Bの再沈降を阻止する。配水管1の流水に対して吐出側の旋回流Aがカーテン状となり、濁質Bの下流への流出を防止する。流水に含まれる濁質Bは、配水管8の管底1bを移動する濁質Bだけでなく、配水管1の全体を濁質除去の対象とすることが可能となる。   2 to 4 are enlarged views of main parts of a branch portion of the water distribution pipe and the branch pipe, and are enlarged views of the branch portion of the branch pipe erected on the water distribution pipe. A tip end portion 4 a of the discharge pipe 4 suspended from the branch pipe 2 is formed in a downward slope and is opened toward the upstream side 1 </ b> A of the inner peripheral wall of the water distribution pipe 1. A baffle plate 8 is externally fitted to the upper portion of the distal end portion 4a of the discharge pipe 4, and is formed in a downward slope toward the inner peripheral wall on the upstream side opposite to the distal end portion 4a of the discharge pipe 4. is there. The baffle plate 8 fitted around the distal end portion 4 a of the discharge pipe 4 can be extracted from the water distribution pipe 1 together with the discharge pipe 4. As shown in FIG. 2, the discharge water from the discharge pipe 4 from which the turbidity has been separated generates a swirling flow A along the inner peripheral wall 1a of the water distribution pipe 1, and the turbidity B flows or deposits on the pipe bottom 1b. Is suspended and fluidized, and the suspended matter B floating along the inner peripheral wall on the other side is guided by the baffle plate 8 and flows into the branch pipe 2 along with the suction flow of running water. Further, the baffle plate 8 prevents re-sedimentation of the turbid B due to the turbulence of the water flow in the branch portion C of the distribution pipe 1 and the branch pipe 2. The swirling flow A on the discharge side with respect to the flowing water of the water distribution pipe 1 has a curtain shape, and prevents the turbid B from flowing out downstream. The turbidity B contained in the flowing water can be used not only for the turbidity B moving on the pipe bottom 1b of the water distribution pipe 8, but also for the entire water distribution pipe 1 as a turbidity removal target.

図5は配水管に設置した消火栓を利用する実施例であって、配水管1に設置してある消火栓9に配管ユニット10が着脱自在に連結してあり、配管ユニット10の上部側壁に二股状の吸込管11が形成してある。吸込管11にそれぞれ開閉弁12、13を設けた消火ホース14の接続口15と、循環配管7への吸込側の接続口16が設けてある。配管ユニット10の天壁を貫通して垂下した吐出し管17が、配管ユニット10の天壁の接続口18に支架してあり、吐出し管17の上端部に設けた開閉弁19を分離水の戻し側の循環配管7に接続してある。循環配管7に接続した開閉弁13、19を開放して配水管1の濁質を含む流水を配管ユニット10に流入させ、配管ユニット10から循環配管7に供給し、循環配管7の吐出側の分離水を吐出し管17から配水管1に返送させる。なお、消火栓9に配設してある開閉弁(図示せず)は開放状態でその内部に吐出し管17を挿通してある。   FIG. 5 shows an embodiment using a fire hydrant installed in a water distribution pipe. A pipe unit 10 is detachably connected to a fire hydrant 9 installed in the water distribution pipe 1, and a bifurcated shape is formed on the upper side wall of the pipe unit 10. The suction pipe 11 is formed. A connection port 15 of a fire hose 14 provided with on-off valves 12 and 13 in the suction pipe 11 and a connection port 16 on the suction side to the circulation pipe 7 are provided. A discharge pipe 17 penetrating through the top wall of the piping unit 10 is suspended from the connection port 18 on the top wall of the piping unit 10, and an on-off valve 19 provided at the upper end of the discharge pipe 17 is separated by water. Is connected to the circulation pipe 7 on the return side. The on-off valves 13 and 19 connected to the circulation pipe 7 are opened, and flowing water containing turbidity in the distribution pipe 1 flows into the pipe unit 10, is supplied from the pipe unit 10 to the circulation pipe 7, and is connected to the discharge side of the circulation pipe 7. The separated water is discharged and returned from the pipe 17 to the water distribution pipe 1. Note that an open / close valve (not shown) provided in the fire hydrant 9 is opened and a discharge pipe 17 is inserted therein.

図2および図3に示すように、消火栓9に垂下した吐出し管17の先端部17aを下り勾配に形成して配水管1の内周壁1aの上流側1Aに向かって開口してある。吐出し管17の先端部17aの上側部分にバッフル板20が外嵌してあり、吐出し管17の先端部17aとは反対側の、上流側1Aの内周壁に向かって下り勾配に形成してある。消火栓9を利用して管底1bの大径濁質を浮遊・流動化させて除去することができ、配管ユニット10の吸込管11に配設した接続口15に消火ホース14を接続して開閉弁12を開放すれば、配管ユニット10を取外すことなく消火活動が行なえる。消火栓9を利用すれば、消火栓9に設置する配管ユニット10の機器類が配水管1に固定されていないため、配水管1の断水状態等の不測の事態が発生せず、安定した水道水等の供給が行える。   As shown in FIGS. 2 and 3, the distal end portion 17 a of the discharge pipe 17 suspended from the fire hydrant 9 is formed in a downward slope and opens toward the upstream side 1 </ b> A of the inner peripheral wall 1 a of the water distribution pipe 1. A baffle plate 20 is externally fitted to the upper portion of the distal end portion 17a of the discharge pipe 17, and is formed in a downward slope toward the inner peripheral wall of the upstream side 1A on the opposite side of the distal end portion 17a of the discharge pipe 17. It is. The large-diameter turbidity of the pipe bottom 1b can be removed by floating and fluidizing using the fire hydrant 9, and the fire hose 14 is connected to the connection port 15 provided in the suction pipe 11 of the piping unit 10 to open and close it. If the valve 12 is opened, fire extinguishing activities can be performed without removing the piping unit 10. If the fire hydrant 9 is used, since the equipment of the piping unit 10 installed in the fire hydrant 9 is not fixed to the water distribution pipe 1, an unexpected situation such as a water cut-off state of the water distribution pipe 1 does not occur, and stable tap water, etc. Can be supplied.

図6は配水管に配設する管内濁質除去装置のフローチャートであって、消火栓9に連結した配管ユニット10に形成した吸込側の接続口16と吐出し管17の基端部にそれぞれ接続した循環配管7に濁質除去ユニット21が配設してある。濁質除去ユニット21は配水管1の濁質を含む流水を、循環配管7に吸引する吸水ポンプ22と、流水に含まれる浮遊物、錆、砂等の比較的大きい固形物を分離するストレーナ23と、微細粒子を分離する膜装置24が配設してある。膜装置24を設置すれば、水道水に含まれる赤水等の原因となる微細な鉄錆の除去も可能となる。ストレーナ23と膜装置24が目詰まりした時に、循環配管7の流路を切り替える開閉弁25・・・が配設してあり、濁質除去ユニット21に配設した自家発電機26と制御盤27で吸水ポンプ22と開閉弁25・・・を操作して、逆洗して洗浄排水を排出する。   FIG. 6 is a flow chart of the turbidity removal apparatus in the pipe disposed in the water distribution pipe, which is connected to the suction side connection port 16 and the base end of the discharge pipe 17 formed in the piping unit 10 connected to the fire hydrant 9. A turbidity removal unit 21 is disposed in the circulation pipe 7. The turbidity removal unit 21 includes a water absorption pump 22 that sucks the flowing water containing the turbidity in the distribution pipe 1 into the circulation pipe 7 and a strainer 23 that separates relatively large solids such as floating substances, rust, and sand contained in the flowing water. And a membrane device 24 for separating fine particles. If the membrane device 24 is installed, it is possible to remove fine iron rust that causes red water and the like contained in tap water. When the strainer 23 and the membrane device 24 are clogged, an on-off valve 25... For switching the flow path of the circulation pipe 7 is provided, and the private generator 26 and the control panel 27 provided in the turbidity removal unit 21 are provided. Then, the water suction pump 22 and the on-off valve 25... Are operated to backwash and discharge the washing waste water.

濁質除去ユニット21に配設した吸水ポンプ22を作動して吸込み流れを発生させ、配水管1の流水の10〜30倍の速度で消火栓9に連結した配管ユニット10に吸引する。濁質除去ユニット21で濁質を分離した分離水を吸込み流れと同等の流速で吐出し管4から配水管1に噴射して、配水管1の内周壁1aに沿って旋回流Aを発生させる。配水管1と消火栓9の分岐部C’の管底1b近傍に流動または堆積する濁質Bを内周壁1aに沿って浮遊・流動化させ、浮き上がった濁質Bをバッフル板20で案内し、分岐部C’の水流の乱れによる濁質Bの再沈降をバッフル板20で阻止する。同時に、配水管1の流水に対してカーテン状の旋回流が発生し、濁質Bの下流への流出を防止する。そして、バッフル板20に案内された濁質Bを速い流速の吸込流で、消火栓9から循環配管7に流入させる。循環配管7に移動した濁質Bは、大気に開放されることなく濁質除去ユニット21のストレーナ23と膜装置24で濁質除去を行い、除去された分離水は配水管1に返送される。配水管1の管底1bを移動する濁質のみならず配水管1全体を濁質除去の対象とすることが可能となる。配水管1内部に機器を設けないので、水流抵抗も少なくて済み、機器による断水の恐れもない。   The water suction pump 22 disposed in the turbidity removal unit 21 is operated to generate a suction flow, and the suction flow is sucked into the pipe unit 10 connected to the fire hydrant 9 at a speed 10 to 30 times as high as that of the water distribution pipe 1. The separated water from which the turbidity is separated by the turbidity removal unit 21 is discharged at a flow rate equivalent to that of the suction flow and jetted from the pipe 4 to the water distribution pipe 1 to generate a swirling flow A along the inner peripheral wall 1a of the water distribution pipe 1. . Suspended and fluidized turbidity B that flows or deposits near the pipe bottom 1b of the branch C ′ of the water distribution pipe 1 and the fire hydrant 9 is floated and fluidized along the inner peripheral wall 1a, and the suspended turbidity B is guided by the baffle plate 20; The baffle plate 20 prevents the re-sedimentation of the turbid B due to the turbulence of the water flow in the branch part C ′. At the same time, a curtain-like swirling flow is generated with respect to the flowing water of the water distribution pipe 1, and the turbidity B is prevented from flowing downstream. Then, the turbidity B guided by the baffle plate 20 is caused to flow from the fire hydrant 9 into the circulation pipe 7 with a suction flow having a high flow rate. The suspended matter B moved to the circulation pipe 7 is removed by the strainer 23 and the membrane device 24 of the suspended matter removal unit 21 without being released to the atmosphere, and the separated separated water is returned to the distribution pipe 1. . Not only the turbidity moving on the pipe bottom 1b of the water distribution pipe 1, but also the entire water distribution pipe 1 can be targeted for turbidity removal. Since no equipment is provided inside the water distribution pipe 1, water flow resistance can be reduced, and there is no fear of water breakage by the equipment.

濁質除去ユニット21は自動車の車台に積載して移動可能としてもよいもので、自動車の車台に積載すれば濁質除去ユニット21が移動可能となる。緊急の漏水工事や配水計画変更によるバルブ操作等、砂の混入や錆の剥離が予想される流域の配水管1の消火栓9に濁質除去ユニット21を連結できる。工事対象の配水管1の近傍に一時的に取り付けが可能となり、下流への濁質Bの流下を阻止し、水道水等の濁質問題を容易に軽減できる。そのときの捕集された濁質Bを洗浄する水量は、運転中はストレーナでの洗浄のみ必要で、従来の洗管作業の濁質とともに廃棄する水量に比べ、最小限の洗浄排水のみを排出するだけでよい。また、膜洗浄においては、作業終了後に簡易洗浄程度でよい。   The turbidity removal unit 21 may be mounted on a vehicle chassis and can be moved. If the turbidity removal unit 21 is loaded on a vehicle chassis, the turbidity removal unit 21 can be moved. The turbidity removal unit 21 can be connected to the fire hydrant 9 of the water distribution pipe 1 in the basin where mixing of sand and rust peeling are expected, such as valve operation due to emergency water leakage work or distribution plan change. It can be temporarily installed near the water distribution pipe 1 to be constructed, and the turbidity B can be prevented from flowing downstream to easily reduce turbidity problems such as tap water. The amount of water used to wash the collected turbid B at that time only needs to be washed with a strainer during operation, and only a minimum amount of washing wastewater is discharged compared to the amount of water discarded together with the turbidity of conventional washing pipe work. Just do it. In the membrane cleaning, simple cleaning may be performed after the work is completed.

消火栓9を利用すれば、濁質除去の機器類が、配水管1に取付けられていないため、配水管1の断水状態等の不測の事態が発生せず、安定した水道水等の供給が行える。目詰まりにより、ケーキろ過が発生する可能性がある従来の埋設型ストレーナに比べ、圧力損失を抑えることができる。消火栓9を利用すれば、機器類が配水管1に取付けられていないため、配水管1の断水状態等の不測の事態が発生せず、安定した水道水等の供給が可能となる。また、工事費用が発生せず経済的である。砂の混入や錆の剥離が予想される流域の配水管1の消火栓9に一時的に配管ユニット10を連結すれば、工事対象の配水管の近傍の砂の混入や錆の剥離が予想される流域に、一時的に取り付けが可能となる。特別な固定構造物を配置する必要がなく、現地施工とメンテナンスが簡単で設置スペースの小さい管内濁質除去装置となり、循環配管の循環用のポンプ動力量を抑えることもでき、経済的である。   If the fire hydrant 9 is used, the turbidity removal equipment is not attached to the water distribution pipe 1, so that an unexpected situation such as a water outage condition of the water distribution pipe 1 does not occur, and stable tap water can be supplied. . The pressure loss can be suppressed as compared with a conventional buried strainer in which cake filtration may occur due to clogging. If the fire hydrant 9 is used, since no equipment is attached to the water distribution pipe 1, an unexpected situation such as a water outage state of the water distribution pipe 1 does not occur, and stable supply of tap water or the like becomes possible. In addition, construction costs are not incurred and it is economical. If the piping unit 10 is temporarily connected to the fire hydrant 9 of the water distribution pipe 1 in the basin where sand mixing or rust peeling is expected, sand mixing or rust peeling in the vicinity of the water pipe to be constructed is expected. It can be temporarily attached to the basin. There is no need to install a special fixed structure, and it is an on-pipe turbidity removal device that is easy to construct and maintain in the field and has a small installation space. It is also economical because the pump power for circulation in the circulation pipe can be reduced.

この発明の管内濁質除去装置は上記のように構成してあり、消火栓や分岐管に垂下させた吐出し管の先端部を下り勾配に形成して、配水管の内周壁の上流側に向かって開口し、吐出し管の先端部の上側部分にバッフル板を外嵌して、吐出し管の先端部とは反対側の、上流側の内周壁に向かって下り勾配に形成したので、管底に流動または堆積する濁質だけでなく、配水管の全体を濁質除去の対象とすることが可能となる。濁質除去の分離水は配水管に返送するので、従来の濁質とともに廃棄する水量に比べ、最小限の洗浄排水のみを排出するだけでよい。そして、配水管の断水状態等の不測の事態が発生せず、安定した水道水等の供給が行なわれる。消火栓を利用すれば、濁質除去ユニットを取外すことなく消火活動も行える。従って、住民からの苦情のあるポイント設置の他、配管工事箇所の下流側に一時的に設置が可能であり、上水や工業用水等の管内濁質除去装置に適するものである。   The pipe turbidity removal apparatus according to the present invention is configured as described above, and the tip of the discharge pipe suspended from the fire hydrant or the branch pipe is formed in a downward slope toward the upstream side of the inner peripheral wall of the water pipe. Since the baffle plate is externally fitted to the upper part of the tip of the discharge pipe and formed in a downward slope toward the inner peripheral wall on the upstream side opposite to the tip of the discharge pipe, Not only turbidity that flows or deposits on the bottom but also the entire water distribution pipe can be targeted for turbidity removal. Since the separated water for removing turbidity is returned to the water distribution pipe, it is only necessary to discharge a minimum amount of washing waste water as compared with the amount of water discarded together with the conventional turbidity. And, unforeseen circumstances such as a water outage state of the water distribution pipe do not occur, and stable tap water is supplied. If a fire hydrant is used, fire extinguishing can be performed without removing the turbidity removal unit. Therefore, in addition to point installation with complaints from residents, it can be temporarily installed downstream of the piping work location, and is suitable for pipe turbidity removal devices such as tap water and industrial water.

この発明に係る管内濁質除去装置の配水管に垂設した分岐管の縦断面図である。It is a longitudinal cross-sectional view of the branch pipe suspended from the water distribution pipe of the pipe | tube turbidity removal apparatus which concerns on this invention. 同じく、吐出し管とバッフル板を配設した配水管と分岐管の分岐部の要部縦断面図である。Similarly, it is the principal part longitudinal cross-sectional view of the branch part of the water distribution pipe and branch pipe which have arrange | positioned the discharge pipe and the baffle board. 同じく、配水管と分岐管の分岐部の要部横断面図である。Similarly, it is a principal part cross-sectional view of the branch part of a water distribution pipe and a branch pipe. 同じく、配水管に垂設した分岐管の横断面図である。Similarly, it is a cross-sectional view of a branch pipe suspended from the water distribution pipe. 同じく、消火栓を利用する配管ユニットの縦断面図である。Similarly, it is a longitudinal cross-sectional view of a piping unit using a fire hydrant. 同じく、管内濁質除去装置のフローチャートである。Similarly, it is a flowchart of an in-pipe turbidity removal apparatus.

符号の説明Explanation of symbols

1 配水管
1A 上流側
1B 下流側
2 分岐管
4、17 吐出し管
4a、17a 先端部
7 循環配管
8、20 バッフル板
9 消火栓
10 配管ユニット
14 消火ホース
15、16、18 接続口
21 濁質除去ユニット
B 濁質
DESCRIPTION OF SYMBOLS 1 Water distribution pipe 1A Upstream side 1B Downstream side 2 Branch pipe 4, 17 Discharge pipe 4a, 17a Tip part 7 Circulation piping 8, 20 Baffle plate 9 Fire hydrant 10 Piping unit 14 Fire hose 15, 16, 18 Connection port 21 Turbid removal Unit B Turbidity

Claims (3)

配水管(1)の流水を循環配管(7)に抜き出して、流水中に含まれる濁質(B)を濁質除去ユニット(21)で分離した後、分離水を配水管(1)に返送する濁質回収装置において、配水管(1)から分岐した分岐管(2)に吐出し管(4)を内設し、分岐管(2)と吐出し管(4)を循環配管(7)の吸込側と吐出側にそれぞれ接続すると共に、吐出し管(4)の先端部(4a)を下り勾配に形成して、配水管(1)の上流側(1A)の内周壁に向かって開口し、吐出し管(4)の先端部(4a)の近傍に、下り勾配に形成したバッフル板(8)を上流側(1A)の他方の内周壁に向かって配設したことを特徴とする管内濁質除去装置。   The running water from the water distribution pipe (1) is extracted to the circulation pipe (7), and the turbidity (B) contained in the running water is separated by the turbidity removal unit (21), and then the separated water is returned to the water distribution pipe (1). In the turbidity recovery device, the discharge pipe (4) is installed in the branch pipe (2) branched from the water distribution pipe (1), and the circulation pipe (7) is connected to the branch pipe (2) and the discharge pipe (4). Are connected to the suction side and the discharge side, respectively, and the tip (4a) of the discharge pipe (4) is formed in a downward slope, and is opened toward the inner peripheral wall on the upstream side (1A) of the water distribution pipe (1) In addition, a baffle plate (8) formed in a descending gradient is disposed in the vicinity of the tip (4a) of the discharge pipe (4) toward the other inner peripheral wall on the upstream side (1A). In-pipe turbidity removal device. 配水管(1)の流水を循環配管(7)に抜き出して、流水中に含まれる濁質(B)を濁質除去ユニット(21)で分離した後、分離水を配水管(1)に返送する濁質回収装置において、配水管(1)に設置した消火栓(9)に配管ユニット(10)を着脱自在に連結し、配管ユニット(10)に消火ホース(14)の接続口(15)と、循環配管(7)の吸込側の接続口(16)と、吐出側の接続口(18)をそれぞれ開口すると共に、配管ユニット(10)に内設した吐出し管(17)を吐出側の接続口(18)に接続して消火栓(9)に垂下し、吐出し管(17)の先端部(17a)を下り勾配に形成して、配水管(1)の上流側(1A)の内周壁に向かって開口し、吐出し管(17)の先端部(17a)の近傍に、下り勾配に形成したバッフル板(20)を上流側(1A)の他方の内周壁に向かって配設したことを特徴とする管内濁質除去装置。   The running water from the water distribution pipe (1) is extracted to the circulation pipe (7), and the turbidity (B) contained in the running water is separated by the turbidity removal unit (21), and then the separated water is returned to the water distribution pipe (1). In the turbidity recovery device, the piping unit (10) is detachably connected to the fire hydrant (9) installed in the water pipe (1), and the connection port (15) of the fire hose (14) is connected to the piping unit (10). The connection port (16) on the suction side and the connection port (18) on the discharge side of the circulation pipe (7) are opened, and the discharge pipe (17) provided in the pipe unit (10) is connected to the discharge side. It is connected to the connection port (18) and hangs down on the fire hydrant (9), the tip (17a) of the discharge pipe (17) is formed in a downward slope, and the inside of the upstream side (1A) of the water distribution pipe (1) It opened toward the peripheral wall and formed in a downward gradient in the vicinity of the tip (17a) of the discharge pipe (17) Waffles plate (20) pipe contaminants removal device, characterized in that was toward the other of the inner peripheral wall of the upstream (1A) disposed. 上記バッフル板(8、20)を吐出し管(4、17)の先端部(4a、17a)に外嵌して、吐出し管(4、17)をバッフル板(8、20)とともに配水管(1)から抜出し可能としたことを特徴とする請求項1または2に記載の管内濁質除去装置。   The baffle plate (8, 20) is externally fitted to the distal end (4a, 17a) of the discharge pipe (4, 17), and the discharge pipe (4, 17) together with the baffle plate (8, 20) is a water distribution pipe. The in-pipe turbidity removal apparatus according to claim 1 or 2, characterized in that it can be extracted from (1).
JP2005203825A 2005-07-13 2005-07-13 Device for removing sludge in pipe Pending JP2007021297A (en)

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JP2005203825A JP2007021297A (en) 2005-07-13 2005-07-13 Device for removing sludge in pipe

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JP2005203825A JP2007021297A (en) 2005-07-13 2005-07-13 Device for removing sludge in pipe

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019206905A (en) * 2018-05-26 2019-12-05 株式会社日盛興産 Swirl flow automatic cleaning rainwater tank, swirl flow automatic cleaning rainwater tank device using the same, and assembly method of the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019206905A (en) * 2018-05-26 2019-12-05 株式会社日盛興産 Swirl flow automatic cleaning rainwater tank, swirl flow automatic cleaning rainwater tank device using the same, and assembly method of the same

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