JPS6157712A - Pouring device for excavation hole - Google Patents

Pouring device for excavation hole

Info

Publication number
JPS6157712A
JPS6157712A JP17848384A JP17848384A JPS6157712A JP S6157712 A JPS6157712 A JP S6157712A JP 17848384 A JP17848384 A JP 17848384A JP 17848384 A JP17848384 A JP 17848384A JP S6157712 A JPS6157712 A JP S6157712A
Authority
JP
Japan
Prior art keywords
drilling
outer tube
tip
blade
injection device
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
JP17848384A
Other languages
Japanese (ja)
Other versions
JPH0235088B2 (en
Inventor
Shinkichi Ooka
伸吉 大岡
Hisashi Kitajima
恒 喜多島
Akira Nishio
公 西尾
Hiroshi Iimori
博 飯森
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.)
TOA GURAUTO KOGYO KK
TONAN KAIHATSU KOGYO KK
Toa Grout Kogyo Co Ltd
Mitsui Toatsu Chemicals Inc
Original Assignee
TOA GURAUTO KOGYO KK
TONAN KAIHATSU KOGYO KK
Toa Grout Kogyo Co Ltd
Mitsui Toatsu Chemicals Inc
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 TOA GURAUTO KOGYO KK, TONAN KAIHATSU KOGYO KK, Toa Grout Kogyo Co Ltd, Mitsui Toatsu Chemicals Inc filed Critical TOA GURAUTO KOGYO KK
Priority to JP17848384A priority Critical patent/JPS6157712A/en
Publication of JPS6157712A publication Critical patent/JPS6157712A/en
Publication of JPH0235088B2 publication Critical patent/JPH0235088B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Abstract

PURPOSE:To perform a rapid work, by a method wherein a lateral blade member, which has an excavating blade, extended in a direction extending across an outer pipe for excavation hole, and can be withdrawn into the outer pipe, is coupled to a forward end device. CONSTITUTION:A forward end device 3 is formed such that an inner pipe 2 is engaged with an outer pipe 1 securely provided at its lower end surface with tips 5 for excavation, and a packer 8 is engaged with a body 7. The forward end device is connected to the lower end of the inner pipe 2 through a seal part 6. A lateral blade member 4, which has an excavating blade 11, extended at the forward end in a direction extending across the outer pipe 1 and held to a leg part 12, is coupled to the lower end of the forward end device 3 through a coupling member 10. Further, the lateral blade member 4 is so constituted as to allow withdrawal of the member into the outer pipe 1 in a way that the side parts of the leg part 12 can be engaged with vertical slits 13 of the outer pipe 1.

Description

【発明の詳細な説明】 (ffj業上の利用分野) 本発明は地盤に削孔し所望の深さ範囲にグラウトをi−
t:入浸透せしめて地盤改良、止水等を行うための削孔
注入装置に係る。
[Detailed description of the invention] (Field of application in the FFJ industry) The present invention involves drilling a hole in the ground and applying grout to a desired depth range.
t: Pertains to drilling and injection equipment for ground improvement, water stoppage, etc. by infiltration and infiltration.

(従来技術) 従来、グラウト注入に先立って注入用「1ツトを地盤(
岩盤も含む)に設置する場合、地盤に対して直立させた
ロットを徐々に推進させながら回転させて、先端に取り
付けた硬質チップ、ダイヤモンドチップ等により土石を
削り、同時にロッド内に削孔水を圧入してその先端(下
端)より噴出させ、削りIi’+ (スライム)を削孔
水にて地上へ吹き上げながら掘進じ削孔する方法かとら
れている。
(Prior art) Conventionally, prior to grouting, one pot was placed in the ground (
When installing on rock (including bedrock), the rod is held upright against the ground and is gradually propelled and rotated to scrape away the soil and stone with a hard tip, diamond tip, etc. attached to the tip, and at the same time pour drilling water into the rod. It is said to be a method of press-fitting and ejecting it from the tip (lower end), and drilling the hole while blowing up the shavings Ii'+ (slime) to the ground with drilling water.

乙の場合、削孔対象地盤か岩盤であったり、或いは硬質
の1.15度層から成っていたり、或いは;J/クリー
トか打ち込んである場所である場合、硬’7?tデツプ
、ダイ−)・モノドヂップ等が取すイ・1けであるロッ
ド下縁部に対面する地盤部分のみか環状に切削され、中
央に円柱状の削り残し部分か【−1ツト内に突入した状
態で生じ、削孔水のイj(給に支障をきたしたり、或い
は送水圧力か異常に高くなったり、或いは最悪の場合に
はロットか詰って掘削不能の状態に陥ることかあり、こ
れを回復するには11ツトを−・D地上へ引き上げ、N
+Ilった物を取り出湯作業か必要であり、効率か悪く
経済的でないという問題かあった。
In the case of B, if the ground or rock is to be drilled, or if it is made up of a hard 1.15 degree layer, or if it is a place where a J/cleat is driven, it is a hard '7? Only the ground part facing the lower edge of the rod, which is removed by T-depth, die-), monodip, etc., is cut in a ring shape, and a cylindrical uncut part in the center [-1] This may cause problems with the drilling water supply, or the water supply pressure may become abnormally high, or in the worst case, the lot may become clogged and drilling becomes impossible. To recover, pull 11 to the -D ground and N
The problem was that it was not efficient and economical because it was necessary to take out the hot water.

そこて、従来、ロッドの話りを防止するために「Jソト
先端の内側に、ロフト横方向へ延びる一文字状、十文字
状等の掘削刃を固着して設け、ロット下縁部の内側にお
いても切削を行なうようにすることか提案されている。
Therefore, conventionally, in order to prevent the rod from talking, a digging blade in the shape of a single character, a cross, etc. extending in the lateral direction of the loft was fixedly attached to the inside of the tip of the J-shaped rod, and the cutting blade was fixed to the inside of the tip of the rod. It has been proposed to perform cutting.

ところで、最近対象地盤の削孔及び注入を連続的に口つ
効果的に行なうようにするために、膨張収縮可能のパッ
カー及び液体吐出[]を有する先端装置を12ト(外管
)にその下端より突出撤収可能に設け、削孔時には先端
装置をロッド内に収めておき、削孔終了時にグラウ) 
lj:人に先立って先端装置を突出させ、バッカーを膨
張させて削孔壁とロットの間のグラウト逃山路を阻み、
しかる後に注入を行う削孔圧入装置か開発されているか
、この装置に上記のような一文字状、十文字状の横方向
の掘削刃を固着して設けることは不可能である。
By the way, recently, in order to continuously and effectively perform drilling and injection into the target ground, a tip device with an expandable packer and a liquid discharger was installed at the lower end of the outer tube. It is designed so that it can be protruded and retracted, and the tip device is housed inside the rod during drilling, so that it can be retracted when drilling is completed.
lj: Protrude the tip device in advance of the person, expand the backer and block the grout escape route between the drilled hole wall and the lot,
Although a drilling and press-fitting device has been developed that performs injection after a certain time, it is impossible to fix and provide the above-mentioned linear or cross-shaped horizontal drilling blade to this device.

というのは容易に理解され得るように、掘削刃か先端装
置の突出撤収の障害になるからである(発明か解決しよ
うとする課題)本発 明の課題は上記のような先端装置を有する削孔注入装置
に於て、削孔作業中に結上乃至詰り物か発生しないよう
にすることである。
This is because, as can be easily understood, this becomes an obstacle to the protrusion and withdrawal of the drilling blade or the tip device (the problem to be solved by the invention). To prevent condensation or clogging from occurring during drilling operations in an injection device.

(課題を解決するための手段) 本発明は上記の課題を解決するために、」−記の先りJ
装置をイ1−する削孔注入装置に於て、外管を横切る方
向に掘削刃を有し、外管から突出撤収可能に設けられ、
撤収時に上記の掘削刃か外管下縁と略々間fI’(置に
なるように位首゛固定される横刃部材を設け、この横刃
部祠を上記の先端装置にin!枯したのである。
(Means for Solving the Problems) In order to solve the above problems, the present invention
The drilling and injection device has a drilling blade in a direction transverse to the outer tube, and is provided so as to be able to protrude from the outer tube and be retracted,
At the time of withdrawal, a horizontal blade member is provided that is fixed in position so that the above-mentioned excavation blade is located approximately between the lower edge of the outer tube and the lower edge of the outer tube, and this horizontal blade member is inserted into the above-mentioned tip device. It is.

(イ乍  川) 一1紀の構成によって、削孔時には横刃部祠か撤収され
ていて、この状態で掘削刃か外管下縁に設けた掘削用チ
ップと銘々間(1’I置に紐、持され、掘削用チップと
−・緒になって外管の下端仝而の土石等を削ることにな
るので杆状の削り残しが発生ずることはなく、またグラ
ウト注入時には横刃部材は先端装置と共に外管から突出
せしめられるので、何等先端装置の作動の障害となるこ
とはない。
(Igokawa) Due to the structure of the 11th century, the horizontal blade part was removed during drilling, and in this state, the hole was placed between the drilling blade and the drilling tip provided on the lower edge of the outer pipe (at 1'I). Since the string, the holder, and the excavating tip work together to scrape off the dirt, etc. at the lower end of the outer pipe, no rod-shaped uncut parts are left behind, and the side blade member is removed when grouting. Since it is made to protrude from the outer tube together with the tip device, it does not interfere with the operation of the tip device in any way.

(実施例) 以下添付図「11により本発明の詳細な説明する。(Example) The present invention will be explained in detail below with reference to the attached figure "11."

第1図及び第2図は何れも本発明装置の正面図であって
−・部(外管)を縦断「11にて示しており、第1図は
削孔II!7 、第2図はグラウ) i+:大竹の状態
を示している。図中、1は外管、2は内管、3は先端装
置、4は横刃部材である。
Both Figures 1 and 2 are front views of the device of the present invention, and the - part (outer tube) is shown at 11 in longitudinal section, Figure 1 shows the hole II!7, and Figure 2 shows the Grau) i+: Shows the state of the large bamboo. In the figure, 1 is the outer tube, 2 is the inner tube, 3 is the tip device, and 4 is the horizontal blade member.

外管1は掘削管として作用し、従ってその下端面には硬
質デツプ、ダイヤモンド等から成る掘削用デツプ(第3
〜5図参照)が固着されている。
The outer pipe 1 acts as a drilling pipe, and therefore has a hard depth, a drilling depth made of diamond, etc. on its lower end surface (the third
(see Figures 5 to 5) are fixed.

外管1の内部には間隔を置いて内管2が嵌め込まれてお
り、この内管は削孔水、グラウトを給送し先端装置3へ
送り込む。内管2は多重管として構成してもよく、それ
により異種薬液を別送して先端部で混合し、瞬結性グラ
ウトを作って注入することが可能である。
An inner tube 2 is fitted into the outer tube 1 at intervals, and this inner tube feeds drilling water and grout to the tip device 3. The inner tube 2 may be constructed as a multi-tube structure, whereby different kinds of chemical solutions can be sent separately and mixed at the tip to form a flash-setting grout and then injected.

内管2の下端にはシール部6を介して先端装置3が接続
されている。先端装置は管伏の本体7をイ1゛シ、この
本体には膨張収縮可能のゴムスリーブから成るパッカー
8が嵌装しである。このバッカーは、先端装置3の突出
時(第2図)に、内外管の間隙9に供給されている圧力
流体(例えば加圧空気)を供給されて膨張せしめられ削
孔壁に当接し、先端装置3の先端から吐出して地盤内へ
浸透4°Lめられるべきグラウトの逃山路を閉鎖する。
A tip device 3 is connected to the lower end of the inner tube 2 via a seal portion 6. The tip device consists of a main body 7 of the tube, into which a packer 8 consisting of an expandable and deflated rubber sleeve is fitted. When the tip device 3 is protruded (Fig. 2), the backer is expanded by being supplied with pressure fluid (for example, pressurized air) supplied to the gap 9 between the inner and outer tubes, and comes into contact with the borehole wall, and the tip The escape route for the grout, which is to be discharged from the tip of the device 3 and penetrated into the ground by 4°L, is closed.

上記のような削孔lに人装置に於て、本発明によれば先
端装置3の下端に連結部材10を介して横刃部材4か設
けである。この横刃部材は先端部に外管1を横切る方向
に延びる掘削刃11を有し、この掘削刃は後方へ延びる
板状の脚部12に保持されている。第1図から明らかな
ように、横刃部材4は外管1内へ撤収可能であり、その
際脚部12の側方部分は外管1の下端に設けた縦スリッ
ト13に係合するようになされている。横刃部材4のこ
の撤収位置に於て掘削刃11は外管1の下端面、即ち掘
削用デツプ5の設けである面の側方にくるようにχ」法
が定められている。この場合、掘削刃11は掘削用チッ
プ5と同一レベルにある必要はなく、デツプ5に対して
前方或いは後方へずれていてもよい。
According to the present invention, in the above-mentioned drilling device, a horizontal blade member 4 is provided at the lower end of the tip device 3 via a connecting member 10. This horizontal blade member has at its tip a digging blade 11 extending in a direction across the outer tube 1, and this digging blade is held by a plate-shaped leg portion 12 extending rearward. As is clear from FIG. 1, the horizontal blade member 4 can be withdrawn into the outer tube 1, with the lateral portions of the legs 12 engaging with the vertical slits 13 provided at the lower end of the outer tube 1. is being done. In this retracted position of the horizontal blade member 4, the χ'' method is determined so that the excavation blade 11 is on the side of the lower end surface of the outer tube 1, that is, the surface where the excavation depth 5 is provided. In this case, the excavating blade 11 does not need to be at the same level as the excavating tip 5, and may be shifted forward or backward relative to the depth 5.

第3〜5図に示すように掘削刃11は一文字状、−1字
状、7字状に形成してもよく、また超硬合金等のチップ
によって製作することが好ましい。また、スリ9)13
とこれに係合する脚部12の側方部分は図示のように先
端に向って拡開する形伏と゛することが好ましく、これ
によって相互の保合d[脱か円滑且つ確実に行なわれる
As shown in FIGS. 3 to 5, the excavating blade 11 may be formed into a single character shape, a -1 character shape, or a seven character shape, and is preferably made of a tip made of cemented carbide or the like. Also, pickpocket 9) 13
It is preferable that the side portions of the leg portions 12 that are engaged with the leg portions have a shape that widens toward the distal end as shown in the figure, so that mutual engagement can be smoothly and reliably performed.

外管1の下端部分、即ち掘削用チップ5及びスリット1
3を設けである部分をクラウン14として構成し、これ
を外管本体に螺着し、取外し可能にしておくととか好ま
しい。
The lower end portion of the outer tube 1, that is, the drilling tip 5 and the slit 1
It is preferable that the crown 14 is formed by forming the crown 14, which is screwed onto the outer tube body and made removable.

(発明の効果) 本発明による装置は上記のような構成及び作用を佇する
ので、粘土質の地盤、コンクリートの打込んである地盤
、岩盤に削孔する際にも柱状の削り残し部は何等発生せ
ず、確実に削孔でき、従って削孔11゛入作業か連続的
1つ迅速に行なわれ、短期間の中に#¥済的な地盤改良
が行い得るものである。
(Effects of the Invention) Since the device according to the present invention has the above-described configuration and function, there is no columnar uncut portion when drilling into clay ground, concrete-cast ground, or rock. The holes can be reliably drilled without any occurrence of holes, and therefore the drilling work can be carried out quickly and continuously, and ground improvement can be carried out in a short period of time.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による削孔11ミ入装置の削孔時の状態
における一部断面正面図、 第2図は同削孔11−人装置のグラウ) i’lミ入時
の状態における一部断面11面図、 第3図は同削孔注入装置の下端部の斜視図、第4図は他
の実施例における下端部の斜視図、第5図は更に他の実
施例における下端部の斜視図である。 符号の説明: 1・・外管、2・・・内管、3・・・先端装置、4・・
・横刃部材、5・・・掘削用チップ、8・・・パッカー
、11・・掘削刃、13・・・縦スリット。 特許出顯大   東亜グラウト工業株式会社同    
  三11東圧化学株式会社同      東南開発工
業株式会社 代理人 弁理士   1) 代  然  治)xkと)
「31      泳A「ア、ff11,5図  5吋
凶 −ζQ−
Fig. 1 is a partial cross-sectional front view of the drilling device according to the present invention in the state of drilling, and Fig. 2 is a front view of the same drilling device in the state of drilling 11 holes. 3 is a perspective view of the lower end of the same drilling injection device, FIG. 4 is a perspective view of the lower end in another embodiment, and FIG. 5 is a perspective view of the lower end in yet another embodiment. FIG. Explanation of symbols: 1...Outer tube, 2...Inner tube, 3...Tip device, 4...
・Horizontal blade member, 5...Drilling tip, 8...Packer, 11...Drilling blade, 13...Vertical slit. Patent issued by Toa Grout Industries Co., Ltd.
311 Toatsu Kagaku Co., Ltd. Tonan Kaihatsu Kogyo Co., Ltd. Agent Patent Attorney 1)
``31 Swimming A ``A, ff11, 5 Figure 5 - ζQ-

Claims (4)

【特許請求の範囲】[Claims] (1)下縁に掘削用チップを取り付けた削孔用外管と、
その内部に嵌装された送液用内管とを有し、この内管の
先端には液体吐出口及びパッカーを有する先端装置が上
記外管から突出撤収可能に接続されている削孔注入装置
に於て、上記外管を横切る方向に掘削刃を有し、外管か
ら突出撤収可能に設けられ、撤収時に上記の掘削刃が外
管下縁と略々同位置になるように位置固定される横刃部
材を有し、この横刃部材が上記の先端装置に連結されて
いることを特徴とする削孔注入装置。
(1) An outer tube for drilling with a drilling tip attached to the lower edge,
A drilling injection device having an inner tube for liquid feeding fitted inside the inner tube, and a tip device having a liquid discharge port and a packer connected to the tip of the inner tube so as to protrude from the outer tube and be removable. The excavating blade is provided in a direction transverse to the outer tube, and is protruded from the outer tube so as to be removable, and the excavating blade is fixed in position so as to be approximately at the same position as the lower edge of the outer tube when withdrawn. A drilling injection device characterized in that the horizontal blade member is connected to the above-mentioned tip device.
(2)上記の掘削刃が外管の直径方向に一文字状に延び
ている特許請求の範囲第1項に記載の削孔注入装置。
(2) The drilling and injection device according to claim 1, wherein the drilling blade extends in a straight line in the diameter direction of the outer tube.
(3)上記の掘削刃が外管の中心部で交差して十文字状
に延びている特許請求の範囲第1項に記載の削孔注入装
置。
(3) The drilling and injection device according to claim 1, wherein the drilling blades intersect at the center of the outer tube and extend in a criss-cross shape.
(4)上記の掘削刃が縦方向へ延びる脚部の先端に設け
てあり、上記脚部が外管に設けた縦スリットに係合して
支持、案内される特許請求の範囲第1〜3項の何れか1
つに記載の削孔注入装置。
(4) Claims 1 to 3, wherein the digging blade is provided at the tip of a leg extending in the vertical direction, and the leg is supported and guided by engaging with a vertical slit provided in the outer tube. any one of the terms
The drilling injection device described in .
JP17848384A 1984-08-29 1984-08-29 Pouring device for excavation hole Granted JPS6157712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17848384A JPS6157712A (en) 1984-08-29 1984-08-29 Pouring device for excavation hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17848384A JPS6157712A (en) 1984-08-29 1984-08-29 Pouring device for excavation hole

Publications (2)

Publication Number Publication Date
JPS6157712A true JPS6157712A (en) 1986-03-24
JPH0235088B2 JPH0235088B2 (en) 1990-08-08

Family

ID=16049258

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17848384A Granted JPS6157712A (en) 1984-08-29 1984-08-29 Pouring device for excavation hole

Country Status (1)

Country Link
JP (1) JPS6157712A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55165314A (en) * 1979-06-11 1980-12-23 Shin Nippon Techno Kk Method and device for chemical grouting for improvement of ground
JPS5752452A (en) * 1980-09-12 1982-03-27 Teruo Fukuda Filth treating device for bed, wheelchair, etc. that serious case, physically handicapped person, aged being continuously ill in bed, etc. use
JPS5948518A (en) * 1982-09-13 1984-03-19 Kyokado Eng Co Ltd Ground injection work and injection tube therefor

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55165314A (en) * 1979-06-11 1980-12-23 Shin Nippon Techno Kk Method and device for chemical grouting for improvement of ground
JPS5752452A (en) * 1980-09-12 1982-03-27 Teruo Fukuda Filth treating device for bed, wheelchair, etc. that serious case, physically handicapped person, aged being continuously ill in bed, etc. use
JPS5948518A (en) * 1982-09-13 1984-03-19 Kyokado Eng Co Ltd Ground injection work and injection tube therefor

Also Published As

Publication number Publication date
JPH0235088B2 (en) 1990-08-08

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