JPS6329049B2 - - Google Patents
Info
- Publication number
- JPS6329049B2 JPS6329049B2 JP54084652A JP8465279A JPS6329049B2 JP S6329049 B2 JPS6329049 B2 JP S6329049B2 JP 54084652 A JP54084652 A JP 54084652A JP 8465279 A JP8465279 A JP 8465279A JP S6329049 B2 JPS6329049 B2 JP S6329049B2
- Authority
- JP
- Japan
- Prior art keywords
- movable piston
- passage
- hole
- inner tube
- pipe
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】
本発明は、地盤安定化用薬液のストレーナ注入
装置、更に詳しく云えば、2重管ロツドとして構
成されている注入管により土壌をボーリングした
後、段取りを変更することなく前記注入管の上方
より個々的に地盤安定化用薬液を圧入してストレ
ーナバルブ外のノズル射出時に2液を混合して対
象地盤中に注入する装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a strainer injection device for soil stabilizing chemicals, and more specifically, a system for injecting a soil stabilizing chemical into a strainer without changing the setup after boring soil using an injection pipe configured as a double pipe rod. The present invention relates to a device for individually pressurizing ground stabilizing chemical liquids from above the injection pipe, mixing the two liquids at the time of injection from a nozzle outside the strainer valve, and injecting the mixture into the target ground.
従来、前記種類のストレーナ注入工法は下端が
円錘状に閉鎖されているか、または任意適当なる
閉塞手段が施してある注入管の周側壁に多数の孔
を穿設し、これらの孔から地盤安定化用薬液を対
象地盤中へ噴出させるものであるが、該工法はロ
ツド注入工法に比べて注入管から薬液を噴出せし
めるべき有効断面積が遥かに大きいために広範囲
に拡散されて圧力急上昇による地表への薬液噴出
の可能性が少なくなることから比較的広い帯域に
亘つての薬液注入を行なうのに適している。 Conventionally, in the strainer injection method of the above type, a number of holes are bored in the peripheral side wall of the injection pipe, the lower end of which is closed in the shape of a cone or with any suitable closing means, and these holes are used to drain the ground stabilization. This method sprays a chemical solution into the target ground, but since the effective cross-sectional area for spraying the chemical solution from the injection pipe is much larger than that of the rod injection method, the chemical solution is spread over a wide area and the ground surface is affected by a sudden rise in pressure. This method is suitable for injecting chemical liquid over a relatively wide range because the possibility of chemical liquid ejecting into the area is reduced.
しかしながら、このようなストレーナ注入工法
は、予めボーリングマシンにて土壌を所定深度ま
でボーリングした後、該掘削孔にストレーナ注入
管を埋設するか、または土壌によつてはパイルハ
ンマにて前記注入管を打設する必要があるために
作業性が悪く且つストレーナが詰つたり、土砂が
管内に入つたりするのを防止しなければならない
ことからこれに要する余分の作業工程も多くなる
欠点がある。一方、前述のようにして土壌中にセ
ツトされたストレーナ注入管内に砂を詰めて薬液
が下降したり、目的場所以外に漏洩したりしない
ようにして最初の薬液注入を行なつた後、その下
方のステツプの砂を洗い出してから所定の薬液注
入を行ない、かかる作業を繰返して前記ストレー
ナ側壁の地盤をステツプアツプしながら安定化せ
しめるものであるから作業が反復繰返しとなり、
従つて工期が必然的に長くなつて結果的には工費
がコスト高になるという欠点がある。 However, in this strainer injection method, the soil is previously bored to a predetermined depth using a boring machine, and then the strainer injection pipe is buried in the excavated hole, or depending on the soil, the strainer injection pipe is hammered with a pile hammer. The disadvantage is that the workability is poor because of the need to set up the strainer, and additional work steps are required because it is necessary to prevent the strainer from clogging or dirt from entering the pipe. On the other hand, the strainer injection pipe set in the soil as described above is filled with sand to prevent the chemical solution from descending or leaking outside of the intended area. After washing out the sand from the step, a prescribed chemical solution is injected, and this operation is repeated to stabilize the ground of the strainer side wall while stepping up, so the operation is repetitive.
Therefore, there is a drawback that the construction period is inevitably longer and the construction cost is higher as a result.
更に、ボーリングロツドを二重構造として薬液
注入を行なう場合には、ストレーナを有するロツ
ド先端にメタルクラウン及びビツトを取付け、該
ロツドを回転せしめながら所定深度までボーリン
グした後、ロツド先端を閉塞して薬液を注入する
ことによりストレーナから前記薬液が土壌中に浸
透せしめられて地盤改良が行なわれるものである
が、該工法ではボーリング作業時にロツド内に通
水するために水がストレーナから流出して、該ス
トレーナ周囲の土壌が荒され、この部分に薬液を
注入しても所期の地盤改良乃至強化を図ることが
できないという欠点がある。 Furthermore, when injecting chemicals using a boring rod with a double structure, a metal crown and a bit are attached to the tip of the rod having a strainer, and after boring to a predetermined depth while rotating the rod, the tip of the rod is closed. Ground improvement is carried out by injecting a chemical solution into the soil through a strainer, but in this construction method, water flows out from the strainer to pass into the rod during boring work. There is a drawback that the soil around the strainer is disturbed, and even if a chemical solution is injected into this area, the desired ground improvement or reinforcement cannot be achieved.
本発明は、叙上の従来技術の欠陥を除去したも
のであつて、その目的とする所は、2重管スリー
ブにより内管と外管とを通ずる液の通路を完全に
分離し、穿孔時はチエツクバルブの作用により水
を一定圧力に保持させ土砂及び泥水がノズルより
管内へ流入及び目詰を防止するため内管を通じ噴
出口より水を常時噴出させ、注入時には二液性の
地盤安定化用薬液をそれぞれ個々的に圧送し各々
のノズル口内で混合し対象地盤に噴射するストレ
ーナ注入装置を提供することである。以下図面を
参照して本発明を詳述する。 The present invention eliminates the deficiencies of the prior art described above, and its purpose is to completely separate the liquid passage through the inner and outer tubes by means of a double tube sleeve, and to The water is maintained at a constant pressure by the action of a check valve, and water is constantly ejected from the spout through the inner pipe to prevent soil and mud from flowing into the pipe from the nozzle and clogging, and two-component ground stabilization is performed during injection. It is an object of the present invention to provide a strainer injection device that individually pumps chemical solutions, mixes them in respective nozzle ports, and injects the mixture into target ground. The present invention will be described in detail below with reference to the drawings.
本発明は、多段注入が可能である。第1図A,
Bは、本発明装置の1実施例の構成及び機能を説
明するための概要図であり、第2図、第3図及び
第4図は、夫々第1図Aの―′,―′,
―′断面を示す。第1図Aは、2重管ロツドに
接続された2重管注入装置の穿孔時の構成を示
し、第1図Bは注入時の構成を示す。第1図A,
Bにおいて構成の同一部分には同一符号を付して
説明することとし、何れも細部構造を省略し、主
要部の概要を示している。これは、2重管ロツド
に接続されるストレーナ注入管21にメタルクラ
ウン(図示せず)を接続し、ボーリングマシンに
セツトした後ボーリングマシンを駆動してダブル
スウイベル(図示せず)から前記注入管に冷却乃
至循環水を給送する。 The present invention allows multistage injection. Figure 1A,
B is a schematic diagram for explaining the configuration and function of one embodiment of the device of the present invention, and FIGS. 2, 3, and 4 are respectively shown in FIG.
―'Shows a cross section. FIG. 1A shows the configuration of a double-pipe injection device connected to a double-pipe rod during drilling, and FIG. 1B shows the configuration during injection. Figure 1A,
In B, the same parts are given the same reference numerals and explained, and the detailed structure is omitted and the outline of the main part is shown. This is done by connecting a metal crown (not shown) to the strainer injection pipe 21 connected to the double pipe rod, setting it on the boring machine, driving the boring machine, and injecting the strainer from the double swivel (not shown). Supply cooling or circulating water to the pipes.
同図において、21はストレーナ注入管(前述
の通り)、22,23は夫々内管及び外管を示し、
24はピストン部であり、穿孔時には、コイルス
プリング25により常時上方に押上げられ第1図
Aの位置にある。ストレーナ注入管の外部は2重
管ロツドの外管に接続されるニツプル26、スト
レーナ27及びニツプル28、スプールバルブ2
9及び薬液通路30,33より成り、その内部は
2重管ロツドの内管に接続される通路22を具え
る。ストレーナ注入管21の内管と外管との間に
は、前記の如くピストン部24が配置され、穿孔
時(第1図A)には、コイルスプリング25によ
り上方に押上げられている。注入時(第1図B)
には、外管にA液が3〜8Kg/cm2の圧力により注
入された時ピストン部はコイルスプリング25の
力に抗して、下方に押下げられ第1図Bの位置に
なる。即ち、図示の如く距離lだけ押下げられる
ことになる。 In the figure, 21 is a strainer injection pipe (as described above), 22 and 23 are an inner pipe and an outer pipe, respectively.
24 is a piston portion, which is always pushed upward by a coil spring 25 and is in the position shown in FIG. 1A during drilling. The outside of the strainer injection pipe includes a nipple 26 connected to the outer pipe of the double pipe rod, a strainer 27 and a nipple 28, and a spool valve 2.
9 and chemical liquid passages 30 and 33, the inside of which is provided with a passage 22 connected to the inner tube of the double tube rod. As described above, the piston portion 24 is disposed between the inner tube and the outer tube of the strainer injection tube 21, and is pushed upward by the coil spring 25 during drilling (FIG. 1A). During injection (Figure 1B)
When liquid A is injected into the outer tube at a pressure of 3 to 8 kg/cm 2 , the piston is pushed downward against the force of the coil spring 25 to the position shown in FIG. 1B. That is, as shown in the figure, it is pushed down by a distance l.
次に穿孔時と注入時における給水路、薬液通路
について説明する。ストレーナ注入管外側には、
複数の噴出口34が配置され、これに連通する通
路30,33が外側側壁に設けられている。内管
には孔31,32があけられ、穿孔時には、ピス
トン部24の給水用通路孔35と連通して前記通
路33に連結される。外管の下方はビツト付クラ
ウン(図示せず)に接続される。ピストン部24
の下方には、スチールボール37、コイルスプリ
ング38から成るチエツクバルブが配置され、側
壁40の突出部をスチールボール37により常時
閉塞するようになつている。コイルスプリング3
8の圧力は約2Kg/cm2である。穿孔時に内管に注
入される冷却乃至循環水の供給圧力は約3〜8
Kg/cm2であるから、冷却水は内管の孔31,32
より、孔31―孔32―給水用通路孔35―通路
33―噴出口34が連結される給水バルブが開か
れると同時に内管下方においてチエツクバルブが
開かれ、孔32を出た水はスチールボール37を
押下げることになり、孔31―孔32―孔39―
クラウン側の通路が連結されてクラウン側にも注
入され、従つて、穿孔時には噴出口側よりも注入
された状態で作業が進められる。次に所定の作業
が終了した後薬液注入に切替えられ、外管よりA
液(珪酸ナトリウム等を主剤とした水溶液)、内
管よりB液(重炭酸ナトリウム、硫酸水素ナトリ
ウム等を助剤とする水溶液)を注入する。注入圧
力は前記と同様3〜8Kg/cm2である。この時前述
したと同様にピストン部24は押下げられ、内管
下方の給水バルブは閉塞される。外管側は、ピス
トン部24がコイルスプリング25の力に抗して
押下げられ、スプールバルブ29が開かれる。そ
して、孔43―通路44―薬液通路30―噴出口
34に至る薬液(A液)通路が構成され、同時
に、内管側からも、孔31―孔32―薬液用通路
孔36―通路33―噴出口34に至る薬液(B
液)通路が構成される。また、通路30と33の
連結部分において噴出口34に面する部分には突
出部41が設けられているので、前述したA液と
B液とは噴出口34の外方で混合撹拌され、対象
地盤に注入される。 Next, a description will be given of the water supply channel and chemical liquid passage during drilling and injection. On the outside of the strainer injection pipe,
A plurality of ejection ports 34 are arranged, and passages 30, 33 communicating with these are provided on the outer side wall. Holes 31 and 32 are bored in the inner tube, and when the holes are bored, they communicate with the water supply passage hole 35 of the piston portion 24 and are connected to the passage 33. The lower part of the outer tube is connected to a crown with a bit (not shown). Piston part 24
A check valve consisting of a steel ball 37 and a coil spring 38 is disposed below, so that the protrusion of the side wall 40 is always closed by the steel ball 37. coil spring 3
The pressure of No. 8 is approximately 2 Kg/cm 2 . The supply pressure of cooling or circulating water injected into the inner pipe during drilling is approximately 3 to 8
Kg/cm 2 , the cooling water flows through holes 31 and 32 of the inner tube.
At the same time as the water supply valve connecting the hole 31, hole 32, water supply passage hole 35, passage 33 and spout 34 is opened, a check valve is opened at the lower part of the inner pipe, and the water coming out of the hole 32 flows into the steel ball. 37, holes 31-hole 32-hole 39-
The passages on the crown side are connected so that the crown side is also injected, so that during drilling, the work can proceed with more injected than on the spout side. Next, after the prescribed work is completed, it is switched to drug injection, and A
Inject liquid (aqueous solution containing sodium silicate, etc. as the main ingredient) and B liquid (aqueous solution containing sodium bicarbonate, sodium hydrogen sulfate, etc. as auxiliaries) from the inner tube. The injection pressure is 3 to 8 kg/cm 2 as described above. At this time, the piston portion 24 is pushed down in the same manner as described above, and the water supply valve below the inner tube is closed. On the outer tube side, the piston portion 24 is pushed down against the force of the coil spring 25, and the spool valve 29 is opened. Then, a chemical liquid (liquid A) passage leading to the hole 43 - passage 44 - chemical liquid passage 30 - spout 34 is formed, and at the same time, from the inner tube side, it is also formed from the hole 31 - hole 32 - chemical liquid passage hole 36 - passage 33 -. Chemical solution (B) reaching the spout 34
liquid) passage is configured. In addition, since a protrusion 41 is provided in the connecting portion of the passages 30 and 33 facing the spout 34, the above-mentioned liquids A and B are mixed and stirred outside the spout 34, and the target Injected into the ground.
以上述べたように、本発明は、穿孔時には噴出
口34から常に水を噴出させる構造になつている
ため泥水の侵入は全くない。また、内管下端は、
ピストン部の下端側と連結する給水バルブが開か
れ、スチールボール37の押下げにより点線の位
置から実線位置に移動してクラウン側に注入が行
なわれるので泥水の侵入が妨げられる。従つてス
トレーナバルブの作動不良は発生しない。また、
本発明装置は、A液とB液通路が完全に分離さ
れ、噴出口を多段に設ける構成が可能である多段
注入方式であり、そのため作業能率を高めること
ができる。 As described above, the present invention has a structure in which water is always ejected from the spout 34 during drilling, so there is no intrusion of muddy water at all. In addition, the lower end of the inner tube is
A water supply valve connected to the lower end of the piston is opened, and the steel ball 37 is pushed down to move from the dotted line position to the solid line position and inject into the crown side, thereby preventing muddy water from entering. Therefore, malfunction of the strainer valve does not occur. Also,
The device of the present invention is a multi-stage injection system in which the A liquid and B liquid passages are completely separated and the ejection ports can be provided in multiple stages, so that the work efficiency can be improved.
更に、本発明は、A液とB液との混合がストレ
ーナバルブの外部で行なわれるために薬液がスト
レーナバルブ内で固まる心配が全くなく作動不良
を生ずることがなく、瞬間結合の作業にも使用で
きる。 Furthermore, since the mixing of liquid A and liquid B is carried out outside the strainer valve, there is no fear that the chemical liquid will solidify inside the strainer valve, and there will be no malfunction, and it can also be used for instant bonding work. can.
第1図A,Bは、本発明の1実施例の構成を示
し、第1図Aは穿孔時、第1図Bは薬液注入時の
構成及び機能説明図である。第2図、第3図及び
第4図は、夫々第1図Aの―′,―′及び
―′断面図を示す。
第1図A,Bにおいて、22は内管、23は外
管、24はピストン部、25はコイルスプリン
グ、37はスチールボール、38はコイルスプリ
ング、34は噴出口を示す。
FIGS. 1A and 1B show the configuration of an embodiment of the present invention, with FIG. 1A being an explanatory view of the configuration and functions during drilling, and FIG. 1B being an explanatory view of the configuration and functions during injection of a chemical solution. 2, 3 and 4 show cross-sectional views -', -' and -' of FIG. 1A, respectively. In FIGS. 1A and 1B, 22 is an inner tube, 23 is an outer tube, 24 is a piston portion, 25 is a coil spring, 37 is a steel ball, 38 is a coil spring, and 34 is an ejection port.
Claims (1)
と、この内管の外側に配管され、外周壁の長手方
向に複数の噴出口と内部に薬液の通路を穿設した
外管とを構成し、前記内管の孔と外管の噴出口と
を連通する給水用及び薬液用の通路孔を設けた可
動ピストン部を内管と外管との間隙に摺動自在に
配置すると共に、前記可動ピストン部上方にはコ
イルスプリングを構成し可動ピストン部を常時上
方に付勢し、この可動ピストン部の下方にはチエ
ツクバルブを構成し、 穿孔時には、可動ピストン部は上方に位置し、
かつ可動ピストン部の給水用通路孔と内管の孔及
び外管の噴出口が連通し、かつ内管の孔よりの給
水によりチエツクバルブは開放して、噴出口と装
置先端より給水を行い、 薬液注入時には、液圧により可動ピストン部が
下方に摺動してチエツクバルブは閉塞し、かつ可
動ピストン部の薬液用通路孔と内管の孔及び外管
の噴出口が一致して一方の薬液の注入通路が形成
されると共に可動ピストン部の下方移動により外
管と可動ピストン部との間に形成された薬液の通
路が上記外管内部の通路を介して前記噴出口と連
通することを特徴とする地盤安定化薬液用のスト
レーナ注入装置。[Scope of Claims] 1. An inner tube with a plurality of holes bored in the longitudinal direction of the outer circumferential wall, and a plurality of ejection ports arranged in the longitudinal direction of the outer circumferential wall and a passage for a chemical liquid inside the inner tube, which is piped outside the inner tube. A movable piston part forming a perforated outer pipe and provided with passage holes for water supply and chemical solution communicating between the hole in the inner pipe and the spout port in the outer pipe is slid into the gap between the inner pipe and the outer pipe. In addition, a coil spring is configured above the movable piston section to always urge the movable piston upward, and a check valve is configured below the movable piston section, so that when drilling, the movable piston section is located above;
and the water supply passage hole of the movable piston part communicates with the hole of the inner tube and the spout of the outer tube, and the check valve is opened by water supply from the hole of the inner tube, and water is supplied from the spout and the tip of the device; When injecting a chemical solution, the movable piston part slides downward due to the hydraulic pressure, the check valve is closed, and the chemical liquid passage hole in the movable piston part, the hole in the inner tube, and the spout port in the outer tube coincide, and one of the chemical liquids is injected. An injection passage is formed between the outer tube and the movable piston, and a medicinal liquid passage formed between the outer tube and the movable piston by the downward movement of the movable piston communicates with the spout through the passage inside the outer tube. A strainer injection device for soil stabilization chemicals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8465279A JPS569517A (en) | 1979-07-04 | 1979-07-04 | Apparatus for injecting ground stabilizing liquid into strainer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8465279A JPS569517A (en) | 1979-07-04 | 1979-07-04 | Apparatus for injecting ground stabilizing liquid into strainer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS569517A JPS569517A (en) | 1981-01-31 |
| JPS6329049B2 true JPS6329049B2 (en) | 1988-06-10 |
Family
ID=13836636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8465279A Granted JPS569517A (en) | 1979-07-04 | 1979-07-04 | Apparatus for injecting ground stabilizing liquid into strainer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS569517A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58106013A (en) * | 1981-12-16 | 1983-06-24 | Nippon Soiru Kogyo Kk | Method and apparatus for grout injection work |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5248217A (en) * | 1975-10-14 | 1977-04-16 | Nippon Soil Eng | Method of and apparatus for improving subsoil with pressed impregnation |
-
1979
- 1979-07-04 JP JP8465279A patent/JPS569517A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS569517A (en) | 1981-01-31 |
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