JP5019903B2 - Continuous water control body installation device - Google Patents

Continuous water control body installation device Download PDF

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JP5019903B2
JP5019903B2 JP2007034014A JP2007034014A JP5019903B2 JP 5019903 B2 JP5019903 B2 JP 5019903B2 JP 2007034014 A JP2007034014 A JP 2007034014A JP 2007034014 A JP2007034014 A JP 2007034014A JP 5019903 B2 JP5019903 B2 JP 5019903B2
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control body
water control
fluid pipe
housing
existing fluid
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JP2008196638A (en
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裕策 大野
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Cosmo Koki Co Ltd
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Description

本発明は、既設流体管の一部を筐体で囲繞して、この筐体内における既設流体管の切除箇所を不断水状態で切除し、少なくとも仕切壁から形成される制水体を切除箇所に設置して、この制水体により流路を遮断若しくは流路を形成する既設流体管の不断水制水体設置装置に関する。   The present invention surrounds a part of an existing fluid pipe with a casing, cuts off the excised portion of the existing fluid pipe in the casing in an indefinite water state, and installs at least the water control body formed from the partition wall Then, the present invention relates to a continuous water control body installation device for an existing fluid pipe that blocks or forms a flow path by the water control body.

従来の不断水制水体設置装置は、原地盤を掘削して管路の一部にゲート室を設置し、このゲート室の管路上流側に流入口を形成するとともに、管路下流側に流出口を形成し、ゲート室内において管路の一部を切除して制水体を設置している(例えば、特許文献1参照)。   A conventional continuous water control body installation device excavates the original ground and installs a gate chamber in a part of the pipeline, forms an inlet on the upstream side of the pipeline of the gate chamber, and flows downstream of the pipeline. An outlet is formed, and a water control body is installed by cutting off a part of the pipeline in the gate chamber (see, for example, Patent Document 1).

また、別の従来の不断水制水体設置装置として、管路の一部を筐体により囲繞し、この筐体内部に配設した管切断装置により、管路の一部を切除して制水体を設置している(例えば、特許文献2参照)。   Further, as another conventional continuous water control body installation device, a part of the pipeline is surrounded by a casing, and a part of the pipeline is excised by a pipe cutting device disposed inside the casing. (For example, refer to Patent Document 2).

特許第3604048号公報(第2頁、第1図)Japanese Patent No. 3606048 (2nd page, FIG. 1) 特許第3306721号公報(第2頁、第1図)Japanese Patent No. 3306721 (2nd page, Fig. 1)

しかしながら、特許文献1にあっては、制水体の設置工程において、管路の一部の切断とともに、管内の流体がゲート室内に流出し、この流体で満たされたゲート室内において、作業員が開閉扉取付作業等を行う必要があり、このような水中における作業は、危険を伴うだけでなく、管路の一部を切断する際に発生した切り粉を回収する手間も要していた。   However, in Patent Document 1, in the installation process of the water control body, the fluid in the pipe flows out into the gate chamber as part of the pipe is cut, and the operator opens and closes the gate chamber filled with the fluid. It is necessary to perform door installation work and the like, and such underwater work is not only dangerous, but also requires labor for collecting chips generated when a part of the pipe is cut.

また、特許文献2にあっては、筐体内における管路の一部の切断工程であるため、上述した危険を伴う作業は発生しないが、筐体内における管路の一部を切断する際に発生した切り粉が、管路内に流入してしまうという不具合が生じていた。   Further, in Patent Document 2, since it is a cutting process for a part of the pipeline in the casing, the above-mentioned work with the danger does not occur, but occurs when cutting a part of the pipeline in the casing. There was a problem that the cut chips flowed into the pipeline.

本発明は、このような問題点に着目してなされたもので、既設流体管の切断の際に発生する切り粉が流体管内に流入することを防止でき、しかも、危険な作業を伴うことのない既設流体管の不断水制水体設置装置を提供することを目的とする。   The present invention has been made paying attention to such a problem, and can prevent chips generated when cutting an existing fluid pipe from flowing into the fluid pipe, and can involve dangerous work. An object of the present invention is to provide a continuous water control body installation device for an existing fluid pipe.

上記課題を解決するために、本発明の請求項1に記載の不断水制水体設置装置は、
管内に自由表面を有する既設流体管の一部を上部が開口している筐体で囲繞して、該筐体内における前記既設流体管の切除箇所を不断水状態でワイヤーソーにより切除し、仕切壁から構成される制水体を前記切除箇所に設置して、前記制水体により流路を遮断若しくは流路を形成する既設流体管の不断水制水体設置装置であって、
前記仕切壁に流体を流通可能な開口が形成されるとともに、該開口を開閉可能な止水板が前記仕切壁に設けられており、前記筐体の内側面及び内底面に前記仕切壁を載置する膨出段部が内方に向かって膨出して形成されており、前記筐体の内側面に形成された前記膨出段部の両側部に前記仕切壁をガイドするガイドを突設して形成されており、前記筐体における前記膨出段部の流路上流側と流路下流側とに、前記筐体内の滞留水を排水可能な排水手段が設けられていることを特徴としている。
この特徴によれば、流体管の切除の際に筐体内に漏出し、膨出段部の流路上流側と流路下流側とに分かれて滞留する滞留水を、排水手段により筐体外に排水出来るため、この滞留水の排水の際に、流体管の切除時に発生し滞留水に混入している切り粉を排出することが出来、流体管内への切り粉の流入を防止できる。しかも、上部が開口している自由水面を有する筐体内でワイヤーソーにより既設流体管の切除及び切り粉の回収作業が可能となるので、原地盤を掘削したピット内で危険な作業を伴うことなく、安全であり、また作業用開閉弁や作業用ハウジングを使用する必要もなく、不断水制水体設置装置を簡潔な構成にすることができる。そして、仕切壁に流体が流通可能な開口が形成され、該開口を開閉する止水板が仕切壁に設けられているので、仕切壁からなる制水体を筐体の内側面に形成したガイドに沿って下方に降ろすだけで流路を開閉する不断水制水体を設置することができる。
In order to solve the above-described problem, the continuous water control body installation device according to claim 1 of the present invention provides:
A part of an existing fluid pipe having a free surface in the pipe is surrounded by a casing having an open top , and the excision location of the existing fluid pipe in the casing is excised with a wire saw in an undisturbed water state. A water control body installation device for an existing fluid pipe that installs a water control body composed of:
An opening through which fluid can flow is formed in the partition wall, and a water stop plate capable of opening and closing the opening is provided in the partition wall, and the partition wall is mounted on an inner surface and an inner bottom surface of the housing. The bulging step portion to be placed is formed to bulge inwardly, and a guide for guiding the partition wall is provided on both sides of the bulging step portion formed on the inner side surface of the casing. The drainage means capable of draining the accumulated water in the casing is provided on the upstream side and the downstream side of the bulging step portion of the casing. .
According to this feature, the stagnant water that leaks into the casing when the fluid pipe is excised and stays divided on the upstream side and downstream side of the bulging step is drained out of the casing by the drainage means. Therefore, when this stagnant water is drained, chips generated when the fluid pipe is excised and mixed in the stagnant water can be discharged, and the inflow of chips into the fluid pipe can be prevented. In addition, it is possible to excise the existing fluid pipe and collect chips by using a wire saw in a case with a free water surface that is open at the top. , safety der is, also no need to use a work-off valve and a working housing, can be a non-suspension of water supply system of water body installation apparatus to a simple configuration. An opening through which fluid can flow is formed in the partition wall, and a water stop plate for opening and closing the opening is provided in the partition wall, so that a water control body composed of the partition wall is formed on the inner surface of the housing. It is possible to install a continuous water control body that opens and closes the flow path simply by lowering along.

本発明の請求項2に記載の不断水制水体設置装置は、請求項1に記載の不断水制水体設置装置であって、
前記止水板が前記仕切壁の流路上流側に設けられており、前記仕切壁は、前記筐体内部の管軸方向中央よりも流路下流側に設置されていることを特徴としている。
この特徴によれば、流路上流側から流路下流側に向かって働く流体の圧力を利用して、
流路上流側に設けた止水板を流路下流側の仕切壁に向けて押圧することで、開口を水密に
閉塞できる。また、仕切壁を筐体内部の管軸方向中央よりも流路下流側に設置することで
、仕切壁の流路上流側に設けた止水板を管軸方向中央側に配置できるため、止水板を筐体
の内面と当接させることなく開閉動作出来る。
The continuous water control body installation device according to claim 2 of the present invention is the continuous water control body installation device according to claim 1,
The water stop plate is provided on the upstream side of the flow path of the partition wall, and the partition wall is installed on the downstream side of the flow path from the center in the tube axis direction inside the housing.
According to this feature, using the pressure of the fluid that works from the upstream side of the flow channel toward the downstream side of the flow channel,
By pressing the water stop plate provided on the upstream side of the flow channel toward the partition wall on the downstream side of the flow channel, the opening can be closed watertight. In addition, by installing the partition wall on the downstream side of the flow path from the center in the tube axis direction inside the housing, the water stop plate provided on the upstream side of the flow path in the partition wall can be arranged on the center side in the tube axis direction. The water plate can be opened and closed without contacting the inner surface of the housing.

本発明の請求項3に記載の不断水制水体設置装置は、請求項2に記載の不断水制水体設置装置であって、
前記開口は、前記既設流体管と略同径であって、開口中心が略管軸上に位置するように形成されていることを特徴としている。
この特徴によれば、既設流体管と開口とで菅路断面を略一致させているため、既設流体管内の流体を、開口の通過の際に渦若しくは乱流の発生を抑止し、また流体抵抗を押さえて通過させることが出来る。
The continuous water control body installation device according to claim 3 of the present invention is the continuous water control body installation device according to claim 2,
The opening is substantially the same diameter as the existing fluid pipe, and is formed so that the center of the opening is located on the pipe axis.
According to this feature, the existing fluid pipe and the opening have substantially the same cross section, so that the fluid in the existing fluid pipe can be prevented from generating vortex or turbulence when passing through the opening, and the fluid resistance can be reduced. You can pass through.

本発明の請求項4に記載の不断水制水体設置装置は、請求項1ないし3のいずれかに記載の不断水制水体設置装置であって、
前記筐体の流路上流側と流路下流側とに、前記既設流体管を鉛直方向に支持するベース部が設けられており、前記排水手段は、前記筐体内の滞留水を前記ベース部の外方に導出可能に設けられていることを特徴としている。
この特徴によれば、筐体内の滞留水を、既設流体管を鉛直方向に支持するベース部の外方に導出できるため、ベース部の外方に導出した滞留水の取扱いがし易い。
The continuous water control body installation device according to claim 4 of the present invention is the continuous water control body installation device according to any one of claims 1 to 3,
A base portion that supports the existing fluid pipe in a vertical direction is provided on the upstream side and the downstream side of the flow passage of the housing, and the drainage means removes the accumulated water in the housing of the base portion. It is characterized in that it can be derived outward.
According to this feature, the stagnant water in the housing can be led out to the outside of the base portion that supports the existing fluid pipe in the vertical direction, so that the stagnant water led out of the base portion can be easily handled.

本発明の請求項5に記載の不断水制水体設置装置は、請求項4に記載の不断水制水体設置装置であって、
前記筐体の流路上流側若しくは流路下流側近傍に、前記既設流体管の継手部が設けられるとともに、前記ベース部は、前記継手部を鉛直方向に支持していることを特徴としている。
この特徴によれば、既設流体管の切除の際に管路中で比較的不安定となる継手部を、ベース部により鉛直方向に支持しているため、継手部の設置位置に関わらず、流体管の切除箇所を任意に設定できる。
The continuous water control body installation device according to claim 5 of the present invention is the continuous water control body installation device according to claim 4,
A joint part of the existing fluid pipe is provided on the upstream side or the downstream side of the flow path of the casing, and the base part supports the joint part in the vertical direction.
According to this feature, the joint portion, which is relatively unstable in the pipeline when the existing fluid pipe is excised, is supported in the vertical direction by the base portion. The excision location of the tube can be set arbitrarily.

本発明の実施例を以下に説明する。   Examples of the present invention will be described below.

本発明の実施例を図面に基づいて説明すると、先ず図1は、本発明の実施例における既設流体管の一部を露出した状況を示す側面図である。図2は、既設流体管の一部を筐体で囲繞した状況を示す側断面図である。図3は、筐体内の既設流体管を切除した状況を示す側断面図である。図4は、筐体内に制水体を設置している状況を示す側断面図である。図5は、筐体内に制水体を設置した状況を示す側断面図である。図6は、図5のA−A断面図である。図7(a)は、止水板が開状態における制水体の一部断面図であり、(b)は、止水板が閉状態における制水体の一部断面図であり、(c)は、制水体の側断面図である。   An embodiment of the present invention will be described with reference to the drawings. First, FIG. 1 is a side view showing a state in which a part of an existing fluid pipe in the embodiment of the present invention is exposed. FIG. 2 is a side sectional view showing a state in which a part of an existing fluid pipe is surrounded by a casing. FIG. 3 is a side cross-sectional view showing a state where an existing fluid pipe in the housing is cut away. FIG. 4 is a side cross-sectional view showing a situation in which a water control body is installed in the housing. FIG. 5 is a side cross-sectional view showing a situation in which a water control body is installed in the housing. 6 is a cross-sectional view taken along the line AA in FIG. FIG. 7A is a partial cross-sectional view of the water control body when the water stop plate is in an open state, FIG. 7B is a partial cross-sectional view of the water control body when the water stop plate is in a closed state, and FIG. It is a sectional side view of a water control body.

先ず、図1に示されるように、本実施例の既設流体管1は、原地盤Gの地表面以下の地中に埋設されており、主として下水を流すための管であって、管内は自由表面を有する下水が、流路上流側(図示左側)から流路下流側(図示右側)に向かって流れている。地中に埋設された既設流体管1の管路のうち、後述する既設流体管1の切除箇所Cを含む管軸方向に所定の長さ部分に亘って、この部分の既設流体管1が全周方向に露出するように原地盤Gを掘削し、掘削ピットPを形成する。切断箇所Cの流路上流側近傍には既設流体管1の継手部6が形成され、流路下流側近傍には同様に継手部7が形成されている。   First, as shown in FIG. 1, the existing fluid pipe 1 of the present embodiment is buried in the ground below the ground surface of the original ground G, and is a pipe mainly for flowing sewage, and the inside of the pipe is free. Sewage having a surface flows from the upstream side of the channel (left side in the figure) toward the downstream side of the channel (right side in the figure). Among the existing fluid pipes 1 buried in the ground, the existing fluid pipes 1 in this part are entirely covered over a predetermined length in the tube axis direction including the excision location C of the existing fluid pipe 1 described later. The original ground G is excavated so as to be exposed in the circumferential direction, and excavation pits P are formed. A joint portion 6 of the existing fluid pipe 1 is formed in the vicinity of the flow path upstream of the cutting location C, and a joint portion 7 is similarly formed in the vicinity of the downstream side of the flow path.

原地盤Gの掘削により形成された掘削ピットPの底面に、切断工程等の際に基礎となるように、砕石2を敷くとともに所定厚さ分コンクリート基台3を打設する。また、既設流体管1の切除箇所Cに、管体の全周方向に分割構造を有するバンド4を固定に取付ける。バンド4の上端には、切断後の管片を吊上げるための吊り具5が設けられている。   On the bottom surface of the excavation pit P formed by excavation of the original ground G, a crushed stone 2 is laid and a concrete base 3 is placed by a predetermined thickness so as to serve as a basis for a cutting process or the like. Further, a band 4 having a divided structure is fixedly attached to the excised portion C of the existing fluid pipe 1 in the entire circumferential direction of the pipe body. At the upper end of the band 4, a lifting tool 5 for lifting the cut piece is provided.

次に、図2に示されるように、既設流体管1の切断箇所Cを囲繞するように、内空構造であって上下分割構造を有する筐体10を既設流体管の周方向に沿って取付ける。筐体10の上部は、上端が開口した直方形状の筒状体であって、下部は、上端が筐体10の前記上部の下端と連続して接続されるとともに、下端は既設流体管1の外周より大径の円弧状の底面を有する。   Next, as shown in FIG. 2, a casing 10 having an inner structure and an upper and lower divided structure is attached along the circumferential direction of the existing fluid pipe so as to surround the cut portion C of the existing fluid pipe 1. . The upper part of the casing 10 is a rectangular cylindrical body having an open upper end, and the lower end is connected to the lower end of the upper part of the casing 10 continuously at the upper end, and the lower end of the existing fluid pipe 1. It has an arc-shaped bottom having a larger diameter than the outer periphery.

また、筐体10は、既設流体管1の外周に図示しないパッキンを介して水密的に接続されている。筐体10の上端は、上方に開口している。また、筐体10の下端部には脚部13、13が下方に延び、この脚部13、13により筐体10をコンクリート3に支持している。   The casing 10 is watertightly connected to the outer periphery of the existing fluid pipe 1 via a packing (not shown). The upper end of the housing 10 opens upward. Further, leg portions 13, 13 extend downward at the lower end portion of the housing 10, and the housing 10 is supported on the concrete 3 by the leg portions 13, 13.

また、筐体10の流路上流側と流路下流側とに、既設流体管1を鉛直方向に支持するベース部としてのベース脚8、9が、コンクリート基台3から立設されており、このベース脚8、9は、筐体10の流路上流側及び流路下流側近傍に設けられた継手部6、7の下半分をそれぞれ周方向に当接して支持している。図2に示されるように、ベース脚8、9とコンクリート基台3とにより、側面視上方に開口するコ字形状に形成されている。   In addition, base legs 8 and 9 as base portions for supporting the existing fluid pipe 1 in the vertical direction are erected from the concrete base 3 on the upstream side and the downstream side of the flow path of the housing 10. The base legs 8 and 9 support the lower halves of the joint portions 6 and 7 provided in the vicinity of the flow channel upstream side and the flow channel downstream side of the housing 10 in contact with each other in the circumferential direction. As shown in FIG. 2, the base legs 8 and 9 and the concrete base 3 are formed in a U shape that opens upward in a side view.

筐体10について、さらに詳細に説明すると、筐体10の内側面及び内底面には、内方に向かって膨出する膨出段部10a、10bが連続して形成されており、この膨出段部10a、10bに、後述のように制水体20を設置するようになっている。筐体10の内底面において上方に膨出する膨出段部10bの流路上流側に排水開口10cが形成されるとともに、この排水開口10cに連続して排水管11の一端が接続され、排水管11は両ベース脚8、9の間を既設流体管1の側方に向かって延びて、排水管11の他端には筐体内の滞留水を排水可能な排水口15が設けられている。同様に、筐体10の内底面において上方に膨出する膨出段部10bの流路下流側に排水開口10dが形成されるとともに、この排水開口10dに連続して排水管12の一端が接続され、排水管12は両ベース脚8、9の間を既設流体管1の側方に向かって延びて、排水管12の他端には筐体内の滞留水を排水可能な排水口17が設けられている。   The casing 10 will be described in more detail. On the inner side surface and the inner bottom surface of the casing 10, bulging step portions 10a and 10b that bulge inward are continuously formed. The water control body 20 is installed in the stepped portions 10a and 10b as described later. A drainage opening 10c is formed on the upstream side of the flow path of the bulging step portion 10b that bulges upward on the inner bottom surface of the housing 10, and one end of the drainage pipe 11 is connected to the drainage opening 10c in succession. The pipe 11 extends between the base legs 8 and 9 toward the side of the existing fluid pipe 1, and a drain outlet 15 is provided at the other end of the drain pipe 11 through which the accumulated water in the housing can be drained. . Similarly, a drain opening 10d is formed on the downstream side of the flow path of the bulging step portion 10b that bulges upward on the inner bottom surface of the housing 10, and one end of the drain pipe 12 is connected to the drain opening 10d. The drain pipe 12 extends between the base legs 8 and 9 toward the side of the existing fluid pipe 1, and the drain pipe 12 is provided with a drain port 17 at the other end of the drain pipe 12 through which the accumulated water in the housing can be drained. It has been.

図5、図6に示されるように、排水口17は、ベース脚8、9の外方において開口しており、バルブ16により開閉自在に設けられている。特に図示しないが、同様に、排水口15は、ベース脚8及びベース脚9の外方において開口しており、バルブ(図示略)により開閉自在に設けられている。上記した筐体10の膨出段部10bの流路上流側に形成された排水開口10c、排水管11、バルブ(図示略)、そして排水口15は、後述のように筐体10内の滞留水を排水可能な排水手段を構成している。同様に、筐体10の膨出段部10bの流路下流側に形成された排水開口10d、排水管12、バルブ16、そして排水口17は、後述のように筐体10内の滞留水を排水可能な排水手段を構成している。   As shown in FIGS. 5 and 6, the drainage port 17 is opened outside the base legs 8 and 9, and can be opened and closed by a valve 16. Although not particularly illustrated, similarly, the drain port 15 is opened outside the base leg 8 and the base leg 9, and is provided to be opened and closed by a valve (not shown). The drain opening 10c, drain pipe 11, valve (not shown), and drain port 15 formed on the upstream side of the flow path of the bulging step portion 10b of the casing 10 are retained in the casing 10 as will be described later. It constitutes drainage means that can drain water. Similarly, the drain opening 10d, the drain pipe 12, the valve 16, and the drain port 17 formed on the downstream side of the flow path of the bulging step portion 10b of the casing 10 are used to store the accumulated water in the casing 10 as will be described later. It constitutes drainage means that can drain.

また、筐体10の内側面及び内底面に連続して形成された膨出段部10a及び膨出段部10bは、筐体10の側断面視管軸方向中央よりも若干流路下流側において設けられている。   Further, the bulging step portion 10a and the bulging step portion 10b formed continuously on the inner side surface and the inner bottom surface of the housing 10 are slightly on the downstream side of the flow path with respect to the center of the side cross-sectional view tube axis direction. Is provided.

次に、図3に示されるように、筐体10内における既設流体管1の切除箇所Cを不断水状態で切除する。切除手段については、特に図示しないが、バンド4の流路上流側と流路下流側とにおいて、管体の外周面に沿って巻回したワイヤーソーカッタにより、既設流体管1を2つの切断面1a、1bで切断する。   Next, as shown in FIG. 3, the excision location C of the existing fluid pipe 1 in the housing 10 is excised in an indefinite water state. The cutting means is not particularly shown, but the existing fluid pipe 1 is cut into two cut surfaces by a wire saw cutter wound around the outer peripheral surface of the pipe body on the upstream side and downstream side of the band 4. Cut at 1a, 1b.

上述のように、筐体10の流路上流側及び流路下流側近傍に、既設流体管1の継手部6、7が設けられるとともに、既設流体管1の切除の際に管路中で比較的不安定となる継手部6、7を、ベース脚8、9により鉛直方向に支持しているため、継手部6、7の設置位置に関わらず、既設流体管1の切除箇所Cを任意に設定できる。尚、既設流体管1の継手部は、本実施例のように、必ずしも筐体10の流路上流側及び流路下流側近傍の両側に設けられているものに限られず、例えば、継手部は、筐体10の流路上流側若しくは流路下流側近傍の片側に設けられているものであっても構わない。   As described above, the joint portions 6 and 7 of the existing fluid pipe 1 are provided in the vicinity of the upstream side of the flow path and the downstream side of the flow path of the housing 10, and the comparison is made in the pipe line when the existing fluid pipe 1 is excised. Since the joint portions 6 and 7 that become unstable are supported in the vertical direction by the base legs 8 and 9, the excision location C of the existing fluid pipe 1 can be arbitrarily set regardless of the installation position of the joint portions 6 and 7. Can be set. In addition, the joint part of the existing fluid pipe 1 is not necessarily limited to those provided on both sides of the casing 10 on the upstream side and the downstream side of the flow path as in this embodiment. The casing 10 may be provided on the upstream side of the flow path or on one side near the downstream side of the flow path.

そして、特に図示しないが、既設流体管1を2つの切断面1a、1bで切断した後に、既設流体管1から分断された両切断面1a、1b間の管片を、バンド4の吊り具5にワイヤを介して接続した吊上げ機で吊上げる。当然のことであるが、この二つの切断面1a、1bは、後述のように設置する制水体20の仕切壁21の側周面と当接する膨出段部10a、10bを挟んで流路上流側と流路下流側とにそれぞれ形成されており、既設流体管1の切断の際に発生する切り粉が、切断面近傍の筐体10内底面、具体的には筐体10内底面における膨出段部10bを挟んで流路上流側と流路下流側とに滞留することになる。筐体10内底面に滞留した切り粉は、排水口15、17から筐体10内の滞留水とともに排水する。   And although not shown in particular, after the existing fluid pipe 1 is cut by the two cut surfaces 1a and 1b, the pipe pieces between the two cut surfaces 1a and 1b separated from the existing fluid pipe 1 are replaced with the hanger 5 of the band 4. It is lifted by a lifting machine connected to the wire via a wire. As a matter of course, the two cut surfaces 1a and 1b are located upstream of the flow path with the bulging step portions 10a and 10b coming into contact with the side peripheral surface of the partition wall 21 of the water control body 20 installed as described later. Formed on the downstream side and the downstream side of the flow path, and chips generated when the existing fluid pipe 1 is cut are expanded on the bottom surface of the housing 10 near the cut surface, specifically, on the bottom surface of the housing 10. It stays on the upstream side of the flow channel and the downstream side of the flow channel with the stepped portion 10b interposed therebetween. The swarf staying on the bottom surface of the housing 10 is drained together with the staying water in the housing 10 from the drain ports 15 and 17.

このように、既設流体管1の切除の際に筐体10内に漏出し、膨出段部10bの流路上流側と流路下流側とに分かれて滞留する滞留水を、排水口15、17により筐体10外に排水出来るため、この滞留水の排水の際に、既設流体管1の切除時に発生し滞留水に混入している切り粉を排出することが出来、既設流体管1内への切り粉の流入を防止できる。しかも、筐体10内で既設流体管1の切除及び切り粉の回収作業が可能となるので、原地盤Gを掘削した掘削ピットP内で危険な作業を伴うことなく、安全である。   In this way, when the existing fluid pipe 1 is excised, the remaining water that leaks into the housing 10 and stays divided on the upstream side and the downstream side of the bulging step portion 10b is discharged to the drain port 15, 17 can be drained out of the housing 10, so that when the accumulated water is drained, the chips generated when the existing fluid pipe 1 is excised and mixed in the accumulated water can be discharged. It is possible to prevent chips from flowing into Moreover, since the existing fluid pipe 1 can be excised and the chips can be collected in the housing 10, it is safe without any dangerous work in the excavation pit P excavating the original ground G.

また、このように、既設流体管1を鉛直方向に支持するベース脚8、9の外方に導出できるため、具体的には、ベース脚8、9の外方において開口した排水口15、17から滞留水を排出できるため、ベース脚8、9の外方において排出した滞留水の取扱いがし易い。滞留水の取扱いとして、特に図示しないが、例えばベース脚8、9の外方において掘削ピットP底面に配置した比較的高さの低い排水受槽内に滞留水を導入したり、また、該排水受槽内にポンプを配置して、このポンプにより滞留水を掘削ピットP外部に排出したり出来る。   In addition, since the existing fluid pipe 1 can be led out of the base legs 8 and 9 supporting the existing fluid pipe 1 in the vertical direction in this way, specifically, the drain ports 15 and 17 opened outside the base legs 8 and 9. Therefore, it is easy to handle the accumulated water discharged outside the base legs 8 and 9. Although not particularly shown as handling of the staying water, for example, the staying water is introduced into a drainage receiving tank having a relatively low height disposed on the bottom surface of the excavation pit P outside the base legs 8 and 9, or the drainage. A pump is arranged in the receiving tank, and the accumulated water can be discharged outside the excavation pit P by this pump.

また、既設流体管1の切除により形成された互いに対向する二つの切断面1a、1bは、上方に向かって互いの離間距離が徐々に長くなるように、テーパ状に形成されており、このようにすることで、管片を上方に向かって吊上げる際に、管片が、上方に向かって互いの離間距離が徐々に長くなる切断面1a、1bに当接することを抑えて、吊上げ易くする効果を有している。   Moreover, the two cutting surfaces 1a and 1b facing each other formed by excision of the existing fluid pipe 1 are formed in a tapered shape so that the distance between them is gradually increased upward. Thus, when the pipe piece is lifted upward, the pipe pieces are prevented from coming into contact with the cut surfaces 1a and 1b whose distance from each other is gradually increased upward, thereby making it easy to lift. Has an effect.

次に、図3に示されるように、既設流体管1の切除の後に、筐体10の上部に筒体14を接続する。筒体14は上下両方に開口しており、筒体14の内側面には、筐体10の内側面に形成された膨出段部10a及び膨出段部10aの両側部に突設されたガイド10e、10eに連続するように、膨出段部14a及びガイド14e、14eが上下方向に沿って突設されている。   Next, as shown in FIG. 3, after excision of the existing fluid pipe 1, the cylindrical body 14 is connected to the upper portion of the housing 10. The cylindrical body 14 is open both vertically, and is provided on the inner side surface of the cylindrical body 14 so as to project from the bulging step portion 10a formed on the inner side surface of the housing 10 and both sides of the bulging step portion 10a. The bulging step portion 14a and the guides 14e, 14e are projected along the vertical direction so as to be continuous with the guides 10e, 10e.

尚、既設流体管1の切断の際には、当然のことであるが、管内の流体が筐体10内に漏出するが、上述のように既設流体管1の管内は自由表面を有しており、切断後の筐体10内も自由表面高さを超えて水位上昇しないため、筐体10の上部に特段の上蓋を要することなく、既設流体管1の切断が可能である。   It should be noted that when the existing fluid pipe 1 is cut, naturally, the fluid in the pipe leaks into the housing 10, but the inside of the existing fluid pipe 1 has a free surface as described above. In addition, since the water level does not rise beyond the free surface height in the housing 10 after cutting, the existing fluid pipe 1 can be cut without requiring a special upper lid on the top of the housing 10.

次に、制水体20の設置について説明する。   Next, installation of the water control body 20 will be described.

図7に示されるように、本実施例の制水体20は、上下方向に延びる仕切壁21と、仕切壁21の上端に連続して水平方向に延びる上蓋22と、から主として構成され、更に仕切壁21には開口21aが形成されており、この開口21aを開閉可能とする止水板24が、ブラケット23を介して、仕切壁21の流路上流側を向く面に取付けられている。仕切壁21は、筐体10の内部及び筐体10に接続した筒体14の内部を、流路上流側と流路下流側とに仕切り、上蓋22は、筒体14の上端を密封可能に形成されている。   As shown in FIG. 7, the water control body 20 of the present embodiment is mainly composed of a partition wall 21 extending in the vertical direction and an upper lid 22 extending in the horizontal direction continuously to the upper end of the partition wall 21, and further partitioning An opening 21 a is formed in the wall 21, and a water stop plate 24 that can open and close the opening 21 a is attached to a surface of the partition wall 21 facing the upstream side of the flow path via a bracket 23. The partition wall 21 partitions the inside of the housing 10 and the inside of the cylinder body 14 connected to the housing 10 into a flow channel upstream side and a flow channel downstream side, and the upper lid 22 can seal the upper end of the cylinder body 14. Is formed.

図7(a)〜(c)に示されるように、仕切壁21について、より具体的には、仕切り壁21の側周面に沿って形成された凹部にシール部材30が設けられている。また、仕切壁21の上下方向中央より下部寄りに、既設流体管1と略同径の円形状の開口21aが形成されており、更に、仕切壁21の流路上流側の面に、開口21aを開閉可能に上下動する止水板24が取付けられている。止水板24は、上蓋22に形成された挿通孔22aに上下方向に挿通されたネジ杆26の下部に螺合されており、上蓋22の上方でネジ杆26の上部に螺合された操作ハンドル28(図5、図6参照)の回動操作により、止水板24はガイド25に沿って上下動して開口21aを開閉する。すなわち、止水板24を上方動作することで開口21aを開状態とし、下方動作することで開口21aを閉状態とする。   As shown in FIGS. 7A to 7C, more specifically, with respect to the partition wall 21, a seal member 30 is provided in a recess formed along the side peripheral surface of the partition wall 21. Further, a circular opening 21a having the same diameter as that of the existing fluid pipe 1 is formed near the lower portion of the partition wall 21 in the vertical direction, and the opening 21a is formed on the upstream surface of the partition wall 21 on the flow path. A water stop plate 24 that moves up and down so as to be openable and closable is attached. The water stop plate 24 is screwed into the lower portion of the screw rod 26 inserted in the vertical direction into the insertion hole 22 a formed in the upper lid 22, and is operated to be screwed into the upper portion of the screw rod 26 above the upper lid 22. By rotating the handle 28 (see FIGS. 5 and 6), the water stop plate 24 moves up and down along the guide 25 to open and close the opening 21a. That is, the opening 21a is opened by moving the water stop plate 24 upward, and the opening 21a is closed by moving downward.

図7(c)に示されるように、上蓋22は、側断面視下方に開口する略コ字形状に形成されるとともに、外側面に沿って形成された凹部にシール部材29が設けられている。また、ネジ杆26の周囲を水密に被覆する被覆部27が、上蓋22の上面から立設されている(図5参照)。   As shown in FIG. 7C, the upper lid 22 is formed in a substantially U-shape that opens downward in a side sectional view, and a seal member 29 is provided in a recess formed along the outer surface. . Moreover, the coating | coated part 27 which coat | covers the circumference | surroundings of the screw rod 26 watertightly is installed from the upper surface of the upper cover 22 (refer FIG. 5).

図4及び図5に示されるように、上記した構成の制水体20は、吊上げ機(図示略)により、筒体14の上方に開口した開口部14bから下降して、筒体14内部、そして筐体10内部を吊り降ろされる。制水体20は、ガイド14e、10eに沿って下方に降ろされ、上蓋22の下面が筒体14の内周面に沿って設けられた膨出部14cと当接するとともに、シール部材30が設けられた側周面が膨出段部10a、10bと当接して筐体10内に載置される。シール部材30により、仕切壁21の側周面と筐体10内面とは水密に当接し、同様に、シール部材29により、上蓋20の外側面と筒体14内面とは水密に当接している。制水体20の設置後、筒体14の上面に蓋部19を固定に設置する。   As shown in FIGS. 4 and 5, the water control body 20 configured as described above is lowered from the opening 14 b opened above the cylinder body 14 by a lifting machine (not shown), and the inside of the cylinder body 14. The inside of the housing 10 is suspended. The water control body 20 is lowered along the guides 14e and 10e, the lower surface of the upper lid 22 contacts the bulging portion 14c provided along the inner peripheral surface of the cylindrical body 14, and a seal member 30 is provided. The side peripheral surface is placed in the housing 10 in contact with the bulging step portions 10a and 10b. By the seal member 30, the side peripheral surface of the partition wall 21 and the inner surface of the housing 10 are in watertight contact. Similarly, the outer surface of the upper lid 20 and the inner surface of the cylindrical body 14 are in watertight contact by the seal member 29. . After the water control body 20 is installed, the lid portion 19 is fixedly installed on the upper surface of the cylindrical body 14.

仕切壁21が筐体10内に載置された状態において、開口21aは、上述のように既設流体管1と略同径であって、開口中心が略管軸上に位置するように形成されている。このようにすることで、既設流体管1と開口21aとで菅路断面を略一致させているため、既設流体管1内の流体を、開口21aの通過の際に渦若しくは乱流の発生を抑止し、また流体抵抗を押さえて通過させることが出来る。   In the state where the partition wall 21 is placed in the housing 10, the opening 21 a is substantially the same diameter as the existing fluid pipe 1 as described above, and the opening center is located substantially on the tube axis. ing. By doing in this way, since the existing fluid pipe 1 and the opening 21a have substantially the same cross section, the fluid in the existing fluid pipe 1 is caused to generate vortex or turbulence when passing through the opening 21a. It is possible to suppress and pass the fluid resistance.

また、上述のように、仕切壁21に流体を流通可能な開口21aが形成されるとともに、この開口21aを開閉可能な止水板24が仕切壁21の流路上流側に設けられており、仕切壁21は、筐体10内部の管軸方向中央よりも流路下流側に設置されている。このようにすることで、流路上流側から流路下流側に向かって働く既設流体管1内の流体の圧力を利用して、流路上流側に設けた止水板24を流路下流側の仕切壁21に向けて押圧することで、開口21aを水密に閉塞できる。また、仕切壁21を筐体10内部の管軸方向中央よりも流路下流側に設置することで、仕切壁21の流路上流側に設けた止水板24を管軸方向中央側に配置できるため、止水板24を筐体10の内側面と当接若しくは摺接させることなく開閉動作出来る。   Further, as described above, an opening 21a through which fluid can flow is formed in the partition wall 21, and a water stop plate 24 capable of opening and closing the opening 21a is provided on the upstream side of the flow path of the partition wall 21, The partition wall 21 is installed on the downstream side of the flow channel from the center in the tube axis direction inside the housing 10. In this way, the water stop plate 24 provided on the upstream side of the flow path is connected to the downstream side of the flow path using the pressure of the fluid in the existing fluid pipe 1 that works from the upstream side of the flow path toward the downstream side of the flow path. By pressing toward the partition wall 21, the opening 21 a can be watertightly closed. Further, by installing the partition wall 21 on the downstream side of the flow path from the center in the tube axis direction inside the housing 10, the water stop plate 24 provided on the upstream side of the flow path of the partition wall 21 is disposed on the center side in the tube axis direction. Therefore, the opening / closing operation can be performed without bringing the water stop plate 24 into contact with or sliding on the inner surface of the housing 10.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope of the present invention are included in the present invention. It is.

また、上記実施例では、既設流体管1は、原地盤Gの地表面以下の地中に埋設されており、主として下水を流すための管であって、管内は自由表面を有する下水が流れているが、既設流体管は、必ずしも地中に埋設されているものに限られず、気中に露出しているものであっても構わない。また、既設流体管内の流体は、必ずしも管内を常時流れていなくてもよく、間欠的に流れるものであっても構わない。   Moreover, in the said Example, the existing fluid pipe | tube 1 is embed | buried under the ground below the ground surface of the original ground G, and is a pipe | tube for mainly flowing sewage, Comprising: The sewage which has a free surface flows in the pipe | tube. However, the existing fluid pipe is not necessarily limited to the one buried in the ground, and may be one exposed in the air. Further, the fluid in the existing fluid pipe does not necessarily flow constantly in the pipe, and may flow intermittently.

本発明の実施例における既設流体管の一部を露出した状況を示す側面図である。It is a side view which shows the condition which exposed a part of existing fluid pipe | tube in the Example of this invention. 既設流体管の一部を筐体で囲繞した状況を示す側断面図である。It is a sectional side view which shows the condition which enclosed a part of existing fluid pipe | tube with the housing | casing. 筐体内の既設流体管を切除した状況を示す側断面図である。It is a sectional side view which shows the condition which excised the existing fluid pipe | tube in a housing | casing. 筐体内に制水体を設置している状況を示す側断面図である。It is a sectional side view which shows the condition which has installed the water control body in the housing | casing. 筐体内に制水体を設置した状況を示す側断面図である。It is a sectional side view which shows the condition which installed the water control body in the housing | casing. 図5のA−A断面図である。It is AA sectional drawing of FIG. (a)は、止水板が開状態における制水体の一部断面図であり、(b)は、止水板が閉状態における制水体の一部断面図であり、(c)は、制水体の側断面図である。(A) is a partial cross-sectional view of the water control body in the open state, (b) is a partial cross-sectional view of the water control body in the closed state, and (c) is a control view. It is a sectional side view of a water body.

符号の説明Explanation of symbols

1 既設流体管
2 砕石
3 コンクリート基台
4 バンド
5 吊り具
6 継手部
7 継手部
8 ベース脚(ベース部)
9 ベース脚(ベース部)
10 筐体
10a、10b 膨出段部
10c、10d 排水開口(排水手段)
10e ガイド
11、12 排水管(排水手段)
13 脚部
14 筒体
15、17 排水口(排水手段)
16 バルブ(排水手段)
19 蓋部
20 制水体
21 仕切壁
21a 開口
22 上壁
23 ブラケット
24 止水板
25 ガイド
26 ネジ杆
27 被覆部
28 操作ハンドル
29、30 シール部材
DESCRIPTION OF SYMBOLS 1 Existing fluid pipe 2 Crushed stone 3 Concrete base 4 Band 5 Lifting tool 6 Joint part 7 Joint part 8 Base leg (base part)
9 Base leg (base part)
10 Housing 10a, 10b Swelling step 10c, 10d Drain opening (drainage means)
10e Guide 11, 12 Drain pipe (drainage means)
13 Leg 14 Cylinder 15, 17 Drain port (drainage means)
16 Valve (drainage means)
19 Lid 20 Water control body 21 Partition wall 21a Opening 22 Upper wall 23 Bracket 24 Water stop plate 25 Guide 26 Screw rod 27 Covering part 28 Operation handle 29, 30 Seal member

Claims (5)

管内に自由表面を有する既設流体管の一部を上部が開口している筐体で囲繞して、該筐体内における前記既設流体管の切除箇所を不断水状態でワイヤーソーにより切除し、仕切壁から構成される制水体を前記切除箇所に設置して、前記制水体により流路を遮断若しくは流路を形成する既設流体管の不断水制水体設置装置であって、
前記仕切壁に流体を流通可能な開口が形成されるとともに、該開口を開閉可能な止水板が前記仕切壁に設けられており、前記筐体の内側面及び内底面に前記仕切壁を載置する膨出段部が内方に向かって膨出して形成されており、前記筐体の内側面に形成された前記膨出段部の両側部に前記仕切壁をガイドするガイドを突設して形成されており、前記筐体における前記膨出段部の流路上流側と流路下流側とに、前記筐体内の滞留水を排水可能な排水手段が設けられていることを特徴とする不断水制水体設置装置。
A part of an existing fluid pipe having a free surface in the pipe is surrounded by a casing having an open top , and the excision location of the existing fluid pipe in the casing is excised with a wire saw in an undisturbed water state. A water control body installation device for an existing fluid pipe that installs a water control body composed of:
An opening through which fluid can flow is formed in the partition wall, and a water stop plate capable of opening and closing the opening is provided in the partition wall, and the partition wall is mounted on an inner surface and an inner bottom surface of the housing. The bulging step portion to be placed is formed to bulge inwardly, and a guide for guiding the partition wall is provided on both sides of the bulging step portion formed on the inner side surface of the casing. The drainage means capable of draining the accumulated water in the casing is provided on the upstream side and the downstream side of the bulging step portion of the casing. A continuous water control body installation device.
前記止水板が前記仕切壁の流路上流側に設けられており、前記仕切壁は、前記筐体内部の管軸方向中央よりも流路下流側に設置されていることを特徴とする請求項1に記載の不断水制水体設置装置。 The water stop plate is provided on the upstream side of the flow path of the partition wall, and the partition wall is installed on the downstream side of the flow path from the center in the tube axis direction inside the housing. Item 5. A continuous water control body installation device according to item 1. 前記開口は、前記既設流体管と略同径であって、開口中心が略管軸上に位置するように形成されていることを特徴とする請求項2に記載の不断水制水体設置装置。   The continuous water control body installation device according to claim 2, wherein the opening has a diameter substantially the same as that of the existing fluid pipe, and the center of the opening is located substantially on the pipe axis. 前記筐体の流路上流側と流路下流側とに、前記既設流体管を鉛直方向に支持するベース部が設けられており、前記排水手段は、前記筐体内の滞留水を前記ベース部の外方に導出可能に設けられていることを特徴とする請求項1ないし3のいずれかに記載の不断水制水体設置装置。   A base portion that supports the existing fluid pipe in a vertical direction is provided on the upstream side and the downstream side of the flow passage of the housing, and the drainage means removes the accumulated water in the housing of the base portion. The continuous water control body installation device according to any one of claims 1 to 3, wherein the continuous water control body installation device is provided so as to be led out to the outside. 前記筐体の流路上流側若しくは流路下流側近傍に、前記既設流体管の継手部が設けられるとともに、前記ベース部は、前記継手部を鉛直方向に支持していることを特徴とする請求項4に記載の不断水制水体設置装置。   The joint part of the existing fluid pipe is provided on the upstream side or the downstream side of the flow path of the housing, and the base part supports the joint part in the vertical direction. Item 5. The continuous water control body installation device according to item 4.
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