JPH08219365A - Existing pipeline repairing method and hose used therefor - Google Patents

Existing pipeline repairing method and hose used therefor

Info

Publication number
JPH08219365A
JPH08219365A JP7046158A JP4615895A JPH08219365A JP H08219365 A JPH08219365 A JP H08219365A JP 7046158 A JP7046158 A JP 7046158A JP 4615895 A JP4615895 A JP 4615895A JP H08219365 A JPH08219365 A JP H08219365A
Authority
JP
Japan
Prior art keywords
hose
existing pipeline
cement
existing
repairing
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.)
Withdrawn
Application number
JP7046158A
Other languages
Japanese (ja)
Inventor
Kazuhiko Fukuchi
和彦 福地
Nobuyuki Sato
信行 佐藤
Kenji Kamata
賢治 鎌田
Hiromichi Tachibana
弘道 橘
Hideki Murase
秀樹 村瀬
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.)
ITOUGUMI KK
Kuraray Plastics Co Ltd
Original Assignee
ITOUGUMI KK
Kuraray Plastics 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 ITOUGUMI KK, Kuraray Plastics Co Ltd filed Critical ITOUGUMI KK
Priority to JP7046158A priority Critical patent/JPH08219365A/en
Publication of JPH08219365A publication Critical patent/JPH08219365A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipe Accessories (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

PURPOSE: To enable the easy formation of a uniform cement layer on the inner surface of an existing pipe of long distance by inserting a hose with protruding parts attached to the outer surface, into an existing pipeline, and filling cement milk in a clearance between the outer surface of the hose and the inner surface of the existing pipeline and hardening the cement milk. CONSTITUTION: A repairing hose 1 with protruding parts 12 attached to the outer surface of a hose 11 made of rubber or synthetic resin and foldable in the flat state is inserted in an existing pipeline 3. While applying pressure to the inside of the hose 1, cement milk 12 is filled in a clearance between the outer surface of the hose 1 and the inner surface of the existing pipeline 3 and hardened to form a cement layer 2 on the inner surface of the existing pipeline 3. It is desirable that the material of the protruding parts 12 is material containing cement such as concrete, cement paste or cement mortar. As a method of applying pressure to the inside of the hose 1, a method of feeding air or a fluid such as water into the hose 1 by a pump can be adopted. The uniform cement layer 2 can thereby be formed easily on the inner surface of an existing pipe 31 of long distance.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は既設管路の補修に関し、
特に地中に埋設されたまま老朽化して脆くなったり欠損
部を有する下水道、排水路等の管路に対し、管路の内面
に新たなセメント層を形成して既設管路を補修する方法
およびそれに用いるホースに関するものである。
BACKGROUND OF THE INVENTION The present invention relates to the repair of an existing pipeline,
In particular, for sewers, drainage lines, and other pipelines that have deteriorated and become brittle or have defects while still buried in the ground, a method for repairing existing pipelines by forming a new cement layer on the inner surface of the pipeline and It concerns the hose used for it.

【0002】[0002]

【従来の技術】従来、地中に埋設されたまま老朽化して
脆くなったり欠損部を有する下水道、排水路等の既設管
路を補修する方法としては、以下の3つの方法が知られ
ている。 特公昭54−1752号、特開平5−453号に開示
されている合成樹脂製のチューブを反転させながら挿入
し既設管壁の内面に接着および/または硬化させる方
法。 特公平6−73702号の図8実施例に開示されてい
る既設管の入り口で硬質合成樹脂製のテープを螺旋状に
連続嵌合し、管を成形しながら挿入する方法。 可撓管または短管を既設管路内に挿入し、既設管との
隙間にセメントミルクを流し込む方法。 およびの方法は共に管路を補修する現場での設備が
大規模なものとなるだけでなく、既設管に大きな欠損部
を有する場合には、補修後その欠損部は合成樹脂製の管
壁のみが存在することになり強度が十分でない。の方
法およびで短管を採用した方法の場合は、既設管の曲
部に対応できないので長距離挿入することが困難であ
り、既設管の最小径部分に挿入可能な管径しか採用でき
ず補修後に流量が大幅に減少してしまう。の方法に適
した短管として外面に凸部形状または凸帯状を形成した
管体が考案され実開昭61−24594号と実開昭61
−163387号公報に開示されているが、これを採用
しても前述した、既設管の曲部に対応できないので長距
離挿入することが困難であり、既設管の最小径部分に挿
入可能な管径しか採用できず流量が大幅に減少してしま
う問題点は解決されない。の方法で可撓管を採用した
場合、既設管の曲部にある程度対応できるものの、可撓
管が長尺または大口径になる程、運搬や保管が困難とな
るので、長距離の既設管路の補修が実際にはできない。
そして、と同様に既設管の最小径部分に挿入可能な管
径しか採用できない。結果的には既設管の管中心と補修
用可撓管の管中心とに大幅なズレが生じ、隙間にセメン
トミルクを流し込んでも均一なセメント層が形成できな
い問題点がある。
2. Description of the Related Art Conventionally, the following three methods have been known as methods for repairing existing pipelines such as sewers and drainage channels that have deteriorated and become brittle or have a defective portion while being buried in the ground. . A method disclosed in JP-B No. 54-1752 and JP-A No. 5-453, in which a synthetic resin tube is inserted while being inverted, and is adhered and / or cured on the inner surface of an existing tube wall. A method for continuously inserting a hard synthetic resin tape in a spiral shape at the entrance of an existing pipe disclosed in FIG. 8 of Japanese Patent Publication No. 6-73702 and inserting the pipe while molding the pipe. A method in which a flexible pipe or short pipe is inserted into an existing pipeline and cement milk is poured into the gap between the existing pipes. Both methods of and not only make the facility on the site of repairing the pipeline large-scale, but if the existing pipe has a large defect, the defect is only the synthetic resin pipe wall after the repair. Is present and the strength is not sufficient. In the case of the method of 1) and the method of adopting the short pipe, it is difficult to insert it over a long distance because it cannot correspond to the bent part of the existing pipe, and only the pipe diameter that can be inserted into the minimum diameter part of the existing pipe can be adopted for repair. After that, the flow rate decreases significantly. As a short tube suitable for the above method, a tube body having a convex shape or a convex band shape on the outer surface has been devised.
Although it is disclosed in Japanese Patent Laid-Open No. 163387, even if it is adopted, it is difficult to insert it over a long distance because it cannot correspond to the curved portion of the existing pipe, and a pipe that can be inserted into the minimum diameter portion of the existing pipe. The problem that only the diameter can be adopted and the flow rate is greatly reduced cannot be solved. If the flexible pipe is adopted by the method of (1), it can cope with the curved part of the existing pipe to some extent, but as the flexible pipe becomes longer or has a larger diameter, it becomes more difficult to transport and store, so the long-distance existing pipeline Can't be repaired.
And, similarly to the above, only a pipe diameter that can be inserted into the minimum diameter portion of the existing pipe can be adopted. As a result, a large deviation occurs between the center of the existing pipe and the center of the flexible pipe for repair, and there is a problem that a uniform cement layer cannot be formed even if cement milk is poured into the gap.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上述した問
題点を同時に解決することを目的とする。つまり、地中
に埋設されたまま老朽化して脆くなったり欠損部を有す
る下水道、排水路等の既設管路を補修する際に、現場で
の設備が小規模で済み、容易に長距離の既設管内面に均
一なセメント層を形成する方法およびそれに適した既設
管路補修用ホースを提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above problems at the same time. In other words, when repairing existing pipelines such as sewers, drainage channels, etc. that have deteriorated and become brittle or have defects in the underground, they can be installed on a small scale and easily installed over long distances. It is an object of the present invention to provide a method for forming a uniform cement layer on the inner surface of a pipe and an existing conduit hose suitable for the method.

【0004】[0004]

【課題を解決するための手段】本発明は、上述した問題
を解決するために既設管路の補修方法を以下の構成とし
た。ゴム又は合成樹脂製の偏平に折畳み可能なホースの
外面に凸部品を貼付けた補修用ホースを既設管路内に挿
入し、ホース内部に圧力をかけながら、ホース外面と既
設管路内面との隙間にセメントミルクを注入し硬化さ
せ、既設管路の内面にセメント層およびゴム又は合成樹
脂層を形成する。好ましくは硬化させた後、ホースを減
圧して引抜き既設管路の内面にセメント層のみを形成す
る。さらに好ましくは、セメント層に凸部品を残してホ
ースのみを引抜く。
In order to solve the above-mentioned problems, the present invention has the following construction as a method for repairing an existing pipeline. Insert a repair hose with convex parts attached to the outer surface of a rubber or synthetic resin flatly foldable hose into the existing pipeline, and pressurize the inside of the hose to create a gap between the outer surface of the hose and the inner surface of the existing pipeline. Cement milk is poured into and cured to form a cement layer and a rubber or synthetic resin layer on the inner surface of the existing pipeline. Preferably, after curing, the hose is depressurized to form only the cement layer on the inner surface of the drawn existing pipeline. More preferably, only the hose is pulled out while leaving the convex part in the cement layer.

【0005】次に本発明は、上述した既設管路の補修に
用いるホースを以下の構成とした。ゴム又は合成樹脂製
の偏平に折畳み可能なホースの外面にセメントを含む材
料で成形された凸部品を貼付ける。好ましくは断面台形
部分を有する凸部品の断面短辺面をホース外面に貼付け
る。さらに好ましくは、凸部品をホースの偏平に折畳み
時の片面のみに貼り付ける。
Next, according to the present invention, the hose used for repairing the above-mentioned existing pipeline has the following structure. A convex part formed of a material containing cement is attached to the outer surface of a flat foldable hose made of rubber or synthetic resin. Preferably, the short side surface of the convex part having the trapezoidal cross section is attached to the outer surface of the hose. More preferably, the convex part is attached to only one side of the hose when the flat part is folded.

【0006】以下、本発明の既設管路の補修方法を詳し
く説明する。既設管路補修用のホースについては後に詳
しく説明するのでここでは詳細に述べない。図1に本発
明の既設管路の補修方法を既設管路長さ方向の断面図と
して(イ)〜(ハ)の順に模式的に示した。(イ)は、
ゴムまたは合成樹脂製の偏平に折畳み可能なホース11
の外面に凸部品12を貼付けた既設管路補修用のホース
1を既設管路3内に挿入した図である。なお、図3は図
1(イ)のA−A’断面図を示す。既設管路補修用のホ
ースは図に示したように偏平に折畳んだ状態で既設管路
内に挿入すれば、容易に長距離の挿入が可能となるので
好ましい。挿入する方法については、特に限定するもの
ではなく、長距離の場合には例えば、挿入に先立ってロ
ープ等をエアー、水等の流体または剛性を有する棒状体
によって既設管路内に通しておき、このロープで既設管
路補修用のホースを既設管路内に引込む方法等が採用で
きる。
The method for repairing the existing pipeline according to the present invention will be described in detail below. The hose for repairing the existing pipeline will be described in detail later and will not be described in detail here. FIG. 1 schematically shows a method of repairing an existing pipeline of the present invention as a cross-sectional view in the longitudinal direction of the existing pipeline in the order of (a) to (c). (A) is
Flat or collapsible hose 11 made of rubber or synthetic resin
It is the figure which inserted the hose 1 for repairing the existing pipeline which stuck the convex part 12 to the outer surface of the inside of the existing pipeline 3. Note that FIG. 3 is a sectional view taken along the line AA ′ of FIG. It is preferable that the hose for repairing the existing pipeline is inserted into the existing pipeline in a flatly folded state as shown in the figure, since it is possible to easily insert the hose over a long distance. The method of inserting is not particularly limited, and in the case of a long distance, for example, prior to insertion, a rope or the like is passed through an existing pipeline by a fluid such as air, water or a rod-shaped body having rigidity, With this rope, a method of pulling a hose for repairing the existing pipeline into the existing pipeline can be adopted.

【0007】(ロ)は、既設管路補修用のホース1内部
に圧力をかけながらホース1外面と既設管路3内面との
隙間にセメントミルク21を注入し硬化させている図で
ある。既設管路補修用のホース1内部に圧力をかける前
にホースの端部を封止する必要があるが、このホース端
部の封止方法については特に限定しない。例えば、本発
明ではゴムまたは合成樹脂製の偏平に折畳み可能なホー
スを採用しているので、ピンチコック様の道具を利用す
れば容易に封止できる。圧力をかける方法としては空
気、水等の流体をポンプによってホース内に送入する方
法が採用できる。流体として空気を採用すれば設備は簡
単なものになり、流体として水を採用すればセメントミ
ルクの硬化熱を奪いホースの耐久性を低下させない等そ
れぞれ使い分けることが可能であるので本発明では特に
限定しない。また、流体を送入するバルブをホース1に
取り付ける事も可能であるし、ホースをそのままポンプ
に接続してもかまわない。さらには、圧力管理用のメー
ターの取り付けも可能である。また、必要に応じて型枠
4を設置すれば、ホース1外面と既設管路3内面との隙
間にセメントミルク21を完全に圧入できる。
FIG. 3B is a view showing that cement milk 21 is injected and cured in the gap between the outer surface of the hose 1 and the inner surface of the existing pipeline 3 while applying pressure inside the hose 1 for repairing the existing pipeline. The end of the hose needs to be sealed before the pressure is applied to the inside of the hose 1 for repairing the existing pipeline, but the method of sealing the end of the hose is not particularly limited. For example, in the present invention, since the flat hose made of rubber or synthetic resin is used, it can be easily sealed by using a pinchcock-like tool. As a method of applying pressure, a method of pumping a fluid such as air or water into a hose can be adopted. If air is used as the fluid, the equipment will be simple, and if water is used as the fluid, it is possible to use each of them such that the heat of hardening the cement milk is not taken away and the durability of the hose is not deteriorated. do not do. Further, a valve for feeding the fluid can be attached to the hose 1, and the hose may be directly connected to the pump. Furthermore, a meter for pressure control can be attached. Further, if the formwork 4 is installed as needed, the cement milk 21 can be completely pressed into the gap between the outer surface of the hose 1 and the inner surface of the existing pipeline 3.

【0008】(ハ)は、セメントミルクが硬化した後、
ホースを減圧してホース11のみを引き抜いた図であ
り、既設管路内面に新たなセメント層2が形成され既設
管路の補修が完了している。セメントミルクが硬化して
セメント層を形成した後、ホース11をそのまま放置し
てライニングホースとする事も可能であるが、ホースを
減圧してホース11のみを引き抜けば、引き抜いたホー
ス11は再度本発明の管路補修方法に使用できるだけで
なく、この後更に長期間この管路を使用し管路の再補修
が必要となった場合でも容易に再補修が行えるようにホ
ース11を引き抜くのが好ましい。ホース11を引き抜
く場合、セメント層から凸部品12をホース11と共に
引き抜くとセメント層に孔を形成することになりクラッ
ク発生の要因となるだけでなく、形成されたセメント層
の強度も低くなるのでセメント層に凸部品を残したまま
ホース11のみを引き抜くのが好ましい。
(C) is after the cement milk has hardened,
It is the figure which decompressed the hose and pulled out only the hose 11. A new cement layer 2 is formed on the inner surface of the existing pipeline, and the repair of the existing pipeline is completed. It is possible to leave the hose 11 as it is and use it as a lining hose after the cement milk has hardened to form a cement layer. The hose 11 can be used not only for the pipeline repair method of the present invention, but also when the pipeline is used for a longer period of time and the pipeline needs to be repaired again. preferable. When the hose 11 is pulled out, when the convex component 12 is pulled out together with the hose 11 from the cement layer, holes are formed in the cement layer, which not only causes cracks but also reduces the strength of the formed cement layer. It is preferable to pull out only the hose 11 while leaving the convex component in the layer.

【0009】本発明のセメントミルクとは、セメントペ
ースト、セメントモルタル等の溶液状のセメント混入材
料を指し、主剤のセメントの他に、水、細骨材、混和
剤、減水材等を混合したものでありセメント種および配
合については既設管路の材質等に応じて適宜選択するこ
とが可能であるが、容易に狭小部にも送入でき、硬化時
間が短く、硬化後の強度と粘りのバランスが取れたもの
が好ましい。
The cement milk of the present invention refers to a solution-like cement-mixed material such as cement paste or cement mortar, which is mixed with water, fine aggregate, admixture, water-reducing material, etc. in addition to the cement as the main ingredient. The type and composition of cement can be appropriately selected according to the material of the existing pipeline, etc., but it can be easily fed into narrow areas, the curing time is short, and the balance of strength and tenacity after curing is high. It is preferable that it is removed.

【0010】次に、既設管路補修用のホースについて詳
しく説明する。前述した既設管路の補修に用いるホース
1としては、ゴム又は合成樹脂製の偏平に折畳み可能な
ホース11の外面に凸部品12を貼付けたものを用い
る。ホース11は、セメント層を形成する型枠として作
用し、凸部品は、セメント層を略均一な厚みとして形成
する作用をする。ホース11としては、単にゴム又は合
成樹脂のチューブでもかまわないが、繊維補強層を有す
るホースの方が耐圧性能が高く、圧力時でも安定した円
形となるので好ましい。材質については、ゴムの方が耐
摩耗性が高い。しかし、合成樹脂、例えば軟質ポリ塩化
ビニルの場合は製造が容易なため安価に入手可能であ
り、どちらも適宜選択可能である。
Next, the hose for repairing the existing pipeline will be described in detail. As the hose 1 used for repairing the existing pipeline described above, a hose 11 made of rubber or synthetic resin and capable of being flatly folded is provided with a convex component 12 attached to the outer surface thereof. The hose 11 functions as a mold for forming a cement layer, and the convex component functions to form the cement layer with a substantially uniform thickness. The hose 11 may be simply a tube of rubber or synthetic resin, but a hose having a fiber reinforced layer is preferable because it has higher pressure resistance and has a stable circular shape even under pressure. Regarding the material, rubber has higher wear resistance. However, in the case of a synthetic resin, for example, soft polyvinyl chloride, since it is easy to manufacture, it can be obtained at a low cost, and both can be appropriately selected.

【0011】ホース11の外面に貼付ける凸部品12に
ついて説明する。まず、材質についてはゴム、合成樹脂
等の種々の材質を選択できるが、セメントを含む材料、
例えば、コンクリート、セメントペースト、セメントモ
ルタル等にて成形したものが、注入するセメントミルク
との付着性がよく、セメントミルクの硬化後、ホース1
1を引き抜く場合、容易にホース11のみを引き抜くこ
とが可能であるため好ましい。形状は、断面台形部分を
有する形状を用いて、断面短辺面をホース11外面に貼
付ければ、セメントミルクの硬化後、容易に凸部品がホ
ースから剥がれてホース11のみを引き抜くことが可能
であるため好ましい。断面台形部分を有する形状とは、
例えば図5のイとロに示したような切頭円錐形、切頭三
角錐形、切頭四角錐等の錐形状を切頭したもの、また同
じく図5のハに示した錐形の斜辺を有する形状を指す。
これらの形状の他に部分的に凸部を設けた形状によって
セメント層内から容易に外れないようにする形状も考え
られるが、ホース1を既設管路内に挿入時に管路内の凹
凸に引っかかり易く凸部12が脱落してしまう可能性が
高いので好ましくない。
The convex component 12 attached to the outer surface of the hose 11 will be described. First, regarding the material, various materials such as rubber and synthetic resin can be selected, but a material containing cement,
For example, what is molded with concrete, cement paste, cement mortar, etc. has good adhesion to the cement milk to be injected, and after the cement milk is cured, the hose 1
When 1 is pulled out, only the hose 11 can be easily pulled out, which is preferable. By using a shape with a trapezoidal cross section, if the short side of the cross section is attached to the outer surface of the hose 11, the convex component can be easily peeled off from the hose after the cement milk hardens, and only the hose 11 can be pulled out. It is preferable because it exists. A shape having a trapezoidal cross section means
For example, a truncated cone shape such as a truncated cone shape, a truncated triangular pyramid shape, or a truncated quadrangular pyramid shape as shown in A and B in FIG. 5, and a hypotenuse of the pyramid shape shown in FIG. 5C. Refers to a shape having.
In addition to these shapes, it is also possible to use a shape that partially provides a convex portion so that the hose 1 does not easily come off from the cement layer, but when the hose 1 is inserted into the existing pipeline, it is caught by the irregularities in the pipeline. It is not preferable because the projections 12 are likely to fall off easily.

【0012】凸部品のホースへの貼付けは、種々の粘接
着剤を採用できるが、容易に貼付けられ、既設管路内に
挿入時には剥がれず、減圧したときに容易にホースから
剥がれることが好ましい。凸部品を貼り付ける個数、間
隔、パターン、凸部品の大きさについては既設管路の内
径、曲部等の状況に応じて適宜選択できる。例えば凸部
品の間隔を狭くする場合は、千鳥パターンに貼付けセメ
ントミルクの注入を容易に行えるようにする。また、ホ
ースの折畳み時の片面のみに貼り付ければ、図2のイと
図4に示したように、既設管路内にホースを挿入する時
に、凸部品を貼り付けていない面を下側にして挿入すれ
ば凸部品は剥がれることはなく、ホースの挿入も容易と
なる。この場合、図2のロとハに示したようにホース内
に空気により圧力をかけてセメントミルクを注入すれば
ホースは浮力により浮き上がるのでホース下部にも一定
の厚みのセメント層が形成されるので問題は無い。
Various adhesives can be used to attach the convex component to the hose, but it is preferable that the adhesive is easily attached and does not peel off when it is inserted into the existing pipeline, and easily peels off from the hose when depressurized. . The number, intervals, patterns, and sizes of the convex components to be attached can be appropriately selected according to the conditions such as the inner diameter of the existing pipeline and the curved portion. For example, when the interval between the convex parts is narrowed, the cement milk is attached to the staggered pattern so that the injection of the cement milk can be easily performed. If the hose is attached to only one side when folded, as shown in Fig. 2B and Fig. 4, when inserting the hose into the existing pipeline, make sure that the side without the convex parts is on the lower side. If inserted, the convex parts will not come off and the hose can be easily inserted. In this case, as shown in (b) and (c) of FIG. 2, if the cement milk is injected by applying pressure to the inside of the hose with air, the hose floats up due to buoyancy, so that a cement layer of a certain thickness is formed at the bottom of the hose. There is no problem.

【0013】[0013]

【実施例】【Example】

実施例1 鉄道の路線下に内径230mmのコンクリート製管によ
って敷設されている長さ5mの老朽化した既設管路を想
定しながら、使用済みのコンクリート製管を使用した図
2に示したような若干の曲部を有する管路を設置し、本
発明の既設管路補修用のホースを用いて本発明の既設管
路の補修を行った。
Example 1 Assuming an aged existing pipe having a length of 5 m which is laid by a concrete pipe having an inner diameter of 230 mm under a railway line, a used concrete pipe is used as shown in FIG. A pipeline having a slight curved portion was installed, and the existing pipeline of the present invention was repaired using the hose for repairing the existing pipeline of the present invention.

【0014】既設管路補修用のホースの構成 偏平に折り畳み可能なホースとしてクラレプラスチック
ス社製造の軟質ポリ塩化ビニル製のレイフラットホース
200φを採用した。そして、偏平な状態でホース上面
のみにコンクリート製の凸部品を2個ずつホース長さ方
向に約600mmの間隔でコニシ社製のボンドG17を
用いて貼り付けた。凸部品の形状は図5のロに示した高
さ10mmの形状を採用し、張り付け面は図5のロの上
面、つまり四角錐形の切頭面とした。
Construction of Hose for Repairing Existing Pipeline As a flatly foldable hose, lay flat hose 200φ made of soft polyvinyl chloride manufactured by Kuraray Plastics Co., Ltd. was adopted. Then, in a flat state, two convex parts made of concrete were attached only to the upper surface of the hose at intervals of about 600 mm in the length direction of the hose using a bond G17 manufactured by Konishi. The shape of the convex part was the shape having a height of 10 mm shown in FIG. 5B, and the sticking surface was the upper surface of FIG. 5B, that is, the truncated pyramidal truncated surface.

【0015】既設管路の補修 既設管路内にホース引き込み用のロープをあらかじめ通
し、このロープによって既設管路補修用のホースを挿入
したが、非常に容易に挿入が可能であった。また、ホー
スの凸部品の脱落も全く見られなかった。挿入後、既設
管路の両出口に型枠を設置し、ホースの両端を大型クリ
ップにて封止し、空気送入用バルブを取り付け1kg/
cm2の圧力まで空気を送入した。この時のホース実直
径は207mmであった。次に、セメントミルクとして
普通セメントを使用したセメントペーストを既設管路と
補修用ホースの間にグラウトポンプにて注入、最終的に
は1kg/cm2の圧力まで圧送した。この時、ホース
は浮き上がりホース上面のみに凸部品を貼り付けていた
がホースと既設管路の間隔はどの部分でもほぼ10mm
であった。セメントミルク層の硬化後、ホースの空気圧
を抜きホースを引き抜いたところ、ホースのみ抜け凸部
品はセメント層内に残ったままとなった。ホースを引き
抜くのも容易に可能であった。
Repair of existing pipeline A hose pulling rope was previously passed through the existing pipeline, and a hose for repairing the existing pipeline was inserted by this rope, but it could be inserted very easily. In addition, no protruding parts of the hose were found to have fallen off. After insertion, formwork is installed at both outlets of the existing pipeline, both ends of the hose are sealed with large clips, and an air inlet valve is attached to 1 kg /
Air was blown in to a pressure of cm 2 . The actual diameter of the hose at this time was 207 mm. Next, cement paste using normal cement as cement milk was injected between the existing pipeline and the hose for repair by a grout pump, and finally pumped to a pressure of 1 kg / cm 2 . At this time, the hose floated and the convex parts were attached only to the upper surface of the hose, but the space between the hose and the existing pipeline was about 10 mm at any part.
Met. After the cement milk layer was hardened, when the air pressure of the hose was released and the hose was pulled out, only the hose was pulled out and the convex parts remained in the cement layer. It was also possible to pull out the hose easily.

【0016】最後に、補修後の管路を取り出し、部分的
に破壊することによって、断面を観察しほぼ10mm厚
の均一なセメント層が形成されていたのを確認した。ま
た、この時セメント層内に残る凸部品の位置から決まっ
て破壊されるということはなかった。
Finally, the repaired pipe was taken out and partially broken to observe the cross section, and it was confirmed that a uniform cement layer having a thickness of about 10 mm was formed. Further, at this time, the position of the convex component remaining in the cement layer was not fixed and destroyed.

【0017】実施例2 鉄道の路線下に内径230mmのコンクリート製管によ
って敷設されている長さ10mの老朽化した既設管路を
実際に補修した。補修方法およびそれに用いたホース
は、長さを10mに適応させた他は実施例1と同様に行
った。結果は、長さが10mとなったにもかかわらず既
設管路への補修用ホースの挿入、セメントミルクの圧
送、セメントミルク硬化後のホースの引き抜きが容易で
あった。最後に、補修後の管路内を観察したが、凸部品
の脱落も見られずセメント層内に確実に残っていた。
Example 2 An aged existing pipe having a length of 10 m, which was laid by a concrete pipe having an inner diameter of 230 mm under a railway line, was actually repaired. The repair method and the hose used therefor were the same as in Example 1 except that the length was adapted to 10 m. As a result, it was easy to insert the repair hose into the existing pipeline, pump the cement milk, and pull out the hose after the cement milk hardened, even though the length was 10 m. Finally, the inside of the pipeline after repairing was observed, but no protruding parts were found to have fallen off, and they remained reliably in the cement layer.

【0018】[0018]

【発明の効果】本発明の既設管路の補修方法およびそれ
に用いるホースによれば地中に埋設されたまま老朽化し
て脆くなったり欠損部を有する下水道、排水路等の既設
管路を補修する際に、現場での設備が小規模で済み、容
易に長距離の既設管内に均一なセメント層を形成するこ
とが可能である。
EFFECTS OF THE INVENTION According to the method for repairing an existing pipeline of the present invention and the hose used therefor, an existing pipeline such as a sewer or a drainage channel which is deteriorated and becomes brittle or has a defective portion while being buried in the ground is repaired. At this time, the equipment on site is small, and it is possible to easily form a uniform cement layer in a long-distance existing pipe.

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

【図1】本発明の実施例を示す既設管路長さ方向の断面
FIG. 1 is a sectional view taken along the length of an existing pipeline showing an embodiment of the present invention.

【図2】本発明の別の実施例を示す既設管路長さ方向の
断面図
FIG. 2 is a cross-sectional view in the longitudinal direction of an existing pipeline showing another embodiment of the present invention.

【図3】図1のA−A’の実断面図3 is an actual cross-sectional view taken along the line A-A 'in FIG.

【図4】図2のB−B’の実断面図4 is a sectional view taken along line B-B ′ of FIG.

【図5】既設管路補修用のホースの凸部品の態様図FIG. 5 is an aspect diagram of a convex part of a hose for repairing an existing pipeline.

【符号の説明】[Explanation of symbols]

1 既設管路補修用のホース 11 偏平に折畳み可能なホース 12 凸部品 2 セメント層 21 セメントミルク 3 既設管路 31 既設管 4 型枠 1 Hose for repairing existing pipelines 11 Flatly foldable hose 12 Convex parts 2 Cement layer 21 Cement milk 3 Existing pipeline 31 Existing pipeline 4 Formwork

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鎌田 賢治 岩手県花巻市南城241番地 株式会社伊藤 組内 (72)発明者 橘 弘道 大阪市福島区福島6丁目8番10号 クラレ プラスチックス株式会社内 (72)発明者 村瀬 秀樹 大阪市福島区福島6丁目8番10号 クラレ プラスチックス株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Kenji Kamata Kenji Kamata, 241 Nanjo, Nanjo, Hanamaki-shi, Iwate Prefecture (72) Hiromichi Tachibana 6-8-10 Fukushima, Fukushima-ku, Osaka Kuraray Plastics Co., Ltd. (72) Hideki Murase, Inventor 6-8-10 Fukushima, Fukushima-ku, Osaka Kuraray Plastics Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 ゴム又は合成樹脂製の偏平に折畳み可能
であり、かつその外面に凸部品を貼付けた補修用のホー
スを既設管路内に挿入し、ホース内部に圧力をかけなが
ら、ホース外面と既設管路内面との隙間にセメントミル
クを注入し硬化させ、既設管路の内面にセメント層およ
びゴム又は合成樹脂層を形成する既設管路の補修方法。
1. A hose for repair, which is made of rubber or synthetic resin and can be flatly folded, and a convex part is attached to the outer surface of the hose, is inserted into an existing pipeline, and pressure is applied to the inside of the hose while the outer surface of the hose is exposed. A method of repairing an existing pipeline by injecting cement milk into the gap between the inside of the existing pipeline and hardening it to form a cement layer and a rubber or synthetic resin layer on the inside of the existing pipeline.
【請求項2】 ゴム又は合成樹脂製の偏平に折畳み可能
であり、かつその外面に凸部品を貼付けた補修用のホー
スを既設管路内に挿入し、ホース内部に圧力をかけなが
ら、ホース外面と既設管路内面との隙間にセメントミル
クを注入し硬化させた後、ホースを減圧して引抜き、既
設管路の内面にセメント層を形成する既設管路の補修方
法。
2. A hose made of rubber or synthetic resin, which can be flatly folded, and whose outer surface is provided with a convex component, is inserted into an existing pipeline for repair, and pressure is applied to the inside of the hose while the outer surface of the hose is exposed. A method of repairing an existing pipeline by injecting cement milk into the gap between the inside of the existing pipeline and hardening it, then depressurizing the hose and pulling it out to form a cement layer on the inside of the existing pipeline.
【請求項3】 セメント層が固化した後、セメント層に
凸部品を残してホースのみを引抜く請求項2に記載の既
設管路の補修方法。
3. The method for repairing an existing pipeline according to claim 2, wherein after the cement layer is solidified, only the hose is pulled out while leaving the convex component in the cement layer.
【請求項4】 ゴム又は合成樹脂製の偏平に折畳み可能
なホースの外面にセメントを含む材料の凸部品を貼付け
た既設管路補修用のホース。
4. A hose for repairing an existing pipeline, in which a convex part made of a material containing cement is attached to the outer surface of a flatly foldable hose made of rubber or synthetic resin.
【請求項5】 断面台形部分を有する凸部品の断面短辺
面をホース外面に貼付けた請求項4に記載の既設管路補
修用のホース。
5. The hose for repairing an existing pipeline according to claim 4, wherein the short side surface of the convex portion having the trapezoidal cross section is attached to the outer surface of the hose.
【請求項6】 凸部品をホースの折畳み時の片面のみに
貼り付けた請求項4または5に記載の既設管路補修用の
ホース。
6. The hose for repairing an existing pipeline according to claim 4, wherein the convex component is attached to only one surface of the hose when the hose is folded.
JP7046158A 1995-02-09 1995-02-09 Existing pipeline repairing method and hose used therefor Withdrawn JPH08219365A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7046158A JPH08219365A (en) 1995-02-09 1995-02-09 Existing pipeline repairing method and hose used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7046158A JPH08219365A (en) 1995-02-09 1995-02-09 Existing pipeline repairing method and hose used therefor

Publications (1)

Publication Number Publication Date
JPH08219365A true JPH08219365A (en) 1996-08-30

Family

ID=12739200

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7046158A Withdrawn JPH08219365A (en) 1995-02-09 1995-02-09 Existing pipeline repairing method and hose used therefor

Country Status (1)

Country Link
JP (1) JPH08219365A (en)

Similar Documents

Publication Publication Date Title
US4401696A (en) Lining of pipelines and passageways
US5580406A (en) Surfacing or rehabilating structures without supporting forms
US4170248A (en) Method for repairing sewer pipes
US8186385B2 (en) Packer for installing sealant in defective conduits
US5560395A (en) Apparatus and method for repairing underground conduits in situ
KR101415106B1 (en) The back feel grouting apparatus for upper part of tunnel
GB2082285A (en) Lining Passageways
JPH08219365A (en) Existing pipeline repairing method and hose used therefor
KR100983004B1 (en) The grouting building method of anchor
EP0770811B1 (en) Method for lining a pipe
JP3697525B2 (en) Pipeline repair and rehabilitation method
JPS6122197B2 (en)
JP2021075033A (en) Method for repairing and reinforcing aged pipe and repairing and reinforcing structure
JP2001159476A (en) Lining construction method for existing pipe passage
JP2003021263A (en) Tubular body, manufacturing method therefor and pipe lining method
JP3117895B2 (en) Repair method for existing piping
JP3889301B2 (en) Pipe laying device, laying system and laying method
HU204600B (en) Method for repairing building structures particularly climbable-passable channels without breaking
JP2857643B2 (en) Construction method of corrosion resistant lining
JP2002323175A (en) Manufacturing method of plastic pipe and pipe-lining method
JP3845748B2 (en) Repair method for existing buried pipe
JPH02199387A (en) Regenerating method for defective pipe and regenerating tube
JP6382089B2 (en) Track fitting joint unit and track work method using the same
JP2014142045A (en) Regeneration method of existing pipe
JPH0988477A (en) Pipeline repairing method

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20020507