JPH1054495A - Pipeline repairing and reclaiming method - Google Patents

Pipeline repairing and reclaiming method

Info

Publication number
JPH1054495A
JPH1054495A JP8210696A JP21069696A JPH1054495A JP H1054495 A JPH1054495 A JP H1054495A JP 8210696 A JP8210696 A JP 8210696A JP 21069696 A JP21069696 A JP 21069696A JP H1054495 A JPH1054495 A JP H1054495A
Authority
JP
Japan
Prior art keywords
sheet
peripheral side
inner peripheral
shaped member
net
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP8210696A
Other languages
Japanese (ja)
Other versions
JP3697525B2 (en
Inventor
Terunobu Maeda
照信 前田
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.)
Hazama Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP21069696A priority Critical patent/JP3697525B2/en
Publication of JPH1054495A publication Critical patent/JPH1054495A/en
Application granted granted Critical
Publication of JP3697525B2 publication Critical patent/JP3697525B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To form a corrosion resistant inner peripheral surface by a sheet- shaped member by reinforcing the pipe wall by a reinforcement cage. SOLUTION: A reinforcement cage 13 is installed on the inner peripheral side of a concrete-made pipeline 11, a cylindrical net-shaped member 15 in which many communication holes are formed is installed on the inner peripheral side of the reinforcement cage 13, a cylindrical and flexible sheet-shaped member 3 in which many protrusions wider than the communication holes are fixed on the outer peripheral side is inserted into the inner peripheral side of the net-shaped member 15, and cement substance components 9 are poured and solidified on the outer peripheral side of the sheetshaped member 3 in a state where the sheet-shaped member 3 is expanded by filling pressurized liquid 7 on the inner peripheral side of the sheet-shaped member 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート製の
管路の補修又は更生において、耐蝕性内周面を形成する
と共に、管壁を補強する管路補修更生工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing and rehabilitating a pipe made of concrete, which forms a corrosion-resistant inner peripheral surface and reinforces a pipe wall.

【0002】[0002]

【従来の技術】従来、下水管渠等の地中に敷設されたコ
ンクリート製の管路の補修においては、例えば、図7に
示すように、多数の突起(アンカー)が外周側に固設さ
れた筒形の柔軟性を有するシート状部材3を管路1の内
周側に挿入し、シート状部材3の内周側に水等の加圧液
体7を充填してシート状部材3を膨らませ、その状態で
シート状部材3の外周側にセメント質物質組成物9を注
入して固化させ、シート状部材3の外周側の突起をセメ
ント質物質組成物9中に埋め込むようにしてシート状部
材3を付着させ、シート状部材3により耐蝕性内周面を
形成している。
2. Description of the Related Art Conventionally, in repairing concrete pipelines laid underground such as sewer pipes, for example, as shown in FIG. 7, a number of projections (anchors) are fixedly provided on the outer peripheral side. The flexible sheet-like member 3 having a tubular shape is inserted into the inner peripheral side of the conduit 1 and the inner peripheral side of the sheet-like member 3 is filled with a pressurized liquid 7 such as water to expand the sheet-like member 3. In this state, the cementitious substance composition 9 is injected into the outer peripheral side of the sheet-like member 3 and solidified, and the projections on the outer peripheral side of the sheet-like member 3 are embedded in the cementitious substance composition 9. 3, the sheet-shaped member 3 forms a corrosion-resistant inner peripheral surface.

【0003】[0003]

【発明が解決しようとする課題】上述の工法では、シー
ト状部材3の外周側に注入されるセメント質物質組成物
9により管路1のヒビ割れ等を封鎖することができる
が、地上に敷設されたコンクリート製の管路の補修、更
生などにおいては、管壁の補強が必要な場合があり、上
述のシート状部材3、セメント質物質組成物9のみでは
補強が十分でないという問題があった。
According to the above-mentioned construction method, cracks and the like in the pipeline 1 can be blocked by the cementitious substance composition 9 injected into the outer peripheral side of the sheet-like member 3, but it is laid on the ground. In repairing or rehabilitating a concrete pipe line made in some cases, reinforcement of the pipe wall may be necessary, and there has been a problem that the above-mentioned sheet-like member 3 and cementitious substance composition 9 alone do not provide sufficient reinforcement. .

【0004】本発明は、このような従来の問題に鑑み、
耐蝕性内周面を形成すると共に、管壁を補強する管路補
修更生工法の提供を目的としたものである。
The present invention has been made in view of such a conventional problem,
An object of the present invention is to provide a pipe repair and rehabilitation method for forming a corrosion-resistant inner peripheral surface and reinforcing a pipe wall.

【0005】[0005]

【課題を解決するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴は、
コンクリート製の管路の内周側に鉄筋カゴを設置し、前
記鉄筋カゴの内周側に多数の連通孔が開けられた筒形の
ネット状部材を設置し、前記ネット状部材の内周側に前
記連通孔に比して幅太の多数の突起が外周側に固設され
た筒形の柔軟性を有するシート状部材を挿入し、前記シ
ート状部材の内周側に加圧気体又は加圧液体を充填して
前記シート状部材を膨らませた状態で、前記シート状部
材の外周側にセメント質物質組成物を注入して固化させ
ることにある。
SUMMARY OF THE INVENTION The features of the present invention for solving the conventional problems as described above and achieving the intended purpose are as follows.
A reinforcing rod cage is installed on the inner peripheral side of the concrete pipe, and a cylindrical net-like member having a large number of communication holes is installed on the inner peripheral side of the reinforcing rod cage. A cylindrical flexible sheet-like member having a large number of projections wider than the communication hole and fixed to the outer peripheral side is inserted into the inner peripheral side of the sheet-like member. In a state where the sheet-like member is expanded by filling with a pressurized liquid, a cementitious substance composition is injected into the outer peripheral side of the sheet-like member and solidified.

【0006】[0006]

【発明の実施の形態】次に本発明の実施の形態を図1〜
図6について説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described with reference to FIGS.
Referring to FIG.

【0007】図において、11はコンクリート製の円筒
形の管路、3は型枠を構成すると供に耐蝕性内周面を形
成する筒形のシート状部材、13は管壁を補強する円筒
形の鉄筋カゴ、15はシート状部材3と鉄筋カゴ13間
に介在してシート状部材3の挿入作業を円滑にする円筒
形のネット状部材である。
In the drawing, reference numeral 11 denotes a cylindrical pipe made of concrete, 3 denotes a cylindrical sheet-like member which forms a mold and also forms a corrosion-resistant inner peripheral surface, and 13 denotes a cylindrical pipe which reinforces a pipe wall. Reference numeral 15 denotes a cylindrical net-like member interposed between the sheet-like member 3 and the reinforcing bar 13 to facilitate the work of inserting the sheet-like member 3.

【0008】シート状部材3は、挿入作業が容易なよう
に、高密度ポリエチレン等の合成樹脂材をもって柔軟に
形成されており、また、付着力を向上させるため、図
5、図6に示すように、筒状のシート本体4の外周面に
多数の突起(アンカー)5、5…が千鳥配置に固設さ
れ、突起5は先端部が根元部に比して幅太な傘状に成形
されている。
The sheet-like member 3 is formed of a synthetic resin material such as high-density polyethylene so as to be easily inserted. Further, as shown in FIGS. A large number of projections (anchors) 5, 5,... Are fixed on the outer peripheral surface of the tubular sheet body 4 in a staggered arrangement, and the projections 5 are formed in an umbrella shape having a tip portion wider than a root portion. ing.

【0009】また、ネット状部材15は、図4に示すよ
うに、合成樹脂材、金属材料等をもって、シート状部材
3に比して剛性が大きく円筒形を保持するように形成さ
れており、ネット状部材15には、モルタル等のセメン
ト質物質組成物9が通過可能なように、多数の連通孔1
6、16…が表裏に貫通して開けられ、連通孔16は、
シート状部材3の突起5が引っ掛からないように、突起
5の先端部に比して幅細に成形されている。
Further, as shown in FIG. 4, the net-like member 15 is formed of a synthetic resin material, a metal material or the like so as to have a greater rigidity than the sheet-like member 3 and to maintain a cylindrical shape. A large number of communication holes 1 are formed in the net-like member 15 so that the cementitious material composition 9 such as mortar can pass therethrough.
6, 16 ... are penetrated to the front and back and opened, and the communication hole 16 is
The protrusion 5 of the sheet-like member 3 is formed narrower than the tip of the protrusion 5 so as not to be caught.

【0010】シート状部材3、鉄筋カゴ13、ネット状
部材15等により管路11の補修、更生を行うには、ま
ず、管路11の内周面表層の劣化部分を破砕除去した後
に、図1に示すように、管路11の内周側に鉄筋カゴ1
3をスペーサー等を介して所定位置に設置し、更に、鉄
筋カゴ13の内周側にネット状部材15を設置する。
In order to repair and rehabilitate the pipeline 11 with the sheet-like member 3, the reinforcing bar 13 and the net-like member 15, etc., first, the deteriorated portion of the inner peripheral surface of the pipeline 11 is crushed and removed. As shown in FIG.
3 is installed at a predetermined position via a spacer or the like, and further, a net-like member 15 is installed on the inner peripheral side of the reinforcing bar cage 13.

【0011】そして、図2に示すように、シート状部材
3を、折り畳んだ状態で管路11の一方側から送り込み
つつ他方側から引っ張るようにして、ネット状部材15
の内周側に挿入する。即ち、鉄筋カゴ13とシート状部
材3との間にはネット状部材15が介在し、更に、ネッ
ト状部材15の連通孔16、16…は幅細であるので、
シート状部材3は、外周側の多数の突起5、5…が鉄筋
カゴの鉄筋やネット状部材15の連通孔16、16…に
引っ掛かることなく、円滑に挿入される。
Then, as shown in FIG. 2, the sheet-like member 3 is fed from one side of the conduit 11 and pulled from the other side while being folded, so that the net-like member 15
Insert on the inner circumference side. That is, since the net-like member 15 is interposed between the reinforcing bar 13 and the sheet-like member 3, and the communication holes 16, 16, ... of the net-like member 15 are narrow,
The sheet-shaped member 3 is smoothly inserted without a large number of protrusions 5 on the outer peripheral side being caught by the reinforcing bars of the reinforcing bar cage or the communication holes 16 of the net-shaped member 15.

【0012】次に、図3に示すように、シート状部材3
の内周側に水等の加圧液体7を充填してシート状部材3
を円筒形に膨らませて、この状態でシート状部材3の外
周側にモルタル等のセメント質物質組成物9を注入し
て、鉄筋カゴ13及びシート状部材3の突起5、5…を
セメント質物質組成物9中に埋め込む。そして、セメン
ト質物質組成物9の固化後、加圧液体7を排出する。
Next, as shown in FIG.
Is filled with a pressurized liquid 7 such as water on the inner peripheral side of the sheet-like member 3.
Are swelled into a cylindrical shape, and in this state, a cementitious substance composition 9 such as mortar is injected into the outer peripheral side of the sheet-like member 3, and the reinforcing bar 13 and the projections 5, 5. Embed in composition 9. After the cementitious substance composition 9 is solidified, the pressurized liquid 7 is discharged.

【0013】このように、シート状部材3を加圧液体7
を介して円筒形に保持することによってシート状部材3
を設置容易な型枠として用いることができ、また、ネッ
ト状部材15の連結孔16、16…を介してセメント質
物質組成物9を連通させることによってシート状部材3
を好適に付着させることができるので、鉄筋カゴ13に
よる管壁の補強とシート状部材3による耐蝕性内周面の
形成とを効率的に行うことができる。
In this way, the sheet-like member 3 is
The sheet-like member 3 is held in a cylindrical shape through
Can be used as a mold for easy installation, and the sheet-like member 3 can be made to communicate with the cementitious substance composition 9 through the connection holes 16, 16... Of the net-like member 15.
Therefore, the reinforcing of the pipe wall by the reinforcing bar 13 and the formation of the corrosion-resistant inner peripheral surface by the sheet-like member 3 can be efficiently performed.

【0014】[0014]

【発明の効果】上述のように、本発明に係る管路補修更
生工法は、管壁を補強する鉄筋カゴと、型枠を構成する
と共に耐蝕性内周面を形成するシート状部材との間に、
多数の連通孔を有するネット状部材を介在させ、ネット
状部材の連通孔をシート状部材の突起に比して幅細にす
ることによって、シート状部材の挿入作業を容易に行う
ことができると共に、鉄筋カゴとシート状部材の突起と
をセメント質物質組成物中に好適に埋設することがで
き、耐蝕性内周面の形成と管壁の補強とを効率的に行う
ことができる。
As described above, the pipe line repair and rehabilitation method according to the present invention provides a method in which a steel cage for reinforcing a pipe wall and a sheet-like member forming a mold and forming a corrosion-resistant inner peripheral surface are provided. To
By interposing a net-like member having a large number of communication holes and making the communication hole of the net-like member narrower than the projection of the sheet-like member, the sheet-like member can be easily inserted. In addition, the reinforcing bar and the projections of the sheet-like member can be suitably embedded in the cementitious substance composition, and the formation of the corrosion-resistant inner peripheral surface and the reinforcement of the pipe wall can be efficiently performed.

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

【図1】 本発明に係る管路補修更生工法の実施の形態
であって、第1工程を示す横断面図である。
FIG. 1 is an embodiment of a pipeline repair and rehabilitation method according to the present invention, and is a cross-sectional view showing a first step.

【図2】 本発明に係る管路補修更生工法の実施の形態
であって、第2工程を示す横断面図である。
FIG. 2 is a cross-sectional view showing a second step in the embodiment of the pipeline repair and rehabilitation method according to the present invention.

【図3】 本発明に係る管路補修更生工法の実施の形態
であって、第3工程を示す横断面図である。
FIG. 3 is a cross-sectional view showing a third step in the embodiment of the pipeline repair and rehabilitation method according to the present invention.

【図4】 図3中のネット状部材の展開図である。FIG. 4 is a development view of the net-like member in FIG.

【図5】 図3中のシート状部材の展開図である。FIG. 5 is a development view of the sheet-like member in FIG. 3;

【図6】 図5のA−A線による断面図である。6 is a sectional view taken along line AA of FIG.

【図7】 従来の管路補修工法の一例を示す横断面図で
ある。
FIG. 7 is a cross-sectional view showing an example of a conventional pipe line repair method.

【符号の説明】[Explanation of symbols]

3 シート状部材 4 シート本体 5 突起(アンカー) 7 加圧液体(水) 9 セメント質物質組成物(モルタル) 11 管路 13 鉄筋カゴ 15 ネット状部材 16 連通孔 Reference Signs List 3 sheet-like member 4 sheet main body 5 protrusion (anchor) 7 pressurized liquid (water) 9 cementitious substance composition (mortar) 11 pipeline 13 reinforcing bar 15 net-like member 16 communication hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製の管路の内周側に鉄筋カ
ゴを設置し、前記鉄筋カゴの内周側に多数の連通孔が開
けられた筒形のネット状部材を設置し、前記ネット状部
材の内周側に前記連通孔に比して幅太の多数の突起が外
周側に固設された筒形の柔軟性を有するシート状部材を
挿入し、前記シート状部材の内周側に加圧気体又は加圧
液体を充填して前記シート状部材を膨らませた状態で、
前記シート状部材の外周側にセメント質物質組成物を注
入して固化させる管路補修更生工法。
1. A rebar cage is installed on an inner peripheral side of a concrete pipe, and a cylindrical net-like member having a large number of communication holes is installed on an inner peripheral side of the rebar cage. A cylindrical flexible sheet-like member having a large number of projections wider than the communication hole fixed to the outer peripheral side is inserted into the inner peripheral side of the member, and the inner peripheral side of the sheet-like member is inserted into the inner peripheral side of the sheet-like member. In a state where the sheet-like member is inflated by filling with a pressurized gas or a pressurized liquid,
A pipe repair and rehabilitation method for injecting and solidifying a cementitious substance composition on the outer peripheral side of the sheet-like member.
JP21069696A 1996-08-09 1996-08-09 Pipeline repair and rehabilitation method Expired - Fee Related JP3697525B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21069696A JP3697525B2 (en) 1996-08-09 1996-08-09 Pipeline repair and rehabilitation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21069696A JP3697525B2 (en) 1996-08-09 1996-08-09 Pipeline repair and rehabilitation method

Publications (2)

Publication Number Publication Date
JPH1054495A true JPH1054495A (en) 1998-02-24
JP3697525B2 JP3697525B2 (en) 2005-09-21

Family

ID=16593592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21069696A Expired - Fee Related JP3697525B2 (en) 1996-08-09 1996-08-09 Pipeline repair and rehabilitation method

Country Status (1)

Country Link
JP (1) JP3697525B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020039799A (en) * 2000-11-22 2002-05-30 국천표,오의진 method for manufacturing corrosion-preventing drain channel
JP2016098924A (en) * 2014-11-25 2016-05-30 芦森工業株式会社 Pipe passage and its lining method
CN109291238A (en) * 2018-10-31 2019-02-01 武汉理工大学 A kind of manufacturing method of the double set wear-resistant pipes of compressive pre-stress

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101963137B1 (en) * 2018-07-03 2019-03-28 (주)로터스지이오 Reinforcing method for repairing culvert and pipeline filling concrete with reinforced plate structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020039799A (en) * 2000-11-22 2002-05-30 국천표,오의진 method for manufacturing corrosion-preventing drain channel
JP2016098924A (en) * 2014-11-25 2016-05-30 芦森工業株式会社 Pipe passage and its lining method
CN109291238A (en) * 2018-10-31 2019-02-01 武汉理工大学 A kind of manufacturing method of the double set wear-resistant pipes of compressive pre-stress
CN109291238B (en) * 2018-10-31 2020-07-10 武汉理工大学 Manufacturing method of pre-stress double-sleeve wear-resistant pipe

Also Published As

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