JP4151054B2 - Continuous repair method for large diameter pipes - Google Patents

Continuous repair method for large diameter pipes Download PDF

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JP4151054B2
JP4151054B2 JP2005251388A JP2005251388A JP4151054B2 JP 4151054 B2 JP4151054 B2 JP 4151054B2 JP 2005251388 A JP2005251388 A JP 2005251388A JP 2005251388 A JP2005251388 A JP 2005251388A JP 4151054 B2 JP4151054 B2 JP 4151054B2
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repair
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seal rings
pair
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JP2007064368A (en
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富夫 堀
晃市 陣内
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日栄動力工業株式会社
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Description

本発明は、可燃性ガスや油などの流動を案内してこれらを離れた場所へ移送するものとなされた大径管の連続補修方法に関する。   The present invention relates to a method for continuously repairing a large-diameter pipe that guides the flow of combustible gas or oil and transfers them to a remote location.

管路は部分的に消耗して減肉が生じたり孔が明いたりすることがある。このような場合は、減肉個所や孔の明いた個所に当て板を溶接して補強し若しくは孔を封鎖するような補修が行われる(例えば特許文献1参照)。
特開2003−80392号公報
Pipe lines can be partially consumed, leading to thinning and holes. In such a case, repair is performed such that the metal plate is welded to a thinned part or a holed part to reinforce or block the hole (for example, see Patent Document 1).
JP 2003-80392 A

可燃性ガスや油などの物質の流動を案内する管路において、当て板を溶接する個所の管壁の肉が過度に薄いとかその管壁に孔が明いているような場合には、当て板の溶接熱が管路内の物質又は管路内から漏れ出た物質に引火して、爆発の発生することがある。これに対処するため、当て板を溶接するときには、管路内の可燃性ガスや油などを排出した後、その管路の使用を停止する。   In pipes that guide the flow of substances such as flammable gas and oil, if the wall of the pipe where the contact plate is welded is too thin or has a hole in the tube wall, the contact plate There is a case where the welding heat ignites the substance in the pipe line or the substance leaked from the pipe line and causes an explosion. In order to cope with this, when welding the contact plate, after the combustible gas or oil in the pipeline is discharged, the use of the pipeline is stopped.

管路の初期の消耗では当て板を施すべき範囲は一般に狭いものであるため補修に要する管路の使用停止期間は短くて済むのであるが、管路の消耗が広い範囲で進行したときは、管路自体を部分的に新しいものに取換えることが必要となるのであり、このようになると管路が大径管であるような場合は特にその補修に要する管路の使用停止期間が長くなる。例えば、管路の補修個所の直径が2m〜3mで長さが10m程度になると、補修に要する管の使用停止期間は凡そ15日〜20日にも及ぶことがある。   In the initial wear of the pipeline, the area to be applied with the patch plate is generally narrow, so the period of stoppage of the pipeline required for repair can be shortened, but when the wear of the pipeline progresses in a wide range, It is necessary to replace the pipeline itself with a new one, and in this case, especially when the pipeline is a large-diameter pipe, the period of suspension of use of the pipeline required for the repair becomes longer. . For example, if the diameter of the pipe repairing part is 2 m to 3 m and the length is about 10 m, the period of suspension of use of the pipe required for repairing may be about 15 to 20 days.

一方、補修すべき管路が例えば発電用燃料として使用される可燃性ガスなどを送給するものである場合には、管路の長い使用停止は許されないのであり、出来るだけその使用停止期間を短くなすことが要求される。   On the other hand, if the pipeline to be repaired is, for example, one that supplies flammable gas used as power generation fuel, it is not permitted to stop using the pipeline for a long time. Shortening is required.

本発明は斯かる要求に鑑みてなされたものであって、即ち、特定巾寸法で大径となされたユニット管の多数が連接して形成された管路を補修するさいに必要とされる管路の使用停止期間を大幅に短縮させることを目的とするものである。   The present invention has been made in view of such a requirement, that is, a pipe required for repairing a pipe line formed by connecting a large number of unit pipes having a specific width and a large diameter. The purpose is to drastically shorten the road suspension period.

上記目的を達成するため、本発明に係る管の連続補修方法は、請求項1に記載したように、特定巾寸法で大径となされたユニット管の多数が連接して形成される管路を、複数のユニット管を跨いで連続補修するにさいし、補修を行わんとする一定距離隔てたユニット管の外周個所に対し、一対のシールリングを取り付けると共に、これら一対のシールリング間に於けるユニット管外周囲空間を、適当長さのステー部材と適当外径の支骨部材とを交互に連結しながら複数の補修セクションを形成し、当初両端部に於ける一対のシールリングをユニット管外周へ溶接固定させ、このあと順次、各補修セクション毎に半裁した円弧状の重ね板を上記ステー部材と支骨部材を介し、ユニット管外周へ一定間隙下に密閉被覆させるようになす。   In order to achieve the above object, a continuous pipe repairing method according to the present invention includes a pipe line formed by connecting a large number of unit pipes having a specific width and a large diameter as described in claim 1. When continuously repairing across multiple unit tubes, a pair of seal rings are attached to the outer periphery of the unit tube at a fixed distance to be repaired, and the units between these pair of seal rings A plurality of repair sections are formed in the outer space around the tube by alternately connecting stay members with appropriate lengths and support members with appropriate outer diameters, and a pair of seal rings at both ends at the beginning are attached to the outer periphery of the unit tube. An arc-shaped overlapping plate, which is fixed by welding and then cut in half for each repair section, is hermetically covered to the outer periphery of the unit pipe under a fixed gap via the stay member and the support member.

さらに具体的には次のようになすのであって、即ち、請求項2に記載したように、上記した一対のシールリングを当初の溶接時に限り管路内の流体流れを停止させて行ったあとは、他の補修セクションの補修作業時には管路内の流体流れを停止させないで実施するのである。   More specifically, after the flow of the fluid in the pipe is stopped only at the time of initial welding, the pair of seal rings is performed as described in claim 2. Is performed without stopping the fluid flow in the pipeline during repair work in other repair sections.

本発明によれば次のような効果が得られる。
即ち、請求項1記載のものによれば、可燃性ガスなどの流動される大径管の補修個所である一定長さ個所の直径及び長さが数メートル或いはそれ以上に及ぶ場合であっても、その補修においては、シールリングの取付け時に限り管路の使用を停止するだけで良く、あとは管路内の可燃性ガスなどの流れを阻止したりすることなく効率的な補修を可能にすることができるのであり、したがって補修すべき管径が大きいほど、またその長さ範囲が長くなればなるほど従来方法に較べて、短期間でしかも安全且つ安価な補修作業を遂行することができるものとなる。
According to the present invention, the following effects can be obtained.
That is, according to the first aspect, even when the diameter and length of the fixed length portion, which is a repaired portion of the large-diameter pipe through which the combustible gas or the like flows, reach several meters or more. In the repair, it is only necessary to stop the use of the pipe line only when the seal ring is installed, and the rest can be efficiently repaired without blocking the flow of flammable gas in the pipe line. Therefore, the larger the pipe diameter to be repaired and the longer the length range, the shorter and safer and cheaper repair work can be performed compared to the conventional method. Become.

実例で示すと、補修すべき管路の管径が凡そ2mで且つその長さが凡そ10m程度である場合において、従来作業では管路の使用停止期間としては凡そ15日〜20日ほど要していたものが、本発明によれば僅か1日程度で済むものとなるのであり、経済コスト効果が抜群となる。   As an example, when the pipe diameter of the pipe to be repaired is about 2 m and its length is about 10 m, the conventional work requires about 15 to 20 days as the pipe stoppage period. However, according to the present invention, only one day is required, and the economic cost effect is outstanding.

以下、本発明の実施の形態について詳細に説明する。
図1は本発明に係る大径管の連続補修方法を示す概略説明図、図2は前記補修方法で使用されるシールリングを示す斜視図、図3は前記補修方法の進行状態を示す概略説明図である。
Hereinafter, embodiments of the present invention will be described in detail.
FIG. 1 is a schematic explanatory view showing a continuous repair method for a large-diameter pipe according to the present invention, FIG. 2 is a perspective view showing a seal ring used in the repair method, and FIG. 3 is a schematic description showing a progress state of the repair method. FIG.

図1において、1は直径が凡そ2m程度或いはそれ以上になされた大径管からなる管路であり、元来一定巾寸法のものを多数連設溶接して形成されている。この管路1は任意な流体物質を案内するものであるが、ここでは、製鉄用高炉から排出される可燃性ガスを発電用燃料として発電所まで送給するものとなされている。図示例で2は管路1の途中に形成される曲がり部を示すもので、これは水封弁として機能する。
ここで、1aは直管を形成するユニット管、1bは上記曲がり部を形成する曲管ユニットである。
In FIG. 1, reference numeral 1 denotes a pipe made of a large-diameter pipe having a diameter of about 2 m or more, and is originally formed by continuously welding a plurality of pipes having a constant width. This pipe line 1 guides an arbitrary fluid substance, but here, the combustible gas discharged from the steelmaking blast furnace is supplied to the power plant as a power generation fuel. In the illustrated example, reference numeral 2 denotes a bent portion formed in the middle of the pipeline 1, which functions as a water seal valve.
Here, 1a is a unit pipe that forms a straight pipe, and 1b is a curved pipe unit that forms the bent portion.

製鉄用高炉から排出される可燃性ガスが上記管路内を流動すると、とりわけ曲がり部2の管路壁面は経時的に比較的早く消耗するのであり、この消耗が進行すると、曲がり部2のほぼ全体の管路壁面が減肉状態となって局所的に或いは連続的に孔が明いたりする状態となる。   When the combustible gas discharged from the steelmaking blast furnace flows in the pipe, the pipe wall surface of the bent portion 2 is consumed relatively quickly with time. The entire pipe wall surface is thinned and the holes are locally or continuously opened.

このような状態の減肉管路が複数のユニット管1bを跨いだ広い範囲で発生すると、本願発明では以下の手順でその補修作業を実施するのである。   When the thinned pipe line in such a state is generated in a wide range across the plurality of unit pipes 1b, the repair work is carried out according to the following procedure in the present invention.

実施例の図面では上記管路の肉厚測定で3mm以下のものが曲がり部2で多数発生していることが解り、この曲がり部2の全域範囲Hを全面補修する例である。
まず、全面補修範囲個所Hの始端と終端をなす特定位置p1、p2の管路外周面に対し、夫々れ一対のシールリング3a、3bを締結手段を介して装着する。
各シールリング3a、3bは図2に示すように2つの略半円環状部材4、4からなるもので全体として円環状となされており、略半円環状部材4のそれぞれは例えば巾100mmで厚さ6mm程度の帯板をユニット管1bの外周に一定の間隙を以って適合する寸法で屈曲したものとなされている。
In the drawing of the embodiment, it is understood that a large number of pipes having a thickness of 3 mm or less are generated in the bent portion 2 in the measurement of the wall thickness of the pipe line, and the entire range H of the bent portion 2 is repaired.
First, a pair of seal rings 3a and 3b are respectively attached to the outer peripheral surfaces of the pipes at specific positions p1 and p2 that form the start and end of the entire surface repair range portion H through fastening means.
As shown in FIG. 2, each of the seal rings 3a and 3b is composed of two substantially semi-annular members 4 and 4 and is formed into an annular shape as a whole. Each of the substantially semi-annular members 4 has a width of, for example, 100 mm and is thick. A band plate having a length of about 6 mm is bent with a dimension suitable for the outer periphery of the unit tube 1b with a certain gap.

上記各シールリング3a、3bを装着するさいは、例えば、2つの略半円環状部材4、4のそれぞれの端部にL型金具5、5を固着し、これら2つの略半円環状部材4、4をクレーン車などで所要位置に吊り込んで管路外周面に外嵌状に配置し、次に対向した2つのL型金具5、5にネジ棒部材6及びナットを係着することにより管路外周面に外嵌状に締結固定させる。このさい、2つの略半円環状部材4、4の突き合わせ部は管路1の水平直径位置に位置させるのが、後の溶接作業を容易化させる上で好ましい。   When the seal rings 3a and 3b are attached, for example, L-shaped metal fittings 5 and 5 are fixed to respective end portions of the two substantially semi-annular members 4 and 4, and the two substantially semi-annular members 4 are attached. 4 is hung to a required position by a crane truck or the like and arranged on the outer peripheral surface of the pipe line so as to be fitted outside, and then the screw rod member 6 and the nut are engaged with the two L-shaped metal fittings 5 and 5 facing each other. It is fastened and fixed to the outer peripheral surface of the pipe in an outer fitting shape. At this time, it is preferable that the butted portions of the two substantially semi-annular members 4 and 4 are positioned at the horizontal diameter position of the pipe line 1 in order to facilitate the subsequent welding operation.

次に管路2を不使用状態となすのであり、即ち管路2内の可燃性ガスを排除するには、例えば管路2内に窒素ガスを供給するのであり、これにより可燃性ガスは窒素ガスで置換される。而して、この状態の下で上記特定位置p1、p2の各シールリング3a、3bの全周囲を管路外周面に溶接するのであり、この溶接に欠陥がないことは適当な検査手段(浸透探傷試験など)で確認する。   Next, the pipe line 2 is brought into a non-use state, that is, in order to eliminate the combustible gas in the pipe line 2, for example, nitrogen gas is supplied into the pipe line 2. Replaced with gas. In this state, the entire circumference of the seal rings 3a and 3b at the specific positions p1 and p2 is welded to the pipe outer peripheral surface. Check by flaw detection test etc.).

本発明では上記のシールリング3a,3bの溶接固定が終了すると、管路2内に於ける可燃性ガスの流入を復帰させて、全体的な管路を元の使用状態に戻すのであり、あとは上記管路の復帰状態下で次の如き作業に入る。
一対のシールリング3a、3b間を複数の補修セクション(図示例では20箇所)に区分けし各セクションを、適当長さ寸法のステー部材7を使用して支骨部材8をユニット管1bの外周面に取付けるのである。ここで、ステー部材7及び支骨部材8はシールリング3a、3bの何れか片側からユニット管1bの外周面へ一定の間隙下に相互に溶接しながら取付けるのである。
In the present invention, when the welding and fixing of the seal rings 3a and 3b is completed, the inflow of the combustible gas in the pipe line 2 is restored, and the entire pipe line is returned to the original use state. Enters the following operation under the return condition of the pipe.
The pair of seal rings 3a and 3b are divided into a plurality of repair sections (20 in the illustrated example), and each section is divided into a support member 8 using a stay member 7 having an appropriate length, and the outer peripheral surface of the unit tube 1b. It will be installed on. Here, the stay member 7 and the support member 8 are attached to each other from one side of the seal rings 3a and 3b to the outer peripheral surface of the unit tube 1b while being welded to each other under a certain gap.

上記に於ける各支骨部材8はシールリング3a(3b)と同様に略半円環状部材のものを対合させる構成であり、隣接間距離sが例えば凡そ0.5m〜2.0m程度となるように決定する。このさい、装着位置にずれなどを生じさせないようにするためには適宜木製楔9を下部ユニット管との間に挟み込んでおくようにする。   Each of the supporting members 8 in the above is configured so that the members of a substantially semi-annular member are paired like the seal ring 3a (3b), and the distance s between adjacent portions is, for example, about 0.5 m to 2.0 m. Decide to be. At this time, in order to prevent the mounting position from being displaced, the wooden wedge 9 is appropriately sandwiched between the lower unit tube.

而して、各補修セクションに於ける支骨部材8の配置が終了すると、各支骨部材8間を適宜必要長さ寸法になされたステー部材7を介して相互に溶接して安定した固定状態に結合するのであり、そのさい楔9は取除いて行われる。   Thus, when the arrangement of the support members 8 in the respective repair sections is completed, the support members 8 are welded to each other via the stay members 7 having appropriate lengths and are stably fixed. In this case, the wedge 9 is removed.

これにより、補修区間の始端と終端のシールリング3a、3b間に於けるユニット管1bの外周面の空間は、ステー部材7と支骨部材8とで交互に連結された複数の補修セクションm1,m2,m3,・・・に分割形成されるものとなるのである。   As a result, the space on the outer peripheral surface of the unit pipe 1b between the start and end seal rings 3a, 3b of the repair section is a plurality of repair sections m1, which are alternately connected by the stay members 7 and the support members 8. It is divided into m2, m3,.

次に図3に示すように、上記各補修セクションm1,m2,m3,・・・に対し半裁した円弧状の重ね板10を、ユニット管1bの両サイドから被覆するように当接させ、夫々れを溶接固定するのである。   Next, as shown in FIG. 3, arc-shaped overlapping plates 10 cut in half with respect to the respective repair sections m1, m2, m3,... Are brought into contact with both sides of the unit tube 1b, respectively. This is fixed by welding.

上記に於ける溶接作業で各補修セクションsに配置される重ね板10は、隣接する重ね板の対向個所が突き合わせた状態に近接されて溶接されることが溶接終了後のシール性や外観を良好となす上で好ましい。   The overlapping plate 10 disposed in each repair section s in the welding operation described above is welded close to the state where the opposing portions of the adjacent overlapping plates are in contact with each other, so that the sealing performance and appearance after the welding is finished are good. It is preferable for this.

而して、上記による重ね板10の被覆作業が終了すると、必要なシール性の検査を行うのであり、これにはユニット管1bの外周と被覆された重ね板10との間隙に窒素ガスを封入して行い、機密性が確保されることにより補修作業を終了させる。   Thus, when the covering operation of the overlapping plate 10 is completed, the necessary sealing performance is inspected. Nitrogen gas is sealed in the gap between the outer periphery of the unit tube 1b and the covering overlapping plate 10. This is done and the repair work is completed by ensuring confidentiality.

上記した補修によれば、初めシールリング3a、3bを既存の配管上へ溶接を行う時間中、管路1内の流体流れを停止するだけで良いのであり、従って管路1の使用停止期間が大幅に短縮され、しかも全体的に大掛かりの補修を短期間に効率良く行うことができるものとなる。なお、上記実施例では曲管路の補修について説明したが、直管路の補修についても同様に実施可能であって、本発明の実施の範囲内とする。   According to the above-described repair, it is only necessary to stop the fluid flow in the pipe line 1 during the time when the seal rings 3a and 3b are initially welded onto the existing pipe. It is greatly shortened, and overall, large-scale repair can be efficiently performed in a short time. In addition, although the said Example demonstrated the repair of the curved pipe line, it can implement similarly about the repair of a straight pipe line, and it shall be in the scope of implementation of this invention.

本発明に係る補修セクションの構成を示す概略説明図である。It is a schematic explanatory drawing which shows the structure of the repair section which concerns on this invention. 前記補修方法で使用されるシールリングを示す斜視図である。It is a perspective view which shows the seal ring used with the said repair method. 前記補修セクションに於ける補修作業を示す概略説明図である。It is a schematic explanatory drawing which shows the repair work in the said repair section.

符号の説明Explanation of symbols

1 管路
1a ユニット管
3a シールリング
3b シールリング
8 支骨部材
9 ステー部材
10 重ね板
m1,m2,m3,・・・ 補修セクション
DESCRIPTION OF SYMBOLS 1 Pipe line 1a Unit pipe 3a Seal ring 3b Seal ring 8 Supporting member 9 Stay member 10 Stack plate m1, m2, m3, ... Repair section

Claims (2)

特定巾寸法で大径となされたユニット管の多数が連接して形成される管路を、複数のユニット管を跨いで連続補修するさい、補修を行わんとする一定距離隔てたユニット管の外周個所に対し、一対のシールリングを取り付けると共に、これら一対のシールリング間に於けるユニット管外周囲空間を、適当長さのステー部材と適当外径の支骨部材とを交互に連結しながら複数の補修セクションを形成し、当初両端部に於ける一対のシールリングをユニット管外周へ溶接固定させ、このあと順次、各補修セクション毎に半裁した円弧状の重ね板を上記ステー部材と支骨部材を介し、ユニット管外周へ一定間隙下に密閉被覆させるようになすことを特徴とする大径管の連続補修方法。   When continuously repairing a pipe line formed by connecting a large number of unit pipes with a specific width dimension across multiple unit pipes, the outer circumference of the unit pipes separated by a fixed distance A pair of seal rings are attached to the locations, and a plurality of unit tube outer peripheral spaces between the pair of seal rings are connected to each other while alternately connecting stay members having appropriate lengths and supporting members having appropriate outer diameters. A repair section is formed, and a pair of seal rings at both ends are welded and fixed to the outer periphery of the unit pipe, and thereafter, the arc-shaped overlapping plate that has been cut in half for each repair section is sequentially added to the stay member and the support member. A method for continuously repairing a large-diameter pipe, characterized in that the outer circumference of the unit pipe is hermetically covered under a certain gap through a gap. 上記した当初一対のシールリングの溶接時に限り管路内の流体流れを停止させ、他の補修セクションの補修作業時は管路内の流体流れを停止させないで実施することを特徴とする請求項1記載の大径管の連続補修方法。   2. The fluid flow in the pipeline is stopped only when the pair of seal rings are welded as described above, and the fluid flow in the pipeline is not stopped during the repair work of the other repair section. Continuous repair method for large-diameter pipes described.
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JPS60261688A (en) * 1984-06-07 1985-12-24 Ishikawajima Harima Heavy Ind Co Ltd Production of lining pipe
JPS61126223A (en) * 1984-11-26 1986-06-13 Kenzo Takahashi Method for repairing and reproducing underground buried piping
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JPH086872B2 (en) * 1990-08-06 1996-01-29 株式会社クボタ Perforated tube repair kit and repair method
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