JP2021055807A - Spacer for pipe rehabilitation - Google Patents

Spacer for pipe rehabilitation Download PDF

Info

Publication number
JP2021055807A
JP2021055807A JP2019181821A JP2019181821A JP2021055807A JP 2021055807 A JP2021055807 A JP 2021055807A JP 2019181821 A JP2019181821 A JP 2019181821A JP 2019181821 A JP2019181821 A JP 2019181821A JP 2021055807 A JP2021055807 A JP 2021055807A
Authority
JP
Japan
Prior art keywords
rehabilitation
pipe
spacer
height
existing pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2019181821A
Other languages
Japanese (ja)
Other versions
JP6679800B1 (en
Inventor
忠臣 中村
Tadaomi Nakamura
忠臣 中村
歩 山根
Ayumi Yamane
歩 山根
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon No Dig Tech Ltd
Nippon No Dig Technology Ltd
Original Assignee
Nippon No Dig Tech Ltd
Nippon No Dig Technology Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon No Dig Tech Ltd, Nippon No Dig Technology Ltd filed Critical Nippon No Dig Tech Ltd
Priority to JP2019181821A priority Critical patent/JP6679800B1/en
Application granted granted Critical
Publication of JP6679800B1 publication Critical patent/JP6679800B1/en
Publication of JP2021055807A publication Critical patent/JP2021055807A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

To provide a spacer for pipe rehabilitation that is easy to arrange and can stably hold a rehabilitation pipe.SOLUTION: A spacer 1 for pipe rehabilitation comprises: a plurality of height formation leg parts 2 that is provided at intervals in a circumferential direction around the axial line of an existing pipe P1, and is formed by a rod member 4 running along a longitudinal direction in the extending direction of the existing pipe P1; and a mounting member 3 of a rehabilitation pipe P2 fixed between the plurality of height formation leg parts 2, 2. It is preferable that the plurality of height formation leg parts 2 is arranged in an odd number of three or more at intervals in the circumferential direction.SELECTED DRAWING: Figure 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 tube 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 arranging a rehabilitation pipe in an existing pipe buried in the ground and rehabilitating the pipe, it may be necessary to align the axis of the rehabilitation pipe 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, when the rehabilitation pipe installed in the existing pipe must be sloped, it may be necessary to adjust the height of the axis of the rehabilitation pipe different from the axis of the existing pipe.

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 cases, conventionally, a substantially cubic block made of a thick (height) piece of wood or the like has been used as a spacer on the bottom of an existing pipe or the like. 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 was extended.

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 a mounting portion and the height is provided by the thickness, positioning of the spacers when arranging them in advance is troublesome and easily moves, so that the rehabilitation tube is used. The stability of the installation was poor.
Therefore, the present invention provides a tube rehabilitation spacer that is easy to arrange and can stably hold the rehabilitated tube.

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。
A plurality of spacers for pipe rehabilitation of the present invention are provided at intervals in the circumferential direction about the axis of the existing pipe, and height-forming legs formed by rod members along the longitudinal direction in the extension direction of the existing pipe. A portion and a mounting member for a rehabilitation tube fixed between the plurality of height-forming legs are provided.
According to this configuration, the plurality of height-forming legs prevent the existing pipe from shifting in the extending direction and the circumferential direction around the axis, and the pipe rehabilitation spacer is firmly placed below the rehabilitation pipe. can do. Further, since the pipe rehabilitation spacer has a configuration having a plurality of height-forming legs and 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 legs of the tube rehabilitation spacer of the present invention may be arranged in an odd number of three or more at intervals in the circumferential direction.
According to this configuration, by placing the central height-forming leg approximately in the center of the bottom of the existing pipe, the center of gravity of the rehabilitated pipe is received by the central height-forming leg, and the rehabilitated pipe is balanced as a whole. I can support it.

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 rod members constituting the plurality of height-forming legs 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 unnecessarily narrowed by the member forming the height, and the height forming leg is not treated as a foreign substance to the RC structure and is RC. 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。
The plurality of height-forming legs of the tube rehabilitation spacer of the present invention may be provided with heights by overlapping the peripheral surfaces of the plurality of rod members.
According to this configuration, for example, by using a substantially columnar rod member, it is possible to provide the height of the pipe rehabilitation spacer with as small a volume as possible without increasing the cross-sectional area of the rod member.

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 plurality of the plurality of rod members in which the peripheral surfaces of the present invention are overlapped may be fixed in a straight line at intervals in the extending direction of the existing pipe.
According to this configuration, the backfilling material can be inserted between the rod members arranged on the same line, and the backfilling material can be quickly distributed below the pipe rehabilitation spacer.

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 previously described members of the spacer for tube rehabilitation of the present invention may be arranged at intervals in the longitudinal direction of the height-forming legs.
According to this configuration, one tube rehabilitation spacer makes it possible to hold the rehabilitated tube more stably.

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 previously described member of the spacer for pipe 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 at the site by a human hand or by using a simple tool according to 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。
The height-forming legs and the above-mentioned mounting members of the pipe rehabilitation spacer of the present invention are preferably made of steel. Specifically, for example, the height-forming legs are preferably round bars for reinforced concrete or deformed reinforcing bars, and the mounting members are preferably made of steel materials such as hot-dip galvanized steel plates or cold-rolled steel plates.
According to this configuration, the pipe rehabilitation spacer can be a part of the RC structure without being treated as a foreign substance for 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 method for rehabilitating an existing pipe of the present invention includes a spacer installation step of arranging the pipe rehabilitation spacer according to any one of the above at a predetermined pitch in the existing pipe, and a rehabilitation pipe on a mounting member of the pipe rehabilitation spacer. It has a rehabilitation pipe installation step of installing the backfilling material and a backfilling material injection step of injecting a backfilling material between the existing pipe and the rehabilitation pipe.
According to this configuration, any of the above effects can be exerted, and the existing pipe can be easily and quickly rehabilitated.

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 spacer for tube rehabilitation of the present invention has an effect that it is easy to arrange and can stably hold the rehabilitated tube.

(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) A front view showing a spacer for pipe rehabilitation according to an embodiment of the present invention, (b) the same plan view, and (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 a figure which showed the installation state of the spacer for pipe rehabilitation of one Embodiment of this invention cut in the direction orthogonal to the axis of the 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。The state in which the pipe rehabilitation spacer according to the embodiment of the present invention is installed so that the axis of the rehabilitation pipe is aligned with the axis of the existing pipe is shown by cutting it in a vertical plane including the axis of the existing pipe. It is a sectional view. 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。A cross section showing a state in which the pipe rehabilitation spacer of one embodiment of the present invention is installed and the rehabilitation pipe installed in the existing pipe is installed so as to have a gradient, cut in 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 a figure which showed the installation state of another example of the spacer for pipe rehabilitation of one Embodiment of this invention cut in the direction orthogonal to the axis of the 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 a side view which showed another example of the spacer for tube rehabilitation 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 the spacer for tube rehabilitation of the present invention will be described with reference to the drawings.
As shown in FIGS. 1 (a)-(c), the tube rehabilitation spacer 1 according to the embodiment of the present invention has a substantially rod-shaped height-forming leg 2 and a height-forming leg 2, 2 and 2. It is provided with a mounting member 3 which is fixed over.

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 2 is not necessarily limited, but is formed by a rod member 4 having a substantially circular cross section. The bar member 4 is preferably steel bar, and more preferably a deformed reinforcing 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 of the rod member 4 in the axial direction) 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. , It can be set appropriately depending on the ease of transportation, etc., but it is preferable to set it 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 2 as described above, a rod member 4 having a diameter corresponding to the desired height is used, or the peripheral surfaces 4a of the plurality of rod members 4 are overlapped and fixed. When a plurality of rod members 4 are stacked to obtain a height dimension, the diameter direction of each rod member 4 is set as shown in the solid line rod member 4 and the virtual line rod member 4 in FIG. 1 (a). If the peripheral surfaces 4a are overlapped on the same straight line, the height can be stably and efficiently obtained. Further, when the rod members 4, 4 are overlapped with each other, they may be fixed by any method as long as the rod members 4, 4 are not displaced from each other, but it is preferably fixed 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 the steel sheet is not particularly limited, but for example, a hot-dip galvanized steel sheet, a 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 axial length 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 as large as the above, the mounting member 3 can be deformed by human hand or by using a simple tool according to the shape of the existing pipe P1.

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 produced as follows by using the height-forming leg 2 and the mounting member 3 having the above configuration.
As a whole, three sets of height-forming legs 2 having the same shape and dimensions are prepared, and two mounting members 3 having the same shape and dimensions are prepared. The height-forming leg 2 may be formed by using rod members 4 having different diameters as long as they can form the same shape and the same dimensions 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 height-forming legs are placed 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 mounting member 3 is placed with its surface laid down so that the plate surface 3a forming the eccentric plane 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 sets of height-forming legs 2, 2, 2 and the two mounting members 3, 3 are welded at each intersection, and the height-forming legs 2 and the mounting members 3 are formed. Is firmly fixed at the intersection.
From the above, the spacer 1 for pipe rehabilitation is completed. Next, a method of using the tube rehabilitation spacer 1 will be described. The tube 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 arranged directly on the existing pipe P1 before the rehabilitation pipe P2 is installed, after removing foreign matter by cleaning the inside of the existing pipe P1 or the like. 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. , The existing pipe P1 is arranged along the stretching direction (the paper surface depth direction in FIG. 2). The mounting members 3 extending on both sides of the central height-forming leg 2 are deformed so as to follow or be parallel to the shape of the existing pipe P1. As a result, the height-forming legs 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 in the depth direction or the front direction in the direction in which the existing pipe P1 extends with respect to the already installed pipe rehabilitation spacer 1. Whether to arrange the spacer 1 in the front direction or the depth direction is determined according to the position where the pipe rehabilitation spacer 1 is started to be arranged at the rehabilitation portion of the existing pipe P1 or the type of the rehabilitation method of the existing pipe.

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 pipe rehabilitation spacers 1, the height forming legs 2 are directed in the extending direction of the existing pipe P1 (or the arrangement direction of the rehabilitation pipe P2), and the mounting members 3 are spaced apart in the extending 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 with an appropriate height in consideration of the installation height or gradient of the rehabilitation pipe P2. Specifically, when the axis of the rehabilitation pipe P2 to be installed with the height of the existing pipe P1 being substantially constant is aligned with the axis of the existing pipe P1, a constant height dimension is used as shown in FIG. A pipe rehabilitation spacer 1 that can be taken out is used. When it is necessary to give a gradient to the rehabilitation tube P2, a tube rehabilitation spacer 1 is used in which the height is gradually reduced from the upstream side to the downstream side 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 capable of stably holding the rehabilitation tube P2. It can be determined by the length of the rehabilitation tube P2 and the dimensions of the tube rehabilitation spacer 1.
The predetermined pitch may be a distance at which only one rehabilitation pipe P2 is placed on one pipe rehabilitation spacer 1 depending on the length of the rehabilitation pipe P2 and the height forming leg 2.
Alternatively, the predetermined pitch may be a distance at which one of two rehabilitation pipes P2 connected in the axial direction can be placed on each of both ends of the height forming leg 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 such that one or more pipe rehabilitation spacers 1 are placed in the center of one rehabilitation pipe P2 in the extending direction, and the pipe rehabilitation spacers 1 are placed so as to straddle between adjacent rehabilitation pipes P2. It 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 mounting members 3 arranged in parallel at intervals are connected by height-forming legs 2, so one is mounted. Only by itself, 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 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 installing the pipe rehabilitation spacer 1 in the existing pipe P1, the rehabilitation pipe P2 is placed on the mounting member 3. When the rehabilitation tube P2 is installed on the tube rehabilitation spacer 1, the mounting plate is made of a thin steel plate of 0.25 mm to 3.2 mm, so that it can be fitted according to the shape of the rehabilitation tube P2. That is, the rehabilitation tube 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 is easy to install and can easily and stably support the rehabilitation pipe P2.

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 legs 2 have lengths in the extending direction, so-called legs. It has become. Therefore, the pipe rehabilitation spacer 1 is configured so as not to be displaced in the extending direction and the inner peripheral direction of the existing pipe P1 due to friction between the height forming leg 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, since the tube rehabilitation spacer 1 has three height-forming legs 2 arranged at equal intervals, the center of gravity of the rehabilitation tube P2 can be supported by the height-forming legs 2 at the center of the rehabilitation tube P2. The load of P2 can be supported in a well-balanced manner. Therefore, the tube rehabilitation spacer 1 has the effect of being able to hold the rehabilitation tube P2 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 2 at a substantially center in the width direction of the mounting member 3, and the height-forming leg 2 is well-balanced at a substantially center of the 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 installing an instrument such as a floating prevention chain used for the rehabilitation pipe P2, and the mounting member 3 is deformed. It has the effect of being able 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 only present in parallel with each other at intervals between the mounting members 3 and 3, the backfilling material to be filled later is sufficiently placed between the mounting members 3 and 3. It becomes possible to spread it.
Further, since the height-forming leg 2 is a steel bar having a diameter of about 10 mm to 51 mm and a substantially circular cross section, the volume can be suppressed as much as possible while forming a desired height depending on the diameter. Therefore, also in this respect, it is possible to spread the backfilling 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 backfilling material by suppressing the formation of a space not filled with the backfilling material between the existing pipe P1 and the rehabilitation pipe P2 as much as possible.

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 is more complicated than a smooth round bar, so that the height-forming leg portion 2 is firmly fixed in the backfill material.
Therefore, it is possible to prevent the height-forming leg 2 and the backfilling material from being displaced from each other, and to maintain 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。 In addition, the pipe rehabilitation spacer 1 and the rehabilitation pipe P2 may be installed after the pipe rehabilitation spacer 1 is installed in an appropriate number. Alternatively, the installation of the pipe rehabilitation spacer 1 and the rehabilitation pipe P2 is a method in which the installation of the number of pipe rehabilitation spacers 1 required for placing one rehabilitation pipe P2 and the installation of one rehabilitation pipe P2 are alternately performed. It may be. Which method to adopt can be appropriately selected depending on the rehabilitation method of 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。
[Backfill material injection process]
When all the rehabilitation pipes P2 to be laid have been installed, a backfill material such as mortar is filled and injected between the existing pipes P1 and the rehabilitation pipes 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 between the existing pipe P1 and the rehabilitation pipe P2 with a backfill material. However, since the pipe rehabilitation spacer 1 is made of a steel material, it is regarded as a part of the RC structure. Therefore, the rehabilitation tube P2 in which the tube rehabilitation spacer 1 of the present invention is used has an effect that it is possible to avoid being treated as a constituent defect due to the tube rehabilitation spacer 1 being regarded as a foreign substance.

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 a rod member 4 having a diameter of up to about 51 mm and a thin steel plate having a thickness of up to 3.2 mm, it is lightweight and inexpensive due to a very simple structure. It has the effect of being able to form.

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 the above embodiment, an example in which three sets of height-forming legs 2 made of steel bars are used has been shown, but it is particularly necessary that two or more sets of height-forming legs 2 are arranged in parallel. Not limited. However, considering that the center of gravity when the rehabilitation tube P2 is placed on the central portion of the mounting member 3 in the longitudinal direction is taken into consideration, the height forming leg 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 the center. 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。
Further, 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 legs 2.
Further, 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 members 4 should be capable of fixing the mounting members 3 and 3 at both ends. For example, the rod member 4 in contact with the mounting member 3 and the height forming leg 2 located at the position farthest 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 made lighter, 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 bar member 4 includes C-shaped steel or H-shaped steel. When the rod member 4 is a substantially columnar deformed reinforcing bar, it can be used without considering the angle of contact with 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-shaped steel or H-shaped 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 Rod member P1 Existing pipe P2 Rehabilitation pipe


Claims (9)

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た管更生用スペーサ。
A height-forming leg portion formed by a rod member provided at intervals in the circumferential direction centered on the axis of the existing pipe and along the longitudinal direction in the extending direction of the existing pipe.
A tube rehabilitation spacer comprising a mounting member for a rehabilitation tube fixed between the plurality of height-forming legs.
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 spacer for tube rehabilitation according to claim 1, wherein the plurality of height-forming legs are arranged in an odd number of three or more at intervals in the circumferential direction. 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 spacer for pipe rehabilitation according to claim 1 or 2, wherein the rod members constituting the plurality of height-forming legs are formed of deformed reinforcing bars. 前記複数の高さ形成脚部はそれぞれ、複数の前記棒部材の周面同士を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。 The spacer for pipe rehabilitation according to any one of claims 1 to 3, wherein the plurality of height-forming legs are provided with heights by overlapping the peripheral surfaces of the plurality of rod members. 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 spacer for pipe rehabilitation according to claim 4, wherein a plurality of the plurality of rod members whose peripheral surfaces are overlapped with each other are linearly fixed at intervals in the extending direction of the existing pipe. 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る請求項1から5のいずれか一項に記載の管更生用スペーサ。 The spacer for pipe rehabilitation according to any one of claims 1 to 5, wherein a plurality of the above-mentioned placing members are arranged at intervals in the longitudinal direction of the height-forming legs. 前記載置部材は、変形可能な板材により形成されている請求項1から6のいずれか一項に記載の管更生用スペーサ。 The spacer for pipe rehabilitation according to any one of claims 1 to 6, wherein the above-mentioned placing member is made of a deformable plate material. 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7のいずれか一項に記載の管更生用スペーサ。 The spacer for pipe rehabilitation according to any one of claims 1 to 7, wherein the height-forming leg and the above-mentioned placing member are made of a steel material. 請求項1から8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 pipe rehabilitation spacer according to any one of claims 1 to 8 in an existing pipe at a predetermined pitch, and
An existing pipe having a rehabilitation pipe installation step of installing a rehabilitation pipe on a 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. Rehabilitation method.
JP2019181821A 2019-10-02 2019-10-02 Spacer for pipe rehabilitation Active JP6679800B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019181821A JP6679800B1 (en) 2019-10-02 2019-10-02 Spacer for pipe rehabilitation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019181821A JP6679800B1 (en) 2019-10-02 2019-10-02 Spacer for pipe rehabilitation

Publications (2)

Publication Number Publication Date
JP6679800B1 JP6679800B1 (en) 2020-04-15
JP2021055807A true JP2021055807A (en) 2021-04-08

Family

ID=70166456

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019181821A Active JP6679800B1 (en) 2019-10-02 2019-10-02 Spacer for pipe rehabilitation

Country Status (1)

Country Link
JP (1) JP6679800B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5362313A (en) * 1976-11-16 1978-06-03 Mitsubishi Jushi Eng Method of laying inner pipe in sheath pipe
JP2003314197A (en) * 2002-04-26 2003-11-06 Iida Kensetsu Kk Conduit repairing method and conduit interior repairing structure
JP2005207074A (en) * 2004-01-21 2005-08-04 Kurimoto Kasei Kogyo Kk Pipe fixing structure and pipe 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
JP2019027594A (en) * 2017-07-31 2019-02-21 株式会社湘南合成樹脂製作所 Pipe regeneration method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5362313A (en) * 1976-11-16 1978-06-03 Mitsubishi Jushi Eng Method of laying inner pipe in sheath pipe
JP2003314197A (en) * 2002-04-26 2003-11-06 Iida Kensetsu Kk Conduit repairing method and conduit interior repairing structure
JP2005207074A (en) * 2004-01-21 2005-08-04 Kurimoto Kasei Kogyo Kk Pipe fixing structure and pipe 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
JP2019027594A (en) * 2017-07-31 2019-02-21 株式会社湘南合成樹脂製作所 Pipe regeneration method

Also Published As

Publication number Publication date
JP6679800B1 (en) 2020-04-15

Similar Documents

Publication Publication Date Title
US8448404B2 (en) Bond beam rebar positioner
JP6679800B1 (en) Spacer for pipe rehabilitation
US9420885B2 (en) Pipe racks
JP6397751B2 (en) Construction method of rebar reinforcement assembly, rebar reinforcement, and cast-in-place pile
JP2007039898A (en) Arch member for tunnel
JP6151337B2 (en) Construction method for block pile foundation and block pile foundation
KR102045117B1 (en) Breakwater structure and construction method thereof
JP2017210774A (en) Wall body, construction method thereof, and concrete mold-cum-wall member
JP6233752B2 (en) Pile head structure
JP6858386B1 (en) Deformation prevention device for rehabilitation pipes and rehabilitation methods for existing pipes
US10480687B2 (en) Pipe racks
JP2010229733A (en) Floor slab for bridge, made of steel pipe, floor slab structure for the bridge, and steel pipe
KR20150000446U (en) Grout injection apparatus for fixing file of fixed platform
JP2013002054A (en) Structure and method for joining steel pipes in concrete-filled steel-pipe column
KR200416906Y1 (en) Reinforcing Structure for Head of Steel Tube Pile
JP6018963B2 (en) Method for constructing gradient correction pipeline and support used therefor
KR200459483Y1 (en) Construction structure using steel pipe and h-sheet pile
JP2022041253A (en) Rehabilitation pipe height adjustment device and rehabilitation method for existing pipe
JP7305405B2 (en) Existing pipe rehabilitation method
JP7291562B2 (en) Rehabilitation method and structure for existing tubular body
JP2020059983A (en) Base floor structure and construction method of base floor
KR101037578B1 (en) Wale having span shortening supplement and earth retaining construction method thereof
JP7233295B2 (en) Pile head connection structure and foundation structure
JP7251974B2 (en) Installation method and installation structure of driftwood trapping
JP2018109433A (en) Pipe regeneration method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20191031

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20191031

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20191125

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20191203

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200131

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200317

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200318

R150 Certificate of patent or registration of utility model

Ref document number: 6679800

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250