JPS6178928A - Repairing of outside of tube buried underground - Google Patents

Repairing of outside of tube buried underground

Info

Publication number
JPS6178928A
JPS6178928A JP59199715A JP19971584A JPS6178928A JP S6178928 A JPS6178928 A JP S6178928A JP 59199715 A JP59199715 A JP 59199715A JP 19971584 A JP19971584 A JP 19971584A JP S6178928 A JPS6178928 A JP S6178928A
Authority
JP
Japan
Prior art keywords
coupler
ground
tube
sand
excavated
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.)
Pending
Application number
JP59199715A
Other languages
Japanese (ja)
Inventor
Tsumoru Tanaka
田中 積
Takashi Kashino
栢野 孝
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.)
Tokyo Gas Co Ltd
Hakko Co Ltd
Original Assignee
Tokyo Gas Co Ltd
Hakko Co 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 Tokyo Gas Co Ltd, Hakko Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP59199715A priority Critical patent/JPS6178928A/en
Publication of JPS6178928A publication Critical patent/JPS6178928A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D37/00Repair of damaged foundations or foundation structures

Abstract

PURPOSE:To prevent the occurrence of explosion during repairing operations by a method in which the surrounding ground of the coupler of a tube buried under the ground is excavated by a vacuum excavation method, and sand is recovered while sucking leaked air around the coupler even during the cleaning operation of the coupler by sand blasting. CONSTITUTION:The coupler A of a tube 1 buried under the ground is exposed in a vertical pit 5 excavated by sucking sand with leaked gas, etc., by a vacuum excavating vehicle. The surrounding soil of the coupler A so exposed is cleaned by a sand plaster 16 and removed through a suction hose 6. A sealing cover 2 is hermetically covered on the coupler A, consisting of an injection tube through which a sealant is injected from the ground's surface and an exhaust tube 4 through which air in the cover 2 is discharged to the ground's surface. The sealing operation of the coupler of the tube can thus be made while preventing explosion by the vacuum air ventilation.

Description

【発明の詳細な説明】 (産1′t」二の利用分野1 本発明は、カスt9の地下0口路下> a設の既u、2
配管、特に管継手部に対して、この個所を局部的に掘削
してi−ツ穴内に露出さけ、その外側から、気密性を保
持させる目的などで、管継手部などを(ミノ脂でなるシ
ール材を用いて補修を(1つ地下敷設管の外面補修工法
に関するものである。
[Detailed description of the invention] (Field of application 1 of production 1't'2) The present invention is directed to the existing u, 2
For piping, especially pipe joints, excavate locally to avoid exposing them inside the hole, and from the outside, for the purpose of maintaining airtightness, drill the pipe joints etc. (made of mino fat). Repair using a sealing material (One example concerns a method for repairing the external surface of underground pipes.

【従来技術1 一般に、地下(道路下)に配管されているガス等の既設
配管【よ、道路上を走行する単画の荷重やその振動、地
震、あるいは経年などにより、管継手部の接合状態が変
化して間隙を生じ、ガス洩れ等が起きることがある。
[Prior art 1] In general, existing pipes such as gas pipes that are installed underground (under the road) are affected by the load and vibration of a single pipe running on the road, earthquakes, or aging, which may cause the connection of pipe joints to deteriorate. may change, creating gaps and causing gas leaks.

そこで、近時、既設配管を敷設状態のまま、笛体の外面
から樹脂などでなるシール材を用いて補修する工法が提
案されている。
Therefore, recently, a method has been proposed in which the existing pipes are left in place and repaired using a sealing material made of resin or the like from the outside of the pipe body.

この補片工法として、例えば特公昭53−3099す公
報、実開昭J 2−179215”+公報などに、:d
載されているような、掘削により地上に開放する穴内に
露出された管外の外周面にシール用カバーを被包して、
そのカバー内に樹脂等でなる液状シール材を充填し、同
化さc! C,?III fj台□、 fノ’) −1
−’/hがある。
This supplementary piece construction method is described in, for example, Japanese Patent Publication No. 53-3099, Japanese Utility Model Publication No. J2-179215" + Publication, etc.:
A sealing cover is placed on the outer circumferential surface of the pipe exposed in a hole opened to the ground by excavation, as shown in the figure above.
A liquid sealing material made of resin or the like is filled into the cover and assimilated c! C,? III fj stand□, fノ') -1
There is -'/h.

このような?M修を施工するには、管継手部をン1■I
gブーる場合を例にして、次に述べるような作業工程に
従って施工が行われる。
like this? To carry out M repair, turn the pipe joint 1■I
Taking the case of construction as an example, construction is carried out according to the following work process.

■ 補修施工を始める前に、笛漕平部位回を検知してお
く。
■ Before starting repair work, detect the occurrence of flue-shaped parts.

(の 検知された管各鉢千部位置に、空気圧作動の掘削
工具などを用いて竪穴を掘削し、この掘削竪穴に埋設さ
れていた管継手部を露出させる。
A vertical hole is excavated using a pneumatically operated excavation tool at the position of each detected pipe pot, and the pipe joint that was buried in this excavated vertical hole is exposed.

の) 露出された管継手部の外周面に、サンドブラスト
を力唱プて表面に何着している土砂を除去し、シール材
の接首が良好になるようにクリーニングする。
) Sandblast the exposed outer circumferential surface of the pipe joint to remove any dirt and sand that may have adhered to the surface and clean it so that the sealant will fit well.

0) このクリ−−−ングされ1.:外周面に、ウレウ
ン系のプライマを塗15 シて湿潤させ、後で充填され
るシール材の接と性が向上するようにする。
0) After this cleaning 1. : Apply a urethane-based primer to the outer peripheral surface and moisten it to improve adhesion with the sealant that will be filled later.

(■ 次に、管1尊手部を覆うようにシール用カバーを
芝回して、被包丈る。
(■ Next, wrap the sealing cover so that it covers the top part of the tube 1, making sure it is covered.

■ 被包したシール用カバー内に常温2液硬化型ウレタ
ン樹脂でなる液状シール材を注入し、管継手部どシール
用カバーとの間の空隙を充填して、固化させる。
■ A liquid sealing material made of a two-component urethane resin that hardens at room temperature is injected into the sealed sealing cover, filling the gaps between the sealing cover and the pipe joint, and solidifying.

■ そして、硬化後に気密テストを行い、気密性が確二
Σされると、埋め戻し、転圧を行って補條作采の一連の
421葉工程を完了する。
(2) After curing, an airtightness test is carried out, and once the airtightness is confirmed, backfilling and compaction are carried out to complete the 421-step process of repairing.

【発明の技術的課題1 このようなン山條イ′1某において、要補修の管継手部
は既に気密性が失われていることが予al’lされ、漏
洩しているガスは掘削前の土層内に侵入しており、また
、掘削されて露出した管継手部から掘削された竪穴内に
漏洩ガスが流入し、空気と混合して爆発雰囲気を形成す
ることがある。
[Technical Problem of the Invention 1] In a certain case like this, it was predicted that the pipe joints that needed repair had already lost their airtightness, and the leaking gas was removed before excavation. In addition, leaked gas may flow into the excavated vertical hole from the excavated and exposed pipe joint, mix with air, and form an explosive atmosphere.

従って、掘削工程における掘削工具と地層内君石などと
の間の衝撃、あるいはリーンド17ス[一工程における
噴射サンドの敷設党体への衝突などにより火花が発生す
ると、漏洩ガスによって形成された爆発性雰囲気ガスに
着火して、暉発$故を起こす危険がある。
Therefore, if sparks are generated due to the impact between the drilling tool and rock in the formation during the excavation process, or the impact of the blast sand on the laying body during the lead-in process, an explosion formed by the leaked gas may occur. There is a risk of ignition of the hazardous atmosphere gas, causing an accident.

[発明の目的] 本発明は、上述のような従来の工法において生しる問題
点を解決するためになされたものである。
[Object of the Invention] The present invention has been made in order to solve the problems that occur in the conventional construction methods as described above.

掘削工程においては、掘削によって生じる土砂を   
  1真空吸引で排土すると共に、その吸引で掘削され
た竪穴内を換気し、クリーニング工程においても、真空
吸引を継続して行い、噴射サンドを回収しながら換気を
行うようにし、この換気によって爆発性雰囲気ガスを阻
1Fシ、施二[を安全に行えるようにした地下敷設管の
外1i7i補修工法を提供することを目的ど4る5のぐ
ある。
During the excavation process, the earth and sand produced by excavation are
1. While removing the soil using vacuum suction, the inside of the excavated pit is ventilated by the suction, and during the cleaning process, vacuum suction is continued and ventilation is performed while collecting the jetted sand.This ventilation prevents an explosion. The purpose of this project is to provide a method for repairing underground pipes that prevents harmful atmospheric gases and allows safe installation and repair of underground pipes.

(発明の構成1 この目的のため、本発明は、地下に敷設された既設配管
等の継手部などを、呪削により地上に間放りる穴内に露
出さけ、その管体の外側から樹脂などでなるシール材を
用いて補注する工法であって、真空で土砂を吸引しなが
ら補(3対象部を掘削し、露出した管継手部などの外周
1i1i’iにサンドブラストをか(プてクリーニング
作業を行うに際し、1吸引ホースで掘削した穴内のがス
ミ曳れ可0ピ性のある空気を吸引して、換気しつつ噴射
サンドを回収づるようにしたことを1′を徴とυ−るも
のでおる。
(Structure 1 of the Invention) For this purpose, the present invention aims to prevent the joints of existing pipes laid underground from being exposed in holes made above ground by cutting, and to apply resin or the like from the outside of the pipe body. This is a method of refilling using a sealing material of 1' is characterized by the fact that when carrying out this process, the air in the hole excavated with 1 suction hose is sucked in, and the sand is collected while providing ventilation. is.

[実 施 例] 以下、本発明による一実施例を図面を参照して具体的l
、:説明する。
[Example] Hereinafter, a specific example of the present invention will be explained with reference to the drawings.
,:explain.

図において、符号1は、都市ガス等の、水道型管継手部
Aにより良く接(失された、地下敷設の既設配管である
。?V号2は、露出された管継手部、へを外部から補;
39−るために、その外周面を彼践して、管継手部へと
の間の空隙内にシール材を充l眞して固化させる、シー
ト状のシール用カバーである。このシール用カバー2は
、内面に法(脂をコーティングした気密性の可撓織布で
なり、ファスナー等で締結されて、補謀対象である管継
手部Aを気密に被包するものである。符@3は、シール
用カバー2内にシール材を注入J゛るたの注入管、符号
4は、シール材充1gに応じて、シール用カバー2と管
継手部へとの間の空隙内の滞留空気を排出するための空
気抜き竹である。′r3弓51よ、補]:ミ用に掘削さ
れた竪穴である。符号10(よ、真空品1jjll車で
あり、エンジン1111−駆動される真空ポンプ12゜
この真空ポンプ12で吸引された土砂を分離しで1)ト
上するホッパ部13.フィルタ部1・1、およびコンプ
レッサ15.サンドブラスト装置16等を搭載している
。また、符号6は真空ポンプ12に5I 97Jる1岐
引ホース、符号7はエアホース、符号8は掘削工具、符
号9はサンドブラスト用+1j〜川ノズル部)Aである
In the figure, reference numeral 1 indicates an existing underground pipe that was better connected (lost) to water supply type pipe fitting A, such as city gas. Supplementary from;
39- This is a sheet-shaped sealing cover whose outer circumferential surface is pushed aside, and the gap between the tube joint and the pipe fitting is filled with a sealing material and solidified. This sealing cover 2 is made of an airtight flexible woven fabric coated with oil on its inner surface, and is fastened with a zipper or the like to airtightly enclose the pipe joint A, which is the object of the cover. .The symbol @3 is the injection pipe for injecting the sealing material into the sealing cover 2, and the symbol 4 is the gap between the sealing cover 2 and the pipe fitting depending on the amount of filling of the sealing material 1g. It is an air vent bamboo for discharging the accumulated air inside.'r3 Bow 51, Supplementary]: It is a pit excavated for Mi. Code 10 (Y, vacuum product 1jjll car, engine 1111-driven) The vacuum pump 12 is equipped with a hopper section 13, a filter section 1, 1, a compressor 15, a sandblasting device 16, etc., which separates and lifts the earth and sand sucked in by the vacuum pump 12. Reference numeral 6 is a branch hose connected to the vacuum pump 12, reference numeral 7 is an air hose, reference numeral 8 is an excavation tool, and reference numeral 9 is a sandblasting +1j~river nozzle part)A.

次に、本発明による補修の作業工程を説明する。Next, the repair work process according to the present invention will be explained.

(リ 110■施工をirう1)aに、公知のyノ法に
J、って、補pg対象となる管継手部△の位δを検知ジ
る。
(Re 110■ Construction 1) In a, the position δ of the pipe joint part Δ, which is the target of the supplementary pg, is detected using the known y-no method.

■ 検知された管J1手部Aの位置に、空気作動の掘削
工具8を用いて、必要最小限の竪穴5を掘削丈るが、f
Z W手品への周)22上F1内には漏洩しているガス
が12人していることもあり、掘削fF 2tで生じる
火花により、噴出するガスを着火させたり、さらには局
部的に爆発を引起ず危険が予想される。
■ At the position of the detected pipe J1 hand A, use the air-operated excavation tool 8 to excavate the minimum necessary length of the vertical hole 5.
ZW Conjuring) 22 There are 12 people leaking gas in F1, and the sparks generated by the excavation fF 2t could ignite the ejected gas or even cause a local explosion. No danger is expected.

このため、掘削土砂を真空ポンプ12に連繋する吸引ボ
ース6で排土すると共に、土層内から放出されてくるガ
スら同時にr:X空吸引して、掘削中の竪穴5内を外部
からの空気どの換気を常に1テい、塀発性雰囲気が形成
されないようにする。
Therefore, the excavated earth and sand are removed by the suction bow 6 connected to the vacuum pump 12, and the gas released from within the soil layer is simultaneously sucked in r: Always maintain adequate ventilation to prevent the formation of a wall-induced atmosphere.

こうして、掘削竪穴5内に補修対象の管継手部A@露出
させるが、管継手部Aからはガス漏洩が生じていると考
えられるので、吸引ホース6による吸引換気は、竪穴5
の形成終了後もNvcして行うようにづ゛る。
In this way, the pipe joint part A @ to be repaired is exposed inside the excavated shaft 5, but since gas is thought to be leaking from the pipe joint part A, suction ventilation with the suction hose 6 is carried out in the shaft 5.
Continue to perform Nvc even after the formation of the

0) 次に、霧出された笛継平部Δ周面に付着している
土砂を、サンドブラスト狭口1Gに連繋されている噴射
ノズル部材9を操作して取除き、表面をクリーニングす
る。この除去土砂F噴OAされたサンドは、共に吸引ホ
ース6で排出され、その吸引によって同時に竪穴5内の
換気が行われるので、サンドブラストによって火花が発
生しても爆発が生じることはなく、安全に作業を行うこ
とがてきる。
0) Next, the dirt adhering to the circumferential surface of the ejected flute joint flat part Δ is removed by operating the injection nozzle member 9 connected to the sandblasting narrow mouth 1G, and the surface is cleaned. This removed sand F is discharged by the suction hose 6, and the suction simultaneously ventilates the inside of the pit 5, so even if sparks are generated by sandblasting, there will be no explosion, and it will be safe. I can do the work.

■ 次に、クリーニングされた外周面に、ウレタン系の
プライマを塗15 シて湿潤させる。
■ Next, apply a urethane primer to the cleaned outer peripheral surface and moisten it.

■ その後、シール用カバー2の長く延出されたファス
ナーを竪穴5内にたらし込み、引掛棒(2とでg if
f手部平部下面を通して引き上げ、ファスナーを締着し
て被包するが、この時、空気1友さ管4が真上に位置す
るように位置決めして、被包する。
■ After that, drop the long extended fastener of the sealing cover 2 into the vertical hole 5, and attach it with the hook rod (2).
F is pulled up through the lower surface of the flat part of the hand, and the zipper is tightened to cover the bag.At this time, position the air 1 and friend tube 4 so that it is located directly above, and cover the bag.

この作業が終了すると、真空ポンプ11の駆動を停止す
る。
When this work is completed, the drive of the vacuum pump 11 is stopped.

■、■ この工程は、従来の工程と同様な作業が行われ
、補修工程における一連の作業は完了する。
■,■ In this process, the same operations as in the conventional process are performed, and the series of operations in the repair process is completed.

このようなV「業を行うことにより、(ヤ2員は掘削竪
穴5内に立ら入って一連のflE業を行う必要はなく、
常に掘削竪穴5の外にいて作業を行えるので、さらに安
全性は確保される。なお、掘削竪穴5的にstrら入る
必要がないので、掘削竪穴5の面積も必要1a小限にす
ることができる。
By performing such V operations, the (2) members do not need to enter the excavation shaft 5 and perform a series of FLE operations.
Since the work can be carried out always outside the excavated shaft 5, safety is further ensured. In addition, since there is no need to enter the strut into the excavated shaft 5, the area of the excavated shaft 5 can also be reduced to the minimum required 1a.

(穴明の効果1 本発明は、以上詳述したように、地下に敷設されたガス
管などを浦洛するにあたり、掘削作業中、およびナンド
ブラストによる補やと管体表面のクリーニング1ヤ@V
、 telは、常に真空吸引による竪穴内のJlj気を
1テいながら1市條施工を行うようにしたので、掘削あ
るいはサンドブラストによって火花が生じてし、爆発へ
とを引起りこと(Jなく、さらに作業を肺削竪穴外から
行えるので、油隙作業を極めて安全に行えるという効果
が(qられる。
(Effect of drilling 1) As detailed above, the present invention is useful for cleaning underground gas pipes, etc., during excavation work, repairing by Nando blasting, and cleaning the pipe surface. V
However, because construction work was carried out while constantly evacuating the inside of the pit by vacuum suction, there was a possibility that sparks would be generated by excavation or sandblasting, which could lead to an explosion. Furthermore, since the work can be done from outside the lung pit, the oil gap work can be done extremely safely (q).

【図面の簡単な説明】[Brief explanation of drawings]

第1図1よ地下敷設営の継手部にシール用カバーを被包
し、シール材を充填固化させて補嫁する工法の説明用断
面図、′?S2図は真空吸引掘削工程とクリーニング工
程の説明用断面図である。
Fig. 1 is a cross-sectional view illustrating a construction method in which a sealing cover is wrapped around the joint of underground construction, and the sealing material is filled and solidified to compensate. Figure S2 is a sectional view for explaining the vacuum suction excavation process and the cleaning process.

Claims (1)

【特許請求の範囲】[Claims] 地下に敷設された既設配管等の継手部などを、掘削によ
り地上に開放する穴内に露出させ、その管体の外側から
樹脂などでなるシール材を用いて補修する工法であつて
、真空で土砂を吸引しながら補修対象部を掘削し、露出
した管継手部などの外周面にサンドブラストをかけてク
リーニング作業を行うに際し、吸引ホースで掘削した穴
内のガス洩れ可能性のある空気を吸引して、換気しつつ
噴射サンドを回収するようにしたことを特徴とする地下
敷設管の外面補修工法。
This is a construction method in which the joints of existing pipes, etc. laid underground are exposed in a hole opened above ground by excavation, and repaired using a sealant made of resin or the like from the outside of the pipe body. When performing cleaning work by excavating the area to be repaired while suctioning and sandblasting the outer circumferential surface of exposed pipe joints, etc., the suction hose is used to suck out air that could potentially leak gas from the excavated hole. A method for repairing the outer surface of underground pipes, which is characterized by collecting sprayed sand while providing ventilation.
JP59199715A 1984-09-21 1984-09-21 Repairing of outside of tube buried underground Pending JPS6178928A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59199715A JPS6178928A (en) 1984-09-21 1984-09-21 Repairing of outside of tube buried underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59199715A JPS6178928A (en) 1984-09-21 1984-09-21 Repairing of outside of tube buried underground

Publications (1)

Publication Number Publication Date
JPS6178928A true JPS6178928A (en) 1986-04-22

Family

ID=16412402

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59199715A Pending JPS6178928A (en) 1984-09-21 1984-09-21 Repairing of outside of tube buried underground

Country Status (1)

Country Link
JP (1) JPS6178928A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102954310A (en) * 2012-11-22 2013-03-06 淮安四方保温管有限公司 Leakage remedying device of steam straight buried pipe compensator
CN107980073A (en) * 2015-06-25 2018-05-01 温贝托·莱昂尼德斯·西富恩特斯·桑切斯 Method for repairing storage dam water inlet

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102954310A (en) * 2012-11-22 2013-03-06 淮安四方保温管有限公司 Leakage remedying device of steam straight buried pipe compensator
CN107980073A (en) * 2015-06-25 2018-05-01 温贝托·莱昂尼德斯·西富恩特斯·桑切斯 Method for repairing storage dam water inlet

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