JP2010222877A - Cut-off wall device for pipe conduit - Google Patents

Cut-off wall device for pipe conduit Download PDF

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JP2010222877A
JP2010222877A JP2009072591A JP2009072591A JP2010222877A JP 2010222877 A JP2010222877 A JP 2010222877A JP 2009072591 A JP2009072591 A JP 2009072591A JP 2009072591 A JP2009072591 A JP 2009072591A JP 2010222877 A JP2010222877 A JP 2010222877A
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blocking wall
water blocking
water
pipe
wall
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JP5411545B2 (en
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Masahiro Shimono
雅裕 下埜
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Ito Yogyo Co Ltd
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Ito Yogyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a cut-off wall device for pipe conduit capable of supporting a cut-off wall stably and facilitating the work for installing it. <P>SOLUTION: This cut-off wall device 1 is provided with the cut-off wall 6 formed into such size that dams up the water stream flowing in a lower part of the pipe conduit 2 having a circular cross section and having an outer peripheral face capable of being watertightly pressed on an inner peripheral face 2a of the pipe conduit 2, a water passing port 7 passing through the cut-off wall 6 in the directions of surface and rear surface, a fixing means 10 for pressing the cut-off wall 6 on the inner peripheral face 2a of the pipe conduit 2 and fixing it, and a supporting leg 27 for supporting the cut-off wall 6 from either or both of the directions of surface and rear surface. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、下水道管等の地中に埋設された管渠の内部を点検・補修する際に、その管渠内を流れる水流を堰き止めてバイパスするために使用される管渠の止水壁装置に関する。   The present invention relates to a water blocking wall of a pipe used for blocking and bypassing the water flow flowing in the pipe when the inside of the pipe buried in the ground such as a sewer pipe is inspected and repaired. Relates to the device.

下水道の管渠内を点検したり、管渠の補修工事を行ったりする場合、管渠の底部を流れる下水が作業の邪魔になる。このため、管渠内の作業空間の上流側と下流側とに止水壁装置を設けるとともに、両止水壁装置間にバイパス管を通し、上流側の止水壁装置で堰き止めた下水をバイパス管を通して下流側の止水壁装置へバイパスさせることによって、作業空間を確保することが行われている。   When checking the inside of sewer pipes or repairing pipes, the sewage flowing through the bottom of the pipes interferes with the work. For this reason, water barrier devices are provided on the upstream and downstream sides of the work space in the pipe, and a bypass pipe is passed between both water barrier devices to prevent sewage blocked by the upstream water barrier device. A work space is secured by bypassing to a downstream water blocking wall device through a bypass pipe.

下記特許文献1には、上記のような用途で使用される止水壁装置が開示されている。この止水壁装置は、管渠の断面下部を流れる水流を堰き止め可能な大きさに形成され、かつ管渠の内周面に水密的に圧着可能な外周面を有する止水壁と、止水壁を表裏方向(前後方向)に貫通し、バイパス管が接続される通水口と、止水壁を管渠の内周面に圧着させて固定する固定手段と、を備えている。
また、固定手段は、管渠の内周長さと止水壁の外周長さとの差にほぼ等しい長さを有する固定バンドを備えている。そして、この固定バンドを管渠の内周面に沿わせて配置するとともに、固定バンドの長手方向両端部で止水壁の幅方向両端部を下方に押さえ込むことによって、止水壁の外周面を管渠の内周面に圧着させるように構成されている。
Patent Document 1 listed below discloses a water blocking wall device used for the above-described purposes. This water stop device is formed in a size that can dam the water flow that flows through the lower section of the pipe rod, and has a water stop wall having an outer peripheral surface that can be watertightly crimped to the inner peripheral surface of the pipe rod, A water passage through which the water wall penetrates in the front and back direction (front-rear direction), and a bypass pipe is connected; and a fixing means for fixing the water stop wall by crimping to the inner peripheral surface of the pipe rod.
The fixing means includes a fixing band having a length substantially equal to the difference between the inner peripheral length of the pipe rod and the outer peripheral length of the water blocking wall. And while arranging this fixed band along the inner peripheral surface of the pipe rod, pressing the both ends in the width direction of the water blocking wall downward at both longitudinal ends of the fixed band, the outer peripheral surface of the water blocking wall It is comprised so that it may be crimped | bonded to the inner peripheral surface of a pipe rod.

特開2004−137776号公報Japanese Patent Laid-Open No. 2004-137776

上記止水壁装置は、次のように管渠に設置される。まず、管渠内に止水壁装置を搬入し、止水壁の外周面を管渠の内周面の下部に接触させて人手によって保持する。そして、固定バンドの両端部を止水壁の幅方向両端部に当接させ、固定バンドのほぼ全体を管渠の内周面に沿わせる。これによって、止水壁の外周面が管渠の内周面に圧着され、止水壁が固定される。しかし、止水壁装置の設置作業中、管渠内に下水の流れがあると、水圧によって止水壁が前後方向に傾いたり倒れたりする可能性がある。そのため、人手によって止水壁をしっかりと保持したうえで固定バンドを取り付ける必要があり、設置作業に多大な労力を要していた。   The water blocking wall device is installed in the pipe as follows. First, the water blocking wall device is carried into the pipe trough, and the outer peripheral surface of the water blocking wall is brought into contact with the lower part of the inner peripheral surface of the pipe trough and is manually held. And the both ends of a fixed band are contact | abutted to the width direction both ends of a water stop wall, and the substantially whole fixed band is along the inner peripheral surface of a pipe rod. Thereby, the outer peripheral surface of the water blocking wall is pressure-bonded to the inner peripheral surface of the pipe rod, and the water blocking wall is fixed. However, if there is a flow of sewage in the pipe during the installation work of the water blocking wall device, the water blocking wall may be tilted forward or backward due to water pressure. For this reason, it is necessary to attach the fixing band after holding the water blocking wall firmly by hand, which requires a lot of labor for the installation work.

また、特許文献1の止水壁装置では、固定バンドが管渠の内周面の半分又はそれ以上の長さを有しており、その長さは内径の大きい管渠に使用されるものほど長くなる。しかし、固定バンドが長くなると、その重量が大きくなって管渠の内周面に沿わせる作業が困難になるとともに、自重によって固定バンドが下方に撓み、外れ易くなる可能性がある。したがって、特許文献1のような固定バンドを用いた固定方法は、内径が大きな管渠(例えば、φ1500mm以上の管渠)には不向きであった。   Further, in the water blocking wall device of Patent Document 1, the fixed band has a length that is half or more of the inner peripheral surface of the pipe rod, and the length is such that it is used for a pipe rod having a large inner diameter. become longer. However, when the fixed band becomes longer, the weight increases and it becomes difficult to work along the inner peripheral surface of the pipe rod, and the fixed band may be bent downward due to its own weight and easily come off. Therefore, the fixing method using the fixing band as in Patent Document 1 is not suitable for a pipe rod having a large inner diameter (for example, a tube rod having a diameter of 1500 mm or more).

本発明はこのような問題を解決するためになされたものであり、止水壁を安定した状態で支持することにより、設置作業を行い易くすることができる止水壁装置を提供することを目的とする。   The present invention has been made to solve such a problem, and an object of the present invention is to provide a water blocking wall device that can facilitate installation work by supporting the water blocking wall in a stable state. And

本発明の止水壁装置は、横断面円形の管渠の下部を流れる水流を堰き止め可能な大きさに形成され、かつ前記管渠の内周面に水密的に圧着可能な外周面を有する止水壁と、前記止水壁を表裏方向に貫通する通水口と、前記止水壁を前記管渠の内周面に圧着させて固定する固定手段と、前記止水壁を表裏方向の一方又は両方から支持する支持脚と、を備えていることを特徴とする。   The water blocking device of the present invention is formed to have a size capable of blocking the water flow flowing through the lower part of the pipe having a circular cross section, and has an outer peripheral surface capable of being pressure-tightly crimped to the inner peripheral surface of the pipe. A water blocking wall, a water passage opening penetrating the water blocking wall in the front and back direction, a fixing means for pressing the water blocking wall against the inner peripheral surface of the pipe rod and fixing the water blocking wall in the front and back direction Or a support leg supported from both.

このように本発明の止水壁装置は、止水壁を表裏方向の一方又は両方から支持する支持脚を備えているので、この支持脚によって止水壁が表裏方向に倒れるのを防止することができる。したがって、設置作業の際に管渠内に水流があっても止水壁を安定させることができ、設置作業を容易に行うことが可能となる。   As described above, since the water blocking wall device of the present invention includes the support legs that support the water blocking wall from one or both of the front and back directions, the water blocking wall is prevented from falling down in the front and back directions by the support legs. Can do. Therefore, even if there is a water flow in the pipe during the installation work, the water blocking wall can be stabilized, and the installation work can be easily performed.

支持脚は、管渠の幅方向の中心線を挟んで幅方向両側に設けられていることが好ましい。また、支持脚は、止水壁の表裏方向の一方側のみに設けられていてもよいが、止水壁の表裏方向両側に設けられていることがより好ましい。これらの構成によって止水壁をより安定して支持することができる。   The support legs are preferably provided on both sides in the width direction across the center line in the width direction of the tube rod. Moreover, although the support leg may be provided only on one side of the front and back direction of the water blocking wall, it is more preferable to be provided on both sides of the water blocking wall in the front and back direction. With these configurations, the water blocking wall can be supported more stably.

前記支持脚は、前記止水壁に対して着脱可能に設けられていることが好ましい。止水壁から支持脚を取り外すことによって、止水壁からの突出物を少なくするとともに軽量化することができ、止水壁の運搬や梱包等の取り扱いを容易にすることができる。   It is preferable that the support leg is detachably attached to the water blocking wall. By removing the support legs from the water blocking wall, the number of protrusions from the water blocking wall can be reduced and the weight can be reduced, and transportation of the water blocking wall and handling such as packaging can be facilitated.

前記固定手段は、前記止水壁の上縁部の幅方向両側から上方へ延び、上端部が前記管渠の内周面の近傍に配置される幅方向一対の支持アームと、この一対の支持アームの上端部間において前記管渠の内周面に沿って配置されるとともに、その長手方向両端部が前記一対の支持アームの上端部に支持される弾性変形可能な固定バンドと、を備えていることが好ましい。
このように止水壁の上縁部に幅方向一対の支持アームを備え、この支持アームの上端部によって固定バンドの両端部を支持することによって、従来よりも固定バンドを短くすることができる。そのため、内径が大きな管渠に対しても固定バンドを使用した固定方法を好適に採用することができる。
The fixing means extends upward from both sides in the width direction of the upper edge portion of the water blocking wall, and a pair of support arms in the width direction in which an upper end portion is disposed in the vicinity of the inner peripheral surface of the pipe rod, and the pair of supports. An elastically deformable fixing band disposed between the upper end portions of the arms along the inner peripheral surface of the tube rod and having both longitudinal ends thereof supported by the upper end portions of the pair of support arms. Preferably it is.
Thus, by providing a pair of support arms in the width direction at the upper edge of the water blocking wall and supporting the both ends of the fixed band with the upper ends of the support arms, the fixed band can be made shorter than before. For this reason, a fixing method using a fixing band can be suitably employed even for a pipe rod having a large inner diameter.

前記一対の支持アームは、前記止水壁の上縁部に沿った収納姿勢と、この収納姿勢から上方に揺動して前記固定バンドを支持する支持姿勢との間で姿勢変更可能に設けられていることが好ましい。支持アームを収納姿勢とすることによって、運搬や梱包等の取り扱いが容易となり、設置時に支持アームを支持姿勢とすることによって固定バンドの長手方向両端部を適切に支持することができる。   The pair of support arms are provided such that the posture can be changed between a storage posture along the upper edge of the water blocking wall and a support posture that swings upward from the storage posture to support the fixed band. It is preferable. By setting the support arm to the storage position, handling such as transportation and packing becomes easy, and by setting the support arm to the support position at the time of installation, both ends in the longitudinal direction of the fixed band can be appropriately supported.

前記一対の支持アームは、前記止水壁の上縁部に対して幅方向に位置調整可能に設けられていることが好ましい。このように支持アームを位置調整可能にした場合、支持アーム間の先端部間の距離を固定バンドの長さ等に応じて調整することが可能となる。   It is preferable that the pair of support arms is provided so that the position of the pair of support arms can be adjusted in the width direction with respect to the upper edge portion of the water blocking wall. When the position of the support arm can be adjusted in this way, the distance between the tip portions between the support arms can be adjusted according to the length of the fixed band or the like.

前記止水壁の上縁部は、作業者が握ることができる太さの幅方向に延びる棒材によって構成されていることが好ましい。このような構成によって、当該棒材を取っ手として手に持つことができ、止水壁の運搬等の取り扱いを容易に行うことが可能となる。また、この棒材にロープなどを括り付けることによって、止水壁の姿勢保持が可能となる。   It is preferable that the upper edge portion of the water blocking wall is constituted by a bar material extending in the width direction of a thickness that can be grasped by an operator. With such a configuration, the bar can be held in the hand as a handle, and handling such as transportation of the water blocking wall can be easily performed. In addition, it is possible to maintain the posture of the water blocking wall by tying a rope or the like to the bar.

前記止水壁が、管渠内の水流を堰き止める透明な止水板を有していることが好ましい。透明な止水板を有することによって、管渠内を流れる水の水位を作業空間側から確認することができる。   It is preferable that the water blocking wall has a transparent water blocking plate that blocks the water flow in the pipe wall. By having a transparent water stop plate, the level of water flowing in the pipe can be confirmed from the work space side.

前記止水壁は、管渠内の水流を堰き止める止水板と、この止水板の外周部を支持する外側枠体とを備えており、前記外側枠体が、前記止水板を表裏方向に直交する方向に挿脱自在に差し込み可能な挿入溝を備えていることが好ましい。これによって、外側枠体に対して止水板を簡単に着脱することができる。また、設置作業の際に、外側枠体から止水板を取り外しておけば、管渠内に水流があってもその影響を受けることが少なくなり、止水壁を容易に安定させた状態に保持することができる。   The water stop wall includes a water stop plate that blocks the water flow in the pipe and an outer frame body that supports an outer peripheral portion of the water stop plate, and the outer frame body has the front and back surfaces of the water stop plate. It is preferable to provide an insertion groove that can be inserted and removed in a direction perpendicular to the direction. Thereby, a water stop board can be easily attached or detached with respect to an outer side frame. In addition, if the water stop plate is removed from the outer frame during installation work, it will be less affected even if there is a water flow in the pipe frame, and the water stop wall will be easily stabilized. Can be held.

前記止水壁の外周面には、前記管渠の内周面に圧着されることによって弾性変形可能な筒形状のシール部材が設けられていてもよい。このようにシール部材を筒形状とすることによってその弾性変形量を大きくすることができ、管渠の内径差や内周面の凹凸等に追従してシール部材を弾性変形させて管渠の内周面にシール部材を密着させ、シール性を高めることができる。   A cylindrical sealing member that can be elastically deformed by being crimped to the inner peripheral surface of the pipe rod may be provided on the outer peripheral surface of the water blocking wall. By making the sealing member into a cylindrical shape in this way, the amount of elastic deformation can be increased, and the sealing member is elastically deformed following the difference in inner diameter of the pipe rod and the unevenness of the inner peripheral surface to The sealing member can be brought into close contact with the peripheral surface to improve the sealing performance.

また、前記止水壁の外周面に、前記管渠の内周面に圧着されることによって弾性変形可能なリップ部を有するシール部材が設けられていてもよい。このようにシール部材がリップ部を有していることによってその弾性変形量を大きくすることができ、管渠の内径差や内周面の凹凸等に追従してシール部材(リップ部)を弾性変形させて管渠の内周面にシール部材を密着させ、シール性を高めることができる。   Moreover, the sealing member which has a lip | rip part which can be elastically deformed by crimping | bonding to the outer peripheral surface of the said water stop wall by the inner peripheral surface of the said pipe rod may be provided. Since the sealing member has the lip portion as described above, the elastic deformation amount can be increased, and the sealing member (lip portion) can be elastically following the difference in the inner diameter of the pipe rod and the irregularity of the inner peripheral surface. The sealing member can be brought into close contact with the inner peripheral surface of the pipe rod to enhance the sealing performance.

本発明によれば、支持脚によって止水壁を安定して支持し、設置作業を行い易くすることができる。   According to the present invention, the water blocking wall can be stably supported by the support legs, and the installation work can be easily performed.

本発明の第1の実施形態に係る止水壁装置を示す斜視図である。1 is a perspective view showing a water blocking wall device according to a first embodiment of the present invention. (a)は止水壁装置を用いて下水道の管渠の内部に構築された仮設水路装置を示す平面断面図、(b)は同側面断面図である。(A) is a plane sectional view showing a temporary waterway device built inside a sewer pipe using a water blocking wall device, and (b) is a side sectional view of the same. 止水壁装置の正面図である。It is a front view of a water blocking wall apparatus. 図3のA−A矢視断面図である。It is AA arrow sectional drawing of FIG. 支持脚の接地部を拡大して示す正面図である。It is a front view which expands and shows the grounding part of a support leg. 取付バーの上部側の取付部位を拡大して例示する断面図である。It is sectional drawing which expands and illustrates the attachment site | part of the upper part side of an attachment bar. (a)は調整部を管渠の中心側から径方向外側へ見た説明図であり、(b)は、(a)のB−B矢視断面図である。(A) is explanatory drawing which looked at the adjustment part to the radial direction outer side from the center side of a pipe rod, (b) is BB arrow sectional drawing of (a). 固定手段の変形例を示す正面図である。It is a front view which shows the modification of a fixing means. 本発明の第2の実施形態に係る止水壁装置を示す斜視図である。It is a perspective view which shows the water stop wall apparatus which concerns on the 2nd Embodiment of this invention. 本発明の第3の実施形態に係る止水壁装置のシール部材を示す断面図である。It is sectional drawing which shows the sealing member of the water stop apparatus which concerns on the 3rd Embodiment of this invention. 本発明の第4の実施形態に係る止水壁装置を示す正面図である。It is a front view which shows the water blocking wall apparatus which concerns on the 4th Embodiment of this invention. 本発明の第5の実施形態に係る止水壁装置の止水壁を示す概略的な斜視図である。It is a schematic perspective view which shows the water stop wall of the water stop wall apparatus which concerns on the 5th Embodiment of this invention. (a)は止水壁の概略的な平面図、(b)は側面断面図である。(A) is a schematic top view of a water stop wall, (b) is side sectional drawing.

以下、図面に基づいて、本発明の実施形態を説明する。
図1は本発明の実施形態に係る止水壁装置1を示す斜視図、図2(a)は止水壁装置1を用いて下水道の管渠2の内部に構築された仮設水路装置3を示す平面断面図、図2(b)は同側面断面図である。図2に示すように、この仮設水路装置3は、マンホール縦管4に接続された横向きの管渠2の断面内で下水をバイパスする仮設水路を構成することにより、当該管渠2の内周面を点検ないし補修するための作業空間を確保するためのものである。なお、以下の説明において、管渠2の延長方向を前後方向とし、この方向に直交する水平方向を幅方向乃至左右方向とする。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing a water blocking wall device 1 according to an embodiment of the present invention, and FIG. 2A shows a temporary water channel device 3 built inside a sewer pipe 2 using the water blocking wall device 1. FIG. 2B is a cross-sectional side view illustrating the same. As shown in FIG. 2, the temporary waterway device 3 includes a temporary waterway that bypasses sewage in the cross section of the horizontal pipe 2 connected to the manhole vertical pipe 4, thereby This is to secure a working space for inspecting or repairing the surface. In the following description, the extending direction of the pipe rod 2 is defined as the front-rear direction, and the horizontal direction orthogonal to this direction is defined as the width direction or the left-right direction.

この仮設水路装置3は、管渠2の内部における所定の施工区間の上流側と下流側にそれぞれ配置された止水壁装置1と、この止水壁装置1の止水壁6に設けられた通水口7同士を互いに連結するバイパス管路5とを備えており、上流側の止水壁装置1で堰き止められた下水をすべてバイパス管路5に流すことにより、そのバイパス管路5の外側に作業空間を確保するように構成されている。   The temporary waterway device 3 is provided on the water stop wall device 1 disposed on the upstream side and the downstream side of a predetermined construction section inside the pipe trough 2 and the water stop wall 6 of the water stop wall device 1. And a bypass pipe 5 that connects the water inlets 7 to each other. By flowing all the sewage blocked by the upstream water stop wall device 1 to the bypass pipe 5, the outside of the bypass pipe 5 is provided. It is configured to secure a work space.

バイパス管路5は、その中心軸線が湾曲可能となる程度の可撓性を有するホース部材よりなり、より具体的には、外周壁が蛇腹構造5aとなった蛇腹ホースが採用されている。このため、止水壁装置1で区画された施工区間内でホース部材を管渠2の幅方向に移動させることにより、管渠2の内周面のほぼ全域を露出させることができる。なお、バイパス管路5は、取り扱いの容易性および排水必要量の関係により、内径をφ200mm程度としている。   The bypass pipe 5 is made of a hose member having such a flexibility that the center axis can be bent, and more specifically, a bellows hose having an outer peripheral wall of the bellows structure 5a is adopted. For this reason, by moving the hose member in the width direction of the pipe rod 2 in the construction section partitioned by the water blocking wall device 1, almost the entire inner peripheral surface of the pipe rod 2 can be exposed. The bypass pipe 5 has an inner diameter of about 200 mm due to the ease of handling and the required amount of drainage.

図3は止水壁装置1の正面図であり、図4は図3のA−A矢視断面図である。この止水壁装置1が備えている止水壁6の平面図である。止水壁装置1は、横断面円形の管渠2の断面下部を流れる水流を堰き止めることができる大きさに形成され、管渠2の内周面2aに圧着される外周面を有している止水壁6と、この止水壁6を表裏方向に貫通するように形成された通水口7と、止水壁6の外周面を管渠2の内周面2aに圧着させた状態で止水壁6を管渠2に固定するための固定手段10とを備えている。止水壁6の外周面には、径方向(厚さ方向)に圧縮変形可能なシール部材11が設けられている。   3 is a front view of the water blocking wall device 1, and FIG. 4 is a cross-sectional view taken along the line AA in FIG. It is a top view of the water stop wall 6 with which this water stop wall apparatus 1 is provided. The water blocking wall device 1 is formed to have a size capable of blocking the water flow flowing through the lower cross section of the pipe rod 2 having a circular cross section, and has an outer peripheral surface that is crimped to the inner peripheral surface 2a of the pipe rod 2. The water blocking wall 6, the water flow port 7 formed so as to penetrate the water blocking wall 6 in the front and back direction, and the outer peripheral surface of the water blocking wall 6 are pressed against the inner peripheral surface 2 a of the pipe rod 2. A fixing means 10 for fixing the water blocking wall 6 to the pipe rod 2 is provided. On the outer peripheral surface of the water blocking wall 6, a seal member 11 that can be compressed and deformed in the radial direction (thickness direction) is provided.

止水壁6は、水流を堰き止める止水板13と、止水壁6の外郭を構成するとともに、止水板13の外周縁を取り付ける外側枠体14とを有している。止水板13は、管渠2の内空断面の下側1/3〜1/2の高さの範囲を覆うことができる大きさに形成されている。止水板13は上縁が略水平な直線状に形成され、下縁が管渠2の内周面2aに沿って円弧状に形成されており、管渠2の断面下部を流れる水流を堰き止めることが可能となっている。また、止水板13は、塩化ビニル樹脂等の透明な合成樹脂材によって形成されている。止水板13を合成樹脂材により形成することによって止水壁装置1の軽量化を図ることができ、止水板13を透明な材質とすることによって堰き止めた水の水位を目視することが可能となる。もっとも、止水板13は金属製の板材によって形成してもよく、この場合、止水壁装置1の剛性を高めることができる。   The water blocking wall 6 includes a water blocking plate 13 that blocks the water flow, and an outer frame 14 that constitutes an outline of the water blocking wall 6 and to which the outer peripheral edge of the water blocking plate 13 is attached. The water stop plate 13 is formed in a size that can cover the range of the height of 1/3 to 1/2 of the lower side of the inner cross section of the pipe rod 2. The water stop plate 13 is formed in a linear shape with the upper edge being substantially horizontal, and the lower edge is formed in an arc shape along the inner peripheral surface 2a of the pipe rod 2 to block the water flow flowing through the lower section of the pipe rod 2. It is possible to stop. Moreover, the water stop plate 13 is formed of a transparent synthetic resin material such as vinyl chloride resin. By forming the water blocking plate 13 with a synthetic resin material, the weight of the water blocking wall device 1 can be reduced, and by making the water blocking plate 13 a transparent material, it is possible to visually check the level of water blocked. It becomes possible. However, the water stop plate 13 may be formed of a metal plate material. In this case, the rigidity of the water stop wall device 1 can be increased.

外側枠体14は、上枠部材16と、下枠部材17とから構成されている。上枠部材16は、水平方向に延びる前後2本の棒材18によって構成されている。この棒材18は作業者が手で握ることができる程度の太さとされている。一方の棒材18の下面には下向き(内向き)に突出する上フランジ部19が設けられている。下枠部材17は、管渠2の内周面2aに略沿う円弧状に湾曲形成された帯状の板材によって構成され、その幅方向の両端部が、上枠部材16の幅方向両端部に固着されている。この下枠部材17の内周面には上向き(内向き)に突出する外周フランジ部20が設けられている。上フランジ部19および外周フランジ部20には、止水板13の外縁部がボルトおよびナットからなる締結具21によって固定されている。   The outer frame body 14 includes an upper frame member 16 and a lower frame member 17. The upper frame member 16 is constituted by two front and rear bars 18 extending in the horizontal direction. The bar 18 has a thickness that allows an operator to hold it with a hand. An upper flange portion 19 that protrudes downward (inward) is provided on the lower surface of one bar 18. The lower frame member 17 is configured by a belt-like plate material that is curved in an arc shape along the inner peripheral surface 2 a of the tube rod 2, and both end portions in the width direction are fixed to both end portions in the width direction of the upper frame member 16. Has been. An outer peripheral flange portion 20 that protrudes upward (inward) is provided on the inner peripheral surface of the lower frame member 17. An outer edge portion of the water stop plate 13 is fixed to the upper flange portion 19 and the outer peripheral flange portion 20 by a fastener 21 made of bolts and nuts.

下枠部材17の外周面には、シール部材11が設けられている。シール部材11は、圧縮変形可能な部材であり、例えば、発泡樹脂製やゴム製である。シール部材11は、周方向に均一の厚さ(周方向に同じ断面形状)で下枠部材17の外周面に設けられている。シール部材11は、圧縮変形することで管渠2の内周面2aに対して水密的に圧着される。   A seal member 11 is provided on the outer peripheral surface of the lower frame member 17. The seal member 11 is a member that can be compressed and deformed, and is made of, for example, foam resin or rubber. The seal member 11 is provided on the outer peripheral surface of the lower frame member 17 with a uniform thickness in the circumferential direction (the same cross-sectional shape in the circumferential direction). The seal member 11 is compressed in a watertight manner against the inner peripheral surface 2a of the pipe rod 2 by being compressed and deformed.

止水板13には、水流方向に貫通している孔24が設けられていて、この孔24と連続してパイプ部材25が取り付けられている。このパイプ部材25が通水口7となり、当該パイプ部材25にバイパス管路(図2)の端部を嵌合することによって、両者が接続されるようになっている。   The water stop plate 13 is provided with a hole 24 penetrating in the water flow direction, and a pipe member 25 is attached continuously to the hole 24. The pipe member 25 serves as the water flow port 7, and the pipe member 25 is connected to the pipe member 25 by fitting the end portion of the bypass pipe line (FIG. 2).

止水壁装置1は、止水壁6を支持する支持脚27を備えている。本実施形態の支持脚27は合計4本設けられており、図3および図4に示すように、管渠2の幅方向中心線L1を挟む対称位置で、止水壁6の表裏両側に設けられている。図4に示すように、各支持脚27は、止水板13の板面から表裏方向(前後方向)に突出する第1の部分28と、この第1の部分28の前後端部からほぼ下向きに屈曲する第2の部分29とによって略L字形状に形成された脚部30と、この脚部30の先端部(第2の部分29の下端部)に設けられた接地部31とを備えている。接地部31は止水壁6から表裏方向(前後方向)に離れた位置で管渠2の内周面2aに接地している。   The water blocking wall device 1 includes support legs 27 that support the water blocking wall 6. There are a total of four support legs 27 according to this embodiment. As shown in FIGS. 3 and 4, the support legs 27 are provided on both sides of the water blocking wall 6 at symmetrical positions with respect to the center line L <b> 1 in the width direction of the pipe rod 2. It has been. As shown in FIG. 4, each support leg 27 has a first portion 28 projecting from the plate surface of the water blocking plate 13 in the front and back direction (front-rear direction), and substantially downward from the front and rear end portions of the first portion 28. The leg part 30 formed in the substantially L shape by the 2nd part 29 bent in the direction, and the grounding part 31 provided in the front-end | tip part (lower end part of the 2nd part 29) of this leg part 30 are provided. ing. The grounding portion 31 is grounded to the inner peripheral surface 2 a of the pipe rod 2 at a position away from the water blocking wall 6 in the front and back direction (front-rear direction).

脚部30の基端部(第1の部分28の端部)は、上下方向に延びる取付バー32に連結されており、この取付バー32は、上部および下部がボルトやナットからなる締結具33によって上フランジ部19および外周フランジ部20に着脱可能に取り付けられている。
取付バー32と脚部30との間には補強部材34が斜めに架設されている。
The base end portion (the end portion of the first portion 28) of the leg portion 30 is connected to a mounting bar 32 extending in the vertical direction. The mounting bar 32 has a fastener 33 whose upper and lower portions are bolts and nuts. Is attached to the upper flange portion 19 and the outer peripheral flange portion 20 in a detachable manner.
A reinforcing member 34 is obliquely installed between the mounting bar 32 and the leg 30.

取付バー32は、例えば図6に示すような形態で取り付けることができる。図6は、取付バー32の上部側の取付部位を拡大して例示する断面図であるが、取付バー32の下部側についても同様の形態で取り付けることができる。図6(a)に示す形態では、締結具33がボルト35とナット36とからなり、ボルト35のねじ部を一方の取付バー32、止水板13、上フランジ部19、および他方の取付バー32に貫通させ、ナット36を締結することによって、双方の取付バー32を共締め固定している。ボルト35の頭部とナット36との外周部は、合成樹脂材等によって形成されるとともに表面に滑り止めの凹凸が形成され、工具を使用せずに手で締結することができるように構成されている。   The attachment bar 32 can be attached in the form as shown in FIG. 6, for example. FIG. 6 is an enlarged cross-sectional view illustrating the attachment portion on the upper side of the attachment bar 32, but the lower portion of the attachment bar 32 can be attached in the same manner. In the form shown in FIG. 6A, the fastener 33 is composed of a bolt 35 and a nut 36, and the threaded portion of the bolt 35 is connected to one mounting bar 32, the water stop plate 13, the upper flange portion 19, and the other mounting bar. Both mounting bars 32 are fastened together by being passed through 32 and fastening a nut 36. The outer periphery of the head of the bolt 35 and the nut 36 is formed of a synthetic resin material or the like and has a non-slip unevenness on the surface, so that it can be fastened by hand without using a tool. ing.

図6(b)に示す形態では、締結具33が、前後方向に突出するように上フランジ部19に形成された雄ねじ部38と、この雄ねじ部38に螺合されるナット39とを備えており、各雄ねじ部38を取付バー32に貫通させてナット39を締結することによって、各取付バー32を固定している。このナット39の外周面も上記と同様に工具を使用せずに手で締結できるように構成されている。
また、図示していないが、上フランジ部19に対してナットを固定しておき、このナットに対して取付バー32を貫通する頭付きボルトを螺合することによって、取付バー32を固定しても良い。
In the form shown in FIG. 6B, the fastener 33 includes a male screw portion 38 formed on the upper flange portion 19 so as to protrude in the front-rear direction, and a nut 39 screwed to the male screw portion 38. Each mounting bar 32 is fixed by passing each male screw part 38 through the mounting bar 32 and fastening the nut 39. The outer peripheral surface of the nut 39 is also configured to be fastened by hand without using a tool in the same manner as described above.
Although not shown, a nut is fixed to the upper flange portion 19, and a bolt with a head passing through the mounting bar 32 is screwed to the nut to fix the mounting bar 32. Also good.

図3に示すように、支持脚27は、接地部31が管渠2の内周面2aに対して略垂直に接地するように傾けて取り付けられている。すなわち、支持脚27の第2の部分29や取付バー32が、管渠2の中心(止水壁6の外周面の曲率中心)Oを通る仮想線L2に沿うように取り付けられている。
図5は、接地部31を拡大して示す正面図である。接地部31は、略円盤状に形成されるとともに上方に突出する雄ねじ部41を備えている。この雄ねじ部41が脚部30の第2の部分29に形成された雌ねじ部42に螺合されることによって、接地部31が脚部30に取り付けられている。また、雌ねじ部42に対する雄ねじ部41の螺合量を調整することによって、脚部30に対する接地部31の突出量を調整することができ、これによって管渠2の内周面2aに対して確実に接地部31を接地させることができる。
As shown in FIG. 3, the support legs 27 are attached so as to be inclined so that the grounding portion 31 is grounded substantially perpendicularly to the inner peripheral surface 2 a of the pipe rod 2. That is, the second portion 29 and the attachment bar 32 of the support leg 27 are attached along the virtual line L2 passing through the center (the center of curvature of the outer peripheral surface of the water blocking wall 6) O of the pipe rod 2.
FIG. 5 is an enlarged front view showing the grounding portion 31. The grounding portion 31 includes a male screw portion 41 that is formed in a substantially disc shape and protrudes upward. The grounding portion 31 is attached to the leg portion 30 by screwing the male screw portion 41 into the female screw portion 42 formed in the second portion 29 of the leg portion 30. Further, by adjusting the screwing amount of the male screw part 41 with respect to the female screw part 42, the projecting amount of the grounding part 31 with respect to the leg part 30 can be adjusted, and thereby, the inner peripheral surface 2a of the tube rod 2 can be reliably secured. The grounding part 31 can be grounded.

図1および図3に示すように、固定手段10は、管渠2の内空断面の幅方向中心線L1から見て左右対称となる止水壁6の幅方向両端部に荷重を加えるものであり、幅方向一対の支持アーム44と、この一対の支持アーム44の上端部間に設けられる固定バンド45とを備えている。この固定手段10は、止水壁6の幅方向両端部を押し下げることによりシール部材11を管渠2の内周面2aに圧着させた状態で止水壁6を管渠2内に固定する機能を有している。   As shown in FIGS. 1 and 3, the fixing means 10 applies a load to both ends in the width direction of the water blocking wall 6 that is symmetric when viewed from the center line L <b> 1 in the width direction of the inner hollow section of the pipe rod 2. And a pair of support arms 44 in the width direction and a fixed band 45 provided between the upper ends of the pair of support arms 44. The fixing means 10 functions to fix the water blocking wall 6 in the pipe rod 2 in a state where the sealing member 11 is pressed against the inner peripheral surface 2a of the pipe rod 2 by pushing down both ends in the width direction of the water blocking wall 6. have.

支持アーム44は、外側枠体14の上枠部材16の上面に設けられている。この支持アーム44の基端部は、上枠部材16の幅方向両端部に固定された軸支持部47に前後方向の軸体48を介して揺動可能に取り付けられている。各支持アーム44は、幅方向内側(中心線L1側)に揺動させることによって上枠部材16の上部に沿った収納姿勢をとり(2点差線で示す)、幅方向外側に揺動させることによって先端部(上端部)が管渠2の内周面2aに当接された支持姿勢(起立姿勢)をとる。また、各支持アーム44の先端部には、支持姿勢をとったときに固定バンド45の長手方向両端部を受ける第1,第2バンド受部49,50が設けられている。
なお、支持姿勢とされた支持アーム44は、基端部(軸体48の位置)よりも先端部が幅方向外側に位置するように傾斜している。
The support arm 44 is provided on the upper surface of the upper frame member 16 of the outer frame body 14. A base end portion of the support arm 44 is swingably attached to a shaft support portion 47 fixed to both end portions in the width direction of the upper frame member 16 via a shaft body 48 in the front-rear direction. Each support arm 44 swings inward in the width direction (center line L1 side) to take a storage posture along the upper portion of the upper frame member 16 (indicated by a two-dot line) and swings outward in the width direction. As a result, the tip end (upper end) takes a support posture (stand-up posture) in contact with the inner peripheral surface 2a of the tube rod 2. In addition, first and second band receiving portions 49 and 50 that receive both ends in the longitudinal direction of the fixed band 45 when the support posture is taken are provided at the distal end portion of each support arm 44.
Note that the support arm 44 in the support posture is inclined so that the distal end portion is located on the outer side in the width direction with respect to the base end portion (position of the shaft body 48).

固定バンド45は、厚さ方向に弾性変形自在な板材、例えばゴム製の板材よりなり、支持姿勢とされた一対の支持アーム44の先端部間における管渠2の内周長さにほぼ等しい長さに形成されている。なお、固定バンド45は、硬質プラスチック製のばね板であってもよい。固定バンド45の長手方向中央付近にはハンドル部52が設けられている。この固定バンド45の長手方向各端部が、一対の支持アーム44の先端部(第1バンド受部49、第2バンド受部50)にそれぞれ受け持ち支持される。そして、固定バンド45を管渠2の内周面2aに沿わせて押し当てることで、当該固定バンド45には周方向の圧縮力が作用し、その結果、固定バンド45が支持アーム44を介して止水壁6の幅方向両端部を押し下げ、シール部材11を管渠2の内周面2aに圧着させる。   The fixing band 45 is made of a plate material that is elastically deformable in the thickness direction, for example, a rubber plate material, and has a length substantially equal to the inner peripheral length of the tube rod 2 between the distal ends of the pair of support arms 44 in a support posture. Is formed. The fixing band 45 may be a hard plastic spring plate. A handle portion 52 is provided near the center of the fixing band 45 in the longitudinal direction. The respective ends in the longitudinal direction of the fixed band 45 are received and supported by the tip portions (the first band receiving portion 49 and the second band receiving portion 50) of the pair of support arms 44, respectively. Then, by pressing the fixing band 45 along the inner peripheral surface 2 a of the pipe rod 2, a circumferential compressive force acts on the fixing band 45, and as a result, the fixing band 45 is interposed via the support arm 44. Then, both end portions in the width direction of the water blocking wall 6 are pushed down, and the seal member 11 is pressure-bonded to the inner peripheral surface 2 a of the pipe rod 2.

第1バンド受部49は、固定バンド45の長手方向一端部を差し込み可能となるように上向きに開放したコの字形状に形成されている。固定バンド45の他端部には調整部54が設けられており、第2バンド受部50は、この調整部54を受け持ち支持できるように平板状に形成されている。   The first band receiving portion 49 is formed in a U-shape that is open upward so that one end in the longitudinal direction of the fixed band 45 can be inserted. An adjusting portion 54 is provided at the other end of the fixed band 45, and the second band receiving portion 50 is formed in a flat plate shape so that the adjusting portion 54 can be supported and supported.

調整部54は、固定バンド45の端部と支持アーム44の第2バンド受部50との距離を変更可能とするものである。図7(a)は調整部54を管渠2の中心側から径方向外側へ見た説明図であり、図7(b)は、(a)のB−B矢視断面図である。この調整部54は、上下方向の軸心を有するねじ軸56と、固定バンド45の長手方向端部に固定され、ねじ軸56の回転に伴って上下動する取付部材57とを有している。取付部材57は、一対の対向壁57a,57bと、一方の対向壁57bの下端から屈曲する底壁57cと、一対の対向壁57a,57b及び底壁57cの両端部を相互に接続する一対の側壁57dとを有している。一対の対向壁57a,57bおよび一対の側壁57dの間には固定バンド45の端部が挿入され、一対の対向壁57a,57bに架設されたボルト、ナットからなる取付具58によって固定されている。固定バンド45の端部は、底壁57cに当接されている。固定バンド45の端部の幅方向両側には、ねじ軸56との干渉を避ける切り欠け部45aが形成されている。取付部材57の底壁57cには、2個の取付ナット60が固定され、各ナット60にそれぞれねじ軸56が螺合されている。   The adjustment unit 54 can change the distance between the end of the fixed band 45 and the second band receiving unit 50 of the support arm 44. Fig.7 (a) is explanatory drawing which looked at the adjustment part 54 to the radial direction outer side from the center side of the pipe rod 2, FIG.7 (b) is BB arrow sectional drawing of (a). The adjustment portion 54 includes a screw shaft 56 having a vertical axis, and an attachment member 57 that is fixed to a longitudinal end portion of the fixing band 45 and moves up and down as the screw shaft 56 rotates. . The mounting member 57 includes a pair of opposing walls 57a and 57b, a bottom wall 57c bent from the lower end of the one opposing wall 57b, and a pair of opposing walls 57a and 57b and a pair of bottom walls 57c that connect both ends of each other. And a side wall 57d. An end portion of the fixing band 45 is inserted between the pair of opposing walls 57a and 57b and the pair of side walls 57d, and is fixed by a fixture 58 including bolts and nuts erected on the pair of opposing walls 57a and 57b. . The end of the fixed band 45 is in contact with the bottom wall 57c. Cutout portions 45 a that avoid interference with the screw shaft 56 are formed on both sides in the width direction of the end portion of the fixed band 45. Two mounting nuts 60 are fixed to the bottom wall 57 c of the mounting member 57, and a screw shaft 56 is screwed to each nut 60.

ねじ軸56の下端部には当接部62が設けられている。この当接部62は略円盤状に形成されており、その下面が第2バンド受部50の上面に当接される。当接部62は、第2バンド受部50上で手動によって回転可能とされ、この当接部62を回転操作することによってねじ軸56に螺合した取付ナット60をねじ軸56に沿って移動させることができ、第2バンド受部50と固定バンド45の端部との距離を調整することができる。その結果、管渠2の内周面2aに対する固定バンド45の押し付け力が調整される。   A contact portion 62 is provided at the lower end portion of the screw shaft 56. The contact portion 62 is formed in a substantially disk shape, and the lower surface thereof is in contact with the upper surface of the second band receiving portion 50. The contact portion 62 is manually rotatable on the second band receiving portion 50, and the attachment nut 60 screwed to the screw shaft 56 is moved along the screw shaft 56 by rotating the contact portion 62. The distance between the second band receiving part 50 and the end of the fixed band 45 can be adjusted. As a result, the pressing force of the fixing band 45 against the inner peripheral surface 2a of the pipe rod 2 is adjusted.

上記実施形態の止水壁装置1を管渠2内に設置する作業について説明する。まず、止水壁装置1を管渠2内に搬入する。この搬入の際には、止水壁6から支持脚27を取り外しておくとともに、支持アーム44を収納姿勢に折り畳んでおく。これによって、止水壁6から突出する部分が少なくなり、運搬等の取り扱いが容易になる。また、止水壁6の止水板13が合成樹脂製とされることによって軽量化されているので、運搬等の取り扱いがより容易となる。さらに、止水壁6の上枠部材16が棒材18によって構成され、この棒材18は作業者が握ることができる太さに形成されているので、この棒材18を手で持つことによっても止水壁6の運搬がより容易になる。   The operation | work which installs the water stop wall apparatus 1 of the said embodiment in the pipe tub 2 is demonstrated. First, the water blocking wall device 1 is carried into the pipe rod 2. At the time of carrying in, the support leg 27 is removed from the water blocking wall 6 and the support arm 44 is folded into the storage posture. Thereby, the part which protrudes from the water stop wall 6 decreases, and handling, such as conveyance, becomes easy. Moreover, since the water stop plate 13 of the water stop wall 6 is made of a synthetic resin and is lightened, handling such as transportation becomes easier. Further, the upper frame member 16 of the water blocking wall 6 is constituted by a bar 18, and the bar 18 is formed to a thickness that can be grasped by an operator. By holding the bar 18 by hand, In addition, the water blocking wall 6 can be transported more easily.

次に、止水壁6に対して支持脚27を取り付け、その後、止水壁6を所定の設置箇所に位置づけ、支持脚27の接地部31を管渠2の内周面2aに接地させる。この際、管渠2内の水に流れがあったとしても、支持脚27が接地することによって止水壁6を支持することができ、止水壁6が傾いたり倒れたりするのを防止することができる。また、支持脚27が、管渠2の幅方向中心L1を挟んで両側に設けられていること、および、表裏方向の両側に設けられていることによって、止水壁6をより安定した状態で支持することができる。なお、支持脚27は、止水壁6を管渠2の内周面2aに固定した後も止水壁6を安定して支持するために機能する。   Next, the support leg 27 is attached to the water blocking wall 6, and then the water blocking wall 6 is positioned at a predetermined installation location, and the grounding portion 31 of the support leg 27 is grounded to the inner peripheral surface 2 a of the pipe rod 2. At this time, even if there is a flow of water in the pipe rod 2, the water stop wall 6 can be supported by the support leg 27 being grounded, and the water stop wall 6 is prevented from being tilted or tilted. be able to. In addition, the support legs 27 are provided on both sides of the center L1 in the width direction of the pipe rod 2 and are provided on both sides in the front and back direction, so that the water blocking wall 6 is more stable. Can be supported. The support legs 27 function to stably support the water blocking wall 6 even after the water blocking wall 6 is fixed to the inner peripheral surface 2a of the pipe rod 2.

次に、支持アーム44を上方に揺動させることによって支持姿勢とし、支持アーム44の先端部を管渠2の内周面2aに当接させる。そして、固定バンド45の長手方向各端部をそれぞれ第1バンド受部49および第2バンド受部50に載せ、撓んだ状態の固定バンド(図3に2点差線で示す)を上昇させて管渠2の内周面2aに押し付ける。これにより、固定バンド45が管渠2の内周面2aに沿ったアーチ型に弾性変形するとともに、周方向の圧縮によって生じる弾性復元力(突っ張り力)が支持アーム44を介して止水壁6の幅方向両端部に作用することによって、当該止水壁6が下方へ押し込まれ、シール部材11が圧縮変形して管渠2の内周面2aに対して圧着される。また、調整部54を用いることによってシール部材11の圧着度合いを調整することができる。   Next, the support arm 44 is swung upward to achieve a support posture, and the tip end portion of the support arm 44 is brought into contact with the inner peripheral surface 2 a of the pipe rod 2. Then, the longitudinal ends of the fixed band 45 are placed on the first band receiving portion 49 and the second band receiving portion 50, respectively, and the fixed band in a bent state (indicated by a two-dot chain line in FIG. 3) is raised. Press against the inner peripheral surface 2a of the tube rod 2. As a result, the fixing band 45 is elastically deformed into an arch shape along the inner peripheral surface 2 a of the pipe rod 2, and an elastic restoring force (stretching force) generated by circumferential compression is provided via the support arm 44 to the water blocking wall 6. By acting on both end portions in the width direction, the water blocking wall 6 is pushed downward, the seal member 11 is compressed and deformed, and is crimped to the inner peripheral surface 2a of the pipe rod 2. In addition, the degree of pressure bonding of the seal member 11 can be adjusted by using the adjustment unit 54.

本実施形態の固定手段10は、支持アーム44と固定バンド45とを備えているので、固定バンド45のみによって構成されていた従来に比べて、固定バンド45を短くすることができる。したがって、固定バンド45の運搬や着脱作業等の取り扱いが容易になり、また、固定バンド45が長大化することによって自重で下方に撓み、外れてしまうというような問題が生じることはない。また、内径の大きな管渠2に対しても固定バンド45の長さをそれほど長くする必要がないので、当該管渠2に対して固定バンド45を使用した止水壁6の固定が可能となる。なお、本実施形態の止水壁装置1は、例えば、管径がφ1500〜2000mmの管渠2に対して適用することができる。   Since the fixing means 10 of the present embodiment includes the support arm 44 and the fixing band 45, the fixing band 45 can be shortened as compared with the conventional case where only the fixing band 45 is configured. Therefore, handling such as transportation and attachment / detachment work of the fixed band 45 is facilitated, and the problem that the fixed band 45 is bent and detached by its own weight due to the increase in length does not occur. Moreover, since it is not necessary to lengthen the length of the fixing band 45 so much with respect to the pipe rod 2 having a large inner diameter, the water blocking wall 6 using the fixing band 45 can be fixed to the pipe rod 2. . In addition, the water blocking wall apparatus 1 of this embodiment is applicable with respect to the pipe trough 2 whose pipe diameter is (phi) 1500-2000 mm, for example.

また、支持アーム44は、支持姿勢においてやや幅方向外側に傾いているので、固定バンド45からの周方向の突っ張り力が作用すると、上端部が幅方向外側へ向けて管渠2の内周面2aに押し付けられる。したがって、支持アーム44が自然に幅方向内側へ倒れてしまうことはなく、固定状態を好適に維持することができる。
また、支持アーム44は止水壁6の幅方向両端部に配置され、固定バンド45は管渠2の内周面2aに沿ったアーチ型となるので、作業員が、止水壁6を跨いで施工区間に出入りする際に、支持アーム44や固定バンド45が邪魔になることはほとんどない。
Further, since the support arm 44 is inclined slightly outward in the width direction in the support posture, when the circumferential tension force from the fixed band 45 acts, the inner peripheral surface of the tube 2 with the upper end portion facing outward in the width direction. 2a. Therefore, the support arm 44 does not naturally fall inward in the width direction, and the fixed state can be suitably maintained.
Moreover, since the support arm 44 is arrange | positioned at the width direction both ends of the water stop wall 6, and the fixed band 45 becomes an arch type along the inner peripheral surface 2a of the pipe rod 2, an operator straddles the water stop wall 6. Thus, the support arm 44 and the fixing band 45 are hardly disturbed when entering and leaving the construction section.

一方、止水壁装置1を管渠2から取り外すには、固定バンド45に設けられているハンドル部52を下方に引っ張って固定バンド45のアーチ形状を崩し、固定バンド45による突っ張り力を解除する。そして、固定バンド45の両端部を支持アーム44の上端部から外せばよい。このように、固定バンド45を取り外すにはハンドル部52を下方に引っ張るだけよいので、止水壁6の取り外し作業が極めて簡単である。また、支持アーム44を収納姿勢に折り畳むとともに、支持脚27を止水壁6から取り外すことによって、管渠2から止水壁6を搬出する作業を容易に行うことができる。   On the other hand, in order to remove the water blocking wall device 1 from the pipe rod 2, the handle portion 52 provided in the fixed band 45 is pulled downward to break the arch shape of the fixed band 45, and the tension force by the fixed band 45 is released. . Then, both end portions of the fixing band 45 may be removed from the upper end portion of the support arm 44. As described above, since the handle portion 52 may be pulled downward in order to remove the fixing band 45, the removal work of the water blocking wall 6 is extremely simple. Moreover, the work which carries out the water stop wall 6 from the pipe rod 2 can be easily performed by folding the support arm 44 to the accommodation position and removing the support leg 27 from the water stop wall 6.

なお、止水壁6を固定するための固定手段10は、上記に説明した構成とは異なる構成としてもよい。例えば、固定手段10は、図8に示すように、管渠2の内周長さと止水壁6の外周長さの差にほぼ等しい長さの固定バンド45を用いて止水壁6を固定するものであってもよい。この固定バンド(固定方法)は、上記実施形態と比べて内径の小さい管渠2に対して止水壁6を固定するのに適しており、例えば、管径が800〜1350mmの管渠2に適用することができる。また、固定手段10は、止水壁6の上縁部の幅方向両端部や中央部と、管渠2の内周面2aの上部側との間に突っ張り棒を介在させることによって止水壁6を固定するものであってもよい。   Note that the fixing means 10 for fixing the water blocking wall 6 may have a configuration different from the configuration described above. For example, as shown in FIG. 8, the fixing means 10 fixes the water blocking wall 6 using a fixing band 45 having a length substantially equal to the difference between the inner circumferential length of the pipe rod 2 and the outer circumferential length of the water blocking wall 6. You may do. This fixing band (fixing method) is suitable for fixing the water blocking wall 6 to the pipe rod 2 having a smaller inner diameter as compared with the above-described embodiment. Can be applied. Further, the fixing means 10 has a water blocking wall by interposing a strut rod between both end portions and the center portion of the upper edge portion of the water blocking wall 6 and the upper side of the inner peripheral surface 2a of the pipe rod 2. 6 may be fixed.

支持脚27は、止水壁6の表裏各側において止水壁6の幅方向両側に設けられているが、幅方向中央に設けられていてもよい。また、支持脚27は、止水壁6の表裏片側のみに設けられていても良い。表裏片側に支持脚27を設ける場合、水流による止水壁6の倒れを防止するために、止水壁6に対して水流方向の下流側に支持脚27を設けるのがより好ましい。   The support legs 27 are provided on both sides in the width direction of the water blocking wall 6 on the front and back sides of the water blocking wall 6, but may be provided in the center in the width direction. Further, the support legs 27 may be provided only on the front and back side of the water blocking wall 6. When the support legs 27 are provided on the front and back sides, it is more preferable to provide the support legs 27 on the downstream side in the water flow direction with respect to the water stop wall 6 in order to prevent the water stop wall 6 from falling due to the water flow.

上記実施形態において、支持アーム44は、止水壁6の上縁部に折り畳み可能に設けられているが、止水壁6の上縁部に固定(固着)されていてもよい。この場合、支持アーム44は幅方向外側に傾斜せず、上方に向けて垂直に起立するとともに上端部が管渠2の内周面の近傍位置に配置されていてもよい。固定バンド45には、長手方向両端部に調整部54が設けられていてもよい。   In the above embodiment, the support arm 44 is foldable on the upper edge of the water blocking wall 6, but may be fixed (adhered) to the upper edge of the water blocking wall 6. In this case, the support arm 44 may not be inclined outward in the width direction, and may stand vertically and be disposed at a position near the inner peripheral surface of the pipe rod 2. The fixing band 45 may be provided with adjusting portions 54 at both ends in the longitudinal direction.

外側枠体14の上枠部材16は2本の棒材18から構成されているが、幅方向の一部(例えば、幅方向中央部)において、2本の棒材18を相互につなぐプレート65(図3に2点差線で例示)を設けてもよい。このようなプレート65を設けることによって、例えば、固定バンド45による固定が不十分である場合に、プレート65と管渠2の内周面2aの上端部との間に突っ張り棒を設けることができ、止水壁6をより強固に固定することが可能となる。   The upper frame member 16 of the outer frame body 14 is composed of two bar members 18, but a plate 65 that connects the two bar members 18 to each other in a part in the width direction (for example, the central portion in the width direction). (Illustrated by a two-dotted line in FIG. 3) may be provided. By providing such a plate 65, for example, when the fixing by the fixing band 45 is insufficient, a tension rod can be provided between the plate 65 and the upper end portion of the inner peripheral surface 2a of the pipe rod 2. It becomes possible to fix the water blocking wall 6 more firmly.

図9は、本発明の第2の実施形態に係る止水壁装置を示す斜視図である。本実施形態は、支持脚27の構成が第1の実施形態と異なり、その他の構成は第1の実施形態と概ね同一である。本実施形態の支持脚27は、外側枠体14の下枠部材17の幅方向中央部を部分的に表裏方向に突出させることによって構成されている。すなわち、本実施形態の支持脚27は止水壁6(特に、下枠部材17)と一体に形成されている。そして、この支持脚27が管渠2の内周面2aに接地することによって止水壁6の表裏方向の倒れを防止することができる。   FIG. 9 is a perspective view showing a water blocking wall device according to a second embodiment of the present invention. In the present embodiment, the configuration of the support leg 27 is different from that of the first embodiment, and other configurations are substantially the same as those of the first embodiment. The support leg 27 of the present embodiment is configured by partially projecting the center portion in the width direction of the lower frame member 17 of the outer frame 14 in the front and back direction. That is, the support leg 27 of this embodiment is formed integrally with the water blocking wall 6 (particularly, the lower frame member 17). The support legs 27 are brought into contact with the inner peripheral surface 2a of the pipe rod 2 so that the water blocking wall 6 can be prevented from falling in the front and back direction.

なお、支持脚27の先端部には、第1の実施形態で説明したような上下位置調整自在な接地部31(図5参照)を設けてもよい。また、図示例では、支持脚27は、表裏方向の一方側のみに設けられているが、他方側にも設けてもよい。また、支持脚27は、下枠部材17の表裏両側又は片側の、幅方向両側に形成してもよい。また、表裏方向の一方側に本実施形態の支持脚27を設け、他方側に第1の実施形態の支持脚27を設けてもよい。   In addition, you may provide the earthing | grounding part 31 (refer FIG. 5) which can adjust an up-and-down position as demonstrated in 1st Embodiment in the front-end | tip part of the support leg 27. FIG. In the illustrated example, the support legs 27 are provided only on one side in the front and back direction, but may be provided on the other side. Further, the support legs 27 may be formed on both the front and back sides of the lower frame member 17 or on both sides in the width direction. Further, the support leg 27 of the present embodiment may be provided on one side in the front and back direction, and the support leg 27 of the first embodiment may be provided on the other side.

図10は、本発明の第3の実施形態に係る止水壁装置のシール部材を示す断面図である。図10(a)に示すシール部材11は、ゴム等の弾性材料によって筒状(中空状)に形成されている。このようにシール部材11を筒状に形成すると、径方向(上下方向)の弾性変形量を大きくすることができ(例えば、径方向に50mm程度)、管渠2の内径差や内周面2aの凹凸等に追従して好適にシール部材11を径方向に変形させることができ、シール性を高めることが可能である。   FIG. 10 is a cross-sectional view showing a sealing member of a water blocking wall device according to a third embodiment of the present invention. A seal member 11 shown in FIG. 10A is formed in a cylindrical shape (hollow shape) by an elastic material such as rubber. When the sealing member 11 is formed in a cylindrical shape in this way, the amount of elastic deformation in the radial direction (vertical direction) can be increased (for example, about 50 mm in the radial direction), and the inner diameter difference of the tube rod 2 and the inner peripheral surface 2a. Thus, the sealing member 11 can be suitably deformed in the radial direction following the unevenness, and the sealing performance can be improved.

なお、筒状のシール部材11の断面形状は、図10(a)に示すような矩形断面に限らず、円形断面(楕円、長円、半円等を含む)、三角形や五角形以上の多角形断面、又はこれらとは異なる変則的な形状の断面であってもよい。また、この筒状のシール部材11は、その素材の剛性によって形状が保たれるものに限らず、中空内部の空気圧によって形状が保たれるものであってもよい。この場合、止水壁6の設置の際に、シール部材11の内部に空気を充填することによってシール部材11を膨らませる構成とすることができる。これによって、管渠2の内径差や内周面2aの凹凸等により追従してシール部材11を変形させることが可能となり、よりシール性能を高めることができる。   The cross-sectional shape of the cylindrical seal member 11 is not limited to a rectangular cross section as shown in FIG. 10A, but is a circular cross section (including an ellipse, an ellipse, a semicircle, etc.), a triangle or a pentagon or more polygon. The cross section may be a cross section with an irregular shape different from these. Further, the cylindrical seal member 11 is not limited to a shape that is maintained by the rigidity of the material, but may be a shape that is maintained by the air pressure inside the hollow. In this case, when the water blocking wall 6 is installed, the seal member 11 can be expanded by filling the inside of the seal member 11 with air. As a result, the seal member 11 can be deformed following the difference in inner diameter of the pipe rod 2 and the unevenness of the inner peripheral surface 2a, and the sealing performance can be further improved.

図10(b)に示すシール部材11は、ゴム等の弾性材料からなり、外周部に周方向に延びるリップ部11aが前後方向に複数条形成されたものである。すなわち、このシール部材11は、リップ部11aが管渠2の内周面2aに接触して弾性変形することによって、管渠2の内径差や内周面2aの凹凸等に追従することが可能であり、これによってシール性を高めることができる。   The seal member 11 shown in FIG. 10 (b) is made of an elastic material such as rubber, and a plurality of lip portions 11a extending in the circumferential direction are formed on the outer circumferential portion in the front-rear direction. That is, the seal member 11 can follow the difference in the inner diameter of the pipe rod 2 and the unevenness of the inner peripheral surface 2a by the elastic deformation of the lip portion 11a in contact with the inner circumferential surface 2a of the pipe rod 2. Thus, the sealing property can be enhanced.

図10に示すようなシール部材11を使用した場合、シール部材11の径方向の変形量が大きくなるため、この変形量に対応するために固定バンド45(図3参照)の長さ調整が必要となる。前述の実施形態では、図7に示す調整部54によって固定バンド45の調整が可能であったが、この構成では、ねじ軸56の長さの範囲(例えば15mm程度)しか調整できず、シール部材11の大きな変形量に対応するのは困難である。   When the seal member 11 as shown in FIG. 10 is used, the amount of deformation in the radial direction of the seal member 11 becomes large. Therefore, the length of the fixing band 45 (see FIG. 3) needs to be adjusted to accommodate this amount of deformation. It becomes. In the above-described embodiment, the fixing band 45 can be adjusted by the adjusting unit 54 shown in FIG. 7, but in this configuration, only the length range (for example, about 15 mm) of the screw shaft 56 can be adjusted. It is difficult to deal with 11 large deformation amounts.

そこで、次に説明する第4の実施形態の止水壁装置は、調整量の小さい固定バンド45であっても好適に使用し得る構成を備えている。図11は、本発明の第4の実施形態に係る止水壁装置を示す正面図である。この実施形態では、支持アーム44が外側枠体14の上枠部材16に対して幅方向に位置調整可能に設けられている。具体的には、軸支持部47が上枠部材16上に幅方向に移動可能(スライド可能)に取り付けられており、複数段階又は無段階で幅方向の位置を調整し、位置決めできるように構成されている。軸支持部47の位置決めは、例えば上枠部材16及び軸支持部47に対して挿脱可能なロックピン66を着脱自在に取り付けることによって行うことができる。軸支持部47の位置を調整すると、支持アーム44の先端部の第1,第2バンド受部49,50の高さが変わり、固定バンド45が配置される第1,第2バンド受部49,50間の距離が調整される。   Therefore, the water blocking wall device of the fourth embodiment described below has a configuration that can be suitably used even with the fixed band 45 having a small adjustment amount. FIG. 11 is a front view showing a water blocking wall device according to a fourth embodiment of the present invention. In this embodiment, the support arm 44 is provided so that its position can be adjusted in the width direction with respect to the upper frame member 16 of the outer frame body 14. Specifically, the shaft support portion 47 is mounted on the upper frame member 16 so as to be movable (slidable) in the width direction, and is configured so that the position in the width direction can be adjusted and positioned in a plurality of steps or steplessly. Has been. The shaft support 47 can be positioned by, for example, detachably attaching a lock pin 66 that can be inserted into and removed from the upper frame member 16 and the shaft support 47. When the position of the shaft support portion 47 is adjusted, the heights of the first and second band receiving portions 49 and 50 at the tip of the support arm 44 change, and the first and second band receiving portions 49 in which the fixed band 45 is disposed. , 50 is adjusted.

したがって、シール部材11の弾性変形が大きく、止水壁6がより下方に下がった場合には、軸支軸部47をより幅方向外側に配置して、支持アーム44先端の第1,第2バンド受部49,50をより高位置に配置し、第1,第2バンド受部49,50間の距離を短くする。これによって、固定バンド45の調整量が小さくても使用することが可能となる。   Therefore, when the elastic deformation of the seal member 11 is large and the water blocking wall 6 is lowered further downward, the shaft support shaft portion 47 is disposed on the outer side in the width direction, and the first and second ends of the support arm 44 at the tip end thereof. The band receiving portions 49 and 50 are arranged at a higher position, and the distance between the first and second band receiving portions 49 and 50 is shortened. Thus, even if the adjustment amount of the fixed band 45 is small, it can be used.

図12は、本発明の第5の実施形態に係る止水壁装置の止水壁を示す概略的な斜視図であり、図13は、同止水壁の概略的な平面図および側面断面図である。なお、これらの図ではシール部材11や支持脚27、固定手段10等が省略されている。本実施形態の止水壁6は、外側枠体14に対して止水板13を簡単に着脱できるようにしたものである。外側枠体14の下枠部材17の内周面には、径方向内方に突出する前後一対の嵌合板67が設けられ、この一対の嵌合板67の間には、止水板13の外周部を差し込むための挿入溝68が形成されている。そして、この挿入溝68に対して止水板13を上方から差し込むことによって、止水板13が外側枠体14に対して取り付けられる。   FIG. 12 is a schematic perspective view showing a water blocking wall of a water blocking wall device according to a fifth embodiment of the present invention, and FIG. 13 is a schematic plan view and a side sectional view of the water blocking wall. It is. In these drawings, the seal member 11, the support leg 27, the fixing means 10, and the like are omitted. The water blocking wall 6 of the present embodiment is configured such that the water blocking plate 13 can be easily attached to and detached from the outer frame body 14. A pair of front and rear fitting plates 67 projecting radially inward are provided on the inner peripheral surface of the lower frame member 17 of the outer frame body 14, and the outer periphery of the water stop plate 13 is interposed between the pair of fitting plates 67. An insertion groove 68 for inserting the portion is formed. The water stop plate 13 is attached to the outer frame 14 by inserting the water stop plate 13 into the insertion groove 68 from above.

本実施形態では、止水壁装置1を管渠2内に設置する際に、外側枠体14から止水板13を取り外しておき、管渠2内の水流の影響を受けにくい状態で止水壁6の外周面を管渠2の内周面2aに当接させる。そして、止水壁6を固定手段10によって固定したのち、挿入溝68に対して止水板13を差し込むことによって、止水壁6の設置作業を容易に行うことができる。
なお、図12、図13に示す例では、支持脚27が省略されているが、外側枠体14等に第1,第2実施形態で示した支持脚27を着脱可能に取り付け、又は一体化すればよい。
In this embodiment, when installing the water blocking wall device 1 in the pipe rod 2, the water blocking plate 13 is removed from the outer frame body 14, and the water is stopped in a state that is not easily affected by the water flow in the pipe wall 2. The outer peripheral surface of the wall 6 is brought into contact with the inner peripheral surface 2a of the pipe rod 2. Then, after the water blocking wall 6 is fixed by the fixing means 10, the water blocking plate 13 is inserted into the insertion groove 68, whereby the water blocking wall 6 can be installed easily.
In the example shown in FIGS. 12 and 13, the support leg 27 is omitted, but the support leg 27 shown in the first and second embodiments is detachably attached to or integrated with the outer frame body 14 or the like. do it.

本発明は、上記各実施形態に限定されず、適宜設計変更可能である。   The present invention is not limited to the above-described embodiments, and the design can be changed as appropriate.

1 止水壁装置
2 管渠
6 止水壁
7 通水口
10 固定手段
13 止水板
18 棒材
27 支持脚
44 支持アーム
45 固定バンド
68 挿入溝
DESCRIPTION OF SYMBOLS 1 Water stop wall apparatus 2 Pipe 6 Water stop wall 7 Water inlet 10 Fixing means 13 Water stop plate 18 Bar material 27 Support leg 44 Support arm 45 Fixed band 68 Insertion groove

Claims (12)

横断面円形の管渠の下部を流れる水流を堰き止め可能な大きさに形成され、かつ前記管渠の内周面に水密的に圧着可能な外周面を有する止水壁と、
前記止水壁を表裏方向に貫通する通水口と、
前記止水壁を前記管渠の内周面に圧着させて固定する固定手段と、
前記止水壁を表裏方向の一方又は両方から支持する支持脚と、を備えていることを特徴とする管渠の止水壁装置。
A water blocking wall having an outer peripheral surface that is formed in a size capable of blocking the water flow flowing through the lower portion of the pipe having a circular cross section and that can be pressure-tightly crimped to the inner peripheral surface of the pipe;
A water passage through the water blocking wall in the front and back direction;
A fixing means for pressing and fixing the water blocking wall to the inner peripheral surface of the pipe rod;
And a supporting leg for supporting the water blocking wall from one or both of the front and back directions.
前記支持脚が、前記管渠の幅方向の中心線を挟んで幅方向両側に設けられている請求項1に記載の管渠の止水壁装置。   The water barrier device for a pipe rod according to claim 1, wherein the support legs are provided on both sides in the width direction across a center line in the width direction of the tube rod. 前記支持脚が、前記止水壁の表裏方向両側に設けられている請求項1又は2に記載の管渠の止水壁装置。   The water blocking wall device for a pipe rod according to claim 1 or 2, wherein the support legs are provided on both sides of the water blocking wall in the front and back direction. 前記支持脚が、前記止水壁に対して着脱可能に設けられている請求項1〜3のいずれかに記載の管渠の止水壁装置。   The water blocking wall device for a pipe rod according to any one of claims 1 to 3, wherein the support leg is detachably provided to the water blocking wall. 前記固定手段が、前記止水壁の上縁部の幅方向両側から上方へ延び、上端部が前記管渠の内周面の近傍に配置される一対の支持アームと、この一対の支持アームの上端部間において前記管渠の内周面に沿って配置されるとともに、その長手方向両端部が前記一対の支持アームの上端部に支持される弾性変形可能な固定バンドと、を備えている請求項1〜4のいずれかに記載の管渠の止水壁装置。   The fixing means extends upward from both sides in the width direction of the upper edge of the water blocking wall, and a pair of support arms whose upper ends are arranged in the vicinity of the inner peripheral surface of the pipe rod, and a pair of the support arms An elastically deformable fixing band disposed between the upper end portions along the inner peripheral surface of the tube rod and having both longitudinal ends supported by the upper end portions of the pair of support arms. Item 5. A water barrier device for a pipe rod according to any one of Items 1 to 4. 前記一対の支持アームが、前記止水壁の上縁部に沿った収納姿勢と、この収納姿勢から上方に揺動して前記固定バンドを支持する支持姿勢との間で姿勢変更可能に設けられている請求項5に記載の管渠の止水壁装置。   The pair of support arms are provided so that the posture can be changed between a storage posture along the upper edge of the water blocking wall and a support posture that swings upward from the storage posture to support the fixed band. The water barrier device for a pipe rod according to claim 5. 前記一対の支持アームが、前記止水壁の上縁部に対して幅方向に位置調整可能に設けられている請求項6に記載の管渠の止水壁装置。   7. The water blocking wall device for a pipe rod according to claim 6, wherein the pair of support arms are provided so as to be positionally adjustable in a width direction with respect to an upper edge portion of the water blocking wall. 前記止水壁の上縁部が、作業者が握ることができる太さの幅方向に延びる棒材によって構成されている請求項1〜7のいずれかに記載の管渠の止水壁装置。   The water blocking wall device for a pipe rod according to any one of claims 1 to 7, wherein an upper edge portion of the water blocking wall is configured by a bar material extending in a width direction with a thickness that can be gripped by an operator. 前記止水壁が、管渠内の水流を堰き止める透明な止水板を含む請求項1〜8のいずれかに記載の管渠の止水壁装置。   The water barrier device for a pipe wall according to any one of claims 1 to 8, wherein the water blocking wall includes a transparent water blocking plate that blocks a water flow in the pipe wall. 前記止水壁が、管渠内の水流を堰き止める止水板と、この止水板の外周部を支持する外側枠体とを備えており、
前記外側枠体が、前記止水板を表裏方向に直交する方向に挿脱自在に差し込み可能な挿入溝を備えている請求項1〜9のいずれかに記載の管渠の止水壁装置。
The water stop wall includes a water stop plate that blocks the water flow in the pipe and an outer frame that supports the outer periphery of the water stop plate;
The water stop wall device for a pipe rod according to any one of claims 1 to 9, wherein the outer frame body includes an insertion groove in which the water stop plate can be removably inserted in a direction perpendicular to the front and back direction.
前記止水壁の外周面に、前記管渠の内周面に圧着されることによって弾性変形可能な筒形状のシール部材が設けられている請求項1〜10のいずれかに記載の管渠の止水壁装置。   The tubular rod according to any one of claims 1 to 10, wherein a cylindrical sealing member that is elastically deformable by being crimped to an inner circumferential surface of the tubular rod is provided on the outer circumferential surface of the water blocking wall. Water barrier device. 前記止水壁の外周面に、前記管渠の内周面に圧着されることによって弾性変形可能なリップ部を有するシール部材が設けられている請求項1〜10のいずれかに記載の管渠の止水壁装置。   The pipe rod according to any one of claims 1 to 10, wherein a seal member having a lip portion that can be elastically deformed by being crimped to an inner peripheral surface of the pipe rod is provided on an outer peripheral surface of the water blocking wall. Water barrier device.
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KR101672904B1 (en) * 2015-06-02 2016-11-04 주식회사 금화피에스시 wash bulkhead in piping
KR20170002417U (en) * 2015-12-24 2017-07-05 한전케이피에스 주식회사 The Fluid Barricade Pipe Tool
CN110900060A (en) * 2019-12-11 2020-03-24 周序妹 Internal cutting type pipeline cutting machine

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