JPH10266185A - Method and device for injecting grout - Google Patents

Method and device for injecting grout

Info

Publication number
JPH10266185A
JPH10266185A JP7105897A JP7105897A JPH10266185A JP H10266185 A JPH10266185 A JP H10266185A JP 7105897 A JP7105897 A JP 7105897A JP 7105897 A JP7105897 A JP 7105897A JP H10266185 A JPH10266185 A JP H10266185A
Authority
JP
Japan
Prior art keywords
grout
injection pipe
coating film
discharge port
injection
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
JP7105897A
Other languages
Japanese (ja)
Other versions
JP3351702B2 (en
Inventor
Hideo Shibuichi
市 秀 雄 渋
Takashi Matsui
井 孝 松
Katahito Yahagi
萩 賢 仁 矢
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.)
Nittoc Constructions Co Ltd
Original Assignee
Nittoc Constructions 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 Nittoc Constructions Co Ltd filed Critical Nittoc Constructions Co Ltd
Priority to JP07105897A priority Critical patent/JP3351702B2/en
Publication of JPH10266185A publication Critical patent/JPH10266185A/en
Application granted granted Critical
Publication of JP3351702B2 publication Critical patent/JP3351702B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for infecting a grout, by which a vertical grout vein can be formed simply and surely in the fixed direction and the backflow of the grout can be prevented. SOLUTION: An injection pipe 1 with a plurality of discharge holes is installed, and a covering film 2 formed of an elastic body is mounted on the outside of the injection pipe 1. Vertical slitty discharge openings 6 are formed at places not conformed to the discharge holes of the injection pipe 1 in the covering film 2, lip sections 3 extended to the outside in the radial direction are formed oppositely while holding the vertical slitty discharge openings 6 in the covering film 2, the roots of the lip sections 3 are held by hold-down metal fittings 4, and a grout is discharged from sections among the opposed lip sections 3 through the discharge holes of the injection pipe 1 and the slitty discharge openings 6 of the covering film 2.

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、複数の吐出孔を有
する注入管を設け、その注入管の外側に弾性体で形成さ
れた被覆膜を設け、その被覆膜に縦スリット状の吐出口
を前記注入管の吐出孔と一致しない位置に設け、注入管
を地中に挿入して前記被覆膜の外側に充填材を注入し、
注入管内からグラウトを縦スリット状の吐出口から吐出
するグラウト注入方法および装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an injection pipe having a plurality of discharge holes, a coating film formed of an elastic material provided outside the injection pipe, and a vertical slit-shaped discharge film formed on the coating film. An outlet is provided at a position that does not coincide with the discharge hole of the injection pipe, and a filler is injected into the outside of the coating film by inserting the injection pipe into the ground,
The present invention relates to a grout injection method and apparatus for discharging grout from a vertical slit-shaped discharge port from inside an injection pipe.

【0002】[0002]

【従来の技術】従来、グラウトを注入する装置は種々提
案されており、例えば、本出願人は、特開平7−286
319号公報において、所定方向に鉛直グラウト脈を簡
単確実に形成することを目的として注入外管と、その内
部に設けた吐出孔を有する注入内管と、注入外管の外側
に設けたラバーパイプとで構成したグラウト注入装置に
おいて、ラバーパイプに縦スリットを設け、その縦スリ
ットを吐出孔と一致しない位置になるよう構成したグラ
ウト注入方法および装置を開示している。
2. Description of the Related Art Conventionally, various grouting apparatuses have been proposed. For example, the present applicant has disclosed in Japanese Patent Application Laid-Open No. 7-286.
No. 319, in order to easily and surely form a vertical grout pulse in a predetermined direction, an injecting outer tube, an injecting inner tube having a discharge hole provided therein, and a rubber pipe provided outside the injecting outer tube. A grout injection method and apparatus in which a vertical slit is provided in a rubber pipe and the vertical slit is located at a position that does not coincide with a discharge hole is disclosed in the grout injection apparatus configured as above.

【0003】図4において、注入管1の外側に縦スリッ
ト7を有する弾性体の被覆膜2Aが設けられ、金属バン
ド8を巻付けて保持されている。そして、注入管1に
は、図3および図5に示すように、吐出孔5が千鳥状に
スリット7と一致しない位置に設けられている。
In FIG. 4, an elastic coating film 2A having a vertical slit 7 is provided outside the injection tube 1, and a metal band 8 is wound and held. As shown in FIGS. 3 and 5, the injection pipe 1 is provided with the discharge holes 5 in a staggered position that does not coincide with the slits 7.

【0004】そして、注入管1を地中に挿入し、注入管
1内の図示しない内管からグラウトを注入すると、グラ
ウトは吐出孔5から被覆膜2Aと注入管1との間を通っ
て、スリット7から地盤に注入され、グラウト脈が形成
される。
[0004] When the injection pipe 1 is inserted into the ground and grout is injected from an inner pipe (not shown) in the injection pipe 1, the grout passes through the discharge hole 5 between the coating film 2A and the injection pipe 1. Is injected into the ground through the slit 7 to form grout veins.

【0005】この技術は有効であるが、注入後に縦スリ
ットの一部が開いたままになることがあり、グラウトの
逆流を生じるという問題がある。
Although this technique is effective, there is a problem that a part of the vertical slit may remain open after the injection, which causes a backflow of the grout.

【0006】[0006]

【発明が解決しようとする課題】したがって、本発明
は、所定方向に鉛直グラウト脈を簡単でより確実に形成
することができ、かつグラウトの逆流を防止できるグラ
ウト注入方法および装置を提供することを目的としてい
る。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a grout injection method and apparatus which can form a vertical grout pulse in a predetermined direction simply and more reliably and can prevent backflow of grout. The purpose is.

【0007】[0007]

【課題を解決するための手段】本発明のグラウト注入方
法によれば、複数の吐出孔を有する注入管を設け、その
注入管の外側に弾性体で形成された被覆膜を設け、その
被覆膜に縦スリット状の吐出口を前記注入管の吐出孔と
一致しない位置に設け、注入管を地中に挿入して前記被
覆膜の外側に充填材を注入し、前記注入管内からグラウ
トを縦スリット状の吐出口から吐出するグラウト注入方
法において、前記被覆膜の縦スリット状の吐出口を挟み
両側に半径方向外方に延びるリップ部を対向して設け、
そのリップ部の根元を押さえ金具で保持し、グラウトを
注入管の吐出孔、被覆膜のスリット状吐出口を通って対
抗するリップ部の間から吐出する。
According to the grout injection method of the present invention, an injection pipe having a plurality of discharge holes is provided, a coating film made of an elastic material is provided outside the injection pipe, and the coating is formed. A vertical slit-shaped discharge port is provided in the covering film at a position that does not coincide with the discharge hole of the injection pipe, the injection pipe is inserted into the ground to inject a filler outside the coating film, and grouting is performed from inside the injection pipe. In the grout injection method of discharging from the vertical slit-shaped discharge port, lip portions extending radially outward on both sides of the longitudinal slit-shaped discharge port of the coating film are provided facing each other,
The base of the lip is held by a holding metal, and the grout is discharged from between the opposing lips through the discharge hole of the injection pipe and the slit-shaped discharge port of the coating film.

【0008】また、本発明のグラウト注入装置によれ
ば、複数の吐出孔を有する注入管を設け、その注入管の
外側に弾性体で形成された被覆膜を設け、その被覆膜に
縦スリット状の吐出口を前記注入管の吐出孔と一致しな
い位置に設け、注入管を地中に挿入して前記被覆膜の外
側に充填材を注入し、注入管内からグラウトを縦スリッ
ト状の吐出口から吐出するグラウト注入装置において、
前記被覆膜の縦スリット状の吐出口を挟み両側に半径方
向外方に延びるリップ部を対向して設け、そのリップ部
の根元を押さえ金具で保持している。
Further, according to the grout injection apparatus of the present invention, an injection pipe having a plurality of discharge holes is provided, and a coating film made of an elastic body is provided outside the injection pipe, and the coating film is formed vertically. A slit-shaped discharge port is provided at a position that does not coincide with the discharge hole of the injection pipe, the injection pipe is inserted into the ground to inject the filler outside the coating film, and the grout is formed into a vertical slit from the injection pipe. In the grout injection device discharged from the discharge port,
A lip portion extending radially outward is provided on both sides of the vertical slit-shaped discharge port of the coating film so as to face each other, and the base of the lip portion is held by a holding metal fitting.

【0009】したがって、本発明のグラウト注入によれ
ば、まず、注入管を地中に挿入し、注入しようとする方
向に縦スリット状の吐出口を向け、その周囲に充填材を
充填して固定する。そして、注入管にグラウトを注入す
ると、グラウトは吐出孔から注入管と被覆膜との間に入
り、スリット状の吐出口からリップ部で方向付けされて
周囲の充填材を貫通し、地盤に注入されて縦のグラウト
脈が形成される。注入が終了すると外圧でリップ部は閉
じて逆流は防止される。
Therefore, according to the grout injection of the present invention, first, the injection pipe is inserted into the ground, the vertical slit-shaped discharge port is directed in the direction to be injected, and the surrounding area is filled with the filler and fixed. I do. Then, when grout is injected into the injection pipe, the grout enters between the injection pipe and the coating film from the discharge hole, is directed at the lip portion from the slit-shaped discharge port, penetrates the surrounding filler, and enters the ground. Injected to form vertical grout veins. When the injection is completed, the lip is closed by the external pressure, and backflow is prevented.

【0010】[0010]

【発明の実施の形態】以下、図面を参照して本発明の実
施形態を説明する。図1および図2において、注入管1
の外側に弾性体で形成された被覆膜2が設けられてい
る。そして、被覆膜2には、鉛直方向に延びるスリット
状の吐出口6が外周の所定方向に向け(図示の例では1
80度の対向方向の2か所)設けられ、そのスリット状
の吐出口6を挟んでその両側に半径方向外方に延びるリ
ップ部3が対向して設けられている。
Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1 and FIG.
Is provided with a coating film 2 formed of an elastic body outside the substrate. A slit-like discharge port 6 extending in the vertical direction is directed to a predetermined direction on the outer periphery of the coating film 2 (in the illustrated example, 1.
The two lip portions 3 are provided opposite to each other with the slit-shaped discharge port 6 interposed therebetween and extend outward in the radial direction.

【0011】一方、注入管1には、図3に示すように複
数の吐出孔5が前記スリット状の吐出口6の位置(鎖線
Lで示す)と一致しないよう千鳥状に設けられている。
On the other hand, as shown in FIG. 3, a plurality of discharge holes 5 are provided in the injection pipe 1 in a staggered manner so as not to coincide with the position of the slit-like discharge port 6 (indicated by a chain line L).

【0012】そして、リップ部3の根元には軸方向に延
びる押え金具4が取付けられ、リップ部3が保持されて
いる。
[0013] At the base of the lip 3, a holding member 4 extending in the axial direction is attached, and the lip 3 is held.

【0013】グラウト注入方法の手順を説明すると、ま
ず、注入管1を挿入する孔Eを掘削し、被覆膜2で覆わ
れた注入管1を挿入する。そして、注入しようとする方
向に吐出口6を向け、注入管1の外周部分に充填材Jを
充填して固定する。次に、注入管1内の図示しない内管
からグラウトを注入すると、グラウトは注入管1の吐出
孔5から注入管1と被覆膜2との間を通り、被覆膜2の
スリット状の吐出口6から吐出される。この際、リップ
部3で方向付けされて充填材Jを貫通し、地盤内に注入
され、鉛直方向のグラウト脈が形成される。
The procedure of the grout injection method will be described. First, a hole E into which the injection pipe 1 is inserted is excavated, and the injection pipe 1 covered with the coating film 2 is inserted. Then, the discharge port 6 is directed in the direction to be injected, and the outer peripheral portion of the injection pipe 1 is filled with the filler J and fixed. Next, when grout is injected from an inner pipe (not shown) in the injection pipe 1, the grout passes between the injection pipe 1 and the coating film 2 from the discharge hole 5 of the injection pipe 1, and has a slit-like shape of the coating film 2. It is discharged from the discharge port 6. At this time, it is directed at the lip portion 3, penetrates the filler J, is injected into the ground, and a vertical grout pulse is formed.

【0014】一方、注入が終了して注入管1内の圧力が
下がっても、リップ部3が外圧で閉じて逆流を生じるこ
とがない。
On the other hand, even if the injection is completed and the pressure in the injection pipe 1 is reduced, the lip portion 3 does not close due to the external pressure and does not flow backward.

【0015】[0015]

【発明の効果】本発明は、以上説明したように構成され
ているので、地中に挿入された注入管から所定方向に、
鉛直グラウト脈を簡単でより確実に形成することがで
き、かつグラウトの逆流を防止することができる。
According to the present invention, as described above, the injection pipe inserted into the ground can be moved in a predetermined direction.
The vertical grout vein can be formed simply and more reliably, and the backflow of the grout can be prevented.

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

【図1】本発明の注入装置を示す斜視図。FIG. 1 is a perspective view showing an injection device of the present invention.

【図2】図1の断面図。FIG. 2 is a sectional view of FIG.

【図3】注入管を示す斜視図。FIG. 3 is a perspective view showing an injection tube.

【図4】従来の注入装置を示す斜視図。FIG. 4 is a perspective view showing a conventional injection device.

【図5】図4の断面図。FIG. 5 is a sectional view of FIG. 4;

【符号の説明】[Explanation of symbols]

1・・・注入管 2・・・被覆膜 3・・・リップ部 4・・・押え金具 5・・・吐出孔 6、7・・・スリット状の吐出口 8・・・金属バンド DESCRIPTION OF SYMBOLS 1 ... Injection pipe 2 ... Coating film 3 ... Lip part 4 ... Holder 5 ... Discharge hole 6, 7 ... Slit-like discharge port 8 ... Metal band

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成9年5月27日[Submission date] May 27, 1997

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】特許請求の範囲[Correction target item name] Claims

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【特許請求の範囲】[Claims]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0007[Correction target item name] 0007

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0007】[0007]

【課題を解決するための手段】本発明によれば、複数の
吐出孔を有する注入管を設け、その注入管の外側に弾性
体で形成された被覆膜を設け、その被覆膜に縦スリット
状の吐出口を前記注入管の吐出孔と一致しない位置に設
け、注入管を地中に挿入して前記被覆膜の外側に充填材
を注入して注入管を固定し、前記注入管内からグラウト
を縦スリット状の吐出口から吐出するグラウト注入方法
において、前記被覆膜の縦スリット状の吐出口を挟み両
側に半径方向外方に延びるリップ部を対向して設け、そ
のリップ部の根元を押さえ金具で保持し、グラウトを注
入管の吐出孔から被覆膜のスリット状の吐出口を通って
対向するリップ部の間から吐出させ、リップ部で方向付
けられたグラウトが充填材を貫通し、鉛直方向のグラウ
ト脈が形成され、注入作業が終了するとリップ部が外圧
で閉じて逆流を防止するようになっている。
According to the present invention, an injection pipe having a plurality of discharge holes is provided, and a coating film made of an elastic material is provided outside the injection pipe, and the coating film is formed vertically. A slit-shaped discharge port is provided at a position that does not coincide with the discharge hole of the injection pipe, the injection pipe is inserted into the ground, a filler is injected outside the coating film, and the injection pipe is fixed. In a grout injection method of discharging grout from a vertical slit-shaped discharge port, lip portions extending radially outward on both sides of the vertical slit-shaped discharge port of the coating film are provided to face each other, and the lip portion Hold the root with a holding metal, and discharge grout from the discharge hole of the injection pipe through the slit-shaped discharge port of the coating film from between the opposing lip parts, and the grout oriented at the lip part fills the filler. Penetrate, vertical grout veins are formed, Lip when input operation is completed is adapted to prevent backflow by closing in external pressure.

【手続補正3】[Procedure amendment 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0008[Correction target item name] 0008

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0008】さらに本発明によれば、複数の吐出孔を有
する注入管を設け、その注入管の外側に弾性体で形成さ
れた被覆膜を設け、その被覆膜に縦スリット状の吐出口
を前記注入管の吐出孔と一致しない位置に設け、注入管
を地中に挿入して前記被覆膜の外側に充填材を注入して
注入管を固定し、注入管内からグラウトを縦スリット状
の吐出口から吐出するグラウト注入装置において、前記
被覆膜の縦スリット状の吐出口を挟み両側に半径方向外
方に延びるリップ部を対向して設け、そのリップ部の根
元を保持する押さえ金具を設けてある。
Further, according to the present invention, an injection pipe having a plurality of discharge holes is provided, and a coating film formed of an elastic body is provided outside the injection pipe, and the coating film has a vertically slit-shaped discharge port. Is provided at a position that does not coincide with the discharge hole of the injection pipe, the injection pipe is inserted into the ground, a filler is injected outside the coating film, the injection pipe is fixed, and grout is vertically slit from the inside of the injection pipe. A grout injection device for discharging from a discharge port of the above, wherein lip portions extending radially outwardly are provided on both sides of the vertical slit-shaped discharge port of the coating film so as to face each other, and a holding metal fitting for holding the base of the lip portion Is provided.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数の吐出孔を有する注入管を設け、そ
の注入管の外側に弾性体で形成された被覆膜を設け、そ
の被覆膜に縦スリット状の吐出口を前記注入管の吐出孔
と一致しない位置に設け、注入管を地中に挿入して前記
被覆膜の外側に充填材を注入し、前記注入管内からグラ
ウトを縦スリット状の吐出口から吐出するグラウト注入
方法において、前記被覆膜の縦スリット状の吐出口を挟
み両側に半径方向外方に延びるリップ部を対向して設
け、そのリップ部の根元を押さえ金具で保持し、グラウ
トを注入管の吐出孔から被覆膜のスリット状の吐出口を
通って対向するリップ部の間から吐出するグラウト注入
方法。
An injection pipe having a plurality of discharge holes is provided, a coating film formed of an elastic body is provided outside the injection pipe, and a vertical slit-shaped discharge port is formed in the coating film. A grout injection method in which a filler is provided at a position not coinciding with the discharge hole, a filler is inserted into the ground by injecting a filler into the outside of the coating film, and grout is discharged from the vertical slit-shaped discharge port from within the filler pipe. A lip portion extending radially outward is provided on both sides of the coating film in such a manner as to face the longitudinal slit-shaped discharge port, and the base of the lip portion is held by a holding metal fitting, and grout is discharged from the discharge hole of the injection pipe. A grout injection method of discharging from between lip portions facing each other through a slit-shaped discharge port of the coating film.
【請求項2】 複数の吐出孔を有する注入管を設け、そ
の注入管の外側に弾性体で形成された被覆膜を設け、そ
の被覆膜に縦スリット状の吐出口を前記注入管の吐出孔
と一致しない位置に設け、注入管を地中に挿入して前記
被覆膜の外側に充填材を注入し、注入管内からグラウト
を縦スリット状の吐出口から吐出するグラウト注入装置
において、前記被覆膜の縦スリット状の吐出口を挟み両
側に半径方向外方に延びるリップ部を対向して設け、そ
のリップ部の根元を押さえ金具で保持したことを特徴と
するグラウト注入装置。
2. An injection pipe having a plurality of discharge holes is provided, a coating film formed of an elastic body is provided outside the injection pipe, and a vertical slit-shaped discharge port is formed in the coating film. In a grout injection device that is provided at a position that does not coincide with the discharge hole, inserts an injection pipe into the ground to inject the filler outside the coating film, and discharges grout from the vertical slit-shaped discharge port from within the injection pipe. A grout injection apparatus characterized in that lip portions extending radially outward are provided on both sides of the coating film in such a manner as to face each other with a vertically slit-shaped discharge port therebetween, and a base of the lip portion is held by a holding metal fitting.
JP07105897A 1997-03-25 1997-03-25 Grout injection method and apparatus Expired - Fee Related JP3351702B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07105897A JP3351702B2 (en) 1997-03-25 1997-03-25 Grout injection method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07105897A JP3351702B2 (en) 1997-03-25 1997-03-25 Grout injection method and apparatus

Publications (2)

Publication Number Publication Date
JPH10266185A true JPH10266185A (en) 1998-10-06
JP3351702B2 JP3351702B2 (en) 2002-12-03

Family

ID=13449551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07105897A Expired - Fee Related JP3351702B2 (en) 1997-03-25 1997-03-25 Grout injection method and apparatus

Country Status (1)

Country Link
JP (1) JP3351702B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020075113A (en) * 2001-03-23 2002-10-04 박환수 injection pipe for preventing form ground leakage and manufacturing process of pipe
JP2005314940A (en) * 2004-04-28 2005-11-10 Kyokado Eng Co Ltd Chemical grouting device
JP2013241812A (en) * 2012-05-23 2013-12-05 Nittoc Constr Co Ltd Grouting device and grouting method
JP2014234671A (en) * 2013-06-04 2014-12-15 日特建設株式会社 Ground injection device
JP5942161B1 (en) * 2015-08-19 2016-06-29 強化土株式会社 Ground injection method and ground injection device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020075113A (en) * 2001-03-23 2002-10-04 박환수 injection pipe for preventing form ground leakage and manufacturing process of pipe
JP2005314940A (en) * 2004-04-28 2005-11-10 Kyokado Eng Co Ltd Chemical grouting device
JP2013241812A (en) * 2012-05-23 2013-12-05 Nittoc Constr Co Ltd Grouting device and grouting method
JP2014234671A (en) * 2013-06-04 2014-12-15 日特建設株式会社 Ground injection device
JP5942161B1 (en) * 2015-08-19 2016-06-29 強化土株式会社 Ground injection method and ground injection device
JP2017040079A (en) * 2015-08-19 2017-02-23 強化土株式会社 Soil injection method and soil injection device

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