JP6049406B2 - Cleaning method and cleaning system for the Fushie pipeline - Google Patents

Cleaning method and cleaning system for the Fushie pipeline Download PDF

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JP6049406B2
JP6049406B2 JP2012246093A JP2012246093A JP6049406B2 JP 6049406 B2 JP6049406 B2 JP 6049406B2 JP 2012246093 A JP2012246093 A JP 2012246093A JP 2012246093 A JP2012246093 A JP 2012246093A JP 6049406 B2 JP6049406 B2 JP 6049406B2
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鈴木 宏
宏 鈴木
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宏 鈴木
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Description

本発明は、河川や地下構造物等の障害物を迂回させるための伏越管路の洗浄方法及び洗浄システムに関する。   The present invention relates to a cleaning method and a cleaning system for an underground passage for detouring an obstacle such as a river or an underground structure.

河川や地下構造物等の障害物がある場所に地下水路を通過させる場合、一般に伏越管路と称される地下水路が構築される。伏越管路は通常、障害物の両側に垂下方向に埋設された上流側立坑及び下流側立坑と、両者をそれぞれの底部で連通接続する伏越管路を有している。このような伏越構造では、上流側と下流側の水位差によって上流側から下流側へ水が流下するようになっている。   When a groundwater channel is passed through a place where there is an obstacle such as a river or an underground structure, a groundwater channel generally called a subway channel is constructed. The overpass pipe usually has an upstream side shaft and a downstream side shaft buried in the hanging direction on both sides of the obstacle, and an overpass pipe connecting the both at the bottom. In such a depression structure, water flows down from the upstream side to the downstream side due to the difference in water level between the upstream side and the downstream side.

ところで、一般に下水管等の既設管は経時的に管内面に異物が付着するため一定期間毎に洗浄する必要がある。特に、伏越管路は、管路内が常に満水状態となっており、気象条件等によって伏越管路内の水流が遅くなる場合には固形物や異物が管底に沈殿して滞留するため、洗浄の必要性が大きい。   By the way, in general, existing pipes such as sewage pipes need to be cleaned at regular intervals because foreign substances adhere to the inner surface of the pipe over time. In particular, the passage is always full in the passage, and when the water flow in the passage becomes slow due to weather conditions, solids or foreign matter settles on the bottom of the tube and stays there. Therefore, there is a great need for cleaning.

既設管の洗浄方法で近年注目を集めているのが、シャーベット状の流動体を使用した洗浄方法(特許文献1)である。この方法では、小さな氷粒子と水で形成されたシャーベット状の流動体を用い、この流動体を管路の入口から管路内に送り込み、管路内を流動させて管路の出口からシャーベット状の流動体を排出するものである。流動体を構成する氷粒子が管路内を流動する際に、管路内壁に付着した赤錆等の堆積物(スケール)が削り取られ、管路の洗浄が行われる。シャーベット状の流動体は氷粒子及びその氷粒子の溶解物である水のみで形成され、環境に無害であることから関心が持たれている。   In recent years, a cleaning method using a sherbet-like fluid (Patent Document 1) has attracted attention as a cleaning method for existing pipes. In this method, a sherbet-like fluid formed of small ice particles and water is used, this fluid is fed into the pipeline from the inlet of the pipeline, and the sherbet-like fluid flows from the outlet of the pipeline. The fluid is discharged. When ice particles constituting the fluid flow in the pipe, deposits (scale) such as red rust adhering to the inner wall of the pipe are scraped off, and the pipe is cleaned. The sherbet-like fluid is of interest because it is formed only with ice particles and water, which is a melt of the ice particles, and is harmless to the environment.

特表2003−519571号公報Special table 2003-519571 gazette

上記のような流動体を使用する洗浄方法は管路の端部又はその近傍を密栓してシャーベット状の流動体を送流する技術であるが、上述した伏越構造において、伏越管路に接続される立坑は通常のマンホールよりも数倍深く、作業者が立坑の底部まで入って密閉や洗浄に使用する部材を伏越管路端部又はその近傍に設置するのは困難である。また、流動体を使用する洗浄方法では、費用や作業性の点から、使用する流動体の量はできる限り少なく抑えることが望まれる。   The cleaning method using the fluid as described above is a technique in which the end portion of the pipe line or the vicinity thereof is sealed and the sherbet-like fluid is sent. The connected shaft is several times deeper than a normal manhole, and it is difficult for an operator to enter the bottom of the shaft and use it for sealing or cleaning at the end of the overpass pipe or in the vicinity thereof. Moreover, in the washing | cleaning method using a fluid, it is desirable to suppress the quantity of the fluid used as much as possible from the point of expense or workability | operativity.

本発明は上記事情に鑑みてなされたものであり、その目的は、シャーベット状の流動体をできる限り少ない量で使用して伏越管路を洗浄する伏越管路の洗浄方法及び洗浄システムを提供することにある。   The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a cleaning method and a cleaning system for a depression passage that uses a sherbet-like fluid in the smallest possible amount to wash the depression passage. It is to provide.

上記目的を解決するため、請求項1に記載の伏越管路の洗浄方法は、
上流側管路と接続された上流側立坑と、下流側管路と接続された下流側立坑とを、前記両管路よりも下方位置において連通接続する伏越管路を、前記上流側立坑、前記下流側立坑及び前記伏越管路に水が滞留している状態で洗浄する伏越管路の洗浄方法において、
(A)一方の立坑の当該立坑に接続された前記管路よりも下方位置に密閉用部材を設置し該密閉用部材よりも下の領域を密閉領域とする密閉領域形成工程;及び
(B)前記密閉領域にシャーベット状の流動体を加圧導入し、該導入した流動体を前記伏越管路と前記一方の立坑との接続部に充満させ、前記加圧導入を連続して行って前記伏越管路内に前記流動体を他方の立坑に向かって送流する流動体送流工程;を含むことを特徴とする。
In order to solve the above-described object, a method for cleaning a subway conduit according to claim 1 is:
An upstream shaft that connects the upstream shaft connected to the upstream conduit and the downstream shaft connected to the downstream conduit at a lower position than the two conduits, the upstream shaft, In the washing method of the overpass pipe which is washed in a state where water is retained in the downstream side shaft and the overpass pipe,
(A) A sealed region forming step in which a sealing member is installed at a position below the pipe line connected to the shaft of one of the shafts, and a region below the sealing member is a sealed region; and (B) The sorbet-like fluid is introduced under pressure into the sealed region, and the introduced fluid is filled in the connecting portion between the overpass pipe and the one shaft, and the introduction of pressure is continuously performed to A fluid feeding step of feeding the fluid toward the other shaft in the overpass.

この構成によれば、伏越管路と一方の立坑との接続部にシャーベット状の流動体を充満させ、そのまま更に流動体を加圧導入して流動体を伏越管路内で送流させることにより、伏越管路内の異物が流動体に取り込まれて除去され、伏越管路内部が洗浄される。また、密閉領域を形成するのに使用する密閉用部材は、比較的地上に近い深さにある上流側管路又は下流側管路より下方の位置に設置すればよいため、作業者が立ち入れる範囲で設置作業を行うことができる。更に、立坑内に密閉用部材を設置していることから、立坑内の全領域に流動体を導入しなくても流動体を伏越管路内で送流することができるので、使用する流動体の量を少ない量に抑えることが可能となる。   According to this configuration, the connecting portion between the overpass pipe and one of the vertical shafts is filled with a sherbet-like fluid, and the fluid is further introduced under pressure to feed the fluid through the overpass. As a result, foreign matter in the overpass conduit is taken in and removed by the fluid, and the inside of the overpass conduit is cleaned. In addition, the sealing member used to form the sealed area may be installed at a position below the upstream pipeline or the downstream pipeline at a depth relatively close to the ground. Installation work can be performed in a range. Furthermore, since the sealing member is installed in the shaft, the fluid can be sent in the overpass pipe without introducing the fluid into the entire region of the shaft. It becomes possible to reduce the amount of body to a small amount.

請求項2に記載の伏越管路の洗浄方法は、
(C)他方の立坑側から前記滞留水及び/又は前記流動体を排出する排出工程、を更に含むことを特徴とする。この構成によれば、流動体を加圧導入するのに必要な圧力が少なくなり、伏越管路内において流動体をスムーズに送流させることができる。
The method for cleaning the passage of claim 2 is as follows:
(C) It further includes a discharge step of discharging the staying water and / or the fluid from the other shaft side. According to this configuration, the pressure required to pressurize and introduce the fluid is reduced, and the fluid can be smoothly fed in the overpass conduit.

請求項3に記載の伏越管路の洗浄方法は、
前記流動体の充満は、圧縮気体を前記密閉領域内に供給することによって、前記密閉領域内の滞留水及び/又は流動体の上端位置を下方に低下させることにより行うことを特徴とする。この構成によれば、流動体が水より比重の低い場合であっても、滞留水の存在する密閉領域内において流動体を伏越管路と上記一方の立坑との接続部に充満させることができる。そして、密閉領域内において圧縮気体層が上側、流動体及び/又は滞留水層が下側となるので、地中深く埋設された立坑において密閉領域内全域に流動体を導入せずに済み、洗浄に使用する流動体の量を更に低減することが可能となる。
The method for cleaning the passage of Claim 3 is as follows:
Filling the fluid is performed by supplying compressed gas into the sealed region to lower the upper end position of the staying water and / or fluid in the sealed region. According to this configuration, even when the fluid has a specific gravity lower than that of water, the fluid can be filled in the connection portion between the overpass pipe and the one of the vertical shafts in the sealed region where the accumulated water exists. it can. Since the compressed gas layer is on the upper side and the fluid and / or the staying water layer is on the lower side in the sealed region, it is not necessary to introduce the fluid into the entire region in the sealed region in the shaft buried deep in the ground. It is possible to further reduce the amount of fluid used in the process.

請求項4に記載の伏越管路の洗浄方法は、
前記密閉用部材の下方に、膨張可能な袋体及び板体をこの順で配置し、前記膨張可能な袋体に流体を供給して該袋体を膨張させることにより前記板体を下方に移動させて前記滞留水及び/又は流動体の上端位置を下方に低下させることにより前記流動体を前記接続部に充満させることを特徴とする。この構成によれば、請求項3の作用効果と同様に、流動体が水より比重の低い場合であっても、滞留水の存在する密閉領域内において流動体を上記接続部に充満させることができる。また、同様に密閉領域内全域に流動体を導入しなくて済むので、洗浄に使用する流動体の量を更に低減することが可能となる。
The method for cleaning the passage of Claim 4 is as follows:
An inflatable bag body and a plate body are arranged in this order below the sealing member, and fluid is supplied to the inflatable bag body to inflate the bag body to move the plate body downward. Then, the fluid is filled in the connecting portion by lowering the upper end position of the staying water and / or the fluid downward. According to this configuration, similarly to the effect of the third aspect, even when the fluid has a specific gravity lower than that of water, the fluid can be filled in the connection portion in the sealed region where the staying water exists. it can. Similarly, since it is not necessary to introduce the fluid throughout the sealed region, the amount of fluid used for cleaning can be further reduced.

請求項5に記載の伏越管路の洗浄方法は、
前記シャーベット状の流動体は水よりも比重が高いことを特徴とする。この構成によれば、水が滞留している密閉領域内に流動体を導入するだけでそのまま上記接続部に流動体を充満させることができる。また、密閉領域内において滞留水層が上側、流動体層が下側となるので、地中深く埋設された立坑において密閉領域内全域に流動体を導入せずに済み、洗浄に使用する流動体の量を更に低減することが可能となる。
The method for cleaning the subway pipeline according to claim 5 is:
The sherbet-like fluid has a specific gravity higher than that of water. According to this configuration, the fluid can be filled in the connecting portion as it is simply by introducing the fluid into the sealed region where water is retained. In addition, since the stagnant water layer is on the upper side and the fluid layer is on the lower side in the sealed region, it is not necessary to introduce the fluid into the entire sealed region in the shaft buried deep in the ground, and the fluid used for cleaning This amount can be further reduced.

請求項6に記載の伏越管路の洗浄システムは、
上流側管路と接続された上流側立坑と、下流側管路と接続された下流側立坑とを、前記両管路よりも下方位置において連通接続する伏越管路を、前記上流側立坑、前記下流側立坑及び前記伏越管路に水が滞留している状態で洗浄する伏越管路の洗浄システムにおいて、
一方の立坑の当該立坑に接続された前記管路よりも下方位置に密閉用部材を設置し該密閉用部材よりも下の領域を密閉領域とする密閉領域形成手段と、前記密閉領域にシャーベット状の流動体を加圧導入する流動体加圧導入手段と、を有することを特徴とする。この構成によれば請求項1と同様の作用効果を得ることができる。
The flushing system for a bypass passage according to claim 6 is:
An upstream shaft that connects the upstream shaft connected to the upstream conduit and the downstream shaft connected to the downstream conduit at a lower position than the two conduits, the upstream shaft, In the washing system of the overpass pipe which is washed in a state where water is retained in the downstream side shaft and the overpass pipe,
A sealing region forming means for setting a sealing member at a position below the pipe line connected to the shaft of one of the shafts and setting a region below the sealing member as a sealing region, and a sherbet-like shape in the sealing region Fluid pressurizing and introducing means for pressurizing and introducing the fluid. According to this structure, the same effect as that of the first aspect can be obtained.

請求項7に記載の伏越管路の洗浄システムは、
他方の立坑側から滞留水及び/又は前記流動体を排出する排出手段を更に有することを特徴とする。この構成によれば請求項2と同様の作用効果を得ることができる。
The flushing system for a bypass passage according to claim 7,
It further has a discharge means for discharging stagnant water and / or the fluid from the other shaft side. According to this structure, the same effect as that of the second aspect can be obtained.

請求項8に記載の伏越管路の洗浄システムは、
圧縮気体を前記密閉領域内に供給する圧縮気体供給手段を有することを特徴とする。この構成によれば請求項3と同様の作用効果を得ることができる。
The flushing system for a bypass passage according to claim 8,
It has a compressed gas supply means for supplying a compressed gas into the sealed area. According to this structure, the same effect as that of the third aspect can be obtained.

請求項9に記載の伏越管路の洗浄システムは、
前記密閉用部材の下方に、膨張可能な袋体及び板体がこの順で配置され、前記膨張可能な袋体に流体を供給する流体供給手段を有することを特徴とする。この構成によれば請求項4と同様の作用効果を得ることができる。
The cleaning system for a passover pipe according to claim 9 is:
An inflatable bag and a plate are arranged in this order below the sealing member, and fluid supply means for supplying fluid to the inflatable bag is provided. According to this structure, the same effect as that of the fourth aspect can be obtained.

請求項10に記載の伏越管路の洗浄システムは、
前記シャーベット状の流動体は水よりも比重が高いことを特徴とする。この構成によれば請求項5と同様の作用効果を得ることができる。
The flushing system for a bypass passage according to claim 10,
The sherbet-like fluid has a specific gravity higher than that of water. According to this structure, the same effect as that of claim 5 can be obtained.

本発明に係る伏越管路の洗浄方法及び洗浄システムによれば、地中深く埋設され作業者が立ち入れない伏越構造の管路であってもシャーベット状の流動体を使用して伏越管路内を洗浄することができる。また、本発明では、できる限り少ない量の流動体で伏越管路の洗浄が可能である。   According to the cleaning method and the cleaning system for a subsidence pipe according to the present invention, even if the pipe has a subsidence structure that is buried deep in the ground and does not allow an operator to enter, it uses a sherbet-like fluid. The inside of the pipeline can be cleaned. Further, in the present invention, it is possible to wash the overpass line with as little fluid as possible.

密閉領域を形成する作業を示す説明図である。It is explanatory drawing which shows the operation | work which forms an airtight area | region. 第1の実施の形態で流動体を導入する様子を示す説明図である。It is explanatory drawing which shows a mode that a fluid is introduced in 1st Embodiment. 第1の実施の形態で流動体を送流する様子を示す説明図である。It is explanatory drawing which shows a mode that a fluid is sent in 1st Embodiment. 第2の実施の形態での流動体の導入及び圧縮気体の導入の様子を示す説明図である。It is explanatory drawing which shows the mode of the introduction of the fluid in 2nd Embodiment, and the introduction of compressed gas. 第2の実施の形態で流動体を送流する様子を示す説明図である。It is explanatory drawing which shows a mode that a fluid is sent by 2nd Embodiment. 第3の実施の形態で流動体の導入の様子を示す説明図である。It is explanatory drawing which shows the mode of the introduction of a fluid in 3rd Embodiment. 洗浄前の伏越構造を示す説明図である。It is explanatory drawing which shows the cover structure before washing | cleaning.

以下、図面を参照して本発明を詳細に説明する。図7は本発明に係る洗浄方法を行う前の状態の下水道の伏越構造を説明する概略図である。   Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 7 is a schematic view for explaining the underground structure of the sewer before the cleaning method according to the present invention is performed.

図示した伏越構造は、上流側管路72と接続された上流側立坑74と、下流側管路76と接続された下流側立坑78とを有しており、上流側立坑74と下流側立坑78とは、それぞれが接続する上流側管路72及び下流側管路76よりも下方位置で伏越管路80によって連通接続されている。上流側立坑74、下流側立坑78及び伏越管路80には下水が滞留している状態であり、伏越管路80の内面には異物81が付着している。事前準備として、上流側管路72内にパッカー90を配置して管路内を流れる水流を一時的に塞き止めている。塞き止めなくても上流側管路72から下流側管路76まで通じる仮流路を設けることにより、水流を止めずに本方法を実施することは可能である。   The illustrated surpass structure includes an upstream shaft 74 connected to the upstream conduit 72 and a downstream shaft 78 connected to the downstream conduit 76. The upstream shaft 74 and the downstream shaft are shown in FIG. 78 is connected to the upstream side pipe line 72 and the downstream side pipe line 76 connected to each other by a bypass pipe line 80 at a position lower than the upstream side pipe line 72 and the downstream side pipe line 76. In the upstream shaft 74, the downstream shaft 78, and the overpass 80, sewage is retained, and foreign matter 81 is attached to the inner surface of the overpass 80. As a preliminary preparation, a packer 90 is arranged in the upstream pipe line 72 to temporarily block the water flow flowing in the pipe line. Even if it is not blocked, it is possible to carry out the present method without stopping the water flow by providing a temporary flow path that leads from the upstream line 72 to the downstream line 76.

本発明の伏越管路の洗浄方法は以下の工程:
(A)一方の立坑(下流側立坑78)の当該立坑に接続された管路(下流側管路76)よりも下方位置に密閉用部材を設置しその密閉用部材よりも下の領域を密閉領域とする密閉領域形成工程;及び
(B)密閉領域にシャーベット状の流動体を加圧導入し、該導入した流動体を伏越管路80と一方の立坑(下流側立坑78)との接続部に充満させ、加圧導入を連続して行って伏越管路80内に流動体を他方の立坑(上流側立坑74)に向かって送流する流動体送流工程;を含む。以下、それぞれの工程についてそれぞれ詳述する。
The method for cleaning the passage of the present invention is as follows:
(A) A sealing member is installed at a position lower than a pipe line (downstream pipe line 76) connected to the vertical shaft of one of the vertical shafts (downstream side shaft 78), and a region below the sealing member is sealed. And (B) pressurizing and introducing a sherbet-like fluid into the sealed region, and connecting the introduced fluid to the overpass pipe 80 and one shaft (downstream shaft 78). A fluid feeding step in which the fluid is fed into the section and the fluid is fed toward the other shaft (upstream shaft 74) by continuously performing the pressure introduction and passing the fluid toward the other shaft (upstream shaft 74). Hereinafter, each step will be described in detail.

<第1の実施の形態>
図1は工程(A)の様子を示す概略図である。工程(A)では、一方の立坑である下流側立坑78に、その立坑78に接続された管路76よりも下方位置に密閉用部材14を設置しその密閉用部材14よりも下の領域を密閉領域12とする。
<First Embodiment>
FIG. 1 is a schematic view showing the state of step (A). In the step (A), the sealing member 14 is installed at a position below the pipe 76 connected to the shaft 78 in the downstream shaft 78 which is one of the shafts, and a region below the sealing member 14 is formed. A sealed region 12 is assumed.

本実施の形態において、密閉領域12の形成は密閉用部材14を下流側立坑78内において下流側管路76よりも低い位置に設置することにより行われている。密閉用部材14は板状部材からなり、その設置は次のようにして行われる。すなわち、下流側立坑78の内壁に複数のステップ16を周方向に所定間隔をおいて同じ高さ位置で打ち込む。そして、下流側立坑78の横断面開口部とほぼ同じかやや小さい形状且つ面積を有する板状の密閉用部材14を複数のステップ16上に載置する。その状態で、密閉用部材14と下流側立坑78内面の隙間をパッキン等のシール材(図示せず)で閉塞する。次いで、密閉用部材14上の下流側立坑78内壁に杭等の固定部材18を打ち込んだり、環状剛性ベルト(図示せず)を下流側立坑78内壁の周囲に沿って嵌めることにより密閉用部材14を固定する。これにより、密閉用部材14よりも下の領域が密閉領域12となる。密閉用部材14を設置する際には必要に応じて立坑78内に滞留している滞留水を排水してもよい。図示した例では、滞留水を排水せず水中で密閉用部材14を設置した例を示している。   In the present embodiment, the sealing region 12 is formed by installing the sealing member 14 in a position lower than the downstream pipe line 76 in the downstream shaft 78. The sealing member 14 is composed of a plate-like member, and the installation is performed as follows. That is, a plurality of steps 16 are driven into the inner wall of the downstream shaft 78 at the same height position at predetermined intervals in the circumferential direction. Then, a plate-like sealing member 14 having a shape and an area substantially the same as or slightly smaller than the transverse cross-sectional opening of the downstream shaft 78 is placed on the plurality of steps 16. In this state, the clearance between the sealing member 14 and the inner surface of the downstream shaft 78 is closed with a sealing material (not shown) such as packing. Next, the sealing member 14 is driven by driving a fixing member 18 such as a pile into the inner wall of the downstream shaft 78 on the sealing member 14 or by fitting an annular rigid belt (not shown) along the periphery of the inner wall of the downstream shaft 78. To fix. Thereby, the area below the sealing member 14 becomes the sealed area 12. When the sealing member 14 is installed, the staying water staying in the shaft 78 may be drained as necessary. In the illustrated example, the sealing member 14 is installed in the water without draining the accumulated water.

次に、工程(B)及び(C)について説明する。図2及び図3は、工程(B)及び(C)の様子を示している。工程(B)では、密閉領域12にシャーベット状の流動体20を加圧導入し、その流動体20を伏越管路80と下流側立坑78との接続部82に充満させ、更に加圧導入を連続して行って伏越管路80内に流動体20を上流側立坑74に向かって送流する。また、工程(C)では、他方の立坑である上流側立坑74側から滞留水及び/又は流動体20を排出する。工程(C)は必要に応じて行われる。   Next, steps (B) and (C) will be described. 2 and 3 show the states of steps (B) and (C). In the step (B), the sherbet-like fluid 20 is introduced into the sealed region 12 under pressure, and the fluid 20 is filled into the connecting portion 82 between the overpass pipe 80 and the downstream shaft 78, and further introduced under pressure. Are continuously carried out to feed the fluid 20 toward the upstream shaft 74 in the underground pipe 80. Moreover, in a process (C), stagnant water and / or the fluid 20 are discharged | emitted from the upstream shaft 74 side which is the other shaft. Step (C) is performed as necessary.

本実施の形態は、水より比重が高い流動体を使用した例を示しており、排出口26aが伏越管路80の下流側立坑78端部近傍に位置するように設置された流動体導入管26から流動体20を導入すると、流動体20は滞留水内で下方に沈み、伏越管路80と下流側立坑78との接続部82に充満する。水より比重が高い流動体としては、水より比重が高い粒子(例えば、鉄粒子などの金属粒子やプラスチック粒子)を水と混合し、その混合物を凍らせてシャーベット状としたものや、食塩水を凍らせてシャーベット状にしたものを使用することができる。食塩水は水に食塩を混合して溶解させたものだけでなく、海水や塩湖の塩水、更に自然に存在する食塩含有液体、例えば塩分を含む地下水や温泉水等も使用することができる。この場合、これらに更に食塩を追加溶解させて濃度調整してもよい。更に、これらの自然に存在する食塩含有水(海水等)を淡水化処理する過程で生じる塩分濃度の高い濃縮排水を使用してもよい。   The present embodiment shows an example in which a fluid having a specific gravity higher than that of water is used, and the fluid introduction is performed such that the discharge port 26a is positioned in the vicinity of the downstream shaft 78 end portion of the overpass pipe 80. When the fluid 20 is introduced from the pipe 26, the fluid 20 sinks downward in the stagnant water and fills the connection portion 82 between the overpass pipe 80 and the downstream shaft 78. As a fluid having a higher specific gravity than water, particles having a higher specific gravity than water (for example, metal particles such as iron particles or plastic particles) are mixed with water, and the mixture is frozen to form a sorbet or saline. It is possible to use a frozen sherbet. The salt solution is not limited to water in which salt is mixed and dissolved, but also salt water of seawater and salt lakes, and naturally existing salt-containing liquids such as groundwater and hot spring water containing salt. In this case, the concentration may be adjusted by further dissolving sodium chloride in these. Furthermore, you may use the concentrated waste_water | drain with high salt concentration produced in the process of desalinating these naturally existing salt containing water (seawater etc.).

そして、本実施の形態では、上流側立坑74内に2本の排出管22、24が備えられており、それぞれの下端22a,24aの位置が上下方向に異なるように配置されている。下端が高い方の排出管22は主に滞留水を排出し、下端が低い方の排出管24は主に流動体20を排出する。排出管は1本だけでもよい。   And in this Embodiment, the two discharge pipes 22 and 24 are provided in the upstream side shaft 74, and the position of each lower end 22a, 24a is arrange | positioned so that it may differ in an up-down direction. The discharge pipe 22 having a higher lower end mainly discharges the accumulated water, and the discharge pipe 24 having a lower lower end mainly discharges the fluid 20. There may be only one discharge pipe.

流動体20を流動体導入管26から加圧導入する導入圧により、流動体20は伏越管路80内を上流側立坑74方向に移動する。流動体20が伏越管路80内を移動すると、伏越管路80内の汚泥等の異物81が流動体20に取り込まれて除去され、伏越管路80が洗浄される。また、工程(C)の流動体20及び/又は滞留水の排出を行うことにより、流動体20の導入圧が小さくなり、スムーズに伏越管路内80を送流させることができる。排出管22、24による排出は、上流側立坑74内の水位51ができるだけ低くなるように水位センサー等を用いて制御することが好ましい。これにより、流動体20の導入圧を低水準で維持することができ、伏越管路80内を更に円滑に送流させることが可能となる。   The fluid 20 moves in the overpass 80 toward the upstream shaft 74 due to the introduction pressure that introduces the fluid 20 through the fluid introduction pipe 26 under pressure. When the fluid 20 moves in the overpass conduit 80, foreign matter 81 such as sludge in the overpass conduit 80 is taken in and removed by the fluid 20, and the overpass conduit 80 is washed. Further, by discharging the fluid 20 and / or the accumulated water in the step (C), the introduction pressure of the fluid 20 is reduced, and the inside of the overpass conduit 80 can be smoothly fed. The discharge by the discharge pipes 22 and 24 is preferably controlled using a water level sensor or the like so that the water level 51 in the upstream shaft 74 is as low as possible. Thereby, the introduction pressure of the fluid 20 can be maintained at a low level, and the inside of the overpass conduit 80 can be further smoothly fed.

また、流動体導入管26の排出口26a又はその近傍にはその外周面から鍔状に突出形成された鍔部(図示せず)が備えられてもよい。鍔部を設けることにより、流動体20をできるだけ下流側立坑78側に流れさせずに、伏越管路80内を送流させることができ、作業効率の向上及び流動体20の使用量低減効果が図られる。   Further, a flange portion (not shown) that protrudes in a bowl shape from the outer peripheral surface thereof may be provided at or near the discharge port 26a of the fluid introduction pipe 26. By providing the eaves portion, the fluid 20 can be sent through the overpass pipe 80 without flowing the downstream shaft 78 as much as possible, and the working efficiency is improved and the amount of use of the fluid 20 is reduced. Is planned.

本発明の伏越管路の洗浄方法では、密閉領域12を形成するのに使用する密閉用部材14は、比較的地上に近い深さにある下流側管路76より下方の位置に設置すればよいため、作業者が立ち入れる範囲で設置作業を行うことができる。更に、下流側立坑78内に密閉用部材14を設置していることから、下流側立坑78内の全領域に流動体20を導入しなくても流動体20を伏越管路80内で送流することができるので、使用する流動体の量を少ない量に抑えることが可能となる。   In the cleaning method of the overpass pipe of the present invention, the sealing member 14 used to form the sealed area 12 is installed at a position below the downstream pipe 76 at a depth relatively close to the ground. Since it is good, installation work can be performed within the range that the worker can enter. Further, since the sealing member 14 is installed in the downstream shaft 78, the fluid 20 is sent in the overpass pipe 80 even if the fluid 20 is not introduced into the entire region in the downstream shaft 78. Since it can be made to flow, the amount of the fluid used can be suppressed to a small amount.

また、本実施の形態では、下流側立坑78内に下水が滞留した状態で密閉領域12を形成し、その密閉領域12内において上側が滞留水層、下側が流動体20層となって流動体20を送流することができるので、密閉領域12の全領域に流動体20を導入することなく、更により少ない量の流動体20で伏越管路80を洗浄可能である。   Further, in the present embodiment, the sealed region 12 is formed in a state where the sewage stays in the downstream shaft 78, and in the sealed region 12, the upper side is the retained water layer and the lower side is the fluid 20 layer. 20 can be sent, so that the bypass pipe 80 can be washed with a smaller amount of the fluid 20 without introducing the fluid 20 into the entire region of the sealed region 12.

なお、本発明の洗浄方法において、排出された流動体20を密閉領域12内に再度導入しても良い。これにより流動体12の使用量を更に低減することができる。   In the cleaning method of the present invention, the discharged fluid 20 may be reintroduced into the sealed region 12. Thereby, the usage-amount of the fluid 12 can further be reduced.

<第2の実施の形態>
次に、本発明の洗浄方法及び洗浄システムの第2の実施の形態を図4及び図5により説明する。本実施の形態では、水より比重が低い流動体40を使用した例を示している。図4に示しているように、比重が水より低い流動体40は、密閉領域12内に導入した後、上方に浮上する。この流動体40を、伏越管路80と下流側立坑78との接続部82に充満させるため、次の作業が行われる。すなわち、密閉領域12内に排出口42aが位置するように設置された圧縮気体供給管42から圧縮空気等の圧縮気体を供給することにより密閉領域12内に流体を導入する。流体を導入し続けると、密閉用部材1と流動体40(滞留水を含み得る)の上端位置41との間の空間44の領域が次第に大きくなり、流動体40の上端位置41が下方に下がる(図5参照)。これにより、伏越管路80と下流側立坑78との接続部82が流動体40で充満し、その後流動体40は伏越管路80内を上流側立坑74に向かって流れ、伏越管路80内の洗浄が行われる。

<Second Embodiment>
Next, a second embodiment of the cleaning method and the cleaning system of the present invention will be described with reference to FIGS. In this Embodiment, the example using the fluid 40 whose specific gravity is lower than water is shown. As shown in FIG. 4, the fluid 40 having a specific gravity lower than that of water floats upward after being introduced into the sealed region 12. In order to fill the fluid 40 with the connecting portion 82 between the depression pipe 80 and the downstream shaft 78, the following operation is performed. That is, a fluid is introduced into the sealed region 12 by supplying a compressed gas such as compressed air from the compressed gas supply pipe 42 installed so that the discharge port 42 a is positioned in the sealed region 12. Continuing to introduce fluids region of space 44 between the sealing member 1 4 and the upper end position 41 of the fluid 40 (which may include accumulated water) gradually increases, the upper end position 41 of the fluid 40 below Lower (see FIG. 5). As a result, the connecting portion 82 between the overpass pipe 80 and the downstream shaft 78 is filled with the fluid 40, and then the fluid 40 flows in the overpass 80 toward the upstream shaft 74, Cleaning in the passage 80 is performed.

水より比重が低い流動体40としては水をシャーベット状としたものを使用することができる。水をシャーベット状とした流動体を使用する場合には費用、後処理及び環境面で有利である。   As the fluid 40 having a specific gravity lower than that of water, water having a sherbet shape can be used. When using a fluid in which water is sorbet-like, it is advantageous in terms of cost, post-treatment and environment.

本実施の形態においては、流動体40の上端位置41を、伏越管路80の下流側立坑78側端部の上端よりも高い位置に維持することが有利である。これにより、空間44の空気が伏越管路80内に流入することを阻止し、流動体80を連続して送流することができる。これは、圧縮気体供給管42等に水位センサーを取り付けて圧縮気体の導入量を調節制御する方法や、浮きを上端位置41上に配置すると共にその浮きと連動する弁を圧縮気体供給管42に取り付けて、上端位置41が所定位置より低下すると(浮きの位置が下がると)弁が閉塞される構造を設ける方法を採用することができる。   In the present embodiment, it is advantageous to maintain the upper end position 41 of the fluid 40 at a position higher than the upper end of the downstream side shaft 78 side end portion of the overpass pipe 80. Thereby, the air of the space 44 can be prevented from flowing into the overpass conduit 80, and the fluid 80 can be continuously sent. This can be achieved by attaching a water level sensor to the compressed gas supply pipe 42 or the like to adjust and control the amount of compressed gas introduced, or by placing a float on the upper end position 41 and a valve linked to the float on the compressed gas supply pipe 42. It is possible to adopt a method of providing a structure in which the valve is closed when the upper end position 41 is lowered from a predetermined position (when the floating position is lowered).

本実施の形態では、下流側立坑78内に下水が滞留した状態で密閉領域12を形成し、その密閉領域12内において上側が圧縮気体44層、下側が流動体40層となって流動体40を送流することができるので、密閉領域12の全領域に流動体40を導入することなく、より少ない量の流動体40で伏越管路80を洗浄可能である。なお、本実施の形態において、前述したこと以外は第1の実施の形態と同様であり、その説明を省略する。   In the present embodiment, the sealed region 12 is formed in a state where the sewage stays in the downstream shaft 78, and in the sealed region 12, the upper side is the compressed gas 44 layer, the lower side is the fluid 40 layer, and the fluid 40 Since the fluid 40 is not introduced into the entire region of the sealed region 12, the overpass pipe 80 can be washed with a smaller amount of the fluid 40. The present embodiment is the same as the first embodiment except for what has been described above, and a description thereof will be omitted.

<第3の実施の形態>
次に、本発明の洗浄方法及び洗浄システムの第3の実施の形態を図6により説明する。本実施の形態も水より比重の低い流動体40を使用した例を示しており、流動体40は流動体導入管26から導入した後、上方に浮上する。
<Third Embodiment>
Next, a third embodiment of the cleaning method and cleaning system of the present invention will be described with reference to FIG. This embodiment also shows an example in which a fluid 40 having a specific gravity lower than that of water is used, and the fluid 40 floats upward after being introduced from the fluid introduction pipe 26.

本実施の形態において特徴的なことは、密閉用部材14の下方に、膨張可能な袋体52及び板体54をこの順で配置し、流体供給管56から膨張可能な袋体52に液体等の流体(例えば水)を供給して袋体52を膨張させることである。板体54は略水平に非固定状態で配置され、板体54の上に配置される膨張可能な袋体52としてはゴム製の袋を使用することができる。袋体52の膨張により、板体54が下方に移動して流動体40(滞留水を含み得る)の上端位置41を下方(矢印100方向)に低下させる。これにより、流動体40を接続部82に充満させ、その後伏越管路80内を上流側立坑74方向に向かって送流させることができる。袋体52と板体54は別体としても相互に結合していてもよい。   What is characteristic in the present embodiment is that an inflatable bag body 52 and a plate body 54 are arranged in this order below the sealing member 14, and liquid or the like is supplied from the fluid supply pipe 56 to the inflatable bag body 52. The fluid (for example, water) is supplied to inflate the bag body 52. The plate body 54 is disposed substantially horizontally in an unfixed state, and a rubber bag can be used as the inflatable bag body 52 disposed on the plate body 54. Due to the expansion of the bag body 52, the plate body 54 moves downward to lower the upper end position 41 of the fluid 40 (which may contain stagnant water) downward (in the direction of arrow 100). Thereby, the fluid 40 can be filled in the connection part 82, and it can be made to flow in the upstream side shaft 74 direction afterwards in the inside of the overpass 80. The bag body 52 and the plate body 54 may be separated or connected to each other.

本実施の形態では、密閉領域内において上側が袋体に供給された流体層、下側が流動体40層となって流動体40を送流することができるので、密閉領域の全領域に流動体40を導入することなく、より少ない量の流動体40で伏越管路80を洗浄可能である。なお、本実施の形態において、前述したこと以外は第1の実施の形態と同様であり、その説明を省略する。   In the present embodiment, since the fluid layer supplied to the bag body on the upper side and the fluid layer 40 on the lower side can be sent in the sealed region, the fluid 40 can be sent, so the fluid can be supplied to the entire region of the sealed region Without introducing 40, it is possible to clean the overpass 80 with a smaller amount of fluid 40. The present embodiment is the same as the first embodiment except for what has been described above, and a description thereof will be omitted.

本発明は、上流側管路と接続された上流側立坑と、下流側管路と接続された下流側立坑とを、前記両管路よりも下方位置において連通接続する伏越管路を、前記上流側立坑、前記下流側立坑及び前記伏越管路に水が滞留している状態で洗浄する伏越管路の洗浄システムにおいて、一方の立坑の当該立坑に接続された前記管路よりも下方の領域に密閉領域を形成する密閉領域形成手段と、前記密閉領域にシャーベット状の流動体を加圧導入する流動体加圧導入手段とを有する、上記伏越管路の洗浄方法に対応する伏越管路の洗浄システムも提供する。   The present invention provides an overpass connecting the upstream shaft connected to the upstream conduit and the downstream shaft connected to the downstream conduit at a position below the both conduits, In the cleaning system of the overpass, which is cleaned in a state where water stays in the upstream shaft, the downstream shaft, and the overpass, below the pipe connected to the shaft of one of the shafts And a fluid pressure introducing means for pressurizing and introducing a sherbet-like fluid into the hermetic region. We also provide an over-pipe cleaning system.

密閉領域形成手段は図1に示した密閉用部材14を有し、加圧導入手段は図2に示した流動体導入管26及び導入ポンプ(図示せず)を有する。   The sealed region forming means has the sealing member 14 shown in FIG. 1, and the pressurizing and introducing means has the fluid introduction pipe 26 and the introduction pump (not shown) shown in FIG.

また、本発明の洗浄システムは、他方の立坑側から滞留水及び/又は前記流動体を排出する排出手段を有していてもよい。排出手段は図2に示した排出管22及び/又は排出管24並びに排出ポンプ(図示せず)を有する。   In addition, the cleaning system of the present invention may have a discharge means for discharging the accumulated water and / or the fluid from the other shaft side. The discharge means includes the discharge pipe 22 and / or the discharge pipe 24 and the discharge pump (not shown) shown in FIG.

更に、本発明の洗浄システムは、圧縮気体を前記密閉領域内に供給する圧縮気体供給手段を有していてもよい。圧縮気体供給手段は、図4に示した圧縮気体供給管42とこれに接続されたコンプレッサー(図示せず)を有する。   Furthermore, the cleaning system of the present invention may have compressed gas supply means for supplying compressed gas into the sealed area. The compressed gas supply means has the compressed gas supply pipe 42 shown in FIG. 4 and a compressor (not shown) connected thereto.

また、本発明の洗浄システムは、図6に示すように、密閉用部材14の下方に、膨張可能な袋体52及び板体54がこの順で配置され、膨張可能な袋体52に流体を供給する流体供給手段を有していてもよい。流体供給手段は流体供給管56及びポンプ(図示せず)を含む。   In the cleaning system of the present invention, as shown in FIG. 6, an inflatable bag body 52 and a plate body 54 are arranged in this order below the sealing member 14, and fluid is supplied to the inflatable bag body 52. You may have the fluid supply means to supply. The fluid supply means includes a fluid supply pipe 56 and a pump (not shown).

本発明は上述した実施の形態に限定されることはなく、発明の趣旨を逸脱しない範囲で種々の変更が可能である。上記実施の形態では下水が流れる伏越構造を例として示しているが、本発明は下水道だけでなく他の管路施設の伏越構造にも適用可能である。   The present invention is not limited to the above-described embodiments, and various modifications can be made without departing from the spirit of the invention. In the above-described embodiment, an overslope structure through which sewage flows is shown as an example, but the present invention is applicable not only to sewers but also oversink structures of other pipeline facilities.

12 密閉領域
14 密閉用部材
16 ステップ
18 固定部材
20 流動体
22、24 排出管
26 流動体導入管
40 流動体
42 圧縮気体供給管
44 空間
51 上流側立坑内水位
52 袋体
54 板体
56 流体供給管
72 上流側管路
74 上流側立坑
76 下流側管路
78 下流側立坑
80 伏越管路
81 異物
82 接続部
12 Sealing region 14 Sealing member 16 Step 18 Fixing member 20 Fluids 22 and 24 Drain pipe 26 Fluid introduction pipe 40 Fluid 42 Compressed gas supply pipe 44 Space 51 Upstream shaft water level 52 Bag body 54 Plate body 56 Fluid supply Pipe 72 Upstream pipe 74 Upstream shaft 76 Downstream pipe 78 Downstream shaft 80 Overpass pipe 81 Foreign material 82 Connection

Claims (10)

上流側管路と接続された上流側立坑と、下流側管路と接続された下流側立坑とを、前記両管路よりも下方位置において連通接続する伏越管路を、前記上流側立坑、前記下流側立坑及び前記伏越管路に水が滞留している状態で洗浄する伏越管路の洗浄方法において、
(A)一方の立坑の当該立坑に接続された前記管路よりも下方位置に密閉用部材を設置し該密閉用部材よりも下の領域を密閉領域とする密閉領域形成工程;及び
(B)前記密閉領域にシャーベット状の流動体を加圧導入し、該導入した流動体を前記伏越管路と前記一方の立坑との接続部に充満させ、前記加圧導入を連続して行って前記伏越管路内に前記流動体を他方の立坑に向かって送流する流動体送流工程;
を含む伏越管路の洗浄方法。
An upstream shaft that connects the upstream shaft connected to the upstream conduit and the downstream shaft connected to the downstream conduit at a lower position than the two conduits, the upstream shaft, In the washing method of the overpass pipe which is washed in a state where water is retained in the downstream side shaft and the overpass pipe,
(A) A sealed region forming step in which a sealing member is installed at a position below the pipe line connected to the shaft of one of the shafts, and a region below the sealing member is a sealed region; and (B) The sorbet-like fluid is introduced under pressure into the sealed region, and the introduced fluid is filled in the connecting portion between the overpass pipe and the one shaft, and the introduction of pressure is continuously performed to A fluid feeding step of feeding the fluid into the downpipe pipe toward the other shaft;
For cleaning the Fushie pipeline.
(C)他方の立坑側から前記滞留水及び/又は前記流動体を排出する排出工程、
を更に含む請求項1に記載の洗浄方法。
(C) a discharging step of discharging the accumulated water and / or the fluid from the other shaft side,
The cleaning method according to claim 1, further comprising:
前記流動体の充満は、圧縮気体を前記密閉領域内に供給することによって、前記密閉領域内の滞留水及び/又は流動体の上端位置を下方に低下させることにより行うことを特徴とする請求項1又は2に記載の洗浄方法。   The filling of the fluid is performed by lowering the upper end position of the staying water and / or fluid in the sealed region by supplying compressed gas into the sealed region. The cleaning method according to 1 or 2. 前記密閉用部材の下方に、膨張可能な袋体及び板体をこの順で配置し、前記膨張可能な袋体に流体を供給して該袋体を膨張させることにより前記板体を下方に移動させて前記滞留水及び/又は流動体の上端位置を下方に低下させることにより前記流動体を前記接続部に充満させることを特徴とする請求項1又は2に記載の洗浄方法。   An inflatable bag body and a plate body are arranged in this order below the sealing member, and fluid is supplied to the inflatable bag body to inflate the bag body to move the plate body downward. The cleaning method according to claim 1, wherein the fluid is filled in the connection portion by lowering the upper end position of the staying water and / or the fluid downward. 前記シャーベット状の流動体は水よりも比重が高いことを特徴とする請求項1〜4の何れか1項に記載の洗浄方法。   The cleaning method according to claim 1, wherein the sherbet-like fluid has a specific gravity higher than that of water. 上流側管路と接続された上流側立坑と、下流側管路と接続された下流側立坑とを、前記両管路よりも下方位置において連通接続する伏越管路を、前記上流側立坑、前記下流側立坑及び前記伏越管路に水が滞留している状態で洗浄する伏越管路の洗浄システムにおいて、
一方の立坑の当該立坑に接続された前記管路よりも下方位置に密閉用部材を設置し該密閉用部材よりも下の領域を密閉領域とする密閉領域形成手段と、
前記密閉領域にシャーベット状の流動体を加圧導入する流動体加圧導入手段と、
を有することを特徴とする伏越管路の洗浄システム。
An upstream shaft that connects the upstream shaft connected to the upstream conduit and the downstream shaft connected to the downstream conduit at a lower position than the two conduits, the upstream shaft, In the washing system of the overpass pipe which is washed in a state where water is retained in the downstream side shaft and the overpass pipe,
A sealing region forming means for installing a sealing member at a position below the pipe line connected to the shaft of one of the shafts, and setting a region below the sealing member as a sealed region;
Fluid pressurizing and introducing means for pressurizing and introducing a sherbet-like fluid into the sealed region;
A flushing system for a bypass passage characterized by comprising:
他方の立坑側から滞留水及び/又は前記流動体を排出する排出手段を更に有することを特徴とする請求項6に記載の洗浄システム。   The cleaning system according to claim 6, further comprising discharge means for discharging the accumulated water and / or the fluid from the other shaft side. 圧縮気体を前記密閉領域内に供給する圧縮気体供給手段を有することを特徴とする請求項6又は7に記載の洗浄システム。   The cleaning system according to claim 6 or 7, further comprising compressed gas supply means for supplying compressed gas into the sealed region. 前記密閉用部材の下方に、膨張可能な袋体及び板体がこの順で配置され、
前記膨張可能な袋体に流体を供給する流体供給手段を有することを特徴とする請求項6又は7に記載の洗浄システム。
Below the sealing member, an inflatable bag and a plate are arranged in this order,
The cleaning system according to claim 6, further comprising a fluid supply unit that supplies fluid to the inflatable bag body.
前記シャーベット状の流動体は水よりも比重が高いことを特徴とする請求項6〜9の何れか1項に記載の洗浄システム。   The cleaning system according to any one of claims 6 to 9, wherein the sherbet-like fluid has a specific gravity higher than that of water.
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