JP2683879B2 - Double tube rod loose injection device and loose injection method - Google Patents

Double tube rod loose injection device and loose injection method

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Publication number
JP2683879B2
JP2683879B2 JP31175994A JP31175994A JP2683879B2 JP 2683879 B2 JP2683879 B2 JP 2683879B2 JP 31175994 A JP31175994 A JP 31175994A JP 31175994 A JP31175994 A JP 31175994A JP 2683879 B2 JP2683879 B2 JP 2683879B2
Authority
JP
Japan
Prior art keywords
pipe
tube
rod
double
tip
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.)
Expired - Fee Related
Application number
JP31175994A
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Japanese (ja)
Other versions
JPH08165638A (en
Inventor
康雄 宮崎
明 神出
裕久 谷室
Original Assignee
株式会社大阪防水建設社
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 株式会社大阪防水建設社 filed Critical 株式会社大阪防水建設社
Priority to JP31175994A priority Critical patent/JP2683879B2/en
Publication of JPH08165638A publication Critical patent/JPH08165638A/en
Application granted granted Critical
Publication of JP2683879B2 publication Critical patent/JP2683879B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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2重管ロッド緩結注入装
置及び緩結注入工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double pipe rod loose injection device and a loose injection method.

【0002】[0002]

【従来技術とその問題点】2重管ロッドを用いて注入範
囲まで削孔し、次いで該ロッドを注入管として緩結注入
を行う場合は、緩結注入を直接行うと、注入された緩結
性注入剤が上記ロッドの外周部の周隙を通って地上に向
け逃げるので、最初に瞬結性注入剤を注入してグラウト
パッカーを形成し、次いで緩結性注入剤の注入を行うと
いう、所謂複合注入が必要になる。このような瞬結性注
入剤の注入工程は操作並びに装置を複雑化し、好ましく
ない。
2. Description of the Related Art When drilling to an injection range using a double-tube rod and then performing loose injection using the rod as an injection tube, if the slow injection is performed directly, the injected slow injection will occur. Since the injectable injection escapes toward the ground through the circumferential gap of the outer periphery of the rod, first, the quick-injection injection is injected to form the grout packer, and then the slow-injection injection is performed. So-called compound injection is required. Such a process of injecting the quick-setting injecting agent complicates the operation and the apparatus and is not preferable.

【0003】また従来では削孔を2重管ロッドを用いて
行っているが、これでは削孔の進行につれ内外管ともに
ネジ継ぎして行かなければならず、手間がかかり作業時
間のロスが大きい。
Conventionally, a double pipe rod is used for drilling, but with this, as the drilling progresses, both the inner and outer pipes must be screwed together, which is troublesome and a large loss of work time is required. .

【0004】また削孔時には、通常2重管ロッドに回転
と打撃が与えられるが、これらは内,外管ともに伝わる
ので、内外管として高強度のものを使用しなければなら
ず、高重量となり使用取扱いに不便であった。
Further, during drilling, the double pipe rod is usually rotated and hit, but since these are transmitted to both the inner and outer pipes, it is necessary to use high-strength inner and outer pipes, which results in high weight. It was inconvenient to use and handle.

【0005】本発明はこのような従来の問題点を一掃す
ることを目的としてなされたものである。
[0005] The present invention has been made to solve such a conventional problem.

【0006】[0006]

【問題点を解決するための手段】本発明は緩結性注入剤
を注入するための2重管ロッドを具備し、2重管ロッド
は先端に先端装置部を一体に備えた外管と、外管に対し
取外し可能に挿着結合される内管とから構成され、内管
は先端閉塞で先端部の側部に側孔を備え、先端装置部に
は、装置中心部において管軸方向に開通する第1吐出通
路と、装置中心部より外れた位置において管軸方向に開
通する第2吐出通路と、外管の外周面と略々面一となる
ように先端装置部の外周部に備えられた管半径方向に拡
縮自在なパッカー部と、該パッカー部内を2重管ロッド
の内管内に連通させるための連絡通路とを備え、第1吐
出通路の上部は、内管の先部と取外し自在に挿着結合可
能な差込み部を構成し、第1吐出通路の差込み部の下方
に、外管が単管のときは、上記連絡通路を閉じる第1位
置を保持し、内,外管から2重管ロッドを構成した時は
内管により第1位置からその下方の第2位置まで保持バ
ネに抗し押し下げられ、この第2位置で内管内をその下
端部の側孔を介し連絡通路に連通させる筒状弁体が装入
設置され、第1及び第2吐出通路内には、それぞれ個別
に又は共通の逆止弁が備えられている、ことを特徴とす
る2重管ロッド緩結注入装置に係る。
SUMMARY OF THE INVENTION The present invention comprises a double tube rod for injecting a loose injection agent, the double tube rod having an outer tube integrally provided with a tip device portion at its tip, The inner tube is detachably inserted into and coupled to the outer tube, and the inner tube is provided with a side hole at a side portion of the tip portion with the tip closed, and the tip device unit is provided with a pipe axial direction in a central portion of the device. A first discharge passage that opens, a second discharge passage that opens in the pipe axis direction at a position deviated from the central portion of the device, and an outer peripheral portion of the tip device portion that is substantially flush with the outer peripheral surface of the outer pipe. And a connecting passage for communicating the inside of the packer portion with the inner pipe of the double pipe rod, and the upper portion of the first discharge passage is detachable from the tip of the inner pipe. The insertion portion that can be freely inserted and connected is configured, and the outer pipe is a single pipe below the insertion portion of the first discharge passage. When the double tube rod is constructed from the inner and outer tubes, the inner tube is pushed down from the first position to the second position below it by holding the first position to close the communication passage. At this second position, a cylindrical valve body is provided which is installed so as to communicate the inside of the inner pipe with the communication passage through the side hole at the lower end thereof, and the first and second discharge passages are individually or commonly equipped with a reverse valve. The double tube rod loose injection device characterized in that a stop valve is provided.

【0007】さらに本発明は請求項1記載の装置を用い
て緩結注入を行う工法であって、2重管ロッドを構成し
ている内,外管のうち、外管のみを用いて削孔を行う工
程と削孔後に外管内に内管を挿着結合して2重管ロッド
を構成する工程とを含み、2重管ロッドを構成した後に
内管内からその下端部の側孔及び該側孔に筒状弁体を介
し連通する連絡通路を経てパッカー部内に加圧流体を供
給し、該パッカー部を管半径方向に膨脹させて外管周り
をシールし、次いで内外管の間から第2吐出通路を通じ
地盤内に緩結性注入剤を注入することを特徴とする緩結
注入工法に係る。
Furthermore, the present invention is a method for performing slow injection using the apparatus according to claim 1, wherein only the outer tube of the inner and outer tubes forming the double tube rod is used for drilling. And forming a double pipe rod by inserting and connecting an inner pipe into the outer pipe after drilling, and after forming the double pipe rod, from the inside of the inner pipe to the side hole at the lower end and the side. A pressurized fluid is supplied to the inside of the packer portion through a communication passage communicating with the hole through the tubular valve body, the packer portion is expanded in the pipe radial direction to seal around the outer pipe, and then the second pipe is inserted between the inner and outer pipes. The present invention relates to a loose-filling injection method characterized by injecting a loose-filling injection agent into the ground through a discharge passage.

【0008】[0008]

【実施例】以下に本発明の一実施例を添付図面にもとづ
き説明すると次の通りである。
An embodiment of the present invention will be described below with reference to the accompanying drawings.

【0009】本発明装置において、2重管ロッド1は図
1の分解図に示すように、外管3と、該外管3に対し取
外し可能に挿着結合される内管2とから構成されてい
る。
In the apparatus of the present invention, the double tube rod 1 is composed of an outer tube 3 and an inner tube 2 which is detachably inserted and connected to the outer tube 3, as shown in the exploded view of FIG. ing.

【0010】内管2は先端が閉塞され、先端部の側部に
側孔16(図3参照)を備えている。
The inner tube 2 is closed at its tip and is provided with a side hole 16 (see FIG. 3) at the side of the tip.

【0011】外管3は先端に先端装置部4を一体に備え
ている。
The outer tube 3 is integrally provided with a tip device portion 4 at its tip.

【0012】先端装置部4は、図2に示すように上部の
外周ねじ部5において外管3の下端部の内周ねじ部6に
螺入結合されている。
As shown in FIG. 2, the tip device portion 4 is screwed and coupled to the inner peripheral thread portion 6 at the lower end portion of the outer tube 3 at the outer peripheral thread portion 5 at the upper portion.

【0013】先端装置部4には、その中心部で管軸方向
に開通する第1吐出通路7と、その中心部より外れた位
置で管軸方向に開通する少なくとも1本、例えば3本
(図4参照)の第2吐出通路8と、外管3の外周面と略
々面一となるように先端装置部4の外周部に嵌装されて
いて連絡通路9を通じ給排される加圧流体により管半径
方向に拡縮されるパッカー部10とが備えられている。
The tip device portion 4 has a first discharge passage 7 which is opened in the tube axis direction at the center thereof, and at least one, for example three, which is opened in the tube axis direction at a position deviated from the center portion. 4) of the second discharge passage 8 and the outer peripheral surface of the outer tube 3 are fitted to the outer peripheral portion of the tip device portion 4 so as to be substantially flush with the pressurized fluid to be supplied and discharged through the communication passage 9. And a packer portion 10 that expands and contracts in the radial direction of the pipe.

【0014】第1吐出通路7の上部は、内管2の先部と
取外し可能に挿着結合される差込み部11を構成し、図
3には挿着結合手段として内,外周ねじ部12a,12
bからなるねじ結合手段が示されているが、その他凹凸
の弾性嵌合による結合手段を適用してもよい。
The upper portion of the first discharge passage 7 constitutes an insertion portion 11 which is detachably inserted and joined to the tip portion of the inner tube 2, and in FIG. 3, inner and outer peripheral threaded portions 12a are formed as insertion and joining means. 12
Although the screw coupling means consisting of b is shown, other coupling means by elastic fitting of unevenness may be applied.

【0015】第1吐出通路7の差込み部11の下方に、
側部に弁孔14を有する筒状弁体13が装入設置されて
いる。
Below the insertion portion 11 of the first discharge passage 7,
A cylindrical valve body 13 having a valve hole 14 on the side is installed.

【0016】筒状弁体13は図2に示すように外管3が
単管の状態においては、保持バネ15により上動限界の
第1位置を保持している。
As shown in FIG. 2, the tubular valve element 13 is held at the upper limit of the first position by the holding spring 15 when the outer tube 3 is a single tube.

【0017】筒状弁体13が第1位置を保持している時
は図2から明らかなように弁孔14と連絡通路9との位
置が上下にずれており、もって連絡通路9は弁体13に
より閉じられている。また弁体13は筒状であるので、
第1吐出通路7は管軸方向に開通した状態、即ち削孔水
の供給が可能な状態を保持している。
When the tubular valve body 13 holds the first position, the position of the valve hole 14 and the communication passage 9 are vertically displaced as apparent from FIG. It is closed by 13. Further, since the valve body 13 is tubular,
The first discharge passage 7 maintains a state in which it is opened in the pipe axis direction, that is, a state in which drilling water can be supplied.

【0018】一方外管3内に内管2を挿着結合し2重管
ロッド1を構成した状態においては、図3に示すように
弁体13は内管2により保持バネ15に抗し下方へ押し
下げられ、第1位置より下方の第2位置を保持してい
る。
On the other hand, in the state where the inner pipe 2 is inserted and connected in the outer pipe 3 to form the double pipe rod 1, the valve body 13 is lowered by the inner pipe 2 against the holding spring 15 as shown in FIG. And is held in a second position below the first position.

【0019】弁体13が第2位置を保持している時は、
図3から明らかなように、内管2の下端部の側孔16,
弁孔14及び連絡通路9の上下位置が一致し、もって内
管2内はパッカー10内に連通され、内管2を通じて給
排される加圧流体例えば水などの非圧縮系流体によるパ
ッカー10の拡縮操作が可能な状態にある。また内管2
の先端は閉塞されているので、第1吐出通路7は内管2
により閉じられる。よって2重管ロッド1を構成した後
は、第1吐出通路7はもっぱらパッカー部10の拡縮操
作のみに利用される。
When the valve body 13 holds the second position,
As is apparent from FIG. 3, the side holes 16 at the lower end of the inner pipe 2,
The upper and lower positions of the valve hole 14 and the communication passage 9 are aligned with each other, so that the inside of the inner tube 2 is communicated with the inside of the packer 10 and the pressurized fluid supplied and discharged through the inner tube 2 such as a non-compressed fluid such as water causes the packer 10 to move. The scaling operation is possible. Inner tube 2
Since the tip end of the inner pipe 2 is closed,
Closed by Therefore, after the double tube rod 1 is constructed, the first discharge passage 7 is used exclusively for the expansion / contraction operation of the packer unit 10.

【0020】側孔16、弁孔14及び連絡通路9が上下
位置を一致する限り管周りの方向に位置がずれても尚連
通状態を保持できるようにするために、弁孔14の内,
外両側に周溝14a,14bが形成されている。
As long as the side hole 16, the valve hole 14 and the communication passage 9 are vertically aligned, even if the positions are displaced in the direction around the pipe, the communicating state is still maintained in the valve hole 14,
Circumferential grooves 14a and 14b are formed on both outer sides.

【0021】第1吐出通路7と第2吐出通路8とは先端
装置部4の下部において集合し、集合通路17内に逆止
弁18が装入されている。
The first discharge passage 7 and the second discharge passage 8 are gathered together in the lower portion of the tip device portion 4, and a check valve 18 is installed in the gathering passage 17.

【0022】逆止弁18としてボール弁18aと該弁1
8aを下方側から常時閉じる方向に付勢するバネ18b
とからなる構成のものを示したが、他の構成のものであ
ってもよい。
The check valve 18 includes a ball valve 18a and the valve 1a.
A spring 18b for urging 8a from the lower side in a direction to always close it.
Although the configuration of and is shown, other configurations may be used.

【0023】先端装置部4の先端部には、先端ビット
9が例えば螺着手段を適用して固着され、該先端ビット
19には、上記集合通路17に連通する吐出口19aが
斜め外方に傾斜して例えば4個所(図5参照)に形成さ
れ、これら吐出口19a…は先端ビット19の下面に開
口している。先端ビット19の外周部には、刃先19b
が管周りの方向に適当な間隔を存して複数個所に取り付
け固定されている。
A tip bit 1 is provided at the tip of the tip device section 4.
9 is fixed by applying, for example, a screwing means, and discharge ports 19a communicating with the collecting passage 17 are formed in the tip bit 19 at four positions (see FIG. 5) inclined obliquely outward, The discharge ports 19a ... Are opened on the lower surface of the tip bit 19. The cutting edge 19b is provided on the outer peripheral portion of the tip bit 19.
Are attached and fixed to a plurality of places at appropriate intervals in the direction around the pipe.

【0024】外管3は定尺管3aと該低尺管3aを順次
接合するための短管状のジョイント金具3bとから構成
されている。
The outer tube 3 is composed of a fixed length tube 3a and a short tubular joint fitting 3b for sequentially joining the low length tubes 3a.

【0025】外管3は削孔時に回転と打撃を受ける部分
であり、従来品と同様に高強度例えば比較的肉厚の鋼管
が用いられる。
The outer pipe 3 is a portion which is subjected to rotation and impact during drilling, and a steel pipe having high strength, for example, a relatively thick wall, is used like the conventional product.

【0026】内管2は外管3と同様に定尺管2aと該定
尺管2aを順次接合するための短管状のジョイント金具
2bとから構成され、削孔後に、2重管ロッド1を構成
するために外管2内に挿入され、図3に示すように、そ
の先端部に於いて、先端装置部4の中心の第1吐出通路
(図2参照)内に挿着結合されている。
Like the outer tube 3, the inner tube 2 is composed of a fixed-length tube 2a and a short tubular joint fitting 2b for sequentially joining the fixed-length tube 2a. After drilling, the double-tube rod 1 is attached. It is inserted into the outer tube 2 for construction, and as shown in FIG. 3 , at its tip end, it is inserted and coupled in the first discharge passage 7 (see FIG. 2) at the center of the tip end device portion 4 . There is.

【0027】内管2は削孔後に外管3内に挿入され2重
管ロッド1を構成するので削孔時に回転と打撃を受ける
従来装置の内管と異なり、高強度は特に必要でなく、例
えばプラスチック管で十分耐用可能である。
Since the inner pipe 2 is inserted into the outer pipe 3 after drilling to form the double pipe rod 1, unlike the conventional inner pipe which is rotated and hit during drilling, high strength is not particularly required. For example, a plastic tube is sufficiently durable.

【0028】第2吐出通路8…は第1吐出通路7と集合
させることなしに、単独で先端ピット19の下面に開口
されていてもよい。この場合には、第2吐出通路8…の
それぞれに逆止弁が備えられる。
The second discharge passages 8 may be independently opened on the lower surface of the tip pit 19 without being combined with the first discharge passages 7. In this case, a check valve is provided in each of the second discharge passages 8.

【0029】本発明装置による緩結注入工法の一実施状
況が図6(イ)〜(ヘ)に工程順に概略的に示されてい
る。
One implementation situation of the slow injection molding method by the device of the present invention is schematically shown in FIGS. 6 (a) to 6 (f) in the order of steps.

【0030】図6(イ)は削孔工程の状況を示し、削孔
は外管2単独で行われる。
FIG. 6A shows the situation of the drilling process, in which drilling is performed by the outer tube 2 alone.

【0031】削孔工程においては、図7に示すように、
外管3の最上段定尺管3aの上端に削孔用スイベル20
がジョイント金具3bを介し取り付け固定される。
In the drilling step, as shown in FIG.
The swivel 20 for drilling is provided on the upper end of the uppermost fixed length tube 3a of the outer tube 3.
Is fixedly attached through the joint metal fitting 3b.

【0032】削孔用スイベル20は外管3の上端にジョ
イント金具3bを介し同軸状に接続された上端閉鎖の固
定管状部材21と、該管状部材21の外周面側に軸線周
りの方向に定位置で回動し得るように備えられた摺動環
22とを備え、摺動環22に付設された削孔水の供給口
23は、該供給口23と一致するように摺動環22に形
成された第1通孔24、該通孔24に連通するように摺
動環22の内周面に形成された周溝25、該周溝25内
に開口するように固定管状部材21に形成された第2通
孔26を介し外管3内に連通されている。固定管状部材
21の上端には、常法通り外管3に対し回転と打撃を与
える打撃回転付与装置(図示せず)との接続部27が設
けられている。
The drilling swivel 20 has a fixed tubular member 21 which is coaxially connected to the upper end of the outer tube 3 via a joint metal fitting 3b and has a fixed upper end closed tubular member 21, which is fixed to the outer peripheral surface side of the tubular member 21 in the direction around the axis. And a slide ring 22 provided so as to be rotatable at a position, and a drilling water supply port 23 attached to the slide ring 22 is attached to the slide ring 22 so as to coincide with the supply port 23. The first through hole 24 formed, the peripheral groove 25 formed on the inner peripheral surface of the sliding ring 22 so as to communicate with the through hole 24, and the fixed tubular member 21 formed so as to open in the peripheral groove 25. The outer pipe 3 is communicated with the second through hole 26. At the upper end of the fixed tubular member 21, there is provided a connecting portion 27 for connecting with a percussion rotation imparting device (not shown) for imparting rotation and percussion to the outer tube 3 in a usual manner.

【0033】このような削孔用スイベル20の構成は、
ケーシング掘りなどの単管削孔に適用されている従来の
削孔スイベルと実質的に異なる所がない。
The structure of the swivel 20 for boring is as follows.
There is no substantial difference from the conventional drill swivel applied to single pipe drilling such as casing digging.

【0034】外管3が単管状態にある時は、図2に示す
ようにパッカー部10への連絡通路9が弁体13により
閉じられているので、削孔用スイベル20の供給口23
(図7参照)から外管3内に供給される削孔水は、外管
3内から第1,2吐出通路7,8…並びにその集合通路
17を通り、先端ビット19の下面に開口している吐出
口19a…から地盤内に噴入されることになる。
When the outer pipe 3 is in the single pipe state, the connecting passage 9 to the packer portion 10 is closed by the valve body 13 as shown in FIG.
The drilling water supplied from the outer pipe 3 (see FIG. 7) passes through the outer pipe 3 through the first and second discharge passages 7, 8 ... It will be injected into the ground from the discharging outlets 19a.

【0035】削孔は従来の単管掘りの場合と同様に外管
3に対し打撃と回転を与えながら削孔水による削孔案内
と、先端ビット19による掘削案内と打撃により生ずる
推進力とにより行われ、この削孔は定尺管3aをジョイ
ント金具3bにより順次継足しながら所定深度に達する
まで継続される。
As in the case of conventional single pipe digging, the drilling is performed by the drilling guide by the drilling water while giving the impact and rotation to the outer pipe 3, the drilling guide by the tip bit 19 and the propulsive force generated by the impact. This drilling is continued until the predetermined depth is reached while sequentially connecting the standard length pipe 3a with the joint fitting 3b.

【0036】削孔工程においては外管3を単に継足して
行けばよいので、内外管の継足しが必要な2重管掘りに
比べ継足しに要する手数を軽減でき、削孔を作業能率よ
く行うことができる。
In the drilling step, since the outer pipe 3 may simply be added, it is possible to reduce the labor required for the addition of the inner pipe and the outer pipe as compared with the double pipe digging, and to perform the drilling work efficiently. It can be carried out.

【0037】削孔が所定深度に達した後は、削孔を停止
し、削孔用スイベル20を外管3の上端から取り外した
後に、図6(ロ)に示すように外管3内に内管2が挿入
され、2重管ロッド1が構成される。
After the drilling reaches a predetermined depth, the drilling is stopped, the drilling swivel 20 is removed from the upper end of the outer pipe 3, and then the outer pipe 3 is placed in the outer pipe 3 as shown in FIG. The inner tube 2 is inserted to form the double tube rod 1.

【0038】2重管ロッド1を構成した状態において
は、図3に示すように弁体13が内管2により上動限界
の第1位置よりその下方の第2位置まで保持バネ15に
抗し押下げられ、もって内管2内は、その下端部の側孔
16,弁孔14及び連絡通路9を順次経てパッカー部1
0内に連通され、しかして内管2を利用してパッカー部
10の拡縮を行い得る態勢となる。ちなみに内管2の先
端は閉塞されているので、第1吐出通路7は内管2の挿
着結合により閉じられることになる。
In the state where the double pipe rod 1 is constructed, as shown in FIG. 3, the valve body 13 resists the holding spring 15 by the inner pipe 2 from the upper limit of the first position to the lower position of the second position. As a result, the inside of the inner pipe 2 is pushed through the side hole 16, the valve hole 14 and the communication passage 9 at the lower end thereof in order, and the packer unit 1
0, so that the packer unit 10 can be expanded and contracted using the inner tube 2. By the way, since the tip of the inner pipe 2 is closed, the first discharge passage 7 is closed by inserting and connecting the inner pipe 2.

【0039】一方外管3内、即ち内,外管2,3間の周
隙28は、第2吐出通路8…及び集合通路17を順次経
て先端ビット19の吐出口19a…に連通され、よって
外管3を利用して地盤内に緩結性注入剤を注入し得る態
勢にある。
On the other hand, the inner space 28 of the outer pipe 3, that is, the circumferential gap 28 between the inner and outer pipes 2, 3 is communicated with the discharge ports 19a of the tip bit 19 through the second discharge passages 8 and the collecting passages 17 in sequence. The outer tube 3 is used to inject the loose injection material into the ground.

【0040】内,外管2,3から2重管ロッド1を構成
した後は、図6(ハ)に示すように該ロッド1の上端部
に注入用2連スイベル29がセットされる。
After the double pipe rod 1 is constructed from the inner and outer pipes 2 and 3, a double injection swivel 29 is set on the upper end of the rod 1 as shown in FIG.

【0041】2連スイベル29のうち上端側スイベル2
9には、図8に示すように内管2内に連通する供給口3
0が、また下端スイベル29bには内,外管2,3間の
周隙28に連通する供給口31がそれぞれ備えられ、供
給口30,31と内管2,周隙28との連通手段は、図
7に示す削孔用スイベル20の場合と同じであり、その
詳細な説明は省略する。
The upper swivel 2 of the double swivel 29
9, a supply port 3 communicating with the inner pipe 2 as shown in FIG.
0, and the lower end swivel 29b is provided with a supply port 31 which communicates with the circumferential gap 28 between the inner and outer pipes 2, 3, respectively, and the communication means between the supply ports 30, 31 and the inner pipe 2, circumferential gap 28 is Since it is the same as the case of the drilling swivel 20 shown in FIG. 7, its detailed description is omitted.

【0042】このような注入用2連スイベル29の構成
は従来から2重管ロッドに適用されている公知の2連ス
イベルと実質的に異なる所がない。
The structure of such a double swivel 29 for injection is substantially the same as the known double swivel conventionally applied to a double tube rod.

【0043】2重管ロッド1への2連スイベル29の設
置を終えた後図6(ニ)に示すように上端側スイベル2
9のaの供給口30を通じ内管2内に加圧水を供給する
と、加圧水は図3に示すように内管2内から下端部の側
孔16,弁孔14及び連絡通路9を順次経てパッカー部
10内に流入し、該パッカー部10を管半径方向に膨脹
させ、もって2重管ロッド1の下端部の外管3周りに
は、口元パッカーaが形成される。
After the double swivel 29 is installed on the double pipe rod 1, the upper swivel 2 as shown in FIG. 6D.
When pressurized water is supplied into the inner pipe 2 through the supply port 30 of 9a, the pressurized water passes through the inner pipe 2 from the lower end side hole 16, the valve hole 14 and the communication passage 9 in sequence, as shown in FIG. 10 and expands the packer portion 10 in the pipe radial direction, so that a mouth packer a is formed around the outer pipe 3 at the lower end of the double pipe rod 1.

【0044】この口元パッカーaは、複合注入工法にお
いて、瞬結注入により形成される口元パッカーと同様に
外管3周りの隙間をシールする働きをする。
In the composite injection method, the mouth packer a functions to seal the gap around the outer tube 3 similarly to the mouth packer formed by instant injection.

【0045】而してこのように口元パッカーaを形成し
た後に図6(ヘ)に示すように緩結性注入剤を下端側ス
イベル29aの注入口31から内外管2,3間の周隙2
8、第2吐出通路8…、集合通路17及び吐出口19a
…を順次経て地盤内に注入することにより、地盤内に浸
透固結体bを形成することができる。
After the mouth packer a is formed in this way, a loose injection agent is applied to the peripheral gap 2 between the injection port 31 of the lower end side swivel 29a and the inner and outer tubes 2 and 3 as shown in FIG.
8, second discharge passage 8, collecting passage 17 and discharge port 19a
By sequentially injecting into the ground, the infiltration solidified body b can be formed in the ground.

【0046】緩結性注入剤注入による浸透固結体bの形
成を終えると、パッカー部10内の圧力を解放し該パッ
カー部10を収縮させた後、図6(ヘ)に示すように2
重管ロッド1を1ステップ引上げることにより、この引
上げ位置で先と同様の手法で緩結注入を行い得る。
When the formation of the permeation-solidified body b by the injection of the slow-moving infusate is completed, the pressure in the packer section 10 is released to shrink the packer section 10, and then the packer section 10 is filled with 2 as shown in FIG.
By pulling up the heavy pipe rod 1 by one step, loose injection can be performed at this pulling position in the same manner as above.

【0047】以下同様にステップアップを繰返すことに
より従来の複合注入工法と同様に、緩結性注入剤による
地盤改良を行い得る。
By repeating the step-up in the same manner, the ground can be improved by the loose-filling injection material as in the conventional composite injection method.

【0048】[0048]

【効果】本発明によれば、外管単独で削孔を行った後に
2重管ロッドを構成し、しかる後に内管利用によるパッ
カー部膨脹ひいては口元パッカー形成と、緩結注入によ
る浸透固結体形成とを行い得るような構成になっている
ので、次の通りの効果が得られる。
According to the present invention, the outer tube is drilled alone to form the double tube rod, and then the inner tube is used to expand the packer portion, and thus the mouth packer is formed, and the osmotic solidified body is formed by loosening injection. Since the structure is such that it can be formed, the following effects can be obtained.

【0049】(イ)外管単独で削孔できるので、ねじ継
ぎが外管だけでよくなり、内外管ともにねじ継ぎが必要
な従来の2重管掘りに比べねじ継ぎに要する時間を短縮
でき、作業能率を向上できる。
(A) Since the outer pipe alone can be drilled, the screw joint can be made only with the outer pipe, and the time required for the screw joint can be shortened as compared with the conventional double pipe digging which requires the screw joint for both the inner and outer pipes. Work efficiency can be improved.

【0050】(ロ)パッカー部の膨脹により口元パッカ
ーを形成できるので、複合注入に見られる瞬結性注入剤
の注入工程を省略でき、緩結性注入剤による浸透性固結
体の形成を瞬結性注入剤を消費することなしに、実施で
き、経済性に優れている。
(B) Since the mouth packer can be formed by the expansion of the packer portion, the step of injecting the quick-setting injectable agent, which is found in the composite injection, can be omitted, and the formation of the permeable solid material by the slow-injection agent can be instantaneously performed. It can be carried out without consuming an injectable injection agent, and is economically superior.

【0051】(ハ)瞬結性注入剤を使用しないので、2
重管ロッドの管詰りなどのトラブル原因を一掃できる。
(C) Since no instantaneous injection agent is used, 2
The cause of trouble such as clogging of the heavy pipe rod can be eliminated.

【0052】(ニ)削孔は外管単独で行うことができ、
内管は削孔後に外管内に挿入設置すればよいので、内管
は注入圧力に耐え得るだけの強度があればよく、例えば
プラスチック管でも充分に耐用でき、内管の軽量化を計
ることができる。
(D) Drilling can be performed by using the outer tube alone,
Since the inner pipe may be inserted and installed in the outer pipe after drilling, the inner pipe only needs to have a strength enough to withstand the injection pressure.For example, a plastic pipe can be sufficiently durable and the inner pipe can be reduced in weight. it can.

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

【図1】本発明装置における2重管ロッドの1例を内,
外管に分解して示す縦断面図である。
FIG. 1 shows an example of a double tube rod in the device of the present invention,
It is a longitudinal cross-sectional view which decomposes | disassembles and shows in an outer pipe.

【図2】外管の単管状態における先端装置部の拡大断面
図である。
FIG. 2 is an enlarged cross-sectional view of a distal end device portion in a single pipe state of an outer pipe.

【図3】内,外管から2重管ロッドを構成した状態での
先端装置部の拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a distal end device section in a state where a double tube rod is composed of inner and outer tubes.

【図4】図2の4〜4線に沿う断面図である。FIG. 4 is a cross-sectional view taken along line 4-4 in FIG. 2;

【図5】図2の底面図である。FIG. 5 is a bottom view of FIG. 2;

【図6】本発明装置による緩結注入工法の1実施状況を
工程(イ)〜(ヘ)の順に示す概略説明図である。
FIG. 6 is a schematic explanatory view showing one implementation situation of a slow injection molding method by the device of the present invention in the order of steps (a) to (f).

【図7】削孔用スイベルの取付け状況を示す拡大縦断面
図である。
FIG. 7 is an enlarged vertical sectional view showing how the swivel for drilling is attached.

【図8】2連スイベルの取付け状況を示す拡大縦断面図
である。
FIG. 8 is an enlarged vertical sectional view showing a mounting state of a double swivel.

【符号の説明】[Explanation of symbols]

1 2重管ロッド 2 内管 3 外管 4 先端装置部 5 外周ねじ部 6 内周ねじ部 7 第1吐出通路 8 第2吐出通路 9 連結通路 10 パッカー部 11 差込み部 12a 内周ねじ部 12b 外周ねじ部 13 筒状弁体 14 弁孔 15 保持バネ 16 側孔 17 集合通路 18 逆止弁 19 先端ビット 19a 吐出口 20 削孔用スイベル 21 固定管状部材 22 摺動環 23 供給口 1 Double pipe rod 2 Inner pipe 3 Outer pipe 4 Tip device part 5 Outer peripheral screw part 6 Inner peripheral screw part 7 First discharge passage 8 Second discharge passage 9 Connection passage 10 Packer part 11 Insert part 12a Inner peripheral screw part 12b Outer periphery Screw part 13 Cylindrical valve body 14 Valve hole 15 Holding spring 16 Side hole 17 Collecting passage 18 Check valve 19 Tip bit 19a Discharge port 20 Drilling swivel 21 Fixed tubular member 22 Sliding ring 23 Supply port

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】緩結性注入剤を注入するための2重管ロッ
ドを具備し、 2重管ロッドは先端に先端装置部を一体に備えた外管
と、外管に対し取外し可能に挿着結合される内管とから
構成され、 内管は先端閉塞で先端部の側部に側孔を備え、先端装置
部には、装置中心部において管軸方向に開通する第1吐
出通路と、装置中心部より外れた位置において管軸方向
に開通する第2吐出通路と、外管の外周面と略々面一と
なるように先端装置部の外周部に備えられた管半径方向
に拡縮自在なパッカー部と、該パッカー部内を2重管ロ
ッドの内管内に連通させるための連絡通路とを備え、 第1吐出通路の上部は、内管の先部と取外し自在に挿着
結合可能な差込み部を構成し、 第1吐出通路の差込み部の下方に、外管が単管のとき
は、上記連絡通路を閉じる第1位置を保持し、内,外管
から2重管ロッドを構成した時は内管により第1位置か
らその下方の第2位置まで保持バネに抗し押し下げら
れ、この第2位置で内管内をその下端部の側孔を介し連
絡通路に連通させる筒状弁体が装入設置され、 第1及び第2吐出通路内には、それぞれ個別に又は共通
の逆止弁が備えられている、ことを特徴とする2重管ロ
ッド緩結注入装置。
1. A double tube rod for injecting a loose injection agent, wherein the double tube rod has an outer tube integrally provided with a tip device unit at its tip, and is detachably inserted into the outer tube. And a first discharge passage opened in the central part of the device in the axial direction of the device, and the inner device is provided with a side hole at a side part of the tip part. The second discharge passage, which opens in the axial direction of the pipe at a position deviated from the central part of the device, is expandable and contractable in the radial direction of the pipe provided on the outer peripheral part of the tip device part so as to be substantially flush with the outer peripheral face of the outer pipe. A packer part and a communication passage for communicating the inside of the packer part with the inner pipe of the double pipe rod, and the upper portion of the first discharge passage is detachably insertable and connectable with the tip of the inner pipe. And the connecting passage is closed below the insertion portion of the first discharge passage when the outer pipe is a single pipe. When the double tube rod is constructed from the inner and outer tubes while holding the first position, the inner tube pushes down the holding spring from the first position to the second position below it, and at this second position A cylindrical valve body that connects the inside of the inner pipe to the communication passage through the side hole at the lower end is installed and installed, and the first and second discharge passages are provided with a check valve individually or in common. A double tube rod loose injection device characterized in that
【請求項2】外管に、外管単独で削孔を行うための削孔
用スイベルが取外し可能に備えられていることを特徴と
する請求項1記載の2重管ロッド緩結注入装置。
2. The double pipe rod loosening and injecting apparatus according to claim 1, wherein the outer pipe is detachably provided with a drilling swivel for drilling the outer pipe alone.
【請求項3】請求項1記載の装置を用いて緩結注入を行
う工法であって、2重管ロッドを構成している内,外管
のうち、外管のみを用いて削孔を行う工程と、削孔後に
外管内に内管を挿着結合して2重管ロッドを構成する工
程とを含み、2重管ロッドを構成した後に内管内からそ
の下端部の側孔及び該側孔に筒状弁体を介し連通する連
絡通路を経てパッカー部内に加圧流体を供給し、該パッ
カー部を管半径方向に膨脹させて外管周りをシールし、
次いで内外管の間から第2吐出通路を通じ地盤内に緩結
性注入剤を注入することを特徴とする緩結注入工法。
3. A method for performing loose injection using the apparatus according to claim 1, wherein only the outer tube of the inner and outer tubes constituting the double tube rod is used for boring. Including a step and a step of inserting and connecting an inner tube into an outer tube after drilling to form a double tube rod, after forming the double tube rod, a side hole at a lower end portion of the inner tube and the side hole A pressurized fluid is supplied into the packer portion through a communication passage communicating with the tubular valve body, and the packer portion is expanded in the pipe radial direction to seal around the outer pipe,
Next, a slow-moving injection method characterized by injecting a slow-moving injectable agent into the ground through the second discharge passage from between the inner and outer pipes.
JP31175994A 1994-12-15 1994-12-15 Double tube rod loose injection device and loose injection method Expired - Fee Related JP2683879B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31175994A JP2683879B2 (en) 1994-12-15 1994-12-15 Double tube rod loose injection device and loose injection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31175994A JP2683879B2 (en) 1994-12-15 1994-12-15 Double tube rod loose injection device and loose injection method

Publications (2)

Publication Number Publication Date
JPH08165638A JPH08165638A (en) 1996-06-25
JP2683879B2 true JP2683879B2 (en) 1997-12-03

Family

ID=18021146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31175994A Expired - Fee Related JP2683879B2 (en) 1994-12-15 1994-12-15 Double tube rod loose injection device and loose injection method

Country Status (1)

Country Link
JP (1) JP2683879B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006118230A (en) * 2004-10-22 2006-05-11 Hara Kogyo Kk Chemical injection apparatus for soil improvement
JP2006283290A (en) * 2005-03-31 2006-10-19 Raito Kogyo Co Ltd Soil improving method
JP4522909B2 (en) * 2005-05-19 2010-08-11 根本企画工業株式会社 Tubular unit for excavation and ground improvement method using the same
JP4679966B2 (en) * 2005-05-20 2011-05-11 関西電力株式会社 Boring hole closing method and equipment
JP4679967B2 (en) * 2005-05-20 2011-05-11 関西電力株式会社 Boring hole closing device and construction method
JP6868321B2 (en) * 2017-04-13 2021-05-12 ケミカルグラウト株式会社 Freezing method
CN110500060A (en) * 2019-09-26 2019-11-26 中铁隧道局集团有限公司 A kind of quick grouting device of segmentation protrusive drilling rod, system and grouting method

Also Published As

Publication number Publication date
JPH08165638A (en) 1996-06-25

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