JP6679800B1 - Spacer for pipe rehabilitation - Google Patents

Spacer for pipe rehabilitation Download PDF

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JP6679800B1
JP6679800B1 JP2019181821A JP2019181821A JP6679800B1 JP 6679800 B1 JP6679800 B1 JP 6679800B1 JP 2019181821 A JP2019181821 A JP 2019181821A JP 2019181821 A JP2019181821 A JP 2019181821A JP 6679800 B1 JP6679800 B1 JP 6679800B1
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pipe
rehabilitation
spacer
height
height forming
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JP2021055807A (en
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忠臣 中村
忠臣 中村
歩 山根
歩 山根
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日本ノーディッグテクノロジー株式会社
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Abstract

【課題】配備が容易で更生管を安定的に保持することができる管更生用スペーサを提供する。【解決手段】本発明の管更生用スペーサ1は、既設管P1の軸線を中心とする周方向に間隔を置いて複数設けられ、既設管P1の延伸方向に長手方向を沿わせる棒部材4により形成された高さ形成脚部2と、複数の高さ形成脚部2,2間に亘って固定された更生管P2の載置部材3とを備えている。複数の高さ形成脚部2は、前記周方向に互いに間隔を置いて3本以上かつ奇数本配されているとよい。【選択図】図3PROBLEM TO BE SOLVED: To provide a pipe rehabilitation spacer which is easy to deploy and can stably hold a rehabilitation pipe. SOLUTION: A plurality of spacers 1 for pipe rehabilitation of the present invention are provided at intervals in the circumferential direction around the axis of the existing pipe P1, and are provided with rod members 4 which extend along the longitudinal direction in the extending direction of the existing pipe P1. The height forming leg 2 is formed, and the mounting member 3 of the rehabilitation pipe P2 fixed between the plurality of height forming legs 2 and 2. It is preferable that the plurality of height forming leg portions 2 are arranged at intervals in the circumferential direction and are arranged in three or more and odd number. [Selection diagram] Fig. 3

Description

本発明は管更生用スペーサに関する。   The present invention relates to a spacer for pipe rehabilitation.

地中に埋設された既設管内に更生管を配して管を更生する際に、更生管の軸線を既設管の軸線に合わせなければならない場合がある。例えば、既設管が農業用又は工業用水用途の圧力管である場合に内水圧を考慮したり、無圧管であっても更生後の耐荷力若しくは耐震性を考慮したりする必要がある場合である。又は、前記とは別のケースとして、既設管内に設置する更生管に勾配を付けなければならない場合に、更生管について既設管との軸線と異なる軸線の高さ調整が必要となる場合がある。   When rehabilitating a pipe by arranging a rehabilitating pipe in an existing pipe buried underground, the axis of the rehabilitating pipe may have to be aligned with the axis of the existing pipe. For example, when the existing pipe is a pressure pipe for agricultural or industrial water use, it is necessary to consider the internal water pressure, or even if it is a non-pressure pipe, it is necessary to consider the load bearing capacity or seismic resistance after rehabilitation. . Alternatively, as a case different from the above case, when the rehabilitation pipe installed in the existing pipe has to be inclined, the height of an axis line different from the axis line of the rehabilitation pipe with the existing pipe may need to be adjusted.

上記のような場合、従来は、スペーサとして既設管の管底等に厚さ(高さ)のある木片等からなる略立方体のブロックが用いられていた。これらのブロックは、更生管の外周面及び/又は更生管を延在させる方向に、複数配置されていた。   In the above case, conventionally, a substantially cubic block made of wood chips or the like having a thickness (height) on the bottom of the existing pipe has been used as a spacer. A plurality of these blocks were arranged on the outer peripheral surface of the rehabilitation pipe and / or in the direction in which the rehabilitation pipe extends.

しかし、従来のスペーサは、上面を載置部とし、厚みで高さを設ける略立方体のブロックであったため、予め配置する際のスペーサ同士の位置決めが面倒である上、動いてしまいやすく、更生管の設置の安定性が悪かった。
そこで、本発明は、配置が容易で更生管を安定的に保持することができる管更生用スペーサを提供する。
However, since the conventional spacer is a substantially cubic block in which the upper surface is the mounting portion and the height is set by the thickness, the positioning of the spacers when arranging them in advance is troublesome, and it is easy to move, and the rehabilitation pipe The installation was not stable.
Therefore, the present invention provides a pipe rehabilitation spacer that can be easily arranged and can stably hold a rehabilitation pipe.

本発明の管更生用スペーサは、既設管の軸線を中心とする周方向に間隔を置いて複数設けられ、前記既設管の延伸方向に長手方向を沿わせる棒部材により形成された高さ形成脚部と、複数の前記高さ形成脚部間に亘って固定された更生管の載置部材とを備えている。
この構成によれば、複数の高さ形成脚部により、既設管の延在方向及び軸線を中心とする周方向へのずれを防止して、管更生用スペーサをしっかりと更生管の下方に配置することができる。また、管更生用スペーサは、高さ形成脚部及び載置部材を複数有した構成であるため、位置決めが容易となる。
The spacer for pipe rehabilitation according to the present invention is provided with a plurality of spacers arranged at intervals in the circumferential direction around the axis of the existing pipe, and the height forming leg is formed by a bar member extending along the longitudinal direction in the extending direction of the existing pipe. And a mounting member for the rehabilitation pipe fixed between the plurality of height forming leg portions.
According to this configuration, the plurality of height forming legs prevent the existing pipe from being displaced in the extending direction and the circumferential direction about the axis, and the pipe rehabilitation spacer is firmly arranged below the rehabilitation pipe. can do. Further, since the pipe rehabilitation spacer has a plurality of height forming legs and a plurality of mounting members, positioning is easy.

本発明の管更生用スペーサの前記複数の高さ形成脚部は、前記周方向に互いに間隔を置いて3本以上かつ奇数本配されていてもよい。
この構成によれば、中央の高さ形成脚部を既設管の管底の略中心に置くことによって、更生管の重心を中央の高さ形成脚部で受けつつ、全体としてバランスよく更生管を支持することが出来る。
The plurality of height forming leg portions of the spacer for tube rehabilitation according to the present invention may be arranged in the circumferential direction at intervals of three or more and an odd number.
According to this configuration, by placing the central height-forming leg portion substantially at the center of the tube bottom of the existing pipe, the central height-forming leg portion receives the center of gravity of the rehabilitation pipe while maintaining the balance of the rehabilitating pipe as a whole. I can support you.

本発明の管更生用スペーサの複数の前記高さ形成脚部を構成する棒部材は、異形鉄筋であってもよい。
この構成によれば、高さを形成する部材によって裏込め材が充填されるスペースが徒に狭められることを防止し易く、また、高さ形成脚部がRC構造物に対する異物として扱われずにRC構造物の一部とみなされる。
The bar members constituting the plurality of height forming leg portions of the pipe rehabilitation spacer of the present invention may be deformed reinforcing bars.
According to this configuration, it is easy to prevent the space filled with the backfill material from being narrowed by the member forming the height, and the height forming leg portion is not treated as a foreign matter to the RC structure, and thus RC is formed. Considered part of the structure.

本発明の管更生用スペーサの前記複数の高さ形成脚部はそれぞれ、複数の前記棒部材の周面同士を重ねて高さを設けていてもよい。
この構成によれば、例えば略円柱状の棒部材を用いることにより、棒部材の断面積を大きくすることを避けて、できるだけ小さな体積で管更生用スペーサの高さを設けることができる。
Each of the plurality of height forming leg portions of the spacer for tube rehabilitation of the present invention may have a height provided by overlapping the peripheral surfaces of the plurality of rod members.
With this configuration, for example, by using a substantially cylindrical rod member, it is possible to avoid increasing the cross-sectional area of the rod member and to provide the height of the pipe rehabilitation spacer with a volume as small as possible.

本発明の周面同士が重ねられた前記複数の棒部材の一部は、前記既設管の延伸方向に間隔を空けて直線状に複数固定されていてもよい。
この構成によれば、同じ線上に配された棒部材同士の間から裏込め材を入り込ませて、管更生用スペーサの下方にも速やかに裏込め材を行き渡らせることができる。
A part of the plurality of rod members having the peripheral surfaces of the present invention stacked on each other may be linearly fixed at intervals in the extending direction of the existing pipe.
According to this structure, the backfill material can be swiftly spread below the pipe rehabilitation spacer by allowing the backfill material to enter from between the bar members arranged on the same line.

本発明の管更生用スペーサの前記載置部材は、前記高さ形成脚部の長手方向に間隔を置いて複数配されていてもよい。
この構成によれば、一つの管更生用スペーサによって、より安定的に更生管を保持することが可能となる。
A plurality of the mounting members of the spacer for tube rehabilitation of the present invention may be arranged at intervals in the longitudinal direction of the height forming leg portion.
According to this configuration, it is possible to more stably hold the rehabilitation pipe with one pipe rehabilitation spacer.

本発明の管更生用スペーサの前記載置部材は、変形可能な冷間圧延鋼板等の板材により形成されていてもよい。
この構成によれば、既設管の内周面又は更生管の外周面の形状に合わせて、現場で人の手で又は簡単な工具を用いて容易に載置部材を変形させることができる。
The mounting member of the spacer for tube rehabilitation of the present invention may be formed of a plate material such as a deformable cold rolled steel plate.
According to this configuration, the mounting member can be easily deformed on site by human hands or by using a simple tool in accordance with the shape of the inner peripheral surface of the existing pipe or the outer peripheral surface of the rehabilitation pipe.

本発明の管更生用スペーサの前記高さ形成脚部及び前記載置部材は、鋼材により形成されているとよい。具体的には例えば、高さ形成脚部については、鉄筋コンクリート用丸棒や異形鉄筋が好ましく、載置部材については例えば、溶融亜鉛メッキ鋼板又は冷間圧延鋼板といった鋼材により形成されているとよい。
この構成によれば、管更生用スペーサがRC構造物に対する異物として扱われずにRC構造物の一部とすることができる。
It is preferable that the height forming leg portion and the mounting member of the spacer for pipe rehabilitation according to the present invention are made of a steel material. Specifically, for example, the height forming leg is preferably a round bar for reinforced concrete or a deformed rebar, and the mounting member may be formed of a steel material such as a hot dip galvanized steel sheet or a cold rolled steel sheet.
According to this configuration, the pipe rehabilitation spacer can be made a part of the RC structure without being treated as a foreign matter to the RC structure.

本発明の既設管の更生方法は、上記いずれか一に記載の管更生用スペーサを既設管内に所定のピッチで配するスペーサ設置工程と、前記管更生用スペーサの載置部材の上に更生管を設置する更生管設置工程と、前記既設管と前記更生管との間に裏込め材を注入する裏込め材注入工程とを有する。
この構成によれば、上記いずれかの作用を発揮するとともに、既設管の更生を簡便かつ速やかに行うことができる。
The existing pipe rehabilitation method of the present invention comprises a spacer installation step of arranging the pipe rehabilitation spacers according to any one of the above at a predetermined pitch in the existing pipe, and a rehabilitation pipe on the mounting member of the pipe rehabilitation spacer. And a backfill material injection step of injecting a backfill material between the existing pipe and the rehabilitation pipe.
According to this configuration, one of the above-mentioned effects can be exhibited, and the existing pipe can be rehabilitated simply and quickly.

本発明の管更生用スペーサは、配置が容易で更生管を安定的に保持することができるという効果を奏する。   The pipe rehabilitation spacer of the present invention has the effects of being easily arranged and capable of stably holding the rehabilitation pipe.

(a)本発明の一実施形態の管更生用スペーサを示した正面図、(b)同平面図、(c)同側面図である。(A) The front view which showed the spacer for pipe remodeling of one Embodiment of this invention, (b) The same top view, (c) The same side view. 本発明の一実施形態の管更生用スペーサの設置状態を既設管の軸線に直交する方向で切断して示した図である。It is the figure which cut and showed the installation state of the spacer for pipe rehabilitation of one embodiment of the present invention in the direction orthogonal to the axis of an existing pipe. 本発明の一実施形態の管更生用スペーサの設置状態であって、更生管の軸線を既設管の軸線に合わせるように設置した状態を、既設管の軸線を含む鉛直面で切断して示した断面図である。In the installed state of the spacer for pipe rehabilitation of one embodiment of the present invention, a state in which the axis of the rehabilitating pipe is installed to match the axis of the existing pipe is shown by cutting along a vertical plane including the axis of the existing pipe. FIG. 本発明の一実施形態の管更生用スペーサの設置状態であって、既設管内に設置する更生管に勾配を付けるよう設置した状態を、既設管の軸線を含む鉛直面で切断して示した断面図である。In the installed state of the spacer for pipe rehabilitation of one embodiment of the present invention, a state in which the rehabilitating pipe to be installed in the existing pipe is installed with a gradient, the cross section taken along a vertical plane including the axis of the existing pipe It is a figure. 本発明の一実施形態の管更生用スペーサの他の例の設置状態を、既設管の軸線に直交する方向で切断して示した図である。It is the figure which cut | disconnected and showed the installation state of the other example of the spacer for pipe remodeling of one embodiment of this invention in the direction orthogonal to the axis line of an existing pipe. 本発明の一実施形態の管更生用スペーサの他の例を示した側面図である。It is the side view which showed the other example of the spacer for pipe remodeling of one embodiment of this invention.

以下、図を参照して本発明の管更生用スペーサの一実施形態について説明する。
図1(a)−(c)に示すように、本発明の一実施形態の管更生用スペーサ1は、概略棒状の高さ形成脚部2と、高さ形成脚部2,2,2間に亘って固定される載置部材3とを備えている。
Hereinafter, an embodiment of a spacer for tube rehabilitation of the present invention will be described with reference to the drawings.
As shown in FIGS. 1 (a) to 1 (c), a pipe rehabilitation spacer 1 according to an embodiment of the present invention includes a substantially rod-shaped height forming leg portion 2 and height forming leg portions 2, 2, 2. And a mounting member 3 fixed over the space.

高さ形成脚部2は、必ずしも限定はされないが、断面が略円形の棒部材4により形成されている。棒部材4は、棒鋼であることが好ましく、丸鋼を含む異形鉄筋であることがより好ましい。
棒部材4が断面略円形である場合、高さ形成脚部2の直径は、特に限定はされないが、10mm以上51mm以下であることが好ましい。
The height forming leg portion 2 is formed of a rod member 4 having a substantially circular cross section, although not limited thereto. The bar member 4 is preferably a bar steel, and more preferably a deformed bar containing round steel.
When the rod member 4 has a substantially circular cross section, the diameter of the height forming leg 2 is not particularly limited, but is preferably 10 mm or more and 51 mm or less.

高さ形成脚部2の長さ(すなわち棒部材4の軸線方向の長さ)は、図2に示す既設管P1内の大きさ、既設管P1に設置する更生管P2の軸線方向の長さ、運搬の容易性等により適宜設定することができるが、例えば500mm程度に設定するとよい。   The length of the height forming leg 2 (that is, the length in the axial direction of the rod member 4) is the size in the existing pipe P1 shown in FIG. 2, and the length in the axial direction of the rehabilitation pipe P2 installed in the existing pipe P1. Although it can be set as appropriate depending on the ease of transportation, it may be set to, for example, about 500 mm.

以上の高さ形成脚部2によって高さを設けるには、設定したい高さに合う径を有する棒部材4を用いるか、複数本の棒部材4の周面4aを重ねて固定する。なお、複数本の棒部材4を重ねて高さ寸法を出す場合、図1(a)で実線の棒部材4及び仮想線の棒部材4に示すように、それぞれの棒部材4の直径方向を同一直線上に合わせて周面4aを重ねると安定的で効率よく高さを出すことができる。また、棒部材4,4同士を重ねる場合、棒部材4,4同士がずれなければどのような方法によって固定してもよいが、溶接により固定することが好ましい。   In order to provide the height by the height forming leg portion 2 described above, the bar member 4 having a diameter that matches the desired height is used, or the peripheral surfaces 4a of the plurality of bar members 4 are stacked and fixed. In addition, when a plurality of rod members 4 are overlapped to obtain a height dimension, as shown by solid line rod members 4 and phantom line rod members 4 in FIG. By stacking the peripheral surfaces 4a on the same straight line, the height can be stably and efficiently obtained. Further, when the rod members 4 and 4 are overlapped with each other, they may be fixed by any method as long as the rod members 4 and 4 are not displaced, but it is preferable to fix them by welding.

載置部材3は、鋼板により構成される。鋼板の種類は特に限定されないが、例えば溶融亜鉛メッキ鋼板や冷間圧延鋼板等を用いることができる。
載置部材3の大きさは、図2に示す既設管P1内の大きさ、既設管P1に設置する更生管P2の軸線方向の長さ、運搬の容易性等により適宜設定することができるが、例えば500mm×500mm程度に設定してもよい。
The mounting member 3 is made of a steel plate. The type of steel sheet is not particularly limited, but for example, hot-dip galvanized steel sheet, cold rolled steel sheet, or the like can be used.
The size of the mounting member 3 can be appropriately set depending on the size in the existing pipe P1 shown in FIG. 2, the length in the axial direction of the rehabilitation pipe P2 installed in the existing pipe P1, the ease of transportation, and the like. For example, it may be set to about 500 mm × 500 mm.

載置部材3の厚さは、特に限定されないが、例えば0.25mm以上3.2mm以下であることが好ましい。載置部材3の厚さが上記の程度であれば、載置部材3を既設管P1の形状に合わせて人の手の力で又は簡単な工具を用いて変形させることが可能となる。   The thickness of the mounting member 3 is not particularly limited, but is preferably 0.25 mm or more and 3.2 mm or less, for example. If the thickness of the mounting member 3 is within the above range, it is possible to deform the mounting member 3 according to the shape of the existing pipe P1 by the force of a human hand or using a simple tool.

管更生用スペーサ1は、以上の構成を有する高さ形成脚部2と載置部材3と用いて次のように作成することができる。
全体として同形状及び同寸法の高さ形成脚部2を3組用意し、同形状及び同寸法の載置部材3を2枚用意する。なお、高さ形成脚部2は、全体として同形状及び同寸法を形成できるのであれば、異なる径の棒部材4を用いて構成されていてもよい。
The tube rehabilitation spacer 1 can be made as follows using the height forming leg 2 and the mounting member 3 having the above-described configurations.
As a whole, three sets of height forming leg portions 2 having the same shape and size are prepared, and two mounting members 3 having the same shape and size are prepared. The height forming leg portion 2 may be configured by using rod members 4 having different diameters as long as the height forming leg portion 2 can form the same shape and the same size as a whole.

図1(a),(b)に示すように、3組の高さ形成脚部2をほぼ等間隔で平行に配置し、3組の高さ形成脚部2の両端に、高さ形成脚部2に直交するように載置部材3を置く。載置部材3は、偏平面を形成する板面3aが棒部材4の周面4aを向くように面を寝かせて載置する。   As shown in FIGS. 1 (a) and 1 (b), three sets of height forming legs 2 are arranged in parallel at substantially equal intervals, and the height forming legs 2 are provided at both ends of the three sets of height forming legs 2. The mounting member 3 is placed so as to be orthogonal to the portion 2. The placing member 3 is placed with its surface lying so that the plate surface 3a forming a flat surface faces the peripheral surface 4a of the rod member 4.

その上で、3組の高さ形成脚部2,2,2と2枚の載置部材3,3とが交差するそれぞれの箇所を溶接し、高さ形成脚部2と載置部材3とを交差部分で堅固に固定する。
以上により、管更生用スペーサ1が完成する。次に、管更生用スペーサ1の使用方法について説明する。管更生用スペーサ1は、以下のように配置される。
Then, the three portions of the height forming legs 2, 2, 2 and the two mounting members 3, 3 are welded to each other so that the height forming legs 2 and the mounting member 3 are connected to each other. Fix firmly at the intersection.
As described above, the pipe rehabilitation spacer 1 is completed. Next, a method of using the spacer 1 for tube rehabilitation will be described. The pipe rehabilitation spacer 1 is arranged as follows.

[スペーサ設置工程]
管更生用スペーサ1は、既設管P1の内部を洗浄する等して異物を除去した上で、更生管P2の設置前に既設管P1に直接配置する。具体的には、図2に示すように、管更生用スペーサ1の3本の高さ形成脚部2のうち、中央の高さ形成脚部2を既設管P1の管底の最も低い位置に、既設管P1の延伸方向(図2における紙面奥行き方向)に沿って配置する。中央の高さ形成脚部2の両側に広がる載置部材3は、既設管P1の形状に沿うようにあるいは平行になるよう変形させる。その結果、両側の高さ形成脚部2が既設管P1の内周面に略接する。
[Spacer installation process]
The pipe rehabilitation spacer 1 is disposed directly on the existing pipe P1 before the rehabilitation pipe P2 is installed after removing foreign matters by cleaning the inside of the existing pipe P1. Specifically, as shown in FIG. 2, among the three height forming legs 2 of the pipe rehabilitation spacer 1, the central height forming leg 2 is located at the lowest position of the bottom of the existing pipe P1. , Are arranged along the extending direction of the existing pipe P1 (the depth direction of the paper surface in FIG. 2). The mounting member 3 spreading on both sides of the central height forming leg portion 2 is deformed so as to follow the shape of the existing pipe P1 or to be parallel. As a result, the height forming leg portions 2 on both sides are substantially in contact with the inner peripheral surface of the existing pipe P1.

このようにして、高さ形成脚部2を既設管P1の軸線にほぼ沿って配し、載置部材3を更生管P2の外周方向にほぼ沿うように配する。   In this way, the height forming legs 2 are arranged substantially along the axis of the existing pipe P1, and the mounting member 3 is arranged substantially along the outer peripheral direction of the rehabilitation pipe P2.

次の管更生用スペーサ1は、既に設置した管更生用スペーサ1に対して既設管P1が延びている方向の奥行き方向又は手前方向に順次配置していく。手前又は奥行き方向のいずれに向かって配するかは、管更生用スペーサ1を既設管P1の更生箇所のどの位置から配置し始めたか又は既設管の更生方法の種類に応じて決める。   The next pipe rehabilitation spacer 1 is sequentially arranged with respect to the already installed pipe rehabilitation spacer 1 in the depth direction or the front direction in which the existing pipe P1 extends. Whether to arrange the pipe rehabilitation spacer 1 toward the front or the depth direction is determined according to which position of the rehabilitation portion of the existing pipe P1 the retrial spacer 1 has started to be arranged or the kind of the existing pipe rehabilitation method.

複数の管更生用スペーサ1は、高さ形成脚部2を既設管P1の延伸方向(又は更生管P2の配置方向)に向け、載置部材3を更生管P2の延伸方向に間隔を空けて略平行に配し得るように、所定のピッチを開けながら配置していく。   In the plurality of spacers 1 for pipe rehabilitation, the height forming legs 2 are oriented in the extension direction of the existing pipe P1 (or the arrangement direction of the rehabilitation pipe P2), and the mounting members 3 are spaced in the extension direction of the rehabilitation pipe P2. Arrange them while opening a predetermined pitch so that they can be arranged substantially in parallel.

なお、管更生用スペーサ1は、更生管P2の設置高さ又は勾配を考慮して適宜の高さのものを選択する。具体的には、既設管P1の高さがほぼ一定で設置する更生管P2の軸心を既設管P1の軸心に合わせるという場合には、図3に示すように、一定の高さ寸法を出せる管更生用スペーサ1を用いる。また、更生管P2に勾配を付ける必要がある場合には、図4に示すように勾配を考慮して、上流側から下流側に向かって徐々に高さを小さくする管更生用スペーサ1を用いる。   The pipe rehabilitation spacer 1 is selected to have an appropriate height in consideration of the installation height or slope of the rehabilitation pipe P2. Specifically, when aligning the axis of the rehabilitation pipe P2 to be installed with the height of the existing pipe P1 being substantially constant to the axis of the existing pipe P1, a constant height dimension is set as shown in FIG. The spacer 1 for pipe rehabilitation that can be taken out is used. In addition, when it is necessary to make a gradient in the rehabilitation pipe P2, the pipe rehabilitation spacer 1 whose height is gradually reduced from the upstream side to the downstream side is used in consideration of the gradient as shown in FIG. .

所定のピッチとは、更生管P2を安定的に保持し得る任意の距離である。更生管P2の長さ及び管更生用スペーサ1の寸法によって決めることができる。
所定のピッチは、更生管P2及び高さ形成脚部2の長さによって、一つの管更生用スペーサ1に一つの更生管P2だけが載置される距離としてもよい。
又は、所定のピッチは、一つの管更生用スペーサ1の高さ形成脚部2の両端のそれぞれに、軸線方向に連結させる2つの更生管P2の一方ずつを載置させ得る距離であってもよい。
The predetermined pitch is an arbitrary distance that can stably hold the rehabilitation pipe P2. It can be determined by the length of the rehabilitation pipe P2 and the dimensions of the pipe rehabilitation spacer 1.
The predetermined pitch may be a distance by which only one rehabilitation pipe P2 is placed on one pipe rehabilitation spacer 1 depending on the lengths of the rehabilitation pipe P2 and the height forming leg 2.
Alternatively, the predetermined pitch may be a distance such that one of the two rehabilitation pipes P2 to be coupled in the axial direction can be placed on each of both ends of the height forming leg portion 2 of one pipe rehabilitation spacer 1. Good.

又は、所定のピッチは、1つの更生管P2の延伸方向の中央に一以上の管更生用スペーサ1を置き、隣接する更生管P2同士の間に跨るように管更生用スペーサ1を配置する寸法であってもよい。   Alternatively, the predetermined pitch is a dimension in which one or more pipe rehabilitation spacers 1 are placed at the center of one rehabilitation pipe P2 in the extending direction and the pipe rehabilitation spacers 1 are arranged so as to straddle between adjacent rehabilitation pipes P2. May be

いずれのピッチにするとしても、管更生用スペーサ1は、間隔を空けて平行に配された載置部材3を高さ形成脚部2により連結した構成となっているので、一つ載置するだけで、2つの載置部材3,3を既設管P1の軸線方向に間隔を空けて容易に配置することができる。
なお、載置部材3の変形は、予め既設管P1の形状に合わせて載置部材3を変形させておいてもよい。
Regardless of the pitch, the pipe rehabilitation spacer 1 has a configuration in which the mounting members 3 arranged in parallel with a space therebetween are connected by the height forming leg portions 2, so that one is mounted. Only then, the two mounting members 3 and 3 can be easily arranged at intervals in the axial direction of the existing pipe P1.
The mounting member 3 may be deformed in advance by deforming the mounting member 3 according to the shape of the existing pipe P1.

[更生管設置工程]
管更生用スペーサ1の既設管P1内への設置後、載置部材3上に更生管P2を置いていく。管更生用スペーサ1に更生管P2を設置すると、載置板が0.25mmから3.2mmの薄板鋼板により構成されているので、更生管P2の形状に合わせてフィットし得る。すなわち、更生管P2は、載置部材3によって周方向に一定の範囲に亘ってしっかりと保持される。
したがって、管更生用スペーサ1は、その設置が容易で、更生管P2を簡便かつ安定的に支持することができるという効果を奏する。
[Rehabilitation pipe installation process]
After the pipe rehabilitation spacer 1 is installed in the existing pipe P1, the rehabilitation pipe P2 is placed on the mounting member 3. When the rehabilitation pipe P2 is installed on the pipe rehabilitation spacer 1, the mounting plate is made of a thin steel plate having a size of 0.25 mm to 3.2 mm, so that the rehabilitation pipe P2 can be fitted to the shape of the rehabilitation pipe P2. That is, the rehabilitation pipe P2 is firmly held by the mounting member 3 over a certain range in the circumferential direction.
Therefore, the pipe rehabilitation spacer 1 has an effect that it can be easily installed and can support the rehabilitation pipe P2 simply and stably.

また、管更生用スペーサ1は、既設管P1の延伸方向に配される高さ形成脚部2を3組有しており、高さ形成脚部2が前記延伸方向に長さを有するいわゆる脚となっている。したがって、管更生用スペーサ1は、高さ形成脚部2と既設管P1との摩擦により、既設管P1の延伸方向にも内周方向にもずれにくい構成となっている。   Further, the pipe rehabilitation spacer 1 has three sets of height forming legs 2 arranged in the extending direction of the existing pipe P1, and the height forming leg 2 is a so-called leg having a length in the extending direction. Has become. Therefore, the pipe rehabilitation spacer 1 is configured so as not to be displaced in the extending direction or the inner circumferential direction of the existing pipe P1 due to the friction between the height forming leg portion 2 and the existing pipe P1.

また、管更生用スペーサ1は、高さ形成脚部2を等間隔で3本配しているため、更生管P2の重心をその中心の高さ形成脚部2で支えることができ、更生管P2の荷重をバランスよく支えることができる。したがって、管更生用スペーサ1は、更生管P2をより安定的に保持することができるという効果を奏する。   Further, the pipe rehabilitation spacer 1 has three height forming legs 2 arranged at equal intervals, so that the center of gravity of the rehabilitation pipe P2 can be supported by the height forming legs 2 at the center thereof. The load of P2 can be supported with a good balance. Therefore, the pipe rehabilitation spacer 1 has an effect that the rehabilitation pipe P2 can be held more stably.

また、管更生用スペーサ1は、載置部材3の幅方向の略中心に高さ形成脚部2を有し、この高さ形成脚部2を既設管P1の管底の略中心にバランスよく設置することができる。したがって、管更生用スペーサ1は、更生管P2に用いる浮上防止用チェーン等の器具を設置する際に、中央に設けられた高さ形成部材2で支持することができ、載置部材3の変形を防止することができるという効果を奏する。   Further, the pipe rehabilitation spacer 1 has a height forming leg portion 2 substantially at the center of the mounting member 3 in the width direction, and the height forming leg portion 2 is well balanced about the center of the pipe bottom of the existing pipe P1. Can be installed. Therefore, the pipe rehabilitation spacer 1 can be supported by the height forming member 2 provided at the center when a device such as a floating prevention chain used for the rehabilitation pipe P2 is installed, and the mounting member 3 is deformed. There is an effect that it is possible to prevent.

載置部材3,3同士の間は、棒鋼の高さ形成脚部2が間隔を空けて平行に存在するのみであるので、後に充填する裏込め材を載置部材3,3間に十分に行き渡らせることが可能となる。
また、高さ形成脚部2は、径が10mmから51mm程度で断面が概略円形の棒鋼であるため、径によって所望の高さを形成しつつも、その体積を極力抑えることができる。したがって、この点でも後に充填する裏込め材を既設管P1と更生管P2との間にできる限り行き渡らせることが可能となる。
したがって、既設管P1と更生管P2との間に裏込め材が充填されていない空間が形成されることを極力抑えて裏込め材を密に充填することができるという効果を奏する。
Since the height forming legs 2 of the steel bars are present only in parallel between the placing members 3 and 3, the backfill material to be filled later is sufficiently provided between the placing members 3 and 3. It becomes possible to spread it.
Further, since the height forming leg portion 2 is a steel bar having a diameter of about 10 mm to 51 mm and a cross section of a substantially circular shape, it is possible to form a desired height depending on the diameter and to suppress the volume as much as possible. Therefore, also in this respect, it becomes possible to spread the backfill material to be filled later between the existing pipe P1 and the rehabilitation pipe P2 as much as possible.
Therefore, it is possible to densely fill the backfill material by suppressing the formation of a space not filled with the backfill material between the existing pipe P1 and the rehabilitation pipe P2.

また、高さ形成脚部2は、異形鉄筋を用いる場合には、裏込め材の密着面積が多く且つ平滑な丸棒に比べて複雑になるため、裏込め材内に堅固に固定される。
したがって、高さ形成脚部2と裏込め材との間にズレ等が生じることを防止して、質の高い更生管P2を長期にわたり保持することができるという効果を奏する。
Further, when the deformed reinforcing bar is used, the height forming leg portion 2 has a large contact area of the backfill material and becomes more complicated than a smooth round bar, and thus is firmly fixed in the backfill material.
Therefore, it is possible to prevent a gap or the like from occurring between the height forming leg portion 2 and the backfill material, and it is possible to hold the high quality rehabilitation pipe P2 for a long period of time.

なお、管更生用スペーサ1及び更生管P2の設置は、管更生用スペーサ1の設置を適宜数まとめて行った後に、更生管P2の設置を行ってもよい。又は、管更生用スペーサ1及び更生管P2の設置は、1つの更生管P2を置くために必要な数の管更生用スペーサ1の設置と、1つの更生管P2の設置とを交互に行う方法であってもよい。いずれの方法を採用するかは、既設管P1の更生方法によって適宜選択することができる。   As for the installation of the pipe rehabilitation spacer 1 and the rehabilitation pipe P2, the rehabilitation pipe P2 may be installed after the pipe rehabilitation spacers 1 are installed in an appropriate number. Alternatively, the pipe rehabilitation spacer 1 and the rehabilitation pipe P2 are installed by alternately performing the installation of the pipe rehabilitation spacers 1 and the number of the pipe rehabilitation pipes P2 necessary for placing one rehabilitation pipe P2. May be Which method is used can be appropriately selected depending on the method of rehabilitating the existing pipe P1.

[裏込め材注入工程]
敷設すべき更生管P2を全て設置し終えたら、既設管P1と更生管P2との間にモルタル等の裏込め材を充填注入し、既設管P1の更生が完了する。
[Back filling material injection process]
When all the rehabilitation pipes P2 to be laid are installed, a backfill material such as mortar is filled and injected between the existing pipes P1 and P2, and the rehabilitation of the existing pipes P1 is completed.

上記のようにして既設管P1を更生した場合、管更生用スペーサ1は既設管P1と更生管P2との間に裏込め材で埋設されてしまう。しかし、管更生用スペーサ1は、鋼材により形成されているためRC構造物の一部とみなさる。したがって、本発明の管更生用スペーサ1が用いられた更生管P2は、管更生用スペーサ1が異物とみなされることによる構成欠陥の扱いを受けることを回避することができるという効果を奏する。   When the existing pipe P1 is rehabilitated as described above, the pipe rehabilitation spacer 1 is buried by the backfill material between the existing pipe P1 and the rehabilitation pipe P2. However, the pipe rehabilitation spacer 1 is considered to be a part of the RC structure because it is made of steel. Therefore, the rehabilitation pipe P2 in which the pipe rehabilitation spacer 1 of the present invention is used has an effect of being able to avoid being treated with a structural defect due to the pipe rehabilitation spacer 1 being regarded as a foreign matter.

また、管更生用スペーサ1は、径が約51mmまでの棒部材4と、厚さが3.2mmまでの薄板鋼板を用いて形成されているため、軽量で、非常にシンプルな構成により安価に形成することができるという効果を奏する。   Further, since the pipe rehabilitation spacer 1 is formed by using the bar member 4 having a diameter of up to about 51 mm and the thin steel plate having a thickness of up to 3.2 mm, it is lightweight and inexpensive due to a very simple structure. There is an effect that it can be formed.

なお、上記実施形態においては、棒鋼で構成された3組の高さ形成脚部2を用いた例を示したが、高さ形成脚部2は、平行に2組以上配されていれば特に限定されない。ただし、載置部材3の長手方向の中央部分に更生管P2を載置した際の重心がくることを考慮すると、高さ形成脚部2は、3本以上の奇数本で、中央の1本を中心として左右対称に配されていることが好ましい。例えば、管更生用スペーサ1は、図5に示すように5組の高さ形成脚部2を備えていてもよい。   In addition, in the said embodiment, although the example which used 3 sets of height formation leg parts 2 comprised by the steel bar was shown, especially if the height formation leg parts 2 are arrange | positioned in parallel 2 or more sets. Not limited. However, considering that the center of gravity when the rehabilitation pipe P2 is placed in the central portion in the longitudinal direction of the placing member 3 is taken into consideration, the height forming leg portion 2 is an odd number of three or more and one in the center. It is preferable that they are arranged symmetrically with respect to. For example, the tube rehabilitation spacer 1 may include five sets of height forming legs 2 as shown in FIG.

また、図6に示すように、載置部材3は、高さ形成脚部2の延伸方向に間隔を置いて複数固定されていれば、3つ以上用いられていてもよい。
また、複数の棒部材4,4の周面4aを重ねて溶接した管更生用スペーサ1にあっては、少なくとも棒部材4が両端の載置部材3,3を固定し得るものになっていれば、載置部材3に接する棒部材4及び載置部材3から最も離れた位置にある高さ形成脚部2が複数に分割され、間隔を空けて固定された構成であってもよい。この構成によれば、管更生用スペーサ1の重量をより軽くすることが出来るとともに、裏込め材の管更生用スペーサ1の下方への充填を促進することができるという効果を奏する。
Moreover, as shown in FIG. 6, three or more mounting members 3 may be used as long as a plurality of mounting members 3 are fixed at intervals in the extending direction of the height forming leg 2.
In addition, in the pipe rehabilitation spacer 1 in which the peripheral surfaces 4a of the plurality of rod members 4 and 4 are overlapped and welded, at least the rod member 4 can fix the mounting members 3 and 3 at both ends. For example, the rod member 4 contacting the mounting member 3 and the height forming leg portion 2 at the farthest position from the mounting member 3 may be divided into a plurality of parts and fixed at intervals. According to this configuration, the weight of the pipe rehabilitation spacer 1 can be further reduced, and the filling of the backfill material below the pipe rehabilitation spacer 1 can be promoted.

また、棒部材4には、C型鋼又はH型鋼が含まれる。棒部材4が概略円柱状の異形鉄筋の場合は、既設管P1に当てる角度を考慮せずに使用できるが、棒部材4としてはこれに限定されるものではなく、既設管P1に確実に固定できる限りC型鋼又はH型鋼を使用することも可能である。   Further, the rod member 4 includes C-type steel or H-type steel. When the rod member 4 is a deformed rebar having a substantially cylindrical shape, it can be used without considering the angle applied to the existing pipe P1, but the rod member 4 is not limited to this, and is securely fixed to the existing pipe P1. It is also possible to use C-section steel or H-section steel as much as possible.

1 管更生用スペーサ
2 高さ形成脚部
3 載置部材
4 棒部材
P1 既設管
P2 更生管


1 Spacer for pipe rehabilitation 2 Height forming leg 3 Mounting member 4 Bar member P1 Existing pipe P2 Rehabilitation pipe


Claims (7)

棒部材により形成され、既設管の軸線方向に長手方向を沿わせかつ前記軸線を中心とする前記既設管の周方向に間隔を置いて複数設けられる高さ形成脚部と、複数の前記高さ形成脚部間に亘って固定されかつ前記複数の高さ形成脚部の長手方向に間隔を空けて複数固定された更生管の載置部材とを備え、
前記載置部材は、変形可能な板材により形成され、
前記高さ形成脚部は、全て同じ高さ寸法に形成されている管更生用スペーサ。
A plurality of height-forming legs formed by a rod member and provided along the longitudinal direction of the existing pipe along the longitudinal direction and provided at intervals in the circumferential direction of the existing pipe about the axis, and a plurality of the heights. A mounting member for the rehabilitating pipe that is fixed across the forming legs and that is fixed at a plurality in the longitudinal direction of the height forming legs at intervals .
The mounting member is formed of a deformable plate material,
A spacer for pipe rehabilitation, wherein the height forming legs are all formed to have the same height .
前記複数の高さ形成脚部は、前記周方向に互いに間隔を置いて3本以上かつ奇数本配されている請求項1に記載の管更生用スペーサ。   The pipe rehabilitation spacer according to claim 1, wherein the plurality of height forming leg portions are arranged at intervals in the circumferential direction and are arranged in three or more and odd number. 複数の前記高さ形成脚部を構成する棒部材は、異形鉄筋により形成されている請求項1又は2に記載の管更生用スペーサ。   The pipe remodeling spacer according to claim 1 or 2, wherein the bar members forming the plurality of height forming leg portions are formed of deformed reinforcing bars. 前記複数の高さ形成脚部はそれぞれ、複数の前記棒部材を前記載置部材から離間する方向に重ねて高さを設けている請求項1から3のいずれか一項に記載の管更生用スペーサ。 4. The pipe rehabilitation according to any one of claims 1 to 3, wherein each of the plurality of height forming leg portions is provided with a height by stacking the plurality of rod members in a direction in which they are separated from the placing member . Spacer. 周面同士が重ねられた前記複数の棒部材の一部は、前記既設管の延伸方向に間隔を空けて直線状に複数固定されている請求項4に記載の管更生用スペーサ。   The pipe rehabilitation spacer according to claim 4, wherein a part of the plurality of rod members whose peripheral surfaces are overlapped with each other is fixed linearly at intervals in the extending direction of the existing pipe. 前記高さ形成脚部及び前記載置部材は、鋼材により形成されている請求項1からのいずれか一項に記載の管更生用スペーサ。 The pipe rehabilitation spacer according to any one of claims 1 to 5 , wherein the height forming leg portion and the mounting member are made of a steel material. 請求項1からのいずれか一項に記載の管更生用スペーサを既設管内に所定のピッチで配するスペーサ設置工程と、
前記管更生用スペーサの載置部材の上に更生管を設置する更生管設置工程と、
前記既設管と前記更生管との間に裏込め材を注入する裏込め材注入工程とを有する既設管の更生方法。
A spacer installation step of arranging the spacer for pipe rehabilitation according to any one of claims 1 to 6 in an existing pipe at a predetermined pitch,
A rehabilitating pipe installation step of installing a rehabilitating pipe on the mounting member of the pipe rehabilitation spacer,
A method for rehabilitating an existing pipe, comprising a step of injecting a backfill material between the existing pipe and the rehabilitating pipe.
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Publication number Priority date Publication date Assignee Title
JP6858386B1 (en) * 2020-08-12 2021-04-14 日本ノーディッグテクノロジー株式会社 Deformation prevention device for rehabilitation pipes and rehabilitation methods for existing pipes
JP2021188293A (en) * 2020-05-27 2021-12-13 積水化学工業株式会社 Floatation preventing device for rehabilitation pipe

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JPS5362313A (en) * 1976-11-16 1978-06-03 Mitsubishi Jushi Eng Method of laying inner pipe in sheath pipe
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JP3901691B2 (en) * 2004-01-21 2007-04-04 栗本化成工業株式会社 Tube fixing structure and tube fixing method
JP2016141930A (en) * 2015-01-29 2016-08-08 積水化学工業株式会社 Support member of rehabilitation pipe
KR101876773B1 (en) * 2017-07-31 2018-07-11 주식회사 씨스 이엔지 Pipe rehabilitation method

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JP2021188293A (en) * 2020-05-27 2021-12-13 積水化学工業株式会社 Floatation preventing device for rehabilitation pipe
JP7412275B2 (en) 2020-05-27 2024-01-12 積水化学工業株式会社 Rehabilitation pipe floating prevention device
JP6858386B1 (en) * 2020-08-12 2021-04-14 日本ノーディッグテクノロジー株式会社 Deformation prevention device for rehabilitation pipes and rehabilitation methods for existing pipes
JP2022032424A (en) * 2020-08-12 2022-02-25 日本ノーディッグテクノロジー株式会社 Deformation prevention device of regeneration pipe and regeneration method of existing pipe

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