JP4933845B2 - Injection outer tube device - Google Patents

Injection outer tube device Download PDF

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JP4933845B2
JP4933845B2 JP2006164732A JP2006164732A JP4933845B2 JP 4933845 B2 JP4933845 B2 JP 4933845B2 JP 2006164732 A JP2006164732 A JP 2006164732A JP 2006164732 A JP2006164732 A JP 2006164732A JP 4933845 B2 JP4933845 B2 JP 4933845B2
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injection
outer tube
wedge
tube
wedge member
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JP2007332627A (en
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眞一郎 今村
孝行 平野
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Nishimatsu Construction Co Ltd
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Nishimatsu Construction Co Ltd
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Description

本発明は、薬液注入工法に使用する注入外管装置に関する。   The present invention relates to an injection outer tube device used for a chemical solution injection method.

既設基礎構造物の液状化対策や軟弱地盤における基礎杭の耐震補強を目的とした地盤改良工法の一つとして薬液注入工法がある。
薬液注入工法は、地盤中にボーリング等で設置した注入管を通して、ゲルタイム(固まる時間)を数秒から数時間中で調整できる注入材料を注入し、土粒子の間隙を埋めることで、地盤の強度や遮水性を高める工法である。
この薬液注入工法では、対象構造物の近傍において、垂直ボーリングや斜めボーリング、あるいは立坑を構築して水平ボーリングによる薬液注入施工が行われる。
There is a chemical solution injection method as one of the ground improvement methods for the purpose of liquefaction of existing foundation structures and seismic reinforcement of foundation piles in soft ground.
The chemical injection method uses an injection tube installed in the ground, such as by boring, to inject an injection material whose gel time (setting time) can be adjusted within a few seconds to a few hours. It is a construction method that increases water shielding.
In this chemical injection method, chemical injection by horizontal boring is performed in the vicinity of the target structure by constructing vertical boring, oblique boring, or a vertical shaft.

その薬液注入工法の一つとして二重管ダブルパッカー注入工法がある。
二重管ダブルパッカー注入工法は、例えば施工ヤードから地中に向けて垂直、斜めあるいは水平に削孔し、対象地盤中の所定の深度、位置で注入外管を残しておくことで、注入外管の内部に挿入する注入内管から薬液を地盤へ注入する(例えば特許文献1参照)。
One of the chemical solution injection methods is a double pipe double packer injection method.
Double pipe double packer injection method is, for example, drilling vertically, diagonally or horizontally from the construction yard to the ground, leaving the injection outer pipe at a predetermined depth and position in the target ground. A chemical solution is injected into the ground from an injection inner tube inserted into the tube (for example, see Patent Document 1).

ところで、その削孔に用いる削孔管は、ポリエチレン製の削孔外管と可撓性に富む削孔ロッドの二重管で構成されている。その削孔ロッドの先端には切削用ビットが装備されており、所定の位置まで削孔を行った後、削孔ロッドを全て抜管し、削孔外管を介して注入外管を所定の位置に建て込みする。この注入外管建て込み完了後、削孔外管の引き抜き作業時に削孔外管内に泥水を送り、管内抵抗を低減させている。
そして、注入内管からセメントベントナイトを注入し、最後に、薬液の注入作業を行う。
特開平9−143977号公報
By the way, the drilling pipe used for the drilling is constituted by a double pipe of a polyethylene drilling outer pipe and a flexible drilling rod. A cutting bit is provided at the tip of the drilling rod. After drilling to a predetermined position, all the drilling rods are withdrawn, and the outer pipe is inserted into the predetermined position through the outer drilling pipe. Build in. After completion of the injection outer pipe erection, muddy water is sent into the outer drilling pipe at the time of pulling out the outer drilling pipe to reduce the internal resistance.
And cement bentonite is inject | poured from an injection | pouring inner pipe, and the injection | pouring operation | work of a chemical | medical solution is performed finally.
Japanese Patent Laid-Open No. 9-143777

しかし、削孔外管の引き抜き作業時において、削孔外管とともに注入外管が引き抜かれる、いわゆる共上がり現象が発生することがある。実際には、100mm〜1000mm程度の共上がりが高い頻度で生じているのが実状である。
このため、現場では、注入外管を所定の位置に人力で戻すなどして対応しているが、緩い砂地盤の場合では孔壁が崩れることがあり、注入外管を押し戻すことができないこともある。その場合には再削孔となり、余分なコストがかかることが多い。
このように、薬液注入施工やその同種工事では、注入外管の共上がり防止のための有効な方法が確立されていないのが実状である。
However, at the time of pulling out the outer tube, there is a case where a so-called joint rise phenomenon occurs in which the outer tube is pulled out together with the outer tube. Actually, the actual situation is that the co-up of about 100 mm to 1000 mm occurs frequently.
For this reason, in the field, the injection outer tube is manually returned to a predetermined position, etc., but in the case of loose sand ground, the hole wall may collapse, and the injection outer tube may not be pushed back. is there. In that case, it becomes a re-drilling hole, and an extra cost is often required.
As described above, in the chemical solution injection construction and the similar construction, an effective method for preventing the joint outer pipe from rising together has not been established.

本発明の課題は、注入外管の引き抜きを確実に防止することである。   An object of the present invention is to reliably prevent the injection outer tube from being pulled out.

以上の課題を解決するため、請求項1に記載の発明は、地盤中に挿入されて注入材を注入するための注入外管において、前記注入外管の先端部内に挿入される内筒部の先端部に、外周方向に突出動作可能な複数の楔部を有する楔部材を備えることを特徴とする。 In order to solve the above-mentioned problems, the invention according to claim 1 is an injection outer tube that is inserted into the ground and injects an injection material . The front end portion is provided with a wedge member having a plurality of wedge portions capable of projecting in the outer peripheral direction.

さらに、請求項1に記載の発明は、前記楔部材の楔部を先端部側から覆ってその外周方向への突出動作を拘束するキャップを備えることを特徴とする。 Furthermore, the invention described in claim 1 includes a cap that covers the wedge portion of the wedge member from the distal end portion side and restrains the protruding operation in the outer circumferential direction.

請求項に記載の発明は、請求項1に記載の注入外管装置であって、前記楔部は板バネで形成されて前記突出動作方向に常時付勢されていることを特徴とする。 The invention according to claim 2 is the injection outer tube device according to claim 1 , wherein the wedge portion is formed by a leaf spring and is always urged in the protruding operation direction .

請求項に記載の発明は、請求項1または2に記載の注入外管装置であって、前記キャップは、地盤中への前記注入外管の挿入時にガイドとして機能し、かつ、前記注入外管内への注入材の注入により前記注入外管の先端部から離脱することを特徴とする。 The invention according to claim 3 is the injection outer tube device according to claim 1 or 2 , wherein the cap functions as a guide when the injection outer tube is inserted into the ground, and the outer injection device It is characterized in that it is detached from the tip of the injection outer tube by injection of the injection material into the tube.

本発明によれば、地盤中に挿入した注入外管内への注入材の注入により先端部からキャップが離脱して、注入外管先端部内に内筒部が挿入された楔部材の楔部が外周方向に突出動作することで、注入外管の引き抜きを確実に防止できる。
このように、注入外管の引き抜き防止装置を、電動式などの複雑な機構や構造を必要とせずに、簡単な構造でローコストにより製作できる。
また、楔部材は、既存の注入外管の先端部に簡単に付設できる。
According to the present invention, the wedge portion of the wedge member in which the cap is detached from the tip portion by injection of the injection material into the injection outer tube inserted into the ground , and the inner cylinder portion is inserted into the injection outer tube tip portion is provided. By projecting in the outer peripheral direction, it is possible to reliably prevent the injection outer tube from being pulled out.
As described above, the device for preventing the extraction of the injection outer tube can be manufactured with a simple structure and at a low cost without requiring a complicated mechanism or structure such as an electric type.
Further, the wedge member can be easily attached to the tip portion of the existing injection outer tube.

以下、図を参照して本発明を実施するための最良の形態を詳細に説明する。
図1は本発明を適用した一実施形態の構成を示すもので、1は注入外管、11は注入孔、12は逆止弁ゴムスリーブ、2は楔部材、21は内筒部、22は楔部、23は隔壁部、24は逆止弁、3はキャップ、4は注入内管、41は噴出孔、42・43はパッカーゴム(パッカー部)、44は噴出孔である。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
FIG. 1 shows a configuration of an embodiment to which the present invention is applied. 1 is an outer injection tube, 11 is an injection hole, 12 is a check valve rubber sleeve, 2 is a wedge member, 21 is an inner cylinder, and 22 is A wedge part, 23 is a partition part, 24 is a check valve, 3 is a cap, 4 is an injection inner pipe, 41 is an ejection hole, 42 and 43 are packer rubbers (packer part), and 44 is an ejection hole.

図示のように、注入外管1は塩化ビニル製で、注入孔11及び逆止弁ゴムスリーブ12を備えるとともに、先端部に楔部材2及びキャップ3を備えている。
楔部材2は、注入外管1の先端部内に挿入される内筒部21の先端部に、外周方向に突出動作可能な複数の楔部22を一体に有するものである。例えば内筒部21は金属製で特に楔部22は板バネにより形成されて常時突出動作方向に付勢されている。
As shown in the figure, the injection outer tube 1 is made of vinyl chloride, and includes an injection hole 11 and a check valve rubber sleeve 12, and a wedge member 2 and a cap 3 at the tip.
The wedge member 2 integrally has a plurality of wedge portions 22 that can be protruded in the outer peripheral direction at the distal end portion of the inner cylinder portion 21 inserted into the distal end portion of the injection outer tube 1. For example, the inner cylinder portion 21 is made of metal, and in particular, the wedge portion 22 is formed by a leaf spring and is always urged in the protruding operation direction.

そして、楔部材2は、その内筒部21の内部を前後に仕切る隔壁部23を備えている。この隔壁部23の中央部には、注入内管4側からの注入材の流れを許容するが、その反対側の流れを阻止する逆止弁24が備えられている。
キャップ3は、楔部材2の楔部22を先端部側から覆ってその突出動作を阻止するもので、地盤中への注入外管1の建て込み時にガイドとしても機能する。このキャップ3は例えば金属製または樹脂製である。
And the wedge member 2 is provided with the partition part 23 which partitions off the inside of the inner cylinder part 21 back and forth. A central portion of the partition wall 23 is provided with a check valve 24 that allows the flow of the injection material from the injection inner pipe 4 side but prevents the flow on the opposite side.
The cap 3 covers the wedge portion 22 of the wedge member 2 from the distal end side to prevent its protruding operation, and also functions as a guide when the outer injection tube 1 is built into the ground. The cap 3 is made of, for example, metal or resin.

以上の注入外管1の内部に挿入される注入内管4は、セメントベントナイトや薬液等の注入材の噴出孔41を挟んでその前後の位置に、注入材の供給時にその注入材の注入圧により風船のように膨張変形するパッカー部を構成するパッカーゴム42・43を備えている。
そして、注入管4には、前方のパッカーゴム42よりも先端部に噴出孔44が形成されている。
The injection inner tube 4 inserted into the above injection outer tube 1 has an injection pressure of the injection material at the time of supply of the injection material at a position before and after the injection hole 41 of the injection material such as cement bentonite or chemical liquid. Thus, there are provided packer rubbers 42 and 43 constituting a packer part that expands and deforms like a balloon.
The injection tube 4 is formed with an ejection hole 44 at the tip end portion of the front packer rubber 42.

次に、図2は楔部材2の突出作動時を示したもので、地盤中の所定の位置に注入外管1の建て込みを行い、その注入外管1の内部に注入内管4を挿入する。この状態において、注入内管4に高圧水を供給して前方のパッカーゴム42のみを膨張させるとともに先端部の噴出孔44から高圧水を噴出させることで、図示のように、キャップ3を前方に離脱させる。
これにより、楔部材2の楔部22がその板バネの付勢により外周方向に突出動作して地山に貫入する。従って、図示しない削孔外管の引き抜き時において、注入外管1の引き抜きが確実に防止され、注入外管1は所定の位置に固定される。
Next, FIG. 2 shows a state in which the wedge member 2 protrudes, and the injection outer tube 1 is installed at a predetermined position in the ground, and the injection inner tube 4 is inserted into the injection outer tube 1. To do. In this state, the high pressure water is supplied to the injection inner tube 4 to expand only the front packer rubber 42 and the high pressure water is ejected from the ejection hole 44 at the tip portion, so that the cap 3 is moved forward as shown in the figure. Let go.
Thereby, the wedge part 22 of the wedge member 2 protrudes in the outer peripheral direction by the bias of the leaf spring and penetrates into the natural ground. Therefore, at the time of pulling out a drilling outer tube (not shown), the injection outer tube 1 is reliably prevented from being pulled out, and the injection outer tube 1 is fixed at a predetermined position.

このように、注入外管の引き抜き防止装置を、電動式などの複雑な機構や構造を必要とせずに、簡単な構造でローコストにより製作できる。
また、以上の楔部材2は、既存の注入外管の先端部に簡単に付設できる。
As described above, the device for preventing the extraction of the injection outer tube can be manufactured with a simple structure and at a low cost without requiring a complicated mechanism or structure such as an electric type.
Moreover, the above wedge member 2 can be easily attached to the front-end | tip part of the existing injection | pouring outer tube | pipe.

以上において、楔部材2の内筒部21の隔壁部23中央部には逆止弁24が内蔵されており、キャップ3側から注入水が逆流してキャップ3が再び装着されることはない。
ここで、キャップ3は手作業でも容易に離脱できる程度に嵌めておけば良い。また、逆止弁24によって注入水が逆流することはないので、水の供給を続けるとキャップ3の内圧が上がり、キャップ3の離脱がしやすくなる。
なお、楔部材2の楔部22の長さや角度は地山に貫入できれば任意に設定が可能である。また、楔部22の数については、注入外管1の内径に制約を受けるが、可能な範囲で放射状にいくつも設けても良い。
As described above, the check valve 24 is built in the central portion of the partition wall portion 23 of the inner cylinder portion 21 of the wedge member 2 so that the injected water does not flow back from the cap 3 side and the cap 3 is not mounted again.
Here, the cap 3 may be fitted so that it can be easily detached even by manual work. In addition, since the injected water does not flow back by the check valve 24, if the supply of water is continued, the internal pressure of the cap 3 increases and the cap 3 is easily detached.
The length and angle of the wedge portion 22 of the wedge member 2 can be arbitrarily set as long as they can penetrate into the natural ground. Further, the number of wedge portions 22 is restricted by the inner diameter of the outer injection tube 1, but any number of wedge portions 22 may be provided radially as much as possible.

図3は突出作動時の楔部材2の形状例を示したものである。
すなわち、図3(a)に示すように、内筒部21の直径方向延長上に位置する二本の棒状楔部22や、図3(b)に示すように、内筒部21の直交する直径方向延長上に位置する四本の棒状楔部22や、図3(c)に示すように、内筒部21の45度ずつの直径方向延長上に位置する八本の棒状楔部22や、図3(d)に示すように、内筒部21の直交する直径方向延長上に位置する四本の角錐状楔部22の何れを用いても良い。特に、図3(d)のタイプは、貫入時において楔部材2の折損などを防止するために、楔部材2の剛性を上げたものである。
FIG. 3 shows an example of the shape of the wedge member 2 during the protrusion operation.
That is, as shown in FIG. 3A, two rod-like wedge portions 22 positioned on the diametrical extension of the inner cylinder portion 21, and as shown in FIG. 3B, the inner cylinder portion 21 is orthogonal. Four rod-shaped wedge portions 22 positioned on the diametrical extension, as shown in FIG. 3C, eight rod-shaped wedge portions 22 positioned on the diametrical extension of the inner cylinder portion 21 by 45 degrees, As shown in FIG. 3D, any of the four pyramidal wedge portions 22 positioned on the diametrical extension of the inner cylinder portion 21 may be used. In particular, the type shown in FIG. 3D is obtained by increasing the rigidity of the wedge member 2 in order to prevent the wedge member 2 from being broken during penetration.

なお、以上の実施形態の他、具体的な細部構造等について適宜に変更可能であることは勿論である。例えば楔部材の構造や形状や材質も任意に選定可能である。   In addition to the above embodiments, it is needless to say that specific detailed structures and the like can be appropriately changed. For example, the structure, shape, and material of the wedge member can be arbitrarily selected.

本発明を適用した一実施形態の構成を示すもので、注入外管への注入内管の挿入時を示した要部破断側面図である。The structure of one Embodiment to which this invention is applied is shown, and it is the principal part fracture | rupture side view which showed the time of insertion of the injection | pouring inner tube | pipe to the injection | pouring outer tube | pipe. 図1の楔部材の突出作動時を示した要部破断側面図である。It is the principal part fracture | rupture side view which showed the time of protrusion operation | movement of the wedge member of FIG. 図2の突出作動時の楔部材の形状例を示す正面図(a〜d)である。It is a front view (ad) which shows the example of a shape of the wedge member at the time of the protrusion action | operation of FIG.

符号の説明Explanation of symbols

1 注入外管
11 注入孔
12 逆止弁ゴムスリーブ
2 楔部材
21 内筒部
22 楔部
23 隔壁部
24 逆止弁
3 キャップ
4 注入内管
41 噴出孔
42・43 パッカー部
44 噴出孔
DESCRIPTION OF SYMBOLS 1 Injection outer pipe | tube 11 Injection hole 12 Check valve rubber sleeve 2 Wedge member 21 Inner cylinder part 22 Wedge part 23 Partition part 24 Check valve 3 Cap 4 Injection inner pipe 41 Injection hole 42 * 43 Packer part 44 Injection hole

Claims (3)

地盤中に挿入されて注入材を注入するための注入外管において、
前記注入外管の先端部内に挿入される内筒部の先端部に、外周方向に突出動作可能な複数の楔部を有する楔部材を備えるとともに、
前記楔部材の楔部を先端部側から覆ってその外周方向への突出動作を拘束するキャップを備えることを特徴とする記載の注入外管装置。
In the outer injection tube to be injected into the ground and injected with the injection material,
A wedge member having a plurality of wedge portions capable of projecting in the outer peripheral direction is provided at the distal end portion of the inner cylinder portion inserted into the distal end portion of the injection outer tube ,
The injection outer tube device according to claim 1, further comprising a cap that covers the wedge portion of the wedge member from the tip portion side and restrains the protruding operation in the outer circumferential direction .
前記楔部は板バネで形成されて前記突出動作方向に常時付勢されていることを特徴とする請求項1に記載の注入外管装置。 The injection outer tube device according to claim 1, wherein the wedge portion is formed of a leaf spring and is always urged in the protruding operation direction . 前記キャップは、地盤中への前記注入外管の挿入時にガイドとして機能し、かつ、前記注入外管内への注入材の注入により前記注入外管の先端部から離脱することを特徴とする請求項1または2に記載の注入外管装置。 The cap functions as a guide when the injection outer tube is inserted into the ground, and is detached from a distal end portion of the injection outer tube by injection of an injection material into the injection outer tube. 3. The outer injection tube device according to 1 or 2.
JP2006164732A 2006-06-14 2006-06-14 Injection outer tube device Expired - Fee Related JP4933845B2 (en)

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Publication number Priority date Publication date Assignee Title
JPH01131715A (en) * 1987-11-16 1989-05-24 Osaka Bosui Constr Co Ltd Ground improving work by horizontal injection of chemical grout
JP3184754B2 (en) * 1995-11-24 2001-07-09 ライト工業株式会社 Double tube Double packer Injection tube used for injection method

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