JP2013094751A - Method of forming resin lining on inner surface of existing pipe and jig for resin lining - Google Patents

Method of forming resin lining on inner surface of existing pipe and jig for resin lining Download PDF

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JP2013094751A
JP2013094751A JP2011241517A JP2011241517A JP2013094751A JP 2013094751 A JP2013094751 A JP 2013094751A JP 2011241517 A JP2011241517 A JP 2011241517A JP 2011241517 A JP2011241517 A JP 2011241517A JP 2013094751 A JP2013094751 A JP 2013094751A
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pig
pipe
resin
resin lining
end side
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JP5744704B2 (en
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Masaaki Itagaki
正明 板垣
Takashi Shigefuji
隆 重藤
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Tokyo Gas Co Ltd
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Tokyo Gas Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a method of forming a resin lining to the inner surface of an existing pipe using a pig, capable of depositing a film having a uniform thickness in the circumferential direction of the resin lining film in spite of a simple method.SOLUTION: The method is for forming the resin lining film corresponding to a gap between an outer periphery of a pig and the inner surface of the pipe by using the pig having the diameter which is smaller than the internal diameter of the pipe, filling with the resin disposed forwardly of traveling direction of the pig inserted in the pipe to form the resin reservoir and move the pig by pressing the resin reservoir. The specific gravity of the pig is 0.3 to 0.7.

Description

本発明は、既設管内面の樹脂ライニング工法及び樹脂ライニング治具に関するものである。   The present invention relates to a resin lining method for an inner surface of an existing pipe and a resin lining jig.

老朽化した既設管に対して、内面に樹脂ライニング膜を形成することで気密性回復などの改修を行う工法は古くから知られており、現場状況などに応じた多くの工法が提案されている。   For old pipes that have deteriorated, a method of repairing airtightness by forming a resin lining film on the inner surface has been known for a long time, and many methods have been proposed according to the site conditions. .

下記特許文献1に記載された従来技術は、管の内径に対して若干小径の直径を有する球状のピグを用いる工法である。これによると、管内に挿入したピグの進行方向前方に樹脂を充填して樹脂溜まりを形成し、その樹脂溜まりを押すように管内に沿ってピグを移動させることで、ピグの外周と管内面との間に樹脂ライニング膜を形成する。   The prior art described in Patent Document 1 below is a method using a spherical pig having a slightly smaller diameter than the inner diameter of the tube. According to this, a resin reservoir is formed by filling the front of the pig inserted in the pipe in the direction of travel, and the pig is moved along the pipe so as to push the resin reservoir. A resin lining film is formed between the two.

特開平8−24758号公報JP-A-8-24758

このようなピグを用いた樹脂ライニング工法では、ピグの中心と管の中心を一致させた状態でピグを移動させることが難しい。この際、ピグの中心が管の中心に対して上方にずれると樹脂ライニング膜の膜厚は上方が薄くなり下方が厚くなる。また逆に、ピグの中心が管の中心に対して下方にずれると樹脂ライニング膜の膜厚は上方が厚くなり下方が薄くなる。   In the resin lining method using such a pig, it is difficult to move the pig in a state where the center of the pig is aligned with the center of the pipe. At this time, if the center of the pig is shifted upward with respect to the center of the tube, the film thickness of the resin lining film becomes thinner at the top and thicker at the bottom. Conversely, when the center of the pig is shifted downward with respect to the center of the tube, the thickness of the resin lining film becomes thicker on the upper side and thinner on the lower side.

このように、樹脂ライニング膜の膜厚が周方向で不均一になると、薄くなった箇所の膜厚が設定膜厚に達しないことがあり、十分な管の改修ができない問題が生じる。従来は、これを避けるためにピグの外径と管の内径との差を大きくして全体的な膜厚を大きくすることで、最も薄い箇所の膜厚であっても設定膜厚以上になるような施工がなされていた。しかしながら、このような施工では、必要以上に樹脂ライニング膜の膜厚を厚くすることで管内有効径を狭めることになり、また、樹脂を多量に使うことになるので施工コストが高くなる問題があった。   Thus, when the film thickness of the resin lining film becomes non-uniform in the circumferential direction, the film thickness of the thinned portion may not reach the set film thickness, which causes a problem that the pipe cannot be sufficiently repaired. Conventionally, in order to avoid this, by increasing the difference between the outer diameter of the pig and the inner diameter of the pipe to increase the overall film thickness, even the thinnest film thickness is greater than the set film thickness. Such construction was done. However, in such construction, there is a problem that the effective diameter in the pipe is narrowed by increasing the thickness of the resin lining film more than necessary, and the construction cost is increased because a large amount of resin is used. It was.

一方、施工対象の既設管の敷設状態は様々であり、比較的短管状態で両端が開放されているような状態では、できるだけ簡易な工法で且つ施工コストを低く抑えることができる工法が求められる。例えば、ガス配管を例に説明すると、道路下の本支管から分岐した供給管は、道路と私有地(宅地)の境界壁や道路沿いの鉄筋構造物の壁を貫通して私有地や建物内に配管される場合がある。このような既設管の敷設状態において、ガス事業者が本支管と供給管の入れ取り替え工事を行う場合に、壁を貫通した管の入れ取り替え工事が困難な場合には、壁を貫通している状態で部分的に配管を残すことが行われており、残された壁貫通管は約2m程度の直線状の短管である。このような壁貫通管に樹脂ライニング膜を形成するには、壁の外側から行う施工が必要であり、しかも、簡易且つ低コストの施工が求められている。   On the other hand, there are various laying states of existing pipes to be constructed, and in a state where both ends are open in a relatively short pipe state, a construction method capable of keeping construction costs as low as possible with a simple construction method is required. . For example, taking gas piping as an example, the supply pipe branched from the main branch below the road passes through the boundary wall between the road and private land (residential land) and the wall of the reinforced structure along the road, and pipes into the private land and building. May be. In such a state where existing pipes are laid, when the gas company performs replacement work between the main pipe and the supply pipe, if it is difficult to replace the pipe that penetrates the wall, it passes through the wall. The pipe is partially left in the state, and the remaining wall penetration pipe is a straight short pipe of about 2 m. In order to form a resin lining film on such a wall through pipe, it is necessary to perform construction from the outside of the wall, and simple and low cost construction is required.

本発明は、このような問題に対処することを課題の一例とするものである。すなわち、ピグを用いた既設管内面の樹脂ライニング工法において、簡易な施工でありながら樹脂ライニング膜の周方向の膜厚を均一に施工することができること、樹脂ライニング膜の周方向の膜厚を均一にすることで、膜厚を必要以上に厚くすることを避け、樹脂の使用量を最小限にして低コストの施工を行うことができること、壁貫通管の施工に適した樹脂ライニング工法を提供することができること、等が本発明の目的である。   This invention makes it an example of a subject to cope with such a problem. That is, in the resin lining method of the existing pipe inner surface using a pig, the circumferential film thickness of the resin lining film can be uniformly applied while being simple construction, and the circumferential film thickness of the resin lining film is uniform. Therefore, it is possible to avoid the need to increase the film thickness more than necessary, to minimize the amount of resin used and to perform low-cost construction, and to provide a resin lining method suitable for the construction of wall through pipes. It is an object of the present invention to be able to do so.

このような目的を達成するために、本発明による既設管内面の樹脂ライニング工法は、以下の構成を少なくとも具備する。
管の内径に対して小径の直径を有するピグを用い、管内に挿入した前記ピグの進行方向前方に樹脂を充填して樹脂溜まりを形成し、その樹脂溜まりを押すように管内に沿って前記ピグを移動させることで、前記ピグの外周と管内面との間隙に応じた樹脂ライニング膜を管内面に形成する工法であって、前記ピグの比重を0.3〜0.7にしたことを特徴とする既設管内面の樹脂ライニング工法。
In order to achieve such an object, the resin lining method for the existing pipe inner surface according to the present invention has at least the following configuration.
A pig having a diameter smaller than the inner diameter of the pipe is used, and a resin reservoir is formed by filling resin in the forward direction of the pig inserted in the pipe, and the pig is pushed along the pipe so as to push the resin reservoir. Is a method of forming a resin lining film on the inner surface of the pipe according to the gap between the outer periphery of the pig and the inner surface of the pipe, wherein the specific gravity of the pig is 0.3 to 0.7. The resin lining method for the inner surface of existing pipes.

ピグの比重を適正に設定することで、樹脂溜まりを押して移動しながら管内面に樹脂ライニング膜を形成する際に、ピグの位置を管の中心に保持することができる。樹脂ライニングに用いられる樹脂の比重は1.1〜1.2程度の範囲にあり、ピグの比重を0.3〜0.7にすることで、樹脂溜まりの中でピグが浮き上がったり沈み込んだりすることなく移動することができる。これによって、周方向に均一な樹脂ライニング膜を管内面に形成することができる。   By appropriately setting the specific gravity of the pig, the position of the pig can be held at the center of the pipe when the resin lining film is formed on the inner surface of the pipe while pushing and moving the resin reservoir. The specific gravity of the resin used for the resin lining is in the range of about 1.1 to 1.2. By making the specific gravity of the pig 0.3 to 0.7, the pig floats or sinks in the resin pool. You can move without having to. Thereby, a resin lining film uniform in the circumferential direction can be formed on the inner surface of the pipe.

周方向に均一な樹脂ライニング膜を形成できることで、気密性確保に必要な最小限の樹脂量での施工が可能になり、低コストの施工が可能になる。   Since a uniform resin lining film can be formed in the circumferential direction, it is possible to perform construction with a minimum amount of resin necessary for ensuring airtightness, thereby enabling low-cost construction.

本発明の実施形態に係る樹脂ライニング工法を適用できる配管状態の一例を示した説明図である。It is explanatory drawing which showed an example of the piping state which can apply the resin lining construction method which concerns on embodiment of this invention. 本発明の一実施形態に係る樹脂ライニング工法の各工程を示した説明図である。It is explanatory drawing which showed each process of the resin lining construction method which concerns on one Embodiment of this invention. ピグの比重を変えた場合に樹脂ライニング膜の膜厚が管断面の上方位置(12時の位置)と下方位置(6時の位置)でどのような厚さになるかを実験調査したグラフである。This is a graph showing the experimental investigation of the thickness of the resin lining film at the upper position (12 o'clock position) and the lower position (6 o'clock position) of the pipe cross section when the specific gravity of the pig is changed. is there. ピグの比重を変えた場合に樹脂ライニング膜の膜厚が管断面の上方位置(12時の位置)と下方位置(6時の位置)でどのような厚さになるかを実験調査したグラフである。This is a graph showing the experimental investigation of the thickness of the resin lining film at the upper position (12 o'clock position) and the lower position (6 o'clock position) of the pipe cross section when the specific gravity of the pig is changed. is there. ピグの比重毎に12時の位置の膜厚と6時の位置の膜厚の平均値を求め、その差を縦軸にし、横軸をピグの比重にした相関グラフである。It is the correlation graph which calculated | required the average value of the film thickness of a 12:00 position, and the film thickness of a 6 o'clock position for every specific gravity of a pig, made the difference the vertical axis | shaft, and made the horizontal axis the specific gravity of a pig.

以下、図面を参照しながら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樹脂ライニング工法を適用できる配管状態の一例を示した説明図である。ここでは、ガス導管を例にして説明するが、本発明は特にこれに限定されるものでない。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is an explanatory view showing an example of a piping state to which the resin lining method according to the embodiment of the present invention can be applied. Here, the gas conduit will be described as an example, but the present invention is not particularly limited thereto.

図1(a)に示すように、ガス導管における本支管P1の多くは、道路下に敷設されている。この本支管P1から分岐した供給管P2を鉄筋建物Mの内部に引き込み、内部のガス機器m1に接続するには、建物基礎の壁(鉄筋壁)を貫通させて供給管P2を引き込み、ガスメータ(図示省略)やガス栓m2を介してガス機器m1に接続する。このような配管状態では、道路下に埋設された本支管P1と鉄筋建物Mの壁の外側までの供給管P2がガス事業者の資産で有り、鉄筋建物M内(敷地内)の配管が需要家の資産になる。   As shown in FIG. 1A, most of the branch pipe P1 in the gas conduit is laid under the road. In order to draw the supply pipe P2 branched from the main branch pipe P1 into the inside of the reinforcing bar building M and connect it to the internal gas equipment m1, the supply pipe P2 is drawn through the building base wall (reinforcing bar wall), and the gas meter ( (Not shown) and connected to the gas device m1 through the gas plug m2. In such a piping state, the main branch pipe P1 buried under the road and the supply pipe P2 to the outside of the wall of the reinforcing bar building M are assets of the gas company, and the piping in the reinforcing bar building M (in the premises) is in demand. Become a home asset.

そして、ガス事業者が本支管P1と供給管P2の入れ取り替え工事を行う場合には、前述したように、図1(b)に示すように壁Maを貫通している状態で部分的に配管を残すことが行われている。残された壁貫通管Pの保守管理はガス事業者が行うことになり、この壁貫通管Pに樹脂ライニングを施す場合には、壁Maの外側から作業を行うことが必要になる。   When the gas company performs the replacement work of the main pipe P1 and the supply pipe P2, as described above, as shown in FIG. Has been done to leave. Maintenance of the remaining wall through pipe P is performed by a gas company. When resin lining is applied to the wall through pipe P, it is necessary to perform work from the outside of the wall Ma.

図2は、本発明の一実施形態に係る樹脂ライニング工法の各工程を示した説明図である。本発明の実施形態は、管の内径に対して小径の直径を有するピグを用い、管内に挿入したピグの進行方向前方に樹脂を充填して樹脂溜まりを形成し、その樹脂溜まりを押すように管内に沿ってピグを移動させることで、ピグの外周と管内面との間隙に応じた樹脂ライニング膜を管内面に形成する工法が前提になる。この際のピグの移動は、重量方向に大きな規制がない移動であれば、どのような手段による移動であってもよい。以下の説明では、前述した壁貫通管Pを対象にした工法の例を説明するが、特にこれに限定されるものではない。   Drawing 2 is an explanatory view showing each process of a resin lining construction method concerning one embodiment of the present invention. In the embodiment of the present invention, a pig having a diameter smaller than the inner diameter of the pipe is used, and a resin reservoir is formed by filling the resin forward in the traveling direction of the pig inserted into the pipe, and the resin reservoir is pushed. The premise is a method of forming a resin lining film on the inner surface of the pipe according to the gap between the outer periphery of the pig and the inner surface of the pipe by moving the pig along the pipe. The movement of the pig at this time may be movement by any means as long as the movement is not largely restricted in the weight direction. In the following description, an example of a construction method for the above-described wall penetration pipe P will be described, but the present invention is not particularly limited thereto.

壁貫通管Pは両端が開放した直線状の管であり、これに対して管端の片側から作業を行って管内面に樹脂ライニング膜を形成する。このために、牽引紐1a付きのピグ1と手押し棒2a付きのピグ2を樹脂ライニング治具として用いる。ピグ1には牽引紐1aの先端がその中心に連結されており、ピグ2には手押し棒2aの先端がその中心に連結されている。ピグ1とピグ2は共に、壁貫通管Pの内径に対して小径の直径を有する球形状であり、ピグ1の直径に対してピグ2の直径を同径か若しくは若干大きくしている。   The wall through pipe P is a straight pipe having both ends open, and a resin lining film is formed on the inner surface of the pipe by working from one side of the pipe end. For this purpose, the pig 1 with the traction string 1a and the pig 2 with the hand bar 2a are used as a resin lining jig. The tip of the pulling string 1a is connected to the center of the pig 1 and the tip of the hand bar 2a is connected to the center of the pig 2. Both the pig 1 and the pig 2 have a spherical shape having a diameter smaller than the inner diameter of the wall penetration pipe P, and the diameter of the pig 2 is the same or slightly larger than the diameter of the pig 1.

図2(a)に示した工程では、壁貫通管Pの一端側から他端側に向けて牽引紐1a付きのピグ1を挿入している。この際、壁貫通管Pの一端に導入継手3を装着し、ピグ1を壁貫通管Pの一端から管内に挿入する。その後手押し棒2a付きピグ2を壁貫通管Pの一端から管内に挿入して、手押し棒2aを壁貫通管Pの他端側に向けて押し込むことでピグ1を押して壁貫通管Pの他端側まで移動させる。導入継手3には樹脂注入口3aが設けられている。   In the process shown in FIG. 2A, the pig 1 with the traction string 1a is inserted from one end side of the wall through pipe P toward the other end side. At this time, the introduction joint 3 is attached to one end of the wall through pipe P, and the pig 1 is inserted into the pipe from one end of the wall through pipe P. Thereafter, the pig 2 with the hand bar 2a is inserted into the pipe from one end of the wall through pipe P, and the hand bar 2a is pushed toward the other end of the wall through pipe P to push the pig 1 to the other end of the wall through pipe P. Move to the side. The introduction joint 3 is provided with a resin injection port 3a.

図2(b)に示した工程では、手押し棒2a付きのピグ2を一端側に一旦引き抜き、図2(c)に示すように、樹脂注入口3aを通して壁貫通管Pの一端側から管内に樹脂4を充填する。その後、図2(d)に示すように、手押し棒2a付きのピグ2を壁貫通管Pの一端側から他端側に向けて移動することで、樹脂溜まり4aをピグ1の手前まで送り込む。この際、ピグ2の移動によって管内面には一次ライニング膜が形成される。   In the step shown in FIG. 2 (b), the pig 2 with the push bar 2a is once pulled out to one end side, and as shown in FIG. 2 (c), it passes from the one end side of the wall through pipe P into the pipe through the resin injection port 3a. Resin 4 is filled. Thereafter, as shown in FIG. 2 (d), the resin reservoir 4 a is sent to the front of the pig 1 by moving the pig 2 with the push bar 2 a from the one end side of the wall through pipe P toward the other end side. At this time, a primary lining film is formed on the inner surface of the pipe by the movement of the pig 2.

図2(e)に示した工程では、手押し棒2a付きのピグ2を壁貫通管Pの一端側に引き抜いた後、牽引紐1aを壁貫通管Pの一端側から引くことで、ピグ1を壁貫通管Pの他端側から一端側に向けて移動させる。これによって、先に形成された一次ライニング膜の上に二次ライニング膜が形成され、併せて設定厚さの樹脂ライニング膜5が形成されることになる。   In the step shown in FIG. 2 (e), the pig 2 with the push bar 2a is pulled out to one end side of the wall through pipe P, and then the tow string 1a is pulled from one end side of the wall through pipe P, thereby The wall penetrating pipe P is moved from the other end side toward the one end side. As a result, a secondary lining film is formed on the previously formed primary lining film, and a resin lining film 5 having a set thickness is also formed.

このような工程を有する樹脂ライニング工法において、ピグ1の比重を適正に設定することで、樹脂ライニング膜5の膜厚を周方向に均一化することができる。図2(e)に示したように牽引紐1aでピグ1を牽引するような場合には、ピグ1は樹脂溜まり4aの中で重力方向の規制無く移動するので、ピグ1の重さによって重力方向の挙動が変化する。ピグ1が軽すぎる場合には、移動中に生じる浮力でピグ1が上昇し易くなり、管断面の上方位置(時計針の12時の位置)で樹脂ライニング膜5の膜厚は薄くなり、それに応じて管断面の下方位置(時計針の6時の位置)で樹脂ライニング膜5の膜厚は厚くなる。これに対して、ピグ1が重すぎる場合には、重力でピグ1が移動中に沈み込み易くなり、管断面の下方位置(時計針の6時の位置)で樹脂ライニング膜5の膜厚は薄くなり、それに応じて管断面の上方位置(時計針の12時の位置)で樹脂ライニング膜5の膜厚は厚くなる。   In the resin lining method having such a process, the film thickness of the resin lining film 5 can be made uniform in the circumferential direction by appropriately setting the specific gravity of the pig 1. As shown in FIG. 2 (e), when the pig 1 is pulled by the tow string 1a, the pig 1 moves in the resin reservoir 4a without restriction in the direction of gravity. Directional behavior changes. If the pig 1 is too light, the pig 1 is likely to rise due to buoyancy generated during movement, and the film thickness of the resin lining film 5 becomes thin at the upper position of the pipe cross section (position at 12 o'clock). Accordingly, the resin lining film 5 becomes thicker at the lower position of the pipe cross section (the position of the clock hand at 6 o'clock). On the other hand, when the pig 1 is too heavy, the pig 1 is likely to sink while moving due to gravity, and the film thickness of the resin lining film 5 at the lower position of the pipe cross section (6 o'clock position of the clock hand) is Accordingly, the thickness of the resin lining film 5 is increased at the upper position of the tube cross section (the position of the clock hand at 12 o'clock).

本発明の実施形態は、前述したような樹脂溜まり4a内でのピグ1の挙動に着目して、ピグ1の比重を適正に設定することで樹脂ライニング膜5の膜厚を周方向で均一化するものである。樹脂ライニングに用いられるエポキシ樹脂などの樹脂は、どのような樹脂であってもその比重が1.1〜1.2の範囲で大きな違いがない。したがって、ピグ1の比重を実験的に得られる適正な値に設定することで、一般に行われる樹脂ライニング工法において、樹脂ライニング膜の均一性を高める効果を得ることができる。   In the embodiment of the present invention, paying attention to the behavior of the pig 1 in the resin reservoir 4a as described above, the thickness of the resin lining film 5 is made uniform in the circumferential direction by setting the specific gravity of the pig 1 appropriately. To do. The resin such as an epoxy resin used for the resin lining is not greatly different in the specific gravity range of 1.1 to 1.2 regardless of the resin. Therefore, by setting the specific gravity of the pig 1 to an appropriate value obtained experimentally, it is possible to obtain an effect of improving the uniformity of the resin lining film in a generally performed resin lining method.

図3及び図4は、ピグの比重を変えた場合に樹脂ライニング膜の膜厚が管断面の上方位置(12時の位置)と下方位置(6時の位置)でどのような厚さになるかを実験調査したグラフである。ここでは図2に示した工法を採用し、口径80Aの管を対象にしている。使用した樹脂は比重1.15のエポキシ樹脂である。比重が0.2,0.41,0.55,0.64,1.04と異なるピグ1を用いて、図2(a)〜(e)の工程で樹脂ライニング膜5を形成し、管端からの距離が10cm,30cm,50cmの位置において、樹脂ライニング膜5の膜厚(mm)を上方位置(12時の位置)と下方位置(6時の位置)でそれぞれ計測した。グラフにおける各点の値は複数回の計測値の平均値である。   3 and 4 show that when the specific gravity of the pig is changed, what is the thickness of the resin lining film at the upper position (12 o'clock position) and the lower position (6 o'clock position) of the pipe cross section. It is the graph which carried out experiment investigation. Here, the construction method shown in FIG. 2 is adopted, and a pipe having a diameter of 80A is targeted. The resin used is an epoxy resin with a specific gravity of 1.15. A resin lining film 5 is formed in the steps of FIGS. 2 (a) to 2 (e) using a pig 1 having a specific gravity different from 0.2, 0.41, 0.55, 0.64, and 1.04. The film thickness (mm) of the resin lining film 5 was measured at the upper position (12 o'clock position) and the lower position (6 o'clock position) at positions 10 cm, 30 cm, and 50 cm from the edge. The value of each point in the graph is an average value of a plurality of measured values.

図5は、図3〜図4の計測結果に基づいて、ピグ1の比重毎に12時の位置の膜厚と6時の位置の膜厚の平均値を求め、その差を縦軸にし、横軸をピグ1の比重にした相関グラフである。このグラフから明らかなように、ピグ1の比重を適正に設定することで、12時の位置と6時の位置の膜厚差を最小にすることができる。そして、ピグ1の比重を0.4〜0.6の間にすることで、12時の位置と6時の位置の膜厚差を極力小さくすることができる。また、ピグ1の比重を0.3〜0.7にすることで実用上支障が無い許容範囲に膜厚差を抑えることができる。   FIG. 5 shows the average value of the film thickness at 12 o'clock and the film thickness at 6 o'clock for each specific gravity of Pig 1 based on the measurement results of FIGS. It is the correlation graph which made the horizontal axis the specific gravity of Pig1. As is apparent from this graph, the film thickness difference between the 12 o'clock position and the 6 o'clock position can be minimized by appropriately setting the specific gravity of the pig 1. And by making the specific gravity of the pig 1 between 0.4 and 0.6, the film thickness difference between the 12 o'clock position and the 6 o'clock position can be minimized. Further, by making the specific gravity of Pig 1 0.3 to 0.7, it is possible to suppress the difference in film thickness within an allowable range in which there is no practical problem.

ピグ1の比重調整は各種の方法で行うことができる。例えば、比較的比重が軽い単泡スポンジ等でピグを成形し、その成形時にピグの中心部に比重調整用の錘を内蔵させる方法や、比較的比重の重い高分子材料や金属材料でピグを形成し、その内部に形成する空洞の大きさで比重を調整する方法などがある。ピグ1の材質は比重を設定する上では重要な要因になるが、特定の材質に限定されるものではない。   The specific gravity of the pig 1 can be adjusted by various methods. For example, a pig is molded with a single foam sponge or the like having a relatively low specific gravity, and a weight for adjusting the specific gravity is built in the center of the pig at the time of molding, or a pig is made with a polymer material or metal material with a relatively high specific gravity. There is a method in which the specific gravity is adjusted by the size of the cavities formed and the cavities formed therein. The material of the pig 1 is an important factor in setting the specific gravity, but is not limited to a specific material.

ピグ1の比重を0.3〜0.7の範囲に設定し、図2に示した工程で壁貫通管Pに樹脂ライニング膜5を形成することで、壁貫通管Pの片側から行う簡易な施工でありながら、周方向にほぼ均一な厚さを有する樹脂ライニング膜5を形成することができる。そして、樹脂ライニング膜5の周方向の膜厚を均一にすることで、膜厚を必要以上に厚くすることを避け、樹脂の使用量を最小限にして低コストの施工を行うことができる。これによって、特に、壁貫通管Pの施工に適した樹脂ライニング工法を提供することができる。   The specific gravity of the pig 1 is set in the range of 0.3 to 0.7, and the resin lining film 5 is formed on the wall through pipe P in the process shown in FIG. While being applied, the resin lining film 5 having a substantially uniform thickness in the circumferential direction can be formed. Further, by making the film thickness in the circumferential direction of the resin lining film 5 uniform, it is possible to avoid making the film thickness unnecessarily thick and to perform the low-cost construction by minimizing the amount of resin used. Thereby, it is possible to provide a resin lining method particularly suitable for the construction of the wall through pipe P.

1:ピグ,1a:牽引紐,
2:ピグ,2a:手押し棒,
3:導入継手,3a:樹脂注入口,
4:樹脂,4a:樹脂溜まり,
5:樹脂ライニング膜,
P:壁貫通管,P1:本支管,P2:供給管,
M:鉄筋建物,Ma:壁
1: Pig, 1a: Tow string,
2: Pig, 2a: Hand bar
3: Introduction joint, 3a: Resin injection port,
4: Resin, 4a: Resin pool,
5: Resin lining film,
P: Wall through pipe, P1: Main branch pipe, P2: Supply pipe,
M: Reinforcement building, Ma: Wall

Claims (4)

管の内径に対して小径の直径を有するピグを用い、管内に挿入した前記ピグの進行方向前方に樹脂を充填して樹脂溜まりを形成し、その樹脂溜まりを押すように管内に沿って前記ピグを移動させることで、前記ピグの外周と管内面との間隙に応じた樹脂ライニング膜を管内面に形成する工法であって、
前記ピグの比重を0.3〜0.7にしたことを特徴とする既設管内面の樹脂ライニング工法。
A pig having a diameter smaller than the inner diameter of the pipe is used, and a resin reservoir is formed by filling resin in the forward direction of the pig inserted in the pipe, and the pig is pushed along the pipe so as to push the resin reservoir. Is a method of forming a resin lining film on the inner surface of the pipe according to the gap between the outer periphery of the pig and the inner surface of the pipe,
A resin lining method for the inner surface of an existing pipe, wherein the specific gravity of the pig is 0.3 to 0.7.
前記ピグの比重を0.4〜0.6にしたことを特徴とする請求項1記載に記載された既設管内面の樹脂ライニング工法。   2. The resin lining method for the inner surface of an existing pipe according to claim 1, wherein the specific gravity of the pig is 0.4 to 0.6. 前記管の一端側から他端側に向けて牽引紐付きの前記ピグを挿入する工程と、
前記管の一端側から管内に樹脂を充填して、手押し棒付きピグを前記管の一端側から他端側に向けて移動することで、樹脂溜まりを前記ピグの手前まで送り込む工程と、
前記手押し棒付きピグを前記管の一端側に引き抜いた後、牽引紐を前記管の一端側から引くことで、前記ピグを前記管の他端側から一端側に向けて移動させる工程とを有することを特徴とする請求項1又は2記載の既設管内面の樹脂ライニング工法。
Inserting the pig with a traction string from one end side of the tube toward the other end side;
Filling the tube with resin from one end side of the tube, and moving the pig with a push rod from the one end side to the other end side of the tube, and sending the resin reservoir to the front of the pig; and
After pulling out the pig with the push bar to one end side of the tube, the step of moving the pig from the other end side of the tube toward the one end side by pulling a tow string from the one end side of the tube. 3. A resin lining method for the inner surface of an existing pipe according to claim 1 or 2.
請求項3に記載された樹脂ライニング工法に用いる治具であって、前記手押し棒付きピグと前記ピグとからなる樹脂ライニング治具。   It is a jig | tool used for the resin lining construction method described in Claim 3, Comprising: The resin lining jig | tool which consists of the said pig with a hand bar and the said pig.
JP2011241517A 2011-11-02 2011-11-02 Resin lining method and resin lining jig for existing pipe inner surface Expired - Fee Related JP5744704B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61230773A (en) * 1985-04-04 1986-10-15 Dowa Koei Kk Method for lining pipeline
JPH01127076A (en) * 1987-11-13 1989-05-19 Tokyo Gas Co Ltd Apparatus for lining inner surface of pipe
JP2004298833A (en) * 2003-04-01 2004-10-28 Osaka Gas Co Ltd Lining method for tube inside
US20050287294A1 (en) * 2004-06-18 2005-12-29 Plastocor, Inc. System and method for coating tubes
JP2009285615A (en) * 2008-05-30 2009-12-10 Osaka Gas Co Ltd Apparatus for lining piping, and construction method of lining existing piping

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61230773A (en) * 1985-04-04 1986-10-15 Dowa Koei Kk Method for lining pipeline
JPH01127076A (en) * 1987-11-13 1989-05-19 Tokyo Gas Co Ltd Apparatus for lining inner surface of pipe
JP2004298833A (en) * 2003-04-01 2004-10-28 Osaka Gas Co Ltd Lining method for tube inside
US20050287294A1 (en) * 2004-06-18 2005-12-29 Plastocor, Inc. System and method for coating tubes
JP2009285615A (en) * 2008-05-30 2009-12-10 Osaka Gas Co Ltd Apparatus for lining piping, and construction method of lining existing piping

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